Loading...
17-104366-PCAkCITY OF Federal Way November 21, 2017 F IL :,20 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Hans Korve Emailed: bans dm-inc.us DMP Engineering 726 Auburn Way N Auburn, WA 98002 Re: File #17-104366-00-PC, PREAPPLICATION CONFERENCE SUMMARY Avo Short Plat (fka Nazarian), 33059 451h Way South, Federal Way Parcel: Dear Mr. Korve: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held October 26, 2017. 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 and Public Works Department, and representatives from Lakehaven Water and Sewer District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Associate Planner Leila Willoughby -Oakes, 253-835-2644, leita.willoueliby-oakes(@cityofrederalwgy.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 pennitting process can be referred to your key contact. PROJECT DESCRIPTION Proposal to short plat one single family parcel into two lots. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. Mr. Korve November 21, 2017 Page 2of11 s Planning ■ The existing residence is on septic. Prior to final recording please obtain King County Health Department approval and an approval signature on the final drawing. ■ Show all existing and proposed improvements on the short plat per the enclosed Bulletin #010, showing all listed information. Provide a statement with your formal application explaining how open space will be provided. For a conventional short subdivision, open space in the amount of 15 percent of the gross land area of the subdivision site is required to be provided. If the city determines that the location, quality, or extent of the required open space would not fulfill the intent or purpose of useful common open space, a payment of an equivalent fee -in -lieu of the required project open space shall be paid pursuant to FWRC 18.55.060(2). ■ Public Works Traffic Division • Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency permit with application fee of $1,620.00 is required for the proposed project. • Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for each residential dwelling unit, assessed at building permit issuance. • Frontage Improvements (FWRC 19.135.040) — Construct street improvements along Military Road South. • Access Road — Private road/driveway (Dwg. No. 3-2CC) shall serve a maximum of 2 units and shall meet all conditions identified on the standard plan. 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. PLANNING DIVISION (Leila Willoughby -Oakes, 253-835-2644, Lei! a. W i llo u gh by -Oa kes(a)c i ty offed a ra lway. co m ) 1. Existing Site Conditions — The existing parcel is located at the corner of Military Rd. S. and 451h Way S. and contains a single family home and accessory out buildings. The majority of the lot is lawn with several stands of trees. 2. Comprehensive Plan and Zoning Designation —The city's comprehensive plan designation for the subject property is Single -Family Residential — High Density. The property is currently zoned Residential Single -Family (RS) 9.6. The minimum lot area for residential lots in RS 9.6 zones is 9,600 square feet. 3. Short Plat Process — Pursuant to FWRC 18.30.010, short plat applications are administratively processed through the Community Development Department. The administrative review process requires that the Community Development Director issue a decision on the short subdivision request, confirming conformance with FWRC 18.30.110(2). After the permit center accepts an application, city staff will conduct a completeness review, issuing a letter of completeness or incompleteness within 28 days of receiving the application. 17-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 3 of 11 A notice of application is required per FWRC 18.30.080 with a 15-day public comment period. A master land use application, a short plat handout with submittal checklist and related land use assistance bulletins are enclosed; relevant code sections are available at the city's website at www.ctoffederalway.com under Title 18 - `Subdivision.' Prior to construction of short plat improvements, engineering approval must be granted by the Public Works Department. Please see Development Services comments below for specific information regarding engineering requirements. 4. State Environmental Policy Act (SEPA) —Short Subdivision applications and associated permits for less than 20 residential dwelling units are exempt from state environmental review pursuant to FWRC 14.15.030, categorical exemptions, flexible thresholds. No environmental checklist is required. 5. Public Notice — The city will prepare and post a notice board or boards on the subject property. Copies of the Notice of Application will also be posted at the city's designated public notice areas and published in the Federal Way Mirror. Code amendments under review include requiring public notice mailings to property owners within 300 feet of the subject property. 6. 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. If the fee -in -lieu option is chosen, a written request to Parks Director John Hutton is required. A copy of this request is a required component of the short plat application. Open space fees -in -lieu shall be paid prior to recording the 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 and accessible to both parties: Open Space Category % of Gross Land Area Usable 10% minimum Conservation No maximum or minimum Buffer 2% maximum Constrained 2% maximum 7. Tree Retention/Replacement — The short 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 1.43-acre site (62,354 sq. ft.), 36 tree units are required (25 x 1.43 = 35.7 tree units). Tree unit credits are in Table 2.of FWRC 19.120.130(2). Per FWRC 19.120.130(3), the total number 17-104366-00-PC Doc ID. 76607 Mr. Korve November 21, 2017 Page 4 of 1 1 of tree units required to be provided is calculated by multiplying gross site acreage. Tree replacement and retention requirements shall be applied to both lots. 8. General Zoning (RS 9.6 - 1 unit/9, 600 sq. ft) a. `Detached Dwelling Units' are a permitted use. b. Maximum height of structures-30 feet above average building elevation. c. Maximum roof eave overhang within the required yard is 18 inches (1.5 feet). d. Lot Size — The zoning for the subject site is RS-9.6. The minimum lot size in this zone is 9,600 square feet. e. Setbacks — Future residences must conform to the following building setback requirements of FWRC 19.200.010, "Detached Dwelling Units": front yard —twenty feet; side yard —five feet (ten feet if on a corner); and rear yard —five feet. All structure setbacks are measured from the access easement on this project. f. Driveway Standards (FWRC 19.130.240) — Residential driveways serving a two -car garage shall not exceed 20 feet in width. A driveway serving a three -car garage may exceed 20 feet in width if the subject property is at least 60 feet in width and the garage is located not more than 40 feet from the front property line. Driveways may not be closer than five feet from any side property line. Please refer to Traffic Division comments for public street standards. g. Parking — Two spaces per dwelling unit. h. Lot Coverage — Maximum permitted lot coverage is 60 percent of the total lot area. i. The following flag -lot setbacks apply to this proposal: Lot 2 Dm—Y Iw WI V LEA II A.— Easeman: � . ....... kr Ln 1 or LIJt s i Lpt 1 Dl;,,�N� Not an arterial _ _ 1a 1.W2 or principal collector Dnvnxar ror Ln13 and Accra E, s rni Lnt 2 Flag Lot Setbacks Los a ••T to t D1W—, 1. Lo12 Arterial or aena��».<EA:el��e�l "Principzl collector ror Lm 1 LA 7 W2 1.W 1 Note arterial or principal colfecfor F = Front Yard S = Side Yard R = Rear Yard 17-104366-00-PC Doc ID: 76607 Mr. Korve November21, 2017 Page 5 of 1 1 9. Subdivision Design Criteria— Short plats are subject to the subdivision design criteria of FWRC 18.55. 10. Clearing and Grading— 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, if clearing and grading work is proposed. 11. Rockeries and Retaining Walls — For single-family residential lots, rockeries and retaining walls shall be: A maximum of six feet in height as measured from finished grade at base of wall to top of wall. Composed of brick, rockery, textured or patterned concrete, or other masonry product that complements the proposed building and site development. Other materials may be used with the approval of the community development and public works directors. There shall be a minimum setback of one foot for every foot in rockery or retaining wall height between the rear of a residential building and any rockery or retaining wall; provided, that a usable space equal to the rear yard setback must always be maintained. 12. Per city records all existing building, land use and other permits on this parcel have expired. 13. 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. 14. Administrative Fees — Please contact the Pen -nit Center for current short subdivision review fees at 253-835-2607 or permitcenter@cityoffederalway.com. The applicant will also be responsible for transportation concurrency, engineering review (EN) fees, and King County recording fees. 15. Approval Duration — Short plat preliminary approval expires five years from the date of approval. Engineering plans must be approved, improvements constructed, and the short plat must be recorded within the five-year time period. No less than 60 days before the approval expiry date, the applicant may request up to a two-year time extension at the discretion of the Community Development Director. 16. Fees — Development fees change annually. Contact the Permit Center at 253-835-2607, or permitcenterO,cityoffederalway.com. Please be aware that additional utility fees, school impact fees, fee -in -lieu of open space, concurrency, right-of-way modification, engineering plan review fees and demolition (separate application) may apply. 17. Recording — The applicant shall record the short plat with the King County subsequent to the Public Works Department approval of the engineering plans, returning an original copy to the city. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the Community - Development and Public Works Departments. The open space fee -in -lieu must be paid in full prior to recording. I7-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 6 of 1 1 PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). As a short plat, this project meets the requirements for a Full Drainage Review. At the time of land use site plan preliminary short plat submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has V = 100', five-foot contour planimetric maps in GIS format that may be used for basin analysis. The downstream analysis for the previous project may be submitted. 2. The project lies within a Conservation flow control area and Enhanced Basic water quality area, thus if facilities are required, the applicant must design them to meet this performance criteria. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. In this case, since only one house will be added, facilities are unlikely to be needed. Plans must be provided showing that BMP's can be successfully used to meet flow control requirements for a single family home and driveway. 3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Show the proposed location and dimensions of the drainage facilities and/or BMP's on the preliminary plans. Right -of -Way Improvements 1. See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for traffic related items. 2. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. 3. FWRC 19.135.280 requires that driveways serving residential uses may not be located closer than 25 feet to any street intersection. Lots and intersections within new subdivisions or short plats must be designed to meet this standard. Building (or EN) Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City. Engineering review fees are $1,640.00 for the first 12 hours of review, and $135.00 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 17-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 7 of 1 I 2. In addition to engineering approval, projects that will be filling or grading in the area of the future building pads are required to obtain a separate grading permit from the Building Department. 3. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at littp://www.cityoffederalway.com/index.aspx?iiid=171- to assist the applicant's engineer in preparing the plans and TIR. 4. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two- year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 6. 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. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. 9. Temporary Erosion and Sediment control (TESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS — TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.lon2()cityoffederalway.com] Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for two Single Family Detached Housing, the Institute of Transportation Engineers (ITE) Trip Generation - 8t1i Edition, land use code 210 (Single Family Detached Housing), the proposed project is estimated to generate approximately 2 new weekday PM peak hour trips and 10 daily trips. 17-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 8 of 1 1 2. A concurrency permit is required for this development project. The PW Traffic Division will perform 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). The estimated fee for the concurrency permit application is $1,620.00 (less than 10 pm Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with 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) Based on the submitted materials for two single family lots, the estimated traffic impact fee is $3,991. The total amount of the impact fees will be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect. The applicant may request, at any time prior to building issuance to defer the payment of the impact fee to final building inspection. If this option is selected, a covenants prepared by the city to enforce payment of the deferred fees will be recorded at the applicant's expense on each lot. Please, refer to defer payment of impact fee code for process. Street Frontage Improvements (FWRC 19.135) ! . The applicant/owner would 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 would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: 0 Military Road South is a minor arterial planned as a Type "K" streets, consisting of a 44- foot street with curb and gutter, six-foot planter strips with street trees, eight -foot sidewalks and street lights in a 78-foot right-of-way (ROW). Assuming a symmetrical cross section, half street improvements are required and no right -or -way dedication. s Private road serving two lots shall be per Dwg. No. 3-2CC and shall meet all conditions identified on the standard plan. Provide supporting documentation permitting Lot 1 to utilize private access Tract G 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 right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $270. 3. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director. 17-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 9 of I I Access Management (FWRC 19.135) 1. Direct lot access onto Military Road South is not permitted. 2. A turn around may be required as specified by South King Fire and Rescue. 3. Provide supporting document permitting Lot 1 to utilize private access Tract G. 4. All lots shall be accessed by a public street right-of-way (FWRC 18.55.020). In certain cases, lots may be accessed by an ingress/egress and utilities easement or alley subject to the requirements established in the City of Federal Way Public Works development standards. Residential lots should not have access onto arterial streets. LAKEHAVEN WATER & SEWER DISTRICT (Chris Brian Asbury, 253-946-5407, BAsbury(a-Aakehaven.or2) Water • A Certificate of Water 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). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days'to issue for typical. Current/2017 cost for a Water Certificate of Availability is $90.00. • Hydraulic model results (FF #163, copy attached) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s, at no less than 20 psi, is exceeded at a fire flow rate above 3,100 GPM. This flow figure depicts the calculated performance of the water distribution system under high demand conditions. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. • The site has one (1) existing residential water service connection (WtrSvc 30423, 5/8"0/4" meter). • A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger meter/service, etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. ■ Proof of existing, recorded private, water easement will be required across adjacent property (Tract G, Northlake Ridge), for the benefit of the portion of the owner's building supply line (new Lot 1) across said adjacent property. This private easement shall cover off -site property along the route of the affected portion of the building supply line from the new/future water meter location to the owner's property (Lot 1). • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Water Service/Meter Installation, 1" preliminary size: $4,230.00 deposit. Actual size TBD by Lakehaven based on UPC plumbing fixture count (or fire -protection system demand [if installed], whichever is the larger demand). • Capital Facilities Charge(s)-Water: $3,476.00. Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 1.00 Equivalent Residential Units (ERU). Please contact Lakehaven for further detail. 17-104366-00-PC Doc ID: 76607 Mr. Korve November 21, 2017 Page 10 of 1 1 Sewer • A Certificate of Sewer Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building pen -nit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. Current/2017 cost for a Sewer Certificate of Availability is $90.00. • The site does not have any existing sewer service connections. • A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the sanitary sewer system or any modification (re -align, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. • Proof of existing, recorded private, sewer easement will be required across adjacent property (Tract G, Northlake Ridge), for the benefit of the portion of the owner's sewer service line(s) across said adjacent property. This private easement shall cover off -site property along the route of the affected portion of the sewer service line(s) from the new/future point of connection(s) to existing sewer system facilities to the owner's property/lots. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. o Sewer Service Connection Permit, new lot: $210.00. o Capital Facilities Charge(s)-Sewer: $3,325.00 per ERU. o Latecomer Charge(s)-Sewer: $1,111.21 per ERU (charges expire 11/20/2018). o Service Agreement Charge(s): $140.00 (each lot, if private grinder pump used for method of sewer service connection). o County Document Recording Charges: $80.0+/- per Service Agreement (if private grinder pump used for method of sewer service connection). General • All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages (http://www.lakehaven.org/204/Development-Engineering). • All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7243, chris.cahan@southkingfire.org) Fire Flow — A Certificate of Water Availability shall be requested from the water district and provided at the time of building permit application. Please request and submit a hydraulic fire flow model at time of building permit application for residences exceeding 3600 square feet including garages and covered areas. Fire Hydrants — Hydrant location policy requires a hydrant within 350 of each lot. Existing hydrant cannot be accessed across Military Rd S. Emergency Access — Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 biM://soutlikingfire.ores/DocutnentCenter/HomeNiew/24 17-104366-00-PC Doe ID: 76607 Mr. Korve November 21, 2017 Page 1 1 of 1 I Fire Sprinkler System — An NFPA 13D fire sprinkler system may be substituted for sub -standard emergency access and/or water supply. 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). As you know, 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 the key project contact, Leila Willoughby -Oakes, 253-835-2644. We look forward to working with you. Sincerel , Ltu Leila Willoughby -Oakes Associate Planner enc: Short Plat Submittal Checklist Lakehaven Enclosures Tree Unit Calculation Sheet Master Land Use Application Planning Division Redlines Ann Dower, Development Services Sarady Long, Traffic Division Chris Cahan, South King Fire & Rescue Brian Asbury, Lakehaven Water and Sewer District Avedis Nazarian; Email: avo.nazarian@comeast.net 17-104366-00-PC Doc 1D. 76607 LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: Kathy Brown 8/18/11 Location to be Modeled: Plat of Northlake Rim Lakehaven'1A Section Grid: N-10 Intersection: S 330"' Place & 47t" Place S Add. Description: See attached map Pressure Zone: 578 Results By: Date: Model Run No.: John Bowman 8/22/11 Master Water System Model2007.net FF #277 Condition Pressure (psi) Flow (gpm) Static 79 0 Fire Flow 20 4300 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 2800 gpm. Fire flow capacities greater than 2800 gpm may be accommodated through water system improvements. Form Rev. 5/30/08 SOURCE: Lakehaven Utility District 8/18/11 cc W 1521049184 ��h4 1521049183 1521049398 WATER -Existing WATER -Abandoned A -Hydrant 1521042047 �iaicsJIic• 1521049137 81814Z0'I,.° = 61$150D310~� t�1`�` •� f fi1$1Os3t40` ¢18150TR 518142{j124 i f 6181-%603T i 61814MIOD \ A� 0 61814�}T10 •� ��� L 61$T 618142TR-0 1521E+49152 ;. � �, 6181500M 6181420W % y S181Sfi 0F0 61$1SIM = 6181A2= Z� / 6181SL}Q050 ism —fi18142 \ �. r 81�46D40 6161500120 1 1 1521049171 N0PrMiL&KEfl � � ; • 6181506020 f ---- B181500130 � r �, fi18150ClS14 : �' f f 1521049012 -• � � I if MARIE SHORT PLAT PHASE 1 0 6181SM-140 ll `. \ 1521049D81 6181515616's I r� 152IM155 `$ 5181*)040 I 61t31 4332ND ' 618140777'7 i � `.I6i 81400934 �,3t �� �� � 61814477TT 140D330 � 61'a 401010 t 618150D19D 1sz1o4921s o 1521049106 a 54029D i 6181&DTR A 1521049D50 � Note: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. Lakehaven WATER & SEWER DISTRICT 1521049152 33040 1y d,� 1815001 6181420480 '+ 4419 ]p Ao, 18150003 18150002 q 4407 61815000 4403 1521049012 33049 1521049081 Ex. WtrSvc 30423 5/8"x3/4" Meter 1521049155 33059 Ex. Brant 4424 6181400400 4440 , 1814004 Q 181400410 6181400980 •• 4416 4432 .•• Ex. 6181400390 •'�• .Hydrant 4448 . • • . s"nx s"n pQ�c,•� T 8" PVC 6181400380 �. 18140004e 0 33214 6181400020 •6181401010 618140003 4437• 4427 6181400010 '�•S• ' y� 4445 6181400 33222 181400060 6181400990 Q� g 6181400370 618140TRCT 33230 33216 Z+. 1814QQ �•+ 33224 u i t: LaKenaven water ana newer AVO 511Ort Plat istrict neither warrants nor guarantees 17-104366-00-PC le accuracy of any facility information 0 100 200 ,ovided. Facility locations and conditions -e subject to field verification. Feet 10/26/2017 BIA CITY of Pre -application ConferenceSign Si n in Sheet Federal Way October 26, 2017 9:00 a.m. COMMUNITY DEVELOPMENT REVIEW COMMITTEE Proiect Name: Avo Short Plat f2-lot] Address: 33059 451h Way S._Federal Way File Number: 17-104366-00-PC City Hall Hylebos Room NAME DEPARTMENT / DIVISION TELEPHONE NUMBER 1. Leila Willoughby -Oakes, Associate Planner Planning/Community Development 253-835-2644 L.eila.Willooughb� Oakes cit offederalwa .com 2. S ?�iV� '"ti jl amE e dIft p-tic 7 53 Z D v 3. �Vo NcLz D 4. a lo( I I 5.R►(�N PcSQ� ELY L� KE4�FFvEN �ufkTE� sEwC2- tis-t', 253 - �� -- S�Fo r% fjA58vRY MxFm pay, 6. (,SC4,-rC V�-� bah 7. 11 _L -0� --Pr mzo Pis dAku i& Z 5-2 - 83 S- 27 3Z 8. �� - �, ��s.25 s - c6 ' - a7 3 d 9. 10. 11. 12. Avo Short Plat - Vicinity Map tpo 43 3 0 *r33009 �3 293 S. ! I �_ ii 3016 330 i` t 33 i 1 t �.' -�' 3{1j1 t IV 3X0I7 I 33(1]2 r 4530 4033012 {{ 1 r 452 33 018 • 1 33 ff21. �. � .•�~ ,t 63 6�3052 I ,63303 3017 330 2 `33024 t 1 02* `33 2 ��3-30n 0 � `1 ■.33 PO- 43 3 029 S 433048 1 33� 43310 ,3-31.2t 3 3132 11 N-,, 4L13 �4121� 041370 14 41'-p �413 8 44145 0 3t136 �3 � 2 a 3Oa. 4v o El 3`321S . �3R33 4 F-33037 ,b33034 334050 V3 3 045 4214 422 2 I A { � 3O56 .. _, Al . li4219 633 ,633 071 6431 Q 0°�3 18 0 1 3 I 41 I �1 03215 4 3212 1.33217 1.5 �4-I,31 a sr a 43322G33221 133220 �33225 232 - 323 -4 ti- 3322'9 Illi,33228 3 3233 302 r �3324_ �331 332 j.7 �' � � �3.3236 .332 1 � 'h titi-1tiA �7 l a� r, tp o4q Project Site 1 0 1G *442-4 � The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use ofsuch information. This documentis 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. 448 6445 4�3 33040 4� 4�1J. 19 19 4r ���3 23051 Date: 9/5/2017 Notes: �33019 c �33 011 aar 'poly 3302:- 43301. `33Q�3! 'I U3 3103 4,33104 �331 1,33220 �a 302 (33O ! `3301: 3302[ 2 ,b33102 3 1. 11 `331If V3 3 RECEIVED SEP 11 2017 CITY OF -FEDERAL WAY COMMUNITY DEVELOPI?ENT N 1411 N King County A GIS CENTER \;CITY OF FEDERAL V —Y COMMUNITY DEVELOPMENT bhPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 3, 2017 TO: Cole Elliott, Development Services Manager Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Leila Willoughby -Oakes, Planning FOR DRC MTG. ON: October 12, 2017, last item of internal meetings October 26, 2017, 9 am- with applicant FILE NUMBER(s): 17-104366-00-PC 8 102611-EN (expired) 07 104197-CN (expired) 07 104195-SU (expired) 11 102182-SF (built?) RELATED FILE NOS.: Nazarian Short Plat PROJECT NAME: Avo Short Plat PROJECT ADDRESS: 33059 45th Way South, Federal Way ZONING DISTRICT.- RS 9.6 PROJECT DESCRIPTION: Proposal to subdivide one single family parcel into two building lots with a pan -handle access easement serving ne Lot 1. Lot is at the corner of Military Road S. and 45th. PROJECT CONTACT: Avedis Nazarian 33059 45th Way S. Federal Way, WA 98001-3505 avo.nazarian(a)comc ast.net MATERIALS SUBMITTED: Master Land Use Applicatic)\Vicinity Map -Proposed Short Plat Drawing Nazarian Short Plat Findings of Fact A�k sc,e1 VJeD . CITY OF SEPi 2017 Federal Way C0� N���;�WlY EL011*Nr MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8'h Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 w,,vw.cityo Ctedcraiway.tnm APPLICATION NO(S) J / '" f Date �7 Project Name 7 Property Address/Location 2S� 0 S`t Parcel Number(s) s 24 0( Project Description �O PI.VARR PRINT — `t Ss — 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 reline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential k,%.p r T F Lam-, Required inform 10 A. Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Constriction Type Applicant Name: Polh S y1op V'r- Address: 1LZ6 Aw*.b(A-r^ Wtr City/State: A &,.bu.►.. `f ij ooZ Zip: Phone: 25 3 333 Zzo O Fax: ZZd 6 Email: �na•v�s 'e �.wQ— t�1�. uLS Signature: I Agent (if"different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner r Name: V-eJ +q3 1 �i cx. 7 0.— Address: 3 0 j I Lr ."''h Wes` City/State: Zip: Phone: A10 Fax: c 070 ��j T12+ Email:'0. '7 Signature: J -• .yn Bulletin #003 — January 1, 2011 Page 1 of 1 k:\llandouts\Ivlaster Land Use Application LEGAL DESCRIPTION THE SOUTH 135 FEET OF THE FOLLOWING DESCRIBED PROPERTY: FOUND PK NAIL N70e44`48"E 0.23` FROM CALC POSITION MAY 31, 2007 THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 21 NC)RTH, RANGE 4 EAST, YV,M,, IN KING COUNTY, W4SH|NGTON, DESCRIBED AS FOLLOWS: LYING WESTERLY OF THE WESTERLY MARGIN OF MILITARY R[)/\O SOUTH; EXCEPT THE WEST 534^73 FEE[ THEREOF` 0���'��'���| BOUNDARY ^",=�,�~^,`,` � 62N4ASqFt���"� SDMH R|M=3Q2.79 ~^--|F/18"NmA=388.O8 |E(18"SE)=388.04 � '^� \ SD olo FOUND REBAR W/ MUTILATED CAP \ � IN PLACE HE CEDAR 1,�-40 CEDAR IR Lu 2"FIR 18$LDER CEDAR LOT LOT e HOUSE 0.61 Acres 12 CEDAR 2 "FIR plo ° SO 8 - �x FIR —TWIN 'GARAGE Tl �v EXISTING 18"FIR—Twl�/ I H DNCRETE FOUND 24 CEDAR CT I STL Lu uz PER c� / \ \ 45 / 44 43 42 � p- 41 / CB\ .`..~_ � ,~ ., r~ Ch / 4U / Lu '���E/ 3°2"" ` —`- ''/ ------ ` / 39 -) -~ 0 w~ /, LT ' �� 38 / `^ ~~ -~ - m�y . ff� ~� 1.4 z \ � SOK4H R\k4=392'37 |FY18"NmA=384.87 }E/18"W,SE\=384.77 SDk4H RIM=392.11 (18"NN(SE)=384.21 �wv CB R>M=381.88 |E/12"Sl=387.74 VERTICAL DATUM NN REBAR m»' CAP LS36785 SET (} OTHER CORNERS FOUND Q� FOUND CASED MONUMENT AS SHC o ---o BOARD FENCE 0 ---o CHA\NUNK FENCE SS— SS SANITARY SEWER LINE SD ---So STORM DRAIN LINE «« --- vv WATER LINE �� �� SEWER MANHOLE �� STORM DRAIN MANHOLE�� STORM DRAIN CATCH BASIN B8 WATER METER »� WATER VALVE O '-` FIRE HYDRANT -�� POWER POLE pvVR OVERHEAD POWER LINES % STREET LIGHT NOTES THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. TH|3 SURVEY VVAS C(}NDU{�TEO VNTHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OR RESTRICTIONS OF RECORD,IF ANY. THE BOUNDARY CORNERS AND LINES OEPICTE[ THIS MAP REPRESENT DEED LINES ONLY. THE` NOT PURPORT TO SHOW OWNERSHIP LINES TH OTHERVN�E BE DETERK�{NED B`/ A CC�U�T (}F L EQUIPMENT USED TOPCDN GPT 82054 ROBOTIC TOTAL STATION FC-20DO DATA COLLECTOR ELEVATION FOR THIS uuRvEr ARE BASED UPON AS-oUxzS OF THE SANITARY o8w[n SYSTEM IN PLACE ALONG 45Tn(WAY oouTn. THE sEvv[n W4w*oL[ AT 45TH WA, SOUTH & SOUTH 332mm PLACE |wvsnT cLEv4Tmm or 397'87 WAS USED AS THE 8[o*wAnn FOR THIS sonvcY' GRAPHIC SCALE 1 ( IN FEET ) REV. NO DA TE DE R APPROVED 726 AUBURN WAY N. 33059 — 45th WAY S., FEDERAL WAY, WA. 98001 PHONE: 253-333-2200, FAX: 253-333-2206 PROJECT NAZARIAN SHORT PLAT L ENGINEERING - SURVEYING LAND PLANNING DRAWN By LM SCALE 30, DRAWING PREAPPEXHIBIT SHEET 8.'vPRo,1Ezn04-480AVO