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19-105202TnIc" : tq -1 o S-102--PC- CITY (7F A. Federal Way Centered on Opportunity Mr. Steve Joo F ILE S J Architects 4021 262nd Place SE Issaquah, WA 98029 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Re: File #19-105202-00-PC, PREAPPLICATION CONFERENCE SUMMARY Hwang Short Plat, 32604 45th Court SW, Federal Way, Parcel #873218-0230 Dear Mr. Joo: Jim Ferrell, Mayor December 10, 2019 Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held December 5, 2019. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the city's Planning and Building Divisions, Public Works Department, and representatives from Lakehaven Water and Sewer District and South King Fire and Rescue. Some sections of the Federal lay Revrred Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. I, Leila Willoughby -Oakes, am the key contact for your project. I may be contacted at 253-835-2644, or leila.willou hb-oalces 6 offe eralw com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to me. PROJECT DESCRIPTION Applicant proposes to subdivide one parcel into two. Site composed of 1.79 acres and contains a stream, wetland, and associated critical area buffers. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for the preapplication review. These issues can change due to modifications and revisions in the plans. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the comments made by all departments in the following sections of this letter. Planning Division C The site contains several environmentally critical areas; see comments below for required reports and review processes. The applicant is strongly encouraged to review all of FWRC Chapter 19.145 (Environmentally Critical Areas) in detail with regard to all provisions that could apply to the various aspects of the project. Mr. Steve Joo Page 2 of 10 December 10, 2019 • The city requires a third -partly critical areas review to determine the extent of the wetland/wetland buffers and stream/stream buffers on -proposed Lot 1 to the north. • Critical areas and critical area buffersdmust be set -aside in a separate tract and shall not be counted towards minimum lot areas. • All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director. If open space is provided onsite, it shall be provided in its own tract. As with other tracts, an open space tract cannot count towards the minimum lot area of the lots. • Lakehaven Water & Sewer o Water services are provided by Tacoma Water (253-502-8247, or hitl ci.tvoftaco .o • Public Works Development Services Division 1. Stormwater flow control and water quality treatment (if required), and Best Management Practices (BMP's) shall be per the requirements of the 2016 King County Surface Design Manual (KCSWDM). It's the applicant's responsibility to verify, what, if any, additional requirements may apply to the development of a new single-family home, due to the proximity of the stream and wetland. These requirements will apply at the time of permit submittal for a single-family home on the new lot. • Public Works Traffic Division 1. Transportation Concurreney Management (FWKC 19.90) — A transportation concurrency permit with the application fee of .$1,721 is required for the proposed project. 2. Traffic Impact Fees 0=C 19.911— Traffic impact fees are required and assessed at the time of the building permit. 3. Frontage Improvements (FI C 19.135.040) — Construct street improvement and dedicate right-of-way on Hoyt Road SW. 4. Access — No direct lot access to Hoyt Road SW • Lakehaven Water & Sewer District 1. Lakehaven strongly discourages the development of a public water/well supply system within the boundaries of Lakehaven's water service boundaries. Lakehaven will provide comments to the applicable regulatory agencies reflecting this, and will also require sufficient proof that the proposed public well will not impact Lakehaven's aquifers, wells, and/or public water supply system. For additional information on this topic you may contact Lakehaven's Water Operations Manager Stan French at sfrench@lakehaven.org. • South King Fire & Rescue 1. Fire hydrants shall be within 600 feet of all points to a structure. A residential automatic fire sprinkler system shall be installed in the new building. 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 3 of 10 December 10, 2019 DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. COMMUNITY DEVELOPMENT — PLANNING DIVISION Leila Willoughby -Oakes, 253-835-2644, Ieila.«-illougliby-oake .Zcit�affederalway.com 1. Short Plat Process— Pursuant to FWRC 18.30.010, short plat applications are administratively processed through the Department of Community Development. The administrative review process requires that the Director of Community Development issue a decision on the short subdivision request and confirm conformance with FWRC 18.30.110(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. However, no public hearing will be required unless an appeal is filed. A master land use application and short plat handout are enclosed; relevant code sections are available at the city's website at www. i ❑ffederalwa .coin. 2. 1,and Use Aeniesw Ttm&mes—The Planning Division will noffy the applicant of the application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. Review will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Per FWRC 18.05.080(1), if an applicant 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. Meeting Follow -Up: Upcoming code amendments include a public notice mailing for all short plats to property owners within 300-feet of the property. Please contact Senior Planner Becky Chapin at 253-835- 2641 for code update tinning. Please find mailing envelope instructions enclosed with this letter. 3. Public Notice — Short plat applications and SEPA determinations require a public notice and a 15-day comment period. Within 14 days of issuing the Letter of Complete Application, a Notice of Application and Optional DNS will be published in the Federal Way Mirror, mailed to persons within 300 feet of the subject property, posted on the subject property, and placed at the city's three designated notice boards. Rleefa'ng Follow -Up, Forthcoming housekeeping code amendments include a mailing notice for short plat proposals to adjacent property owners within 300-feet of the short plat boundaries. 4. Fees —As development fees change annually (adopted each January), please contact the Permit Center at 253-835-2607, or permitcenter ciityOffeder i1my , for an updated fee list prior to submitting your application. Additional utility fees, school impact fees, concurrency, and engineering plan review fees apply. 5. Lot Sive— The zoning for the subject site is RS-7.2 Minimum lot size for each lot is 7, 200 square feet. As depicted, the proposed lots meet the minimum lot size requirement. Property dedicated to the city for right-of-way frontage improvements, if applicable to this project, may not be counted in lot areas (see the traffic comments). Property set aside in tracts (access, critical area, and/or open space) may also not count towards a minimum lot area under FWRC 19,05.120 "lot area" and 19.145.150(1). Doc ID: 79799 19-105202-00-PC Mr. Steve Joo Page 4of10 December 10, 2019 All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). If open space is provided onsite, it shall be provided in its own tract, see item #9, below. 6. Design Criteria— Short plats are subject to the subdivision design criteria of FWRC Chapter 18.55. 7. Setbacks— Future residences must conform to the following structural setback requirements of FWRC 19.200.010, "Detached Dwelling Units": front yard — 20 feet; side yard —10 feet; and rear yard — 10 feet. Existing structures to be retained must conform to the structural setback requirements from newly located property lines. 8. Miscellaneous Single-FamiyResidential Regulations — a. Maximum height of structures — 30 feet above average building elevation. b. Maximum lot coverage — 60 percent. c. Required parking spaces — two per dwelling unit. 9. Open Space — All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director, after consideration of the city's overall park plan, quality, location, and service area of the open space that would otherwise be provided with the project. Open space fees shall be paid prior to recording the short plat. If the applicant chooses to provide onsite open space, it shall be provided in its own tract and include a combination of the following types: Open Space Category % of Gross Land Area Usable 10% minimum Conservation No maximum or minimum Buffer 2% maximum Constrained 2% maximum Per FWRC 18.55.060(5), "Open space shall be owned in common undivided interest by all property owners within the land division as members...." As with other tracts, an open space tract cannot count towards the minimum lot area of either lot. Another option related to providing the required open space on -site is to request a modification to the open space category requirements per FWRC 18.55.060(3). This request requires review and approval by the Parks Director. For example, as part of the short plat an applicant could submit a request to modify the open space category requirements to: 1) not provide the minimum of 10 percent of "usable" open space; and 2) allow the designation of the entire required 15 percent as "conservation" open space to overlay all or a portion critical area as a tract in the short plat. Meeting Follow -Up: You may provide a combination of on -site and fee -in -lieu in order to satisfy the open space code requirements. 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 5of10 December 10, 2019 10. Clearing Grading and Tree and Vegetation Retention — The short plat is subject to the provisions of FWRC 19.120, "Clearing, Grading, and Tree and Vegetation Retention." It is recommended that FWRC 19.120 be reviewed carefully in reference to the proposed short plat. A clearing and grading plan that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the formal short plat application, as clearing and grading work is proposed. The clearing and grading codes pursuant to FWRC 19.120, explicitly outline the following objectives for retaining native vegetation and existing mature trees on the subject property when feasible in a new development: To encourage site development, including clearing, excavation, and filling, in such a manner as to minimize hazards to life, health, and property. To promote building and site planning practices that are consistent with natural topography, soils, and vegetative features, and minimize disturbance to vegetation and soils. To preserve and enhance the city of Federal Way's physical and aesthetic character by preventing untimely and indiscriminate removal or destruction of trees and vegetation, and preserving important landscape characteristics that define aesthetic character, such as trees, important vegetation species, and unique landforms or other natural features to the maximum extent possible. 11. Tree Density Requirements — The plat will be subject to tree density requirements of FWRC 19.120.130(1); note that 25 tree -units per acre are required for single-family zoned sites. A tree unit is a value assigned to existing trees retained on the property or replacement trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must clearly show where the tree units are to be located. The formal application must indicate what trees are to be removed. In the case of the 1.25-acre site, approximately 32 tree units are required (25 x 1.25 acres = 31.25 tree units). Tree unit credits are in Table 2 of FWRC 19.120.130(2). The total number of tree units required to be provided is calculated by multiplying gross site acreage, minus any proposed public or private streets and regulated critical areas tracts. Despite this provision, trees located within critical area buffers can be credited towards satisfying the tree units per acre requirement. 12. Wetlands — Wetlands exist on and adjacent to the subject property within 225 feet. A report prepared in conformance with the Critical Areas Ordinance contained in FWRC 19.145.410 is required. The wetland and buffer must be delineated on the short plat drawing and placed in a tract in conformance with FWRC 19.145.150 and 19.145.420. Per FWRC 19.145.420(6), all lots approved in a recorded subdivision that contain wetlands and their associated buffer in a native growth protection easement or tract may be improved pursuant to easement or tract boundaries established in the plat, regardless of subsequent regulatory buffer increases or natural migration. New improvements shown on the short plat drawing within wetland buffers would not be approved as part of the short plat. A separate Use Process III application submittal and approval for wetland buffer alterations or reductions is required. The applications can be processed concurrently. FWRC 19.145.440 addresses development within wetland buffers. The applicant must demonstrate the criteria of this section are met in order to develop within wetland buffers, including making improvements 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 6 of 10 December 10, 2019 to the existing driveway access off of 451h Court SW (paving and widening to meet city and South King Fire & Rescue code requirements) and work included private services if required as detailed in FWRC 19.145.440. The applicant must justify using the existing driveway for the access to the newly created lots rather than locating access in a different portion of the site outside the buffer. 13. Streams — A portion of Joe's Creek is located on the subject property. This feature must be delineated on the short plat drawing and placed in a tract in conformance with FWRC 19.145.150 and 19.145.260. The site contains documented fish habitat, which requires compliance with FWRC 19.145.260. 14. Geolgqu 6 Ha,-ardousAreas— The short plat drawing shows areas with existing slopes greater than 15 percent. A professionally prepared geotechnical report is required as part of the application submittal per FWRC 19.145.250. All development activities on or within 50 feet of a geologically hazardous area as defined in FWRC 19.05.070 are subject to the Critical Areas Ordinance, see FWRC 19.145.220. All landslide hazard areas and buffers (if any) must be delineated on the short plat drawing and placed in a tract in conformance with FWRC 19.145.150 and 19.145.230. 15. Critical Ares Review — The applicant is responsible for providing critical areas reports to the city and for covering the cost of the city's consultants who may review the reports. Meeting Follow -Up: The applicant has submitted a peer review request and a 2018 report. The city is working with the applicant on a peer scope. The proposal does not include a formal delineation of northern portion of the site where the stream/wetland exists, as the prior report was prepared for an addition to the existing residence to the south on proposed Lot 1. 16. School Impact Fees— School impact fees are due at the time of building permit application for new dwelling units. This fee amount is subject to change as determined annually by the Federal Way School District. 17. Sewage Disposal —The applicant must provide documentation that each lot in the subdivision will either connect to the sanitary sewer system or provide an on -site septic system. Wherever feasible, all lots in the short plat shall be connected to sanitary sewer system; see comments from the Lakehaven Water and Sewer District. If connection to the sanitary sewer system is not feasible, on -site sewage disposal may be utilized. The city does not have any code provision requiring connection to the sanitary sewer system. The design and construction of the septic system must be approved by the Public Health -Seattle & King County prior to preliminary subdivision approval. If on -site septic systems are provided, prior to short plat recording, the applicant must obtain the Public Health -Seattle & King County signature on the short plat document and provide a copy of their signed Application for Final Subdivision. 18. Approval Duration — Short plat preliminary approval expires five years from the date of approval. Engineering plans (if applicable, as the subject proposal is only two lots; site development may be reviewed under a single-family building permit) must be approved, improvements constructed, and the short plat must be recorded within the five-year time period. No less than 60 days prior to the lapse of approval, the applicant may request a two-year time extension for the short plat approval. 19. Recording — The applicant will record the short plat with the King County Division of Records and Elections subsequent to the Public Works Department approval of the submitted as -built plans. Prior to recording the short plat, all surveying, and monumentation must be complete. All other required improvements must be substantially completed as determined by the departments of community Development and Public Works. 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 7 of 10 December 10, 2019 PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION Kevin Peterson, (253.835.2734, kevin.peterson(a-)cityaffederalway.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment (if necessary), and other Best Management Practices (BMP's), will be required per the 2016 King County Surface Water Deli rt Manual (KCSWDM), and will be required at the time of permit submittal for a new single-family home on the new lot. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The city has 1" = 100', five-foot contour planimetric maps in GIS format that may be used for basin analysis. 2. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 3. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction stormwater permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at 360-40776048, or 4. If work is to be done below the ordinary high-water mark, a Hydraulic Project Approval (HPA) permit may be required. Information regarding this permit can be obtained from the Washington Department of Fish and Wildlife. Right -of -Way Improvements 1. See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the city through a statutory warranty deed. The dedicated area must have clear title prior to recording. Building Permit Issues 1. Prior to submitting for a building permit, refer to the Building Division checklist for the Public Works requirements for a single-family home. 2. , When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 3. Temporary Erosion and Sediment Control ( ESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 4. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 8 of 10 December 10, 2019 PUBLIC WORKS TRAFFIC DIVISION Sarady Long, 253-835-2743, sarady.long�7a.citvoffederalway.com Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for two lots, the Institute of Transportation Engineers (ITE) Trip Generation - 10th Edition, land use code 210 (Detached Single Family Residential), the proposed project is estimated to generate approximately one new weekday PM peak hour trip. 2. A concurrency permit is required for this development project. The PW Traffic Division will perform a concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 3. The 2019 estimated fee for the concurrency permit application is $1,721 (1 - 10 trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency applicant fee must be paid in full at the time the concurrency permit application is submitted with the land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) 1. The current 2019 traffic impact fee is ,$3,999 per lot, plus a three percent administrative fee. The actual fee will be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect (FWRC 19.100.070p][c]). Prior to building permit issuance, the applicant may request to defer the payment of a transportation impact fee to the final building inspection. Refer to the defer payment of the impact fee code for process. Street Frontage Improvements (FWRC 19.135) The applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant will be expected to construct improvements on the following streets to the city's planned roadway cross -sections: ■ Hoyt Road SW is a Minor Arterial planned as a Type "K" street, consisting of a 44-foot street with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and street lights in a 78-foot right-of-way. Assuming a symmetrical cross section, half street improvements and up to 19 feet of right-of-way dedication are required as measured from the street centerline. 2. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about a right-of-way modification requests are available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at ,$334. 19-105202-00-PC Doc ID: 79799 r� Mr. Steve Joo Page 9of10 December 10, 2019 3. The proposed driveway on Hoyt Road SW will not be permitted per the recorded plat. Residential lots should not have direct access onto Hoyt Road SW, which is classified as a minor arterial. It appears a shared access is possible from the existing driveway on 45th Court SW. LAKEHAVEN WATER AND SEWER DISTRICT Kathleen Mathena, Engineering Technician 253-946-5407, kmathena@lakehaven.org Water This property is served by Tacoma Water. Sewer Sewer Service to Proposed L.otA A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from the date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. Option I — Connect to the existing sanitary sewer MH 0894-1 located on proposed Lot B. A utility easement will be required for the private side sewer to service proposed Lot A. gptian 2 — Connect to the existing eight -inch sanitary sewer main located in Hoyt Road SW.A right-of-way permit is required for work at this location. Preliminary estimated Lakehaven sewer service connection fees/charges/deposits for 2020 will be as follows: Sewer Certificate of Availability Proposed 2020 cost $80.00 Capital Facilities Charge - Sewer Proposed 2020 cost $3,988.00 + tax Sewer Service Connection Permit Fee Proposed 2020 cost $480.00 + tax Right -of -Way permit (only for Option 2) Proposed 2020 cost $980.00 *All Lakehaven fees and charges are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at https:Z/www.lqlceliaven.ogg/204/Develol2rnent-Enginecrin . SOUTH KING FIRE AND RESCUE Sean Nichols, Fire Plans Examiner 253-946-7242, Sean.Nichols@southkingfire. Water Supply A Gw cate of WlaterAvailability including a hyd=lufm flow model shall be requested from the water district and provided at the time of the building permit application. Emergency Access Fire apparatus access roads does not comply with the requirements of Fire Access Policy 10.006: h : s uthkirt fire.or ocumentCenter Home View 24. 19-105202-00-PC Doc ID: 79799 Mr. Steve Joo Page 10 of 10 December 10, 2019 Fire Sprinkler System Due to non-compliance with the fire department emergency access, residential fire .rprinklerr are t equired. Meeting Follow -Up: Per Fire Marshall Chris Cahan, if the applicant installs sprinklers in the new residence, a fire access road need not comply with access requirements (i.e. not widened). Further, per Project Planner Leila Willoughby -Oakes, the above will reduce impacts to wetland buffers and ultimately permit review times, if the existing driveway is utilized and a shared access easement is established between Lots 1 and 2. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the city's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070(4). This is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards me, the key project contact, Leila Willoughby - Oakes, at Leila.Willo hb -Oakes ci offederalwa .coin. We look forward to working with you. Sincerely, � Leila Willoughby -Oakes Associate Planner enc: Master Land Use Application Hwang Short Plat Submittal Checklist Mailing Labels Sign Installation Certificate Concurrency Application Right of -Way Modification Bulletin South King Fire & Rescue Access Standards Lakehaven Handout c: Sarady Long, Senior Transportation Planning Engineer Kevin Peterson, Senior Engineering Plans Examiner William Golding, Planning Intern Kathleen Mathena, Lakehaven Water & Sewer District, kasor&LP.6@,10ke&mren.0o Sean Nichols, South King Fire & Rescue, sean.nic&ols@rout&kiijgfr're.oq Jongwon Woo, 32604 45t� Court SW, Federal Way WA 98023Jonwwt0109 Z ai1xum (Owner) 19-105202-00-PC Doc ID: 79799 .. Lakehnven 8732020590 873202TR-A 8732010110 32336 4214 8732010130 4222 8732010140 G 32503' 873202TR-A 8732010460 4219 1421039039 8732010150 32421 ,DD` 32509 Sewer Main In Hoy[ Road ' �$ �, �oN 8732010450 32510 0873201IJ ,D. M H 0894-1y 8732010160 8732010440 `g 32515 0° x5'• pV 4 32516 8732180120 8732180130 8732180220 5 T n 32603 32606 32601 30 8732010430 = S� 326?H 8732180110 8732180140 32607 32610 8732180210 8732180100 8732 PU BL � 'A 8732010170 8732010420 32605 32611 p 32603 32610 N 8732180090 8732180150 8732180200 `A= 32615 4432616 32611 8732010180 y 32609 a 8732180080 �, 8732180230 ' 32619 8732180160 8732180190 32604 8732010190 4 32622 32617 32801 t� 732180070 °j q 4608 8732180170 8732180180 C 4518 32623 8732010200 873201034 32807 - 4243 8- Pvc SW 327TH ST , „ pFf[ *32010330 8732180270 �_ 8732010210 32816 8732180280 4601 8732180250 � 32813 4607 4515 n 8732180290 87321-0240 8732180260 45 n 8732010220 43R 4613 4521 32819 y pY S►� 1898200030 9,PVC 4614 1898200050 J a _ 4604 8732010230 O q 1898200040 32825 cc 4610 4 1898200140 Cl) Q: * Q 898200060 8732010240 1890 4602 1898200130 L- 32829 873201- 50 32727 N IOTF: Lakehaven Water and Sewer 19-105202-PC District neither warrants nor guarantees HWANG SP the accuracy of any facility information 32604 45TH CT SW provided. Facility locations and conditions are subject to field verification. Dec 2019 Mi CITY OF '�_.. Federal Way Centered on Opportunity November 6.2019 Mr. Steve Jot) S .I Architects 4021 262"d Place SE Issaquah, WA 980239 .5'lP t!C'_ ft)(19B1i17r ili]J�;FI f,CC3Fil i RE: File #19-105202-00-PC:; PRF.APPLICATION CONFERENC:F SCFIEDULED Hwang Short Subdivision, 32604 45"' Court SW, Federal Wad Dear Mr. Joo '"Y HAl ,, WA "Flee Community Development Department received your pre -application conference request. The application has been routed to members of the Deveioprnent Review Committee (DRC) and a inecting with the project applicaiit has beers scheduled as follows: 9:00 a.m. Tli<iirRday,caialL _0 Hviebos Conference Room Federal Way City Hall, 211`1 floor 33325 8i' Avenue South Federal Way, WA 98003 We look forward to meeliiig with you. Please coordinate directly with 811V0110 case Y011 would like to attend the rnectiog as this will be the only ilotice sent by the departinerlt. It,yk.)u have any further qucs6011,, regarding this letter please eofitact me at leill.willoughby-ualcesCocityoffederalway.ucam, or 253-833- 2044. 4inuurc�ly. , Leila Willoughby -Oakes Associate Planner i 9- I n i?02-fdi-PC CITY OF . Federal IIti1'ay December 5, 2019 9:00 a.m. Pre -application Conference Sign in Sheet COMMUNITY DEVELOPMENT REVIEW COMMITTEE NAME Leila W-Oakes, Planner 1. Kevin Peterson 2. Cole Elliott 3. Project Name: Hwang 2-Lot Short Plat Address: 32604 451" Court SW, Federal W File Number: 19-105202-PC (19-105382-AI DEPARTMENT / DIVISION Community Development/Planning Public Works/ Development Services Public Works/ Development Services 4. 5.V 6. � 'Mojr�Lc,�lL2 he n 7. 8. 9. City Hall Hylebos Room TELEPHONE NUMBERIEMAIL 253-835-2644 I oila-XVilloueh6vp kesrfbcitvoll' deratyg� om Zs3-s-35--Zq3 r r( ."44, MAO zd6-3e6- ?3� 6tS3 ��s 1�55 2153 94 (o 729m , i ,I s - l.t. me J �(1` - -ate CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 11-1-2019 TO: Cole Elliott, Development Services Manager Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Jennifer Wojciechowski, FWPS (emailed) FROM: Leila Willoughby -Oakes, Planning FOR DRC MTG. ON: 11-14-2019- Internal -It--22019, 9:00 AM - with applicant t2..'`j......................... I ........ I .... I......... FILE NUMBER(s): 19-105202-00-PC RELATED FILE NOS.: 200010010200000SU Jan12,2000 Oct05 280U Kdmin Appeal hIURRfiI'ILLE} CCIBEIFIETt^eCLOT IhIT3OfJE • `:.200510603900000PC Nov 23.2005 Closed HURRAY SHORT PLAT Preapplicationfor newshortplalwith 2008106042 000 00 SE Dec 24, 2008 I;laq 13. 2009 Closed t"WEST ERAJdCH JCES CREEK PfPJa[ebi owned residential parcel a132584 120111D032000800t'C Becky Jan 26.2011 Closed S41PSON-LSO ma,e7dumptmcksafdirt dun' pedal Gag 01110057300000 AD Feb 10,2011 Open S=I.IPSON0RAKE Proposedflldid isomealreadrplaced" for 2916103469 000 00 AD Jul 19, 2016 uig 11 2015 Closed H.4`RhIG Request fartnning inquiry 2U171G6UD3 DOD DD UR May 24 2017 Dec 19.2017 Finallad 262055 Requesting to open trench•' are 63 in ROY: l 2018105087 000 00 SF Oct 29 2018 Oec 10 2018 Finallad W.194Gn,'M ^DD- Constr coon of a 94C square fool 2- r PROJECT NAME: HWANG SHORT SUBDIVISION PROJECT ADDRESS: 32604 45TH CT SW ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Short plat one lot into two lots. Site contains wetland, stream and existing residence on proposed Lot 1. LAND USE PERMITS: PROJECT CONTACT: Short Plat STEVEJOO S J ARCHITECTS MATERIALS SUBMITTED: Plan Set Wetland Report Master Land Use Application 41k CITY 10';:tSp OF Federal Way APPLICATION NO(s) Project Name Property Addr( Parcel Number(s) Project Description PLEASE PRINT 07 w-ee- 4-1ce km-e-" RECEIVED 4?-�� OCT 2 9 2019 MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF FEDEPAL WAY 33325 8`h Avenue South COMMUNfTY DEVELOPMENT Federal Way, WA 98003-6325 253-835-2607,Fax 253-835-2609 www_citvofl'cderalu ar.com q- io5zA -oo - -F,,c-- Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone _ Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (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 Subdivision Variance: Commercial/Residential Required Information s"7� Toning Designation Comprehensive Plan Designation Value of Existing Improvements Jap ■ 6 O e Value of Proposed Improvements International Building Code (IBC): Occupancy Type _ Typi _ V Construction Type Applicant Date Name: �vieva JDD Address: q.pZ l -LbZ-Y� City/State: J8:4AJU1A1N . (AJA. g502 ` Zip: 16019 Phone: 3pEj — 3v6 — 613 a Fax: Email: * f vva eOVA Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: SOIn VJOY, Address: 320d+ City/Stale: Q�AQYoti Zip: Is oZ.3 Phone: Fax: Email: 'OV%9W0V� Woo ei+M GT SW C7z5 o l oq •� 9rna• i 1. c Bulletin #003 —January 1, 2011 Page I of I k:\Handouts\Master Land Use Application 1 2 ;3 4 F O cn r— O N A (a Rf L a) O cn O lqt L a) N u- U N Q O 0 CL E N U �j O co 0 °O rn 'ui o in N N co cn N O 'r.-U bo N ao Lo 0 N BUILDING ELEVATION - EAST COMPOSITE ROOF ■■■■ ■■■■ ■■ ■■ MEN■ NNEM ■■ ■■ NONE ■■M■ NONE NEON MEMO ■■ ■■ NOON NOON NONE Boom ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ BUILDING ELEVATION - WEST CONCEPTUAL BUILDING ELEVATIONS 1l8" = 1'-0" )MPOSITE ROOF )MPOSITE SIDING �YL WINDOW VINYL WINDOW COMPOSITE SIDING BUILDING ELEVATION - SOUTH COMPOSITE ROOF OWNER: JONGWON WOO 585-704-0725 ARCHITECT: SJ ARCHITECTS 206-306-6738 steve.joo@hotmail.com STRUCTURAL ENGINEER: HWANG PROPERTY SHORT SUBDIVISION 32604 45TH CT SW FEDERAL WAY WA 98023 ISSUE MARK I E DESCRIPTION DRAWN BY: PROJ. ARCH.: PROJ. NO.: DATE: 12/03/16 DWG. CONCEPTUAL BUILDING ELEVATIONS RECEIVED DWG. OCT 2 9 2019 A- . ^3 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT A 3 2 4 3 4 c O 0) O M L 4) m LL / O .u) O d' c� L W N LL U N O L Q 0 0 U) 0- a) E O N U L6 O co O O L N N co cn N =) O �U A DRAWING INDEX A-1.0 COVER SHEET SITE SURVEY 1 OF 2 SITE SURVEY 2 OF 2 A-1.1 CONCEPTUAL SITE PLAN 1 OF 2 A-1.2 CONCEPTUAL SITE PLAN 2 OF 2 A-1.3 CONCEPTUAL BUILDING ELEVATIONS PROJECT DATA EXISTING PROPERTY SITE ADDRESS: 32604 45TH CT, FEDERAL WAY, WA 98023 PARCEL NUMBER: 873218-0230 SITE AREA: 84,916 SQ. FT. ZONE: RS 7.2 MAX LOT COVERAGE = 60% SETBACKS: FRONT 20 FT, SIDE 5 FT, REAR 5 FT PROPOSED LOT A (PROPOSED NEW HOUSE) SITE AREA: 7,890 SQ. FT. PROPOSED HOUSE GROSS FLOOR AREA: 1ST = 1,715 SQ. FT. 2ND = 1,536 SQ. FT. TOTAL = 3,251 SQ. FT. OCCUPANCY GROUP R : SINGLE FAMILY HOME TYPE OF CONSTRUCTION: TYPE V PARKING STALL COUNTS: 2 CAR ATTACHED GARAGE PROPOSED LOT B (EXISTING HOUSE) SITE AREA: 84,916 SQ. FT. - 7,890 SQ. FT. = 77,026 SQ. FT. INCLUDING LOT AREA OF 7,200 OUTSIDE OF WETLAND BUFFER EXISTING HOUSE GROSS FLOOR AREA: 1ST = 1,433 SQ. FT. LIVING + 480 SQ. FT. GARAGE 2ND = 1,063 SQ. FT. TOTAL = 2,976 SQ. FT. OCCUPANCY GROUP R :SINGLE FAMILY HOME TYPE OF CONSTRUCTION: TYPE V PARKING STALL COUNTS: 2 CAR ATTACHED GARAGE OWNER: JONGWON WOO 585-704-0725 ARCHITECT: SJ ARCHITECTS 206-306-6738 steve.joo@hotmail.com STRUCTURAL ENGINEER: HWANG PROPERTY SHORT SUBDIVISION 32604 45TH CT SW FEDERAL WAY WA 98023 ISSUE MARK I DATE DESCRIPTION DRAWN BY: I PROJ. ARCH.: PROJ. NO.: DATE: 12/17/2016 DWG. COVER SHEET RECEIVED OCT 292019 CITY OF FEDERAL WAY COMMUNt1Y DEVELOPMENT DWG. A-4.0 I c A 3 4 -F� U N O L Q / 0 0 73 / U) n O E co U O o O 0') -N r' / O cn N " O co N N :D O �U 1 2 3 4 U N A 0 0 E �o �o r O rn O U N � 00 N O v--U N CONCEPTUAL SITE PLAN 2 OF 2 1 SCALE: 1" = 20'-0" 0' 10' 20' 40' 80' 1" = 20'-0" OWNER: JONGWON WOO 585-704-0725 ARCHITECT: SJ ARCHITECTS 206-306-6738 steve.joo@hotmaii.com STRUCTURAL ENGINEER: HWANG PROPERTY SHORT SUBDIVISION 32604 45TH CT SW FEDERAL WAY WA 98023 ISSUE MARK I DATE DESCRIPTION DRAWN BY: PROJ. ARCH.: PROJ. NO.: DATE: 10/21 /19 DWG. CONCEPTUAL SITE PLAN 2 OF 2 RECEIVED DWG. UL I Z 9 2010 CITY OF FEDERAL WAY A1 �OM"u"rTY DEVELOPAgE, ■ 1 3 4 GENERAL NOTES 1, INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA VIVA TS15 SMART POLE TOTAL STATION/RTK GPS. 2. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. SURVEY WAS COMPLETED BY A FIELD TRAVERSE. 3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 5. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY. 6. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION OF TREE SPECIES AND HEALTH. PROJECT INFORMATION SURVEYOR: PLOG ENGINEERING, PLLC 22525 SE 64TH PL, STE 2274 ISSAQUAH, WA 98027 PH.: (206) 420-7130 PROPERTY OWNER: JONGWON WOO & EUI SOON HWANG 32604 45TH CT SW FEDERAL WAY, WA 98023 TAX PARCEL NUMBER: 873218-0230 PROJECT ADDRESS: 32604 45TH CT SW FEDERAL WAY, WA 98023 PARCEL AREA: 78,238 S.F. (1.796 ACRES f) AS SURVEYED REFERENCE SURVEYS P1 - PLAT OF TWIN LAKES VIEW, VOL 128, PG 4 P2 - PLAT OF TWIN LAKES NO. 8, VOL 104, PG 23 P3 - PLAT OF TWIN LAKES VISTA, VOL 105, PG 76 P4 - PLAT OF TWIN LAKES NO. 7, VOL 101, PG 43 R1 - AF# 20030721900002 R2 - AF# 20010424900005 R3 - AF# 9310229003 R4 - AF# 8508299006 ABBREVIATION LEGEND MON = MONUMENT DN = DOWN SP = SHORT PLAT BLA = BOUNDARY LINE ADJUSTMENT DBH = DIAMETER AT BREAST HEIGHT (FT) DLR = DRIP LINE RADIUS (FT) APN = ASSESSORS PARCEL NUMBER AF# AUDITOR'S FILE NUMBER M) = AS MEASURED JC� = AS CALCULATED P = PER PLAT 0 = PER DEED R#) = PER REFERENCE SURVEY LEGAL DESCRIPTION 1 LOT 23, TWIN LAKES VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF PLATS, PAGES 4 AND 5, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF OLD F.B. HOYT ROAD, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 993517 AND LYING WESTERLY OF 47TH AVE S.W. (F.B. HOYT ROAD S.W.) AS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NOS. 5075184 AND 5174291; TOGETHER WITH THAT PORTION OF VACATED F.B. HOYT COUNTY ROAD RECORDED UNDER RECORDING NO. 8008260790. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PROPERTY ADDRESS: 32604 45TH COURT SOUTHWEST, FEDERAL WAY, WA 98023 VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1 /2 THE CONTOUR INTERVAL OR f 1.0' FOR THIS PROJECT. JORIZONTAL DATUM & BASIS OF BEARINGS 3EARINGS AND COORDINATES USED FOR THIS SURVEY ARE BASED ON THE JORTH AMERICAN DATUM OF 1983 (NAD83) WASHINGTON NORTH ZONE AND HERE ESTABLISHED USING RTK GPS UTILIZING THE SMARTNET REFERENCE gETWORK. TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 1100 12"- WESTERN LARCH 10' 1448 18" BIG LEAF MAPLE ! 32' 1450 14666 I 8" 8" WESTERN LARCH DOUG FIR 16' 12' 1469 1470 10" 8" DOUG FIR DOUG FIR 12' 10' 1473 1474 12" 10" DOUG FIR DOUG FIR 14' 14' I) 1477 1488 1489 12" 20" 22" , " WESTERN LARCH BIG LEAF MAPLE BIG LEAF MAPLE 18' 20' 24' 1649 F 12" RED- ALDER 22' 1652 12" RED ALDER 18' 1656 10" RED ALDER 12' 1657 10" RED ALDER 12' 1665 16" RED ALDER 12' 1667 I 12" RED ALDER 8' 1669 16" RED ALDER 20' 1671 24" RED ALDER 20' 1675 12" RED ALDER 10' TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 2029 20' DOUG FIR 14' 2032 20" DOUG FIR 18' 2034 26" DOUG FIR 16' 2098 22" `BIG LEAF MAPLE 16' j 2140 26" BIG LEAF MAPLE 20' 2141 32" WESTERN HEMLOCK 14' 2142 34" BIG LEAF MAPLE 18' 2235 8" BIG LEAF MAPLE 10' 2240 8" BIG LEAF MAPLE 10' 2254 12" RED ALDER 8' 2258 16" RED ALDER 8' 2263 14" WILLOW 12' 2270 14" RED ALDER 12' 2272 10" WESTERN LARCH 8' 2279 18" RED ALDER 20' ) 2320 14" RED ALDER 16 2321 12" RED ALDER 10' 2324 16" RED ALDER 10' 2383 8" BIG LEAF MAPLE 10' 2396 16' BIG LEAF MAPLE 46' s� 6A. � o o ' FOUND REBAR& CAP LS ,29537 CRONS 0.44'S 'OR ,PROP COR. i 2400 i 2399- \� 2396 1 'o O TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (F) 1676 18" RED ALDER 14' 1677 12" RED ALDER 10' 1680 16" RED ALDER 20' 1685 12" CHESTNUT 10' 1688 14" RED ALDER 10' 1691 12" RED ALDER 10' 1693 12" RED ALDER 10' 1696 12" RED ALDER 10' 1698 12" RED ALDER 10' 1-1701 12" RED ALDER 10' 12' 1703 12" RED ALDER 1705 14" RED ALDER 12' 1708 14" RED ALDER 10' 1709 12" RED ALDER 10' 1711 12" RED ALDER 10' 1714 12" RED ALDER 16' 1715 10" BIG LEAF MAPLE 18' 1723 14" RED ALDER 14' 1726 12" RED ALDER 10' 1731 14" RED ALDER 14' TREE TABLE SVY POINT# 2397 DBH (IN.) 20" SPECIES BIG LEAF MAPLE DLL R (FT.) + 26' 2399 18" BIG LEAF MAPLE 30'- 2400 12" BIG LEAF MAPLE 22' 2402 1 6" BIG LEAF MAPLE 20' 2421 12" BIG LEAF MAPLE 22' 2454 12" RED ALDER 14' 2455 14" RED ALDER 18' �_2456 2457 I 14" 14" RED ALDER 16' RED ALDER 16' 2474 18" RED ALDER 14' 2523 ( 14" BIG LEAF MAPLE 22' 2526 12" BIG LEAF MAPLE BIG LEAF MAPLE 18' 12' 2531 14" 2560 12" RED ALDER 14' 2561 18" BIG LEAF MAPLE 26' 2609 2610 2611 28" 14" 18" DOUG FIR DOUG FIR DOUG FIR 16' 10' 14' 2615 2616 22" 14 DOUG FIR DOUG FIR 20' 10' TABLE FTREE SVY POINT# DBH (IN.) SPECIES DLR (FT.) -I�I12" 1734 RED ALDER 10' 1741 16" RED ALDER 20' 1743 12" RED ALDER 14' 1745 14" RED ALDER 16' 1746 14" RED ALDER 16' 1749 12" RED ALDER 14' 1753 14" RED ALDER 16' 1817 22" DOUG FIR 14' 1854 12" BIG LEAF MAPLE 16' 1858 12" WESTERN LARCH 10' 1866 10" WESTERN LARCH 10' 1901 24 DOUG FIR 18' 1902 26 BIG LEAF MAPLE 48' 1903 16" DOUG FIR 8' 1904 16" DOUG FIR 8' 1953 14" DOUG FIR 10, 1954 16" DOUG FIR 16' 1955 14 WESTERN LARCH 10' 1956 26" BIG LEAF MAPLE 16' 2023 22" DOUG FIR 16' TREE TABLE SVY POINT# '', DBH (IN.) SPECIES DLR (FT.) 2617 22'_ DOUG FIR - 18) 2656 12" j BIG LEAF MAPLE I 16' SYMBOL LEGEND MONUMENT AS NOTED FIBER OPTIC MAINTENANCE HOLE NW NE TELEPHONE MAINTENANCE HOLE SW SE SECTION CORNER TM TRAFFIC SIGNAL MAINTENANCE HOLE __ ? QUARTER SECTION CORNER ®M PAD MOUNTED TRANSFORMER 2 0 FOUND REBAR AS NOTED HAND HOLE SET REBAR AND CAP LS 31976 ® A/C COMPRESSOR FOUND SURFACE MARKER/DISK YARD LIGHT SET SURFACE MARKER/DISK LS 31976 m3O- POWER POLE OSEWER MAINTENANCE HOLE &— GUY WIRE ® SEPTIC MAINTENANCE HOLE a--�STREET LIGHT ® SEWER CLEAN OUT --OHu—OVERHEAD UTILITIES (GENERAL/MIXED) —SS—SEWER LINE —OHE—OVERHEAD ELECTRICAL OSTORM DRAIN MAINTENANCE HOLE ---OHC—OVERHEAD CABLE - OCATCH BASIN (TYPE 2) —OHT—OVERHEAD TELEPHONE ❑® CATCH BASIN (TYPE 1) —UGU—UNDERGROUND UTILITIES (GENERAL/MIXED) ® STORM DRAIN CLEAN OUT —UGE—UNDERGROUND ELECTRICAL ROUND YARD DRAIN —UGC—UNDERGROUND CABLE SQUARE YARD DRAIN —UGT—UNDERGROUND TELEPHONE —SD—STORM DRAIN LINE — FO —UNDERGROUND FIBER OPTIC qp WATER MAINTENANCE HOLE 0 BOLLARD P WATER VALVE 0 MAILBOX wm WATER METER SNP SIGN FIRE HYDRANT �WF WETLAND FLAG BLOW OFF VALVE /O( SNAG IRRIGATION VALVE/JUNCTION _ � —W—WATER LINE � 0 DECIDUOUS MULTI -TRUNK Gv ® GAS VALVE DECIDUOUS AGM GAS METER "`�.,�� — G —GAS LINE CONIFER MULTI -TRUNK Q CABLE RISER CONIFER ■CTV CABLE BOXAsk qp CABLE MAINTENANCE HOLE 1 \� ' 1 le n, �O- I _�2402 I \ FOUND MONUMENT\ I IN CASE \ I � �I 238 �--� A SET REBAR &CAP VAC. ORD 4996 I ]EM LS 31976 SET REBAR & CAP I \ \ LS 31976 I I \ \ 1 \ � I PLOG \ 10 o GRAPoHIC 20CALE 40 1,210� \ \ \ LOT 23 1 INCH = 20 FEET p 21 \ -- -- RECEIVE® Mims MATCH LINE — SEE SHEET 2 OCT 29 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 09/16/2019 GENERAL NOTES 1 1. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA VIVA TS15 SMART POLE TOTAL STATION/RTK GPS. 2. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET'. BY WAC 332-130-090. SURVEY WAS COMPLETED BY A FIELD TRAVERSE. 3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 5. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY. 6. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION OF TREE SPECIES AND HEALTH. PROJECT INFORMATION 1 SURVEYOR: PLOG ENGINEERING, PLLC 22525 SE 64TH PL, STE 2274 ISSAQUAH, WA 98027 PH.: (206) 420-7130 PROPERTY OWNER: JONGWON WOO & EUI SOON HWANG 32604 45TH CT SW FEDERAL WAY, WA 98023 TAX PARCEL NUMBER: 873218-0230 PROJECT ADDRESS: 32604 45TH CT SW FEDERAL WAY, WA 98023 PARCEL AREA: 78,238 S.F. (1.796 ACRES f) AS SURVEYED REFERENCE SURVEYS P1 — PLAT OF TWIN LAKES VIEW, VOL 128, PG 4 P2 — PLAT OF TWIN LAKES NO. 8, VOL 104, PG 23 P3 — PLAT OF TWIN LAKES VISTA, VOL 105, PG 76 P4 — PLAT OF TWIN LAKES NO. 7, VOL 101, PG 43 R1 — AF# 20030721900002 R2 — AFJ 20010424900005 R3 — AF 9310229003 R4 — AF 8508299006 ABBREVIATION LEGEND 1 MON = MONUMENT DN = DOWN SP = SHORT PLAT BLA = BOUNDARY LINE ADJUSTMENT DBH = DIAMETER AT BREAST HEIGHT (FT) DLR = DRIP LINE RADIUS (FT) APN = ASSESSORS PARCEL NUMBER AF# = AUDITOR'S FILE NUMBER M) = AS MEASURED JC� = AS CALCULATED P = PER PLAT D = PER DEED R#) = PER REFERENCE SURVEY LEGAL DESCRIPTION LOT 23, TWIN LAKES VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF PI-ATS PAGES a AND 5 RECORDS OF KING COUNTY WASHINGTON; TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF OLD F.B. HOYT ROAD, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 993517 AND LYING WESTERLY OF 47TH AVE S.W. (F.B. HOYT ROAD S.W.) AS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NOS. 5075184 AND 5174291; TOGETHER WITH THAT PORTION OF VACATED F.B. HOYT COUNTY ROAD RECORDED UNDER RECORDING NO. 8008260790. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PROPERTY ADDRESS: 32604 45TH COURT SOUTHWEST, FEDERAL WAY, WA 98023 VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1 /2 THE CONTOUR INTERVAL OR t 1.0' FOR THIS PROJECT. JORIZONTAL DATUM & BASIS OF BEARINGS 3EARINGS AND COORDINATES USED FOR THIS SURVEY ARE BASED ON THE IORTH AMERICAN DATUM OF 1983 (NAD83) WASHINGTON NORTH ZONE AND NERE ESTABLISHED USING RTK GPS UTILIZING THE SMARTNET REFERENCE IETWORK. TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 1100 12" WESTERN LARCH 10' 1448 18" BIG LEAF MAPLE 32' 1450 8" WESTERN LARCH 16' 1466 8" DOUG FIR 12' 1469 10" DOUG FIR 12' 1470 8" DOUG FIR 10' 1473 12" DOUG FIR 14 1474 10" FIR 14' 1477 12" -D000 WESTERN LARCH 18, 1488 20" BIG LEAF MAPLE 20' 1489 22" BIG LEAF MAPLE 24' 1649 12" RED ALDER 22' 1652 12" RED ALDER 18' 1656 10" ------------- RED ALDER 12' 1657 10" RED ALDER 12' 1665 16" RED ALDER 12' -8' 1667 12" RED ALDER 1669 16" RED ALDER 20' 1671 24" RED ALDER 20' 1675 12" RED ALDER 10' F_ TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 2029 2032 2034 2098 20" 20" 26' 22" f DOUG FIR DOUG FIR DOUG FIR BIG LEAF MAPLE 14' 18' 16' 16' r 2140 26" BIG LEAF MAPLE 20' 2141 32" WESTERN HEMLOCK 14' 2142 34" BIG LEAF MAPLE 18' 2235 8" BIG LEAF MAPLE 10' 2240 8" BIG LEAF MAPLE 10' 2254 12" RED ALDER 8' 2258 16" RED ALDER 8' 2263 14" WILLOW 12' 2270 14" RED ALDER 12' 2272 10" WESTERN LARCH 8' 2279 18" RED ALDER 20' 2320 I 2321 14" RED ALDER 16' 10' 12" RED ALDER 2324 16" RED ALDER 10' 2383 8" BIG LEAF MAPLE__F4 0' I 2396 16" BIG LEAF MAPLE6' \ S� \ fir01 <01 FOUND REBAR' & CAP _ - -- -- - LS ,�9537 CRONS 0.44'S,'OR ;PROP COR. 2400 \ 2396 23-97 ` .0 O TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 14' 10' 20' 1676 18" RED ALDER 1677 12" RED ALDER RED ALDER 1680 16" 1685 12" CHESTNUT 10' 1688 14" RED ALDER 10' 1691 12" RED ALDER 10' 1693 12" RED ALDER 10' 1696 12" RED ALDER 10' 1698 12" RED ALDER 10' 1701 12„ RED ALDER 10_ 1703 1705 1708 1709 12" 14" 14" 12" 1 RED ALDER RED ALDER RED ALDER RED ALDER 12' 12' 10' 10' 1711 12" RED ALDER 10' 16' 1714 --- 12" RED ALDER 1715 1723 1726 1731 10" 14" 12" 14" ----- _ __ BIG LEAF MAPLE RED ALDER RED ALDER RED ALDER _ 18' 14' 10' 14' TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 2397 20" BIG LEAF MAPLE 26' 2399 18" BIG LEAF MAPLE 30' 2400 12" BIG LEAF MAPLE 22' 2402. 16 BIG LEAF MAPLE 20° 2421 12 BIG LEAF MAPLE RED ALDER 22' 2454 12" 14' 2455 14" RED ALDER 18' 2456 14" RED ALDER 16' 2457 14 RED ALDER 16' 2474 18" RED ALDER 14' 2523 14" BIG LEAF MAPLE 22' 2526 12" BIG LEAF MAPLE 2531 14" BIG LEAF MAPLE 12' 2560 12" RED ALDER 14' 2561 18" BIG LEAF MAPLE 26' i 2609 28" DOUG FIR 16' 2610 14" DOUG FIR 10' 2611 18" DOUG FIR 14' 2615 22" DOUG FIR 20' 2616 14" - DOUG FIR 10' TREE TABLE SVY POINT# DBH (IN.) SPECIES DLR (FT.) 1734 12" RED ALDER 10' 1741 16" RED ALDER 20' 1743 12" RED ALDER 14' 1745 14" RED ALDER 16' 1746 14" RED ALDER 16' 1749 12" RED ALDER 14' �1753 1817 1854 14" 22" 12" RED ALDER DOUG FIR BIG LEAF MAPLE 16' 14' 16' 1858 12" WESTERN LARCH 10' 1866 10" WESTERN LARCH 10' 1901 24" DOUG FIR 18' 1902 26" LEAF MAPLE 48' 1903 16" DOUG FIR 8' 1904 16" DOUG FIR 8' 1953 14" DOUG FIR 10' 1954 16" DOUG FIR 16' 1955 14" WESTERN LARCH 10' 1956 26" BIG LEAF MAPLE 16' 2023 22" DOUG FIR 16' E__7 TREE TABLE SVY POINT# 2617 2656 DBH (IN) SPECIES 22" DOUG FIR 12" BIG LEAF MAPLE DLR (FT.) 18' 16' SYMBOL LEGEND MONUMENT AS NOTED FIBER OPTIC MAINTENANCE HOLE NW V NE TELEPHONE MAINTENANCE HOLE SW SE SECTION CORNER TM^c TRAFFIC SIGNAL MAINTENANCE HOLE C---x—j QUARTER SECTION CORNER PAD MOUNTED TRANSFORMER 2 Q FOUND REBAR AS NOTED = HAND HOLE SET REBAR AND CAP LS 31976 ® A/C COMPRESSOR ® FOUND SURFACE MARKER/DISK YARD LIGHT ® SET SURFACE MARKER/DISK LS 31976 -03m POWER POLE OSEWER MAINTENANCE HOLE &— GUY WIRE Qs SEPTIC MAINTENANCE HOLE 0-�STREET LIGHT ® SEWER CLEAN OUT ---OHU—OVERHEAD UTILITIES (GENERAL/MIXED) —SSSS—SEWER LINE —OHE—OVERHEAD ELECTRICAL OSTORM DRAIN MAINTENANCE HOLE — OHC—OVERHEAD CABLE OCATCH BASIN (TYPE 2) —OHT—OVERHEAD TELEPHONE CATCH BASIN (TYPE 1) —UGU—UNDERGROUND UTILITIES (GENERAL/MIXED) ® STORM DRAIN CLEAN OUT —UGE—UNDERGROUND ELECTRICAL • ROUND YARD DRAIN —UGC—UNDERGROUND CABLE ® SQUARE YARD DRAIN —UGT—UNDERGROUND TELEPHONE _SD —STORM DRAIN LINE — FO —UNDERGROUND FIBER OPTIC WATER MAINTENANCE HOLE 0 BOLLARD WATER VALVE 0 MAILBOX wM FR WATER METER SN SIGN FH FIRE HYDRANT �WF WETLAND FLAG BLOW OFF VALVE /O( SNAG IRRIGATION VALVE/JUNCTION �_'�jD — W —WATER LINE 'D DECIDUOUS MULTI -TRUNK ®GV GAS VALVE 0C5 DECIDUOUS OGM GAS METER — G —GAS LINE CONIFER MULTI -TRUNK 0 CABLE RISER CONIFER ■CTV CABLE BOX CABLE MAINTENANCE HOLE \ ` ss I s i I I I \ i I 2'4,02 I FOUND MONUMENT\ IN CASE \ 238 I EM SET REBAR & CAP VAC. ORD 4996 i LS 31976 SET i REBAR & CAP i \ LS 31976 I \ \ I \ 1 � PLOc \ \ GRAPHIC SCALE 10 0 10 20 40 LOT 23 \\ 1 INCH = 20 FEET ------ -2-421 \ \ R EIVPD OCT 2\1 2019 MATCH LINE — SEE SHEET 2 �MI�NTYp�pWAY PMEN 09/16/2019