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16-103468-PCCITY OF � Federal Way August 22, 2016 � Y :, iTY HALL F r _CIr- 33325 8th`Avenae South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Mr. B. MacVeigh, P.E. Emailed: brucewenigr rr comeas_t_.ne_t_ 14245 591h Ave. S. Tukwila, WA 98168 Re: File #16-103468-PC, PREAPPLICATION CONFERENCE SUMMARY Swarn Gill Short Short Plat, 31029 22"`' Ave S (Parcel: 053700 0580), Federal Way Dear Mr. MacVeigh: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held August 18, 2016. 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 Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In 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 Leila Willoughby -Oakes, 253-835-2644, leila.willoughby� oakes cit offederalwa .cam. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The applicant proposes to subdivide one existing single-family residential parcel into three lots on 0.77 acres (33,786 square feet). The site is zoned RS7.2. An accessory building will be demolished and an existing single-family residence will remain. The applicant submitted a preapplication in April 2016. The July 18"' proposal contains 3 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. Doc ID: 74199 16-103468-00- PC Mr. B. MacVeigh, P.E. August 18, 2016 Page 2 • Planning Division 1. Please contact the Department of Ecology Voluntary Soil Clean -Up Program. The proposal is within a detect zone of the Tacoma Smelter Plume (20-40 ppm concentration). 2. The applicant shall remove the accessory structure (garage) to comply with minimum property - line setback requirements prior to recording and as a condition of the preliminary short plat approval. • Public Works Development Services Division Effective April 24, 2016, the City adopted the 2016 King County Surface Water Design Manual (KCSWDM). The project will be required to comply with the stornwater requirements of this manual. �. Public Works Traffic Division 1. A Transportation Concurrency permit with application fee of $822.00 is required per FWRC Chapter 19.90. 2. Traffic Impact Fee (TIF) payment of $11,490.00 per FWRC 19.91. 3. Street frontage improvements and right-of-way dedication are required along the property frontage on 22nd Avenue S per FWRC 19.135.040. 4. The current proposal needs to meet access management standards per FWRC 19.135.280. 5. The current proposal needs to meet block perimeter requirements per FWRC 18.55.010. 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 W-Oakes, 253-835-2644, Leila.Willouglibv-Oal:es ur}ci offecleralway.com I . Existing Site Conditions — On March 30, 2016, planning staff visited the site. The existing parcel at the rear is densely forested, a long -rectangular shape, and relatively flat. Abutting properties contain single family homes. The parcel is located in close proximity to a major road (S 312t" St). The front portion of the parcel is developed with a single family home and garage. The area does not contain street frontage improvements. Procedural Information — Pursuant to FWRC 18.30.010, short plat applications are administratively reviewed by the Department of Community Development. The administrative review process requires that the Director of Community Development issue a decision on the short subdivision request, establishing compliance with FWRC 18.30.110(2). After the permit center accepts an application, planning division staff will conduct a completeness review and issue a letter of completeness or incompleteness requesting additional information within 28 days of receipt. The master land use application and short plat submittal checklist are enclosed; relevant code sections are available at the city's website at www.cilyoffederalway.com under Title 18 `Subdivision.' After the Director issues a preliminary short plat approval, the applicant shall submit a construction permit for short plat improvements prior to final recording. Please see Kevin Peterson's comments for development engineering requirements. 3. Public Notice — Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. The city will prepare and post a notice board on the 16-103468-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 3 subject property conspicuously every 500 feet of frontage. Copies of the Notice of Application will also be posted at the city's designated public notice area and published in the Federal Way Mirror. Short plats do not require mail distribution to abutting residential property owners. 4. State Environmental Policy Act (SEPA) —Short plat applications are typically exempt from the requirements of SEPA review per Washington Administrative Code (WAC) 197-11-800, Categorical Exemptions. 5. Approval Duration — Short plat preliminary approval expires five years from the date of approval. Engineering plans must be approved, improvements constructed, and the short plat must be recorded within the five-year time period. No less than 60 days prior to the lapse of approval, the applicant may request a two-year time extension for the short plat approval. 6. Tacoma Smelter Plume — The subject property is located in the Tacoma Smelter Plume detect area containing 20.1 ppm to 40.0 ppm arsenic concentration. Please contact Eva Barber, Technical Assistance Coordinator, Department of Ecology, at Eva.Barber a.eey.►Ivagoy or 360-407-7094 regarding the Voluntary Soil Clean -Up Program. The applicant may choose to conduct soil testing during the preliminary short plat review and construction at the request of the City. 7. Lot Size — The zoning for the subject property is a high density residential zone (RS-7.2, 1 Unit/ 7,200 square feet). Please note any areas established as an ingress/egress easement, pipestem, or access tract for each property must be subtracted from the underlying parcel size. Please include the "net" lot area on the lot closures and short plat drawing for preliminary approval. The private road shall be put into a tract and described on the face of the short plat. 8. Setbacks — Future residences must conform to the following structural setback requirements of front yard —twenty feet; side yard —five feet (measured from any access easement); and rear yard —five feet. Existing structures must conform to the structural setback requirements from newly located property lines. 1 he tollowing tia= Ip: I01 �Lrw�v y 1 W r1 ra rdl ltl: z- Vie---• '� W..r�2 Notannrt¢rlal w Lax or Principal collector lot setbacks Flag Lot Setbacks I ::2 :a Lux Arterial or brLm I,=s E.,e=:wee r tipm m l wit r cm s Not an arterial =Side Yard ii prinr'ijial 2oiia2ioi R=Rear Y. rd :) this proposal: 16-103468-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 4 .9. Other General Zoning Requirements — `Detached Dwelling units' are a permitted use in the RS7.2 zoning district. a. Maximo n height of structures — 30 feet above average building elevation. b. Maximum roof eave overhang within the required yard is 18 inches (1.5 feet). c. 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. d. Parking— Two spaces/dwelling unit. e. Lot Coverage — Maximum permitted lot coverage is 60 percent of the total lot area. The following describes calculating lot coverage: "19.110.020 Calculating lot coverage. (1) General. Except as specified in subsection (2) of this section, the area of all structures, pavement and any other impervious surface on the subject property will be calculated as a percentage of total lot area, exclusive of the area of any recorded access easements, in determining compliance with maximum lot coverage required in this title. If the subject property contains more than one use, the maximum lot coverage requirements for the predominant use will apply to the entire development. "(2) Exceptions. The following shall be excepted from the provisions of this section: (a) A wood deck will not be considered as an impervious surface for maximum lot coverage proposed if the deck is constructed with gaps between the boards and if there is a pervious surface below the deck. (b) A vehicular access easement, private tract, or that portion of a private driveway located within the "flag pole" or "access panhandle" part of the lot will not be used or considered in determining compliance with the maximum lot coverage requirement of this title. (c) One-half of the area covered with grass grid pavers will be considered as impervious surface in determining compliance with the maximum lot coverage requirement of this title." 10. Design Criteria — Short plats are subject to the subdivision design criteria of FWRC 18.55.020. Please see Development Services and Traffic Division comments below. Please note no 10-foot landscape buffer shall be required along 22nd Avenue South. The street is a minor collector. 11. 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. *Please provide a narrative statement with your preliminary short plat submittal on how the open space will be provided.* The fee -in -lieu shall be paid at the time of plat recording. 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: 16-103468-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 5 Open Space Category % of Gross Land Area Usable 10% minimum Conservation No maximum or minimum Buffer 2% maximum Constrained 2% maximum Per FWRC 18.55.060.6, "Open space shall be owned in common [and maintained] undivided interest by all property owners within the land division as members" and placed in a tract. As with other tracts, an open space tract cannot count towards the minimum lot area of Lots 1-4. FWRC 18.55.060 requires usable open space shall be readily identifiable, accessible for all residents in the subdivision, and centrally located. 12. Homeowners Association Requirement — If the applicant proposes to provide onsite open space, pursuant to FWRC 18.55.060 (5) the applicant shall establish a Homeowners Association with CC&Rs for the care and maintenance of the tracts and other common areas. "Open space not part of an adopted parks, recreation, trails or open space plan shall be owned in common undivided interest by all property owners within the land division as members of a homeowners' association or corporation as set out in a declaration of covenants and restrictions, and approved by the city." 13. 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, if clearing and grading work is proposed. Please include the number of cubic yards to be graded and cleared and imported fill. 14. Rockeries and Retaining Walls — For single-family residential lots, rockeries and retaining walls shall be: (a) A maximum of six feet in height as measured from finished grade at base of wall to top of wall. (b) 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. (c) 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. 15. 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. In the case of the 0.77-acre site, it appears that approximately 20 tree units are required (25 x 0.77 acres = 19.39 tree units, fraction rounded up). Tree unit credits are in Table 2 ofFWRC 19,120.130-2 (below). The formal application must indicate what trees are to be removed, areas of non -disturbance, and tree protection measures for existing trees. A tree unit calculation sheet is enclosed. Please depict the number of tree units proposed per lot on the preliminary landscape plan and construction plan set. You may provide a table detailing how you meet tree retention and replacement requirements. 16-103468-00- PC Doc ID: 74199 Mr. B. MaeVeigh, P.E. August 18, 2016 Page 6 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. Per FWRC 19.120.130.3, the total number of tree units required to be provided by a regulated activity shall be calculated by multiplying gross site acreage, minus any proposed public or private streets and regulated critical areas (excluding buffers). The Table below identifies tree unit values for retained and replacement trees. Please note one tree Unit does not equal one tree. Tree Unit Credits (Table 19.12(1.:13(}-2) Tree C'atel;orr Tree Unit Credit Existing Tree. I" to 6" d.b.h. 1.0 Wee units per tree l5 tree units per Iree Existing Tree >li" to 1'�" d.b.h, Esistin« Tree > 12" to 18" d.b.h. 2-0 II -CC units per tree Existiu� Tree > 18" to 24" d.b.h. 3.5 II -CC units per tree Exislin« Tree > 24" il.h.h. 3.0 tree trails per tree Replacement Tree C.'ateo,T Replacemeut Trec.:Snlall Canopy Species (_\larure canopy- area < 460 SF) .60 u�ec units per tree planted Replacement Tree, Medium CanopySpeClt',s (�'l3tlll'e C2111bIJj' area 450 to l,'_'60 1.0 Il'ee tllllt5 per Iree I)lftntecl Replacement Tree. Large Canopy Species (A'lature aulilp}- ;u�c:1 > 1,250 SF) 1.5 tree units per (fee Planted -Existing 'Rei'ee to Cim. of Fed,h,r.111V;n- Bulletin OhR li r a lisline uF recununend d trae:?ecie.- 16. School Impact Fees — School impact fees (currently $4,687.00 per single-family home) are due at the time of building perinit application for new dwelling units. This fee amount is subject to change as determined annually by the Federal Way School District; please check with the pen -nit center for an updated amount. 17. Recording — The city will record the short plat with the King County Division of Records and Elections subsequent to the Public Works Department approval of submitted as -built plans and a review of the recording document. Prior to recording all surveying and monumentation must be complete. Recording requirements are found in FWRC 18.30.300. 18. Application Fees — Please contact the Permit Center at 253-835-2607 or pennit.center@,cityoffederalway.com for updated fee schedules for short plat applications, concurrency, engineering review, demolition, and building permits. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater I . Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). Based on the information provided, it appears this project meets the requirements for a Directed Drainage Revie-w,. At the time of preliminary short plat submittal, a preliminary Technical Infonnation Report (TIR), addressing the relevance of the project to the nine core and five special requirements of the KCSWDM will be required. A Level 1 16-103468-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 7 downstream analysis shall also be provided in the preliminary TIR. The City has 1" = 100', five-foot contour plammetric maps that may be used for basin analysis. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility to meet this performance criteria. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Detention and water quality facilities for short plats must be above ground (i.e. open pond) in a separate tract. Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction storm water permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at httl2://www.ecy.wa.izov/pro rams/w /stonnwater/construction/index.lrtEnl or by calling 360-407- 6048. Right -of -Way Improvements 1. See the Traffic Division comments fi-om Sarady Long, Sr. Transportation Planning Engineer, 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. 3. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. 4. 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. 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 $750.00 for the first 8 hours of review, and $93.75 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. 16-103468-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 8 2. In addition to engineering approval, short plats and subdivisions are required to obtain a separate permit for grading on the building pads. Details and fees may be obtained 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: www.cityoffedei-alwgy.coi-n/nodeJI 467 to assist the applicant's engineer in preparing the plans and TIR. 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 I" = 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 2009 KCSWDM, just 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.longacitvoffederalway.com Transportation Concurrency Analysis (FWRC 19.90) 1. A concurrency permit is required for this development project. The Public Works Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development project. Please note that 16-103465-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 9 supplemental transportation analysis and concurrency mitigation maybe required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 2. Based on the submitted materials for three (3) single family residential lots, the Institute of Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 210 (Single Family Detached housing), the proposed project is estimated to generate approximately 3 new weekday PM peak hour trips. The estimated fee for the concurrency permit application is $822.00 (1- 9 Trips). This fee is an estimate and based on the materials submitted during 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 three single family lots, the estimated traffic impact fee is $7,660 After Credit for existing S . The actual fee will be calculated and paid at the time of plat recording. The applicant may defer part or all of the impact fee payment amount to either building pennit issuance or to later than closing of the sale of the single family home. If this option is selected, covenants prepared by the City to enforce payment of the deferred fees will be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions. The City is in the process of revising the timing of payment and defennent of impact fee. Street Frontage Improvements (FWRC 19.135) I. Per FWRC 19.135.040, the applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown on 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: 22"d Ave S is a Minor Collector planned as a Type "S" street, consisting of a 36' street with curb and gutter, 4' planter strips with street trees, 5' sidewalks, and street lights in a 60' right-of-way (ROW). Assuming a symmetrical cross section, half -street improvements are required as measured from the street centerline. Internal street shall be private per Dwg. No. 3-2DD, consisting of a 20' paved ingress/egress in a 25' easement with street light. A turnaround may be required at the end of the street if the road is over 150' in length. Please check with the South King Fire and Rescue Administrative Policy 10.006. 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. Please note that these modification requests have a nominal review fee currently at $160. 16-103468-00- PC Doc ID 74199 Mr. B. MaeVeigh, P.E. August 18, 2016 Page 10 3. For driveways that serve uses other than single-family residential uses and zero lot line townhouse development, the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order to provide adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the Public Works Director. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury@lakehaven.org) Please find Lakehaven's comments below, regarding the proposed 3-lot short subdivision development on tax parcel 0537000580. Water • A Certificate of Water Availability (application form enclosed) 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. + Fire Flow at no less than 20 psi available within the water distribution system is approximately 2,800+/- gpm for two (2) hours or more. Hydraulic model results (FF #270) indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above approximately 2,800+/- gpm. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for Availability). Current/2016 cost for a hydraulic model analysis is $200.00. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further details. ■ The site has one (1) existing residential domestic water service connection (SvcNo 9126, 5/8"x3/4" meter). • A water service connection application (form enclosed) 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 service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. • Sufficient, private, water easement on/across a portion of the site will need to be reserved on the short plat documents, for the benefit of private water building/supply lines from 22nd Ave S to each affected new lot. • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2016 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" size estimated: $4,230.00 per lot. Actual size TBD by Lakehaven, based on UPC plumbing fixture count or fire -protection system demands (provided by applicant), whichever is greater. • Capital Facilities Charge(s)-Water: $3,269.00 per Equivalent Residential Unit (ERU, lot). 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 ERU. Please contact Lakehaven for further detail. • Service Agreement Charge(s): $130.00 per lot. • County Document Recording Fees: $78.00 per lot. • ROW Permit Fee (City of Federal Way): $410.00 per lot. 16-10346E-00-PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 11 Sewer ■ A Certificate of Sewer Availability (application form enclosed) 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. ■ The site has one (1) existing sewer service -connection (SSCP 252). • A separate Lakehaven sewer service connection permit (application form attached) is required for each new connection to the sanitary sewer system or any modification (re -align, abandon, 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%. ■ Sufficient, private, sewer easement on/across a portion of the site will need to be reserved on the short plat documents, for the benefit of private building sewer lines from 22nd Ave S to each affected new lot. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2016 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 Pen -nit Fee: $300.00 per lot. o Capital Facilities Charge(s)-Sewer: $2,949.52. Sewer 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 3.08 ERU. Please contact Lakehaven for further detail. o ROW Pen -nit Fee (City of Federal Way): $410.00 per lot. General 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 (Vince Faranda, 253-946-7242, Vince.Faranda@southkingfire.org) A Certificate of Water Availability shall be provided at the time of application indicating the fire flow available at the site. Fire apparatus access roadways shall be required for every building when any portion of an exterior wall of the first story is located more than 150 ft. from fire apparatus vehicle access. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 75,000-pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32-foot inside turning radius and not less than a 40-foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. EXCEPTION: A modified turnaround such as a hammerhead can be approved when the build ing is protected with an approved automatic fire sprinkler system. 16-103465-00- PC Doc ID: 74199 Mr. B. MacVeigh, P.E. August 18, 2016 Page 12 Gradient shall not exceed 15 percent. An automatic fire sprinkler system shall be installed for all occupancies: - 1) Without adequate fire flow. 2) Without approved fire department access or turnaround (minimum 80' cul-de-sac). NOTE: Under the submittal dated July 18, 2016, the residence on lot #1 will require a fire sprinkler system due to poor access; other structures may require fire sprinklers based on fire flow requirements and water availability. CLOSING This letter reflects the infonnation 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. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Lakehaven Enclosures Tree Unit Calculation Sheet Master Land Use Application Short Plat Submittal Requirements/Checklist FWRC 19.05.160 P(1) 'Property Line' Definition c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Utility District Swam Singh Gill, gillswArn rr comcast.net (Owner) 16-103465-00- PC Doc ID: 74199 -A U" AF ' Pre -application n in Sheet Federal Way pp Conference Sign COM IUNITY DEVELOPMENT REVIEW COMNMTEE August , 2016 ��60 City Hall ° I Hylebos Room ect Name: SWARN GILL SHORT PLAT (assoc. file: CHANDI SHORT PLA Address: 31029 22nd Avenue South (Parcel: 053700 0580) File Number: 16-103468-PC NAME DEPARTMENT / DIVISION TELEPHONE NUMBER 1. Leila Willoughby -Oakes, Associate Planner Planning/ CD 253-835-2644 Leila.Willoughby- Oakes@eityoffederalwa.com 2. ✓�fJ 1. C-0 Uk1, r 3.VV vrq 7TT rUicsz 6. 7. Lc,v ; ,ti 1 ��-ears a,,� _ t� • , c.� s 2 5 -Ts-- Z 3 8. 9. 10. 11. 12. 1 loady = 04A toe CITY OF Federal Wa August 4, 2016 Swam Singh Gill 21421 94"' Place South Kent, WA 98031 333 8th vehu6 out Federal Way, WA 98003-6325 (253)-8 -7000— — www. cityoffederalway.. com Jim Ferrell, Mayor Emailed: gillswarnra..comcast.net RE: File #16-103454-00-PC; NOTICE OF PREAPPLICATION CONFERENCE Swarn Gill Short Plat, 31029 22"d Avenue S, Federal Way (Parcel No. 053700-5800) Dear Mr. Gill: The Community Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee and the meeting has been scheduled as follows: 11:00 a.m. — Thursday, August 18, 2016 Hylebos Conference Room Federal Way City Hall, 2"d Floor 33325 8"' Avenue South Federal Way, WA 98003 We look forward to meeting with you. Please coordinate directly with anyone else you would like to attend the meeting as this will be the only notice sent by the department. If you have any questions regarding the meeting, please contact me at lei Ia.willouahb -oaken c ci offederalwa .cons, or 253-835- 2644. Kind Regards, r-- Leila Wi ughby- akes �6 Associate Planner c: Bruce S. Maeveigh, PE; Email: brace enpr'7comcast. net Doe. I D. 74146 MASTER LAND USE APPLICATION RECENED DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES CITY �F _.1 33325 8`1' Avenue South JUL 18 2016 Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 Federal Way w ww. ci tyof federal w".com CITY OF GDS�L�11�`� APPLICATION NO(S) Z& ® 3 PC Date 17-/g Project Name _ua�-f2" -S�f-.*A1 (/L 4- ��Jo27 Pew 7- _ Property Address/Location 3�� Z 9 Z ,q V� S %-�D�i�/�� Lc/A.`LI" Parcel Number(s) _700 — 0 � e9 Project Description /?O S', -524o2 � peW `7 `- �/ tf /O � CPA e � Z7YI S 71� �t ��� C-e'L_ //-/ -7© 7�vp /FIE Pi4-i.)11CL S PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification of Line Elimination _NefPreapplication 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 Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: 5_Gv,4/2," _S_1Ae4/1 ��tC Address: Z I d Z! 94 y-a Yl- r S. City/State: ) V11q Zip: Phone: 519D3 / 2 0,9.- 33.4 Fax: Email: q5 44 5e u/#/2dt/ CJ ce r&' el 4 5 i Signature: Agent (if different than Name: �.�f/ekr- 5, /Zd C VET, Al p Address: /42,V�5- -5`- City/State: ���c1J/L�4f wA Zip: 9 616 0, Phone: 0 S7/-875 4 Fax: Email: /3.�vC� F�Lit•)C CG C&MCA57� Signature: Owner Name: .5A,- 1C AS AP/'t-t CAAt T Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 —January 1, 2011 Page I of 1 k:\Handouts\Master Land Use Application Bruce S. i ac'Ve> gh, P.E. Civil Engineer 14245 S91h Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 July 18, 2016 Subject: SNORT PLAT DRAINAGE - PRELIMINARY ASSESSMENT 9 22nd Avenue S., Federal Way, WA 98003 P'N: 063700-0580 Proposed is the short platting of the above parcel into three single family 'residential lots. An existing residence near the front (east) portion of the site nearest the street will be retained. The two new lots would be in the central and west portion of the property. The property is relatively level, but with a general upslope to the west, away from the street. A 20' wide private access road will be installed along the north link of the property in a 25' wide tract. An emergency vehicle turnaround will be installed between the rear Lots 1 and 2. Soils identified on the site are a medium silty loam. This soil is suitable for on -site infiltration of runoff collected from impervious surfaces. The following drainage facilities are proposed: 1, The private road will collect runoff and dispose of it in a conventional infiltration trench under the pavement. An alternate being considered is the use of porous pavement, either concrete or asphalt. (Either is a good LID option) 2. The runoff from the future two new houses on Lots 1 and 2 would use on -site individual infiltration trenches. Their driveways may use porous pavement in a way similar to that of the .main driveway, as mentioned above. All drainage facilities and their sizing would use the current DOE Western Washington Stormwater Manual as a design guideline. Specific impervious area drainage facilities designs are not provided at this time due to the preliminary nature of this Short Plat Pre -Application submittal. Bruce S. MacVeigh, F.E. Civil Engineer chandiswarnsinghfedwayprelim/1650 MISCELLANEOUS SHORT FLAT ITEMS: 1. Minimum lot size is 7,200 sf (1/6 acre). 2. Formal frontage improvements consisting of concrete curb and gutter, landscape strip and concrete sidewalk are required. Half street roadway pavement willlbe widened to 18'. 41 3. Drainage will use on -site infiltration and be designed per the current DOE Western Washington Stormwater Manual. 4. All existing overhead wired services to the site (serving the existing house, which will remain) will be undergrounded, as will all new wired services installed for the-,,, short plat. 5. An overhead power pole in front of the site may have to be relocated to allow construction of the new common driveway. 6. The two new houses at the rear of the property will be required to be fire 'sprinklered. Water services for those houses sized for the sprinkler systems will be coorc4inated with the water service provider_ The access to the rear lots will be by a new 20' wide paved private road in a 25' wide. tract to be owned and maintained by all three lots. FIR 1 l rx FIR 18" FIR8' - FIR 14-"� y� T`r7 •f - FIR FI R 21 y IR „ 18 J I 1 • 1 I`kI. i CROSS SECTION TYPE S 2 LANES + PARKING 3' 5' 4' * 8' 10' 10 8' 4' 5' 131 Uti€. ° Parking Parking :2 is Utit. Strip a { Strip rt• X 3 6' 60' MINIMUM PAVEMENT SECTIONS MINOR COLLECTOR LOCAL 0.25' HMA CL Y2", PG 64-22 {3.25 HMA CL Jz PC 64-22 Z. 1, "j' SST, Q 0.17' CSTC 0.50' CSBC 0.42' CS8C NOTES: * PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. a C"TW PUBLIC ftft o w WORKS ' REV FESRDARY 21= 1-25' EASEMENT, MIN.---* I t...- ...... ..... .... - --._ - - !• 1---20' PAVEMENT, MIN.• —•- I ( 50' MAXIMUM TO FARTHEST € POINT OF BUILDING ENVELOPE I LOT 4 II FROM THE APPROVED FIRE APPARATUS ACCESS ROAD (T(P) SECTION A —A ETHACK (TYP) j RECOMMENDED MINIMUM SECTION: 2" ASPK4 T OVER 2" CSTC - OR 4" CEMENT CONCRETE I A PRIVATE DRIVEWAY MAY SERVE UP TO FOUR LOTS (MAX. 4 UNITS) I 25' INGRESS/EGRESS AND LOT .3k WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: i UTILITIES EASEMENT, MIN. (TYP) D D E 7. THE INGRESSfEGRESS AND UTILIT€ES EASEMENT IS PI RVATE LY OW PueLlc PRIVATE DRIVEWAY SERVING DWG. Q ° no Way WORKS 3 OR 4 LOTS(MAX.4 U N ITS ISO. 3— 2DD E: j; I COLLECTOR/LOCAL DWG. No. 3 2S I 511 I LE 4L RESCRIPTI7NS, T ! THAT PORTION OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., RECORDS OF KING COUNTY, WASHINGT, DESCRIBED AS FOLLOWS: 3 I BEGINNING AT THE NORTHWEST CORNER OF SA 'U$g3VISE(3N; THENCE SOUTH 89'51 00" EAST ALONG THE NOY,,ti LINE THEREOF 628.53 FEET, Aooi / THENCE SOUTH 0'13'00" WEST 885.82 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH U13'00" WEST 1 12.83 FEET': I I THENCE NORTH 89'3448" WEST 298.46 FEET, THENCE NORTH 1`10'00" EAST 111.11 FEET Tt ` POINT WHICH BEARS NORTH 8T54'00" l WEST FROM THE TRUE POINT OF BEGINNING, J7/' .s % I THENCE SOUTH 89'54'0" fA5i 298.54 FEET TO THE TRUE POINT OF BEGINNING; ICA W117A . - W, —=E = 7AL,447�/ f d I .�fJG� i? A E' Sd 'd.7ls i"/ 3 /011 e €'`' d I I ALSO KNOWN AS TRACT 112 OF BARKER'S STEEL LAKE TRACTS, AN UNRECORDED PLAT. //Y "N1fJN 7Jx'C!/G<t W/ AK / ' AB1_5 � INFi� a a 3 I TON 7� .e.�CI1 SITUATED IN ildE COUNTY OF KING, Si ATE OF WASHING �l37..f' f,2•+.3' 70 el F`I... 6 LE64L DESCRIPTIONS NOTE- : c'_CED 1TL LEXUI'S'74W CECED THE A8V18 ' E LEGAL DESCRIPTION AND THIS SURVEY ARE BASED �- -�4 I UPON STATUTORY WARRANTY DEED, FIDELITY NATION& TITLE, a _...` ;> I I TITLE ORDER 2-•07032Ci52, 10 MAY 2(}Q7. WEI I D,34 87111111559 N; }}t { ' X I 5�PZ A 7--" I i • I Z 7 E.Y. BLDG f � • j. • .. EXPIRES: 4/24// 06F P ,, s j, moor zA I` Jf�. 0 Y _. / �4 . f � ,' ,. ;.4 r..+rsd . ►Poll * V0011 U w E Xa .bD VPW i 0 >,NT v- {c7 N 01 co cs3 � � co 0C14 cis04 wLIJ 00 22OD N r .�(D �C) a L�N�j - :) N in O> -0 N 4) r c LL o., Ld W i3C RECEIVED JUL 18 2016 0 Z Z as ao � LLJ Z 0 �3: ,p , W 1 ..J C, OF CDS FEDERAL WAY a 1 0©<c / of /