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20-100554CITY OF A�k Federal Islay Centered on Opf)ortunity March 31, 2020 Ms. Neetha Rao EN Studio 2691 168Lh Avenue SE Bellevue, WA 98008 neethanto@ensnidialkam CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Re: File No. 20-100554-00-PC, PREAPPLICATION CONFERENCE SUMMARY Pacific Way Community Center Mixed Use, 27905 Pacific Highway South, Federal Way Dear Ms. Rao: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC). The preapplication meeting was cancelled due to Covid 19 social distancing requirements and per the department directives. Therefore, I am providing you this written summary, and you are able to contact the appropriate staff and/or agency person identified below with further questions. We hope that this information is helpful in understanding the general requirements for your project as submitted. This letter summarizes comments by 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 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. I, Jim Harris, am the key contact for your project and may be contacted at 253-835-2652, or .harris ff = .c m. 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 proposal is to add approximately 3,200 square feet to an existing building; expand and remodel the building; and expand parking lot and site for mixed use development including religious facility, office use, and three multi -family units. 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. 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 section of this letter. Ms. Neeflia Rao Page 2of18 March 31, 2020 • Planning Division 1. Process II land use review is required. 2. School impact fees for multi -family units are required. 3. Nonconforming aspects of the site and building are to be upgraded per the FWRC, including parking stall count, landscaping, trash enclosure, and Community Design Guideline as applicable. • Public Works Development Services Division 1. FWRC 19.130.210 requires that the applicant shall surface the parking areas, driveways and other vehicular circulation areas with a material comparable or superior to the surface material of the right- of-way providing direct vehicle access to the parking area. 2. For most projects resulting in 2,000 square feet or more of new plus replaced impervious surface, water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Drainage Review. 0 Public Works Traffic Division 1. Tran.rporlalion Concurrency Management (FWRC 19.P0) — A transportation concurr6ncy permit with the application fee of $5,086.00 is required for the proposed project. 2. Tra�c Impact Fees (Fl C 19.91) — Traffic impact fees are required for a multi -use community center and will be assessed at the building permit stage. 3. Frontage Improvements (FWRC 19.135.040) — Contact the City of Des Moines to construct street frontage improvements and right-of-way dedication along the property frontage on South 279th Street and 150, Avenue South. 4. Access Managaent (FWRC 19.135.260) —The development shall meet access management standards. • South King Fire and Rescue 1. A fire hydrant shall be within 50 feet of the new Fire Department Connection (FDC). If the hydrant exceeds that distance from the FDC, a hydrant will be required to be installed to meet the reach requirements. 2. Fire sprinklers ARE required due to the added square footage and the change of use that increases the hazard from a mercantile/residential occupancy to an assembly, business, and residential occupancy. 3. A building fire alarm system is required due to the size of the commercial building. Since fire sprinklers are required, automatic detection is not required. Notification and minimum requirements of NFPA 72 shall be met. 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. 20-100554-00-PC Doc ID:80154 r.� Ms. Neetha Rao Page 3 of 18 March 31, 2020 COMMUNITY DEVELOPMENT — PLANNING DIVISION Jim Harris, 253-835-2652, 'im.harrici offede a .com 1) Zoning Designation and Land Use — The subject property is located in a Community Business (BC) zoning district. The proposed use is a mixed use building with a religious assembly in the bottom floor (FWRC 19.220.130), office space on the main level (F\XIRC 19.220.010), and three residential units on the top floor (FWRC 19.220.050). All of these uses are permitted in the BC zone, subject to the requirements of the applicable zone use charts for each use identified above. The following portions of the BC zoning regulations apply to your proposal. The applicant should consult the referenced Use Zone Charts prior to submitting the Process II Master Land Use application. General Zoning Code Dimensional Standards Overview i. Setbacks — The existing building and proposed addition appear to meet setback requirements for the applicable use zone charts, when using the South 270 Street as the front property line as permitted by FWRC, with a 20-foot minimum building setback. 'the remaining, east, west, and south building setbacks meet minimum F\X7KC requirements as proposed and existing. ii. Maximum flc�gbt— Building height is limited to 30 feet maximum above average building elevation (ABE) when within 100 feet of the south property line (residential zone F\X7RC 19.220.130 note 2). Based on the preliminary elevation plan sheet At 4.01, using an average building elevation of 346.0, it appears the building as proposed is slightly over the 30 foot maximum allowed height. However, it appears that the ABE is 347, which is five feet above the lowest point, and therefore, the top of the flat roof could be at elevation 377. You will need to re -verify this building height calculation with the Process II application. iii. Lot Coverage —No maximum. 2) Land UseApp#xrian — Use Process 11— As proposed, with the expansion of 3,200 square feet, the development requires a Process II Master Land Use application pursuant to FWRC 19.60. Use Process II is an administrative land use review conducted by city staff with a final decision by the Community Development Director. Process 11 applications do not require public notice. Please see Bulletin #013 Use Process II submittal requirements. Building permit applications can be submitted to the City after issuance of a Process II decision. 3) Land Use Review Tim frames' — The Planning Division will notify 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. The FWRC limits the administrative review to 120 days from the date of a complete application. The 120-day review period 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 the requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification, or the land use application will expire. 4) State Environmental Policy Act (SEPA) Environmental Review — As submitted, the proposal to add approximately 3,200 square feet of additional floor area, upgrade the existing parking area, and create additional parking area and associated improvements, will not require environmental review. The proposal does not exceed 20-100554-00-PC Da ID:80154 Ms. Neeths Rao Page 4 of 18 :March 31, 2020 the State Environmental Policy Act (SEPA) exemptions set forth in WAC 197-11-800(2), and the flexible thresholds of FWRC 14.15.030. 5) Non -Conforming Development — As proposed, the building floor area expansion triggers all nonconforming aspects of a development to be brought into conformance with the zoning and development code regulations per FWRC 19.30.090(1)(a), as the proposed expansion exceeds the size thresholds. The nonconforming aspects include: ■ Perimeter landscape buffers; • Parking stall count, and parking lot landscape; ■ Trash enclosure; and ■ Community Design Guidelines Each of these development improvement requirements are discussed individually further below. Nonconforming aspects of the building and site may not be increased or expanded. 6) Parking — Parking for each of the proposed uses will need to be determined, and the aggregate total of the parking stall count must be provided on site. The parking stall count evaluation in the submitted Project Narrative by EN Studio appears correct in concept; however, verification of the religious facility count/ demand based on seats needs to be further evaluated and confirmed with the Process II application. Office Use -- One stall for every 300 square feet of gross floor area office use is required. Muld-Fambf — See FWRC 19.220.050 (note 6) for parking space requirements for multi -family units, as stall count depends on the type of units. Religious Facility — Requires one parking stall for each five seats. 7) Landscaping— Landscape requirements are contained in FWRC Chapter 19.125 "Outdoors, Yards, and Landscaping." Following are the key landscape requirements for the project: a) A landscape plan prepared by a Washington State licensed landscape architect shall be submitted with the formal application. Please follow the general guidelines outlined in FWRC 19.125.040(1) through (28) when preparing the site plan and planting schedule. b) Per FWRC 19.125.060(6)(c), for properties within the Community Business (BC) zone, Type III landscaping a minimum of five feet in width shall be provided along all perimeter property lines, except when abutting residential zones. Therefore, a minimum five foot wide type III landscape buffer must be provided along the east, west, and north property lines. Type III landscaping is intended to provide partial visual separation of uses from streets and main arterials, and between compatible uses so as to soften the appearance of parking areas and building elevations per FWRC 19.125.050(3). Type III landscaping shall be a mixture of evergreen and deciduous trees planted at a maximum of approximately 20 feet on center, interspersed with large shrubs and groundcover. Tree, shrub, and groundcover spacing shall be appropriate for the species type, and the intent of this section. c) Per FWRC 19.125.060(6)(b), for properties within the BC zone, Type I landscaping a minimum of 15 feet in width shall be provided along all property lines abutting residential zones. Therefore, a minimum 15 foot wide type I landscape buffer must be provided along the south property line. 20-100554-00-PC Doc M:6015.1 Ms. Neetha Rao Page 5 of 18 March 31, 2020 Type I landscaping is intended to provide a solid sight barrier to totally separate incompatible land uses. This landscaping is typically found between residential and incompatible nonresidential land uses. Type I landscaping shall consist of evergreen trees, large shrubs, and groundcover, which will provide a 100 percent sight -obscuring screen within three years from the time of planting. Or a combination of approximately 75 percent evergreen and 25 percent deciduous trees, with an allowable five percent variance, with large shrubs, and groundcover backed by a 100 percent sight - obscuring fence. Tree, shrub, and groundcover spacing shall be appropriate for the species type, and consistent with the intent of this section. d) Pay -king Lot Landscnptn,&— Twenty square feet of interior lot landscaping, per parking space, must be provided in accordance with FWRC 19.125.070, "Parking Lot Landscaping." Type IV parking lot landscaping is required to be installed at the ends of all rows of parking and disbursed throughout the interior parking area. The site plan must list the specific size of each landscape island proposed for interior parking lot landscaping in order to verify the required calculation is provided. Landscape islands must be a minimum width of six feet between stalls and at the ends of rows. Lighting fixtures shall not replace any required interior parking lot landscaping. The preliminary plan for the preapplication does not show several of the required parking lot planter islands and must be revised accordingly. 8) Tree Density Requirements — A tree and vegetation retention plan as required under FWRC 19-120.040 must also be submitted with the Process II land use application. The tree and vegetation retention replacement plan must be prepared by a certified arborist, or certified landscape architect. The standards require each development to maintain a minimum tree unit density. As required under FWRC 19.120.130, the minimum tree density in the BC zone is 20 tree units per acre. The subject property's density would be 12 tree units (20 tree units x 0.57 acres). 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. Requited tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must dearly show where the 21 tree units are to be located. The formal landscape plan must detail information about tree unit credits and replacement. If an applicant cannot provide for the minimum tree units per acre on site, off -site mitigation or a fee -in - lieu payment to the city's urban forestry account may be approved by the director. See FWRC 19.120.140 for off -site mitigation and fee -in -lieu payment requirements. 9) Community Den4n Guidelines —The proposed addition is subject to an administrative design review as a component of the Use Process II application. Expansion of exirli+vg developments mHst meet those provisions reasonably related and applicable to the area of expansion (FWRC 19.115.030). The Following items reflect this provision; however, be advised the site plan submitted for preapplication review is limited and additional design guidelines may need to be implemented with a Process II application. Per FWRC 19.115.020, unlike development standards in the zoning code, this chapter contains guidelines that are intended to serve as performance objectives for developing the appropriate siting and design solution for each development on each unique site. Decisions under this chapter will consider proposals on the basis of individual merit and will encourage creative design alternatives in order to achieve the stated purpose and objectives of this chapter. To further such creative design alternatives, and in 20-100554-00-YC Doc ID:80154 Ms. Neetha Rao Page 6of18 March 31, 2020 recognition of site -specific opportunities and constraints, decisions under this chapter may allow for departure from any specific or numeric provisions contained in these guidelines, provided the end result is consistent with the purpose statement of this chapter. The principal applicable guidelines for the project are noted below. However, this does not necessarily include all applicable guidelines and project designers must consult the guidelines in their entirety in preparing an application. The application must include a written narrative identifying how the proposal complies with the applicable design guidelines, as detailed. a. FWRC' 19.115.050, `Site De ign"— Refer to all sections of this chapter for site design standards. Key sections include: i. (1) General criteria (a-g). ii. (2) Surface parking lots (a), (b), (c), and (e). iii. (4) Pedestrian circulation and public spaces (a -fl. iv. (5) Landscaping. v. (6) Commercial services (a) and (b). vi. (7) Miscellaneous (a). b. FWRC 19.115.060, `Bttildia Deri,gn"— Key design requirements of this section apply to the project as follows. (2) All building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use must incorporate a minimum of two out of four design options intended to break up the mass of large buildings. These design options include facade modulation, landscaping, canopy or arcade, and associated pedestrian plazas. (3) Building facades shall ak-o include methods of arl mlalion and accessory elements, for example display windows, window openings with visible trim material, vertical trellis, artwork, decorative masonry or metal patterns or grillwork, relief, etc. c. Entrance Facades — Per FWRC 19.115.070(1)(a), building entrances shall front on, face, or be clearly recognizable from the right-of-way, and incorporate windows and other methods of articulation. The building entrances shall be architecturally emphasized and shall include transparent glass. d. Pedestrian Pathways — Per FWRC 19.115.050(4) separate pedestrian pathways from public right-of-way to building entrances, and from parking lots to building entrances, shall be provided. All pedestrian pathways shall be delineated by separate paved routes using a variation in paved texture and color. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping on asphalt is not an encouraged form of delineation. e. CPTED — Implementation of Crime Prevention Through Environmental Design (CPTED) principles (natural surveillance, access control, and ownership, FWRC 19.115.010) must be incorporated into the design of the addition. Please thoroughly review the enclosed CPTED checklist for conformance. The checklist must be completed and submitted with the land use application. A written narrative must be submitted with the Process II application identifying how the building and site design complies with the Community Design Guidelines. I would be glad to further discuss the design guideline applicability and compliance as your plans are further developed. 20-100554-00-PC Doc ID:80154 Ms. Neetha Rao Page 7 of 18 March 31, 2020 10) Trash and Recycling Area Enclosure —Trash and recycling area enclosure must be provided on -site. ■ Garu+age/Reong— Trash and recycling facilities are not shown on the prelinvnary site plan. ■ The garbage enclosure shall be screened by an enclosure and solid screen landscaping. ■ Per FWRC 19.125.150(4)(a) and (b), the garbage enclosure may not locate within the required yards, and should be located away from adjacent residential use. FWRC 19.125.150 requires screened receptacles for all new commercial developments. The design of the enclosure area should be consistent with the architectural design of the primary structures on the site. Per FWRC 19.125.040(4), all trash enclosures shall be screened from abutting properties and/or public rights -of -way by a 100 percent sight -obscuring fence or wall, and appropriate landscape screen. Review the minimum trash area size requirements for garbage and recycling storage area in FWRC 19.125.150 and the Public Works Solid Waste and Recycling comments below. K" 100% Site Obscuring Enclosure 11) Lightissg — In addition to CPTED lighting standards, the following shall apply: lighting -levels shall not spill onto adjacent properties (FWRC 19.105.030); lighting shall be provided in all loading, storage, and circulation areas; and lighting standards shall not reduce the amount of landscaping required for the project (FWRC 19.115.050). A photometric lighting plan that meets the standards of the Illuminating Engineering Society JES) minimum outdoor light levels will be required with the Process II application. 12) Clearing & Grading — The applicant is required to submit a clearing and grading plan as a component of the Process II review. Consult FWRC 19.120.010—19.120.120 for items that are required to be included on the plan, including the anticipated amounts of cut and fill, rockeries and retaining walls, etc. 13) Rooftop Mechanical Equ pment. — Per FWRC 19-110.070, vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the architecture of the building and obscures the view of the appurtenances from adjacent streets and properties. Please provide screening details on the elevation drawings. 14) School Impact Fee — School impact fees for the residential units are required at the time of the building permit issuance and are discussed in FWRC 19.95. Early in your design and feasibility phase, contact the permit tenter at Vem-titcenter(@ci oFcityoffederalwal,.com, or 253-835-2607, regarding impact fees. 15) Si�ua.ge — Please apply for a separate sign permit with the Permit Center at 253-835-2607, or ermit.cente rit ffederal�va .com. Signs are regulated by Chapter 19.140 FWRC. 16) Term ofApproval— FWRC 19.15.100(2) states that the applicant must substantially complete construction for the development activity, use of land, or other actions approved; and complete the applicable 20-100554-00-Pc Doc Io:80154 Ms. Nectha Rao Page 8 of 18 March 31, 2020 conditions listed in the Use Process II decision within five years after the final decision of the city on the matter, or the decision becomes void. 17) Application Tees — The formal application must be prepared in accordance with the city's Submittal Requirements for Process II (marked up version enclosed) and must be accompanied by the appropriate fees. Please contact the Permit Center staff for the current application fees for Use Process II, right-of-way modification requests, transportation concurrency, school impact, and other permits/review fees. The Permit Center can be reached at 253-835-2607, or, permitcenicrCu�e Mpffederahygy.enrn. PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION Kerry Murdock, 253-835-2746, Kcr .Murdoe a Cit •ofl;edera]\Va .c mm Land Use Issues — Stormwater For most projects resulting in 2,000 square feet or more of new plus replaced impervious surface, water runoff control, water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Drainage Review. At the time of land use site plan (remodel/redevelopment) submittal, a preliminary Technical Information 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 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. The project lies within a conservation flow control area; thus, the applicant must -design the flow control facility to meet these 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. In addition to the KCSWDM, our initial review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements," applies to this site. Specifically, the following items are applicable: 1.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; 1.b. Redevelopment which involves the construction or replacement of a building footprint or other structure having a surface area of 5,000 square feet or more, or which involves the expansion of a building footprint or other structure by 5,000 square feet of surface area or more; 1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; 1.d. Redevelopment which involves the collection and/or concentration of surface and/or stormwater runoff from a drainage area of 5,000 square feet or more; Lf. Redevelopment which involves a change in use, and the changed use has a potential to release a new pollutant(s) to surface water systems within the city. For the purposes of this subsection, "new pollutant(s)" means a pollutant that was not discharged at that location immediately prior to the change in use, as well as a pollutant that was discharged in less quantities immediately prior to the change in use. 20-10u55.1-00-Pc Doc 1D:BO15A Ms. Neetha Rao Page 9 of 18- March 31, 2020 Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM. 4. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 5. Detention and water quality facilities for private commercial developments outside the City Center Core must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. 6. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 7. 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 360-407-6048, or ht -,►R�,�.v.c _,,v& r s w s water c nstruction index.html. 8_ 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 Transportation Engineer Soma Chattopadhyay, PE, 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 11.05.110 requires that overhead utility lines be relocated underground if over 500 feet, or three spans are affected by a project. This condition may be required on South 297h Street. 5. 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. There may be no more than one driveway for each 330 feet of lot frontage. The city may further limit or prohibit access to or from driveways onto arterial streets. Building (or El) 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 $2,064.00 for the first 12 hours of review, and ,$172.00 per hour for additional review time. A final TIR shall be prepared for the project and 20-100554-00-rc D-1D:80154 Ms. Neetha Rao Page 10 of 18 March 31, 2020 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. 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 Division. 3. To assist the applicant's engineer in preparing the plans and TIR, 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 htttE z: rrfivu�.ci offederalxvay.com/index.aspx?nid=I 71. 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. 5. 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 (l"ESC) 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 Soma Chattopadhyay, PE, 253-835-2731, soma.chattopadhyav{a, @cityo€fede-ralway.com Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for multi -use community center, and using the Institute of Transportation Engineers (ITE) Trip Generation -10th Edition, land use code 220 (Multifamily Housing 20 100554-00-1'C Doc TD:80154 Ms. Neetha Rao Page 11 of 18 March 31, 2020 Low Rise), 562 (Mosque), and 710 (General Office), the proposed project is estimated to generate approximately 13 new weekday PM peak hour trips. Alternatively, the applicant may submit a site - specific trip generation study for the proposed development. 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. Pleasc 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 estimated fee for the concurrency permit application is $5,086.00 (11 - 50 trips). This fee is an estimate and based on the materials submitted for the preapplicadon meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with the land use application_ The fce may change based on any changes in the estimated weekday PM peak hour trips as identified in the concurrency application. 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. Based on the submitted materials for a multi -use community center, the estimated total traffic impact fee is $10,443.36. 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]). 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-6 of the Federal Way Comprebensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-19 (FWRC 19.135.046). 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: Pacific Highway is a Principal Arterial, planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and streetlights in a 124- foot right-of-way. Pacific Highway is improved with six lanes, including curb/gutter, sidewalks, streetlights, etc., on both sides of the street. No further street widening or right-of-way dedication is necessary. However, the driveway and curb ramps are not ADA compliant and are required to be ADA compliant. The City of Des Moines has jurisdiction over South 279th Street and 15th Avenue South. Any street improvements, right-of-way dedication, and access management requirements shall be coordinated through the City of Des Moines. Separate design submittal for street improvements and driveway location shall also be submitted to the City of Des Moines. 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 are available through the Public Works Development Services Division. These modification requests currently have a nominal review fee of $344. 20-100554-00-PC Da ID:801 iJ Ms. Neetha Rao Page 12of18 March 31, 2020 3. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes. The taper rate shall be WS2/60, or as directed by the Public Works Director. Access Management (FWRC 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. Please show all neighboring driveways within 250 feet of the proposed driveway(s). 3. Driveway giving direct access onto the arterial street (Pacific Highway) should be emergency access only as alternate accesses are available from lower classified streets; South 27911, Street and 151h Avenue South. 4. WAC 468-52-040 limits access on state highways to access spacing of 250 feet with only one access per parcel. Pacific Highway South is access class "1" where left access may be permitted every 330 feet and left -out access is only permitted at signalized intersections (FWRC 19.135.280)_ 5. City staff recommends driveway spacing on South 2791h Street shall be 150 feet from Pacific Highway South. However, South 2791h Street is in the City of Des Moines jurisdiction and shall be coordinated to the City of Des Moines spacing standard. 6. For driveways that serve uses other than single-family residential and zero lot line townhouse developments; the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FIYIRC 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. The director may grant a modification administratively to reduce spacing standards by up to 20 percent of the tabular values with supporting documentation (FWRC 19.135.290). Please note that these modification requests have a nominal review fee of $344. Once preliminary traffic queuing analysis has been completed, the applicant's traffic engineer may submit a written request for access modification if desired. PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION Rob Van Orsow, 253-835-2770, robv@cityoffederalway.com Solid Waste & Recycling Design Considerations • Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard debris, hazardous waste, or biohazard collection containers is required. Minimum recycling space allocation is established by FWRC 19.125.150. • For basic solid waste and recycling needs within a single enclosure, clear interior dimensions measuring 10 feet deep by 20 feet across are recommended, along with a two -door swing -open or roll -open gate that spans the front width of the enclosure. When gate doors are opened, no structure or hardware should remain above grade across the enclosure opening. Gate pins/holes are preferred for holding gates in closed and open positions to ease service access and maximize the life of gate hardware. 20-100554-00-PC Doc ID:80154 r-� Ms. Neetha Rao Page 13 of 18 March 31, 2020 ■ Sites may require a larger enclosure, or multiple enclosures, to accommodate on -site user access and/or additional waste types and containers. • Plan for user access to interior waste and recycling storage areas/containers, and to exterior containers screened by enclosure(s). • PIan for unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential "blind spots" during ingress and egress. • Consider landscaping, setbacks, and screening requirements (based on FWRC 19.125.040[4] & [5]). • Note that larger -scale commercial or multi -unit housing developments may see long-term savings from the use of on -site waste compaction equipment. Planning for this equipment may require larger enclosure dimensions, defined overhead clearances, consideration of power utility access, and drainage management. • Mixed -use developments may also benefit from on -site waste compaction equipment. Additional mixed - use development considerations include: o Designated chutes and/or internal facility maintenance areas or services for tenants; o Moving waste and recycling streams from interior units to collection areas; and o Access by business tenants and/or residents to exterior waste and recycling areas. Help with many design parameters related to service access is available via the city's contracted solid waste ser6ces provider, Waste Management. Contact Senior Route -Manager John Davis at 206-786-4530 (cell). COMMUNITY DEVELOPMENT — BUILDING DIVISION Scott Sproul, 253-835-2621, scort.sproul@cityoffederalway.com 1- Bruldir�g Codes. The structure will be treated as a new building permit application and must meet all current codes, including: • International Brlrldin,& Code (IBC), 2015 Washington State Amendments WAC 51-50 • International Mechanical Code (IMC), 2015 Washington State Amendments WAC 51-52 • Uniform Plumbing Code (UPC), 2015 Washington State Amendments WAC 51- 56 & WAC 51-57 • National Electric Code (NEC), 2014 • International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 • Washington State Energy Code, 2015 WAC 51-11 • Aeeesribi#.* Code (ICC/ANSI Al17.1), 2009 • International Fesidential Code, 2015 Washington State Amendments WAC 51-51 2. Brrildeig Criteria. The following applies to the proposed structure: Doc ID:80154 20400554-00-PC Ms. Neetha Rao Page 14 of 18 March 31, 2020 • Occupancy Classification: A-3/B/R-3 0 Number of Stories: 3 Including basement • Type of Construction: Unknown at this time • Fire Protection: Sprinklers required ■' Floor Area: 9525 • Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 3. l3irildin,g PermitApplication Process. A completed building permit application and commercial checklist are required. The commercial checklist will be filled out by staff and provided at the time of the land use approval. Copies of application and checklist may be obtained on our web site at %v,,vw.rdtyoffederalway.com. Appointments are required for intake of new commercial building permit submittals. Please contact the Permit Center to schedule an intake appointment at (253) 835-2607, or»ermireenter @f ciW)ffederaiwaY.coin. Some projects may require a third party review or inspection. The cost to cover these fees is the responsibility of the applicant. Any third party fee is in addition to regular permit fees and costs. Please note, land use approval is recommended prior to submitting the building permit application to avoid delay in project review. If the project has not received land use approval, it may be placed on hold until the land use review is completed. 4. Review Tiwhg Federal Way reviews plans on a first in, first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. The first comment letter can be expected within four to five weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been'made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. 5. Other Permits &Inspections. Separate permits maybe required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies, or by agencies approved by the building official, prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (planning, public works, electrical, &fire) must sign off before the Building Division can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. Construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, the general or representative, all subs, the architect or representative, the engineer or representative, 20-100554-00-PC Doc ID:80154 a Ms. Neetha Rao Page 15 of 18 March 31, 2020 electrical contractor, and any other interested party, should attend this meeting. Meetings will occur at the Building Division and will be scheduled by the inspector of record for the project. 6. Site -Specific Requirments. • Please be advised that the construction code will be changing to the 2018 version in July 2020. The information provided is based on limited plans and information. The comments provided are not intended to be a complete plan review and further comments are possible at time of building permit plan review. LAKEHAVEN WATER AND SEWER DISTRICT Brian Asbury, 253-946-5407, BAsbury@lakebaven.org Water • A Water 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. The 2020 cost for a Water Certificate of Availability is $80.00. • Fire flow at no less than 20 psi available within the existing water distribution system is a minimum of 1,000 GPM (approximate) for two hours or more. This flow figure represents Lakehaven's adopted minimum level of service goals for residential areas regarding performance of the existing water distribution system under high demand conditions. If more precise available, and/or estimated onsite, fire flow figures are required or desired, the applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for availability). The 2020 cost for a system hydraulic model analysis is $240.00. ■ If additional hydrant/s is/are required or indicated, a Lakehaven Developer Extension (DE) Agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • The site has one existing water service connection (WirSvc 20913, domestic, 5/a" x 3/a" meter). This existing meter needs to be evaluated under UPC and Lakehaven standards to determine if it's adequate for the proposed new use. 0 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 metes/service, irrigation, abandonment of existing servicefs], re -activation, etc.), in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Non -single-family properties require separate domestic (per building, typically, some exceptions allowed), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections and meters. 20-100554-00-PC D- 1D:tl0154 Ms. Neetha Rao Page 16 -of 18 March 31, 2020 To satisfy premise isolation requirements, the installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each service meter (domestic, irrigation, and fire -protection) is required pursuant to WAC 246-290-490 and Lakehaven standards regarding premise isolation. Because the potential cross -connection hazard(s) cannot be determined at this time, Lakehaven cannot specify the minimum required BPA device. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, czogpfl@L1akehaven.o or 253-946-5427) for additional information on premise isolation/BPA installation and testing coordination. Typically, required location(s) for any BPA is outside of a building (fire -protection typically aboveground, RPBA/RPDA devices always aboveground), and as close to the main as possible, but no further than 50-feet maximum from the main. There are some reasons/ situations for some case -by -case exceptions that are allowed by Lakehaven, most of these in Federal Way's City Center area. Applicants may submit a modification request (include plan/sketch) to Lakehaven for non -typical location(s). ■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees, charges, and/or deposits (2020 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees, charges, and/or deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. o Water Service/Meter Installation, 1" irrigation: $5,480.00 deposit. Actual size to be determined by Lakehaven based on the applicant's estimated maximum irrigation GPM usage rate. o Water Service/Meter Installation, fire -protection (if required), 5/B" x 3/4" flow -detection meter. $592.63 drop -in meter fee. o Capital Facilities Charge(s)-Water: $4,503.95. The actual amount due will be determined by Lakehaven based on the applicant's estimated annual total water usage rate. 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. o Right -of -Way Permit Fee (Federal Way): $980.00. Sewer ■ A Sewer Certificate of Availability issued separately by Lakehaven maybe 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. The 2020 cost for a Sewer Certificate of Availability is $80.00. • The site has one existing sewer service connection (SSCP 13551). A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the sanitary sewer system, or any modification (disconnect, re -align, abandon, etc.) to an existing sewer service connection (i.e., work outside of building/foundation), in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." The minimum pipe slope for gravity sewer service connections is two percent. In addition to all other sewer service installation standards, installation of a Type 1, 48-inch monitoring manhole is typically required on the private building sewer line, for all new or modified non- residential connections. Also, if applicable, see the Lakehaven Trash/Recycling Enclosure Standards. ■ Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees, charges, and/or deposits (2020 schedule) will be as follows. Actual connection charges will be determined upon submittal 20-100554-00-PC Doc ID:80151 Ms. Neetha Rao Page 17 of 18 March 31, 2020 of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees, charges, and/or deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. o Sewer Service Connection Permit (if required): $517.20 fee. o Capital Facilities Charge(s)-Sewer: $0.00. The actual amount due will be determined by Lakehaven based on the applicant's estimated annual total domestic water usage rate. 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 3.00 ERU. Please contact Lakehaven for further detail. General • All Lakehaven development engineering related application forms, and associated standards information, can be accessed atLakehaven's .web pages: http:l/www. akehaven.oM/2Q4 Development -Engineering. ■ All comments herein are valid for one 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 Sean Nichols, 253-946-7242, sean.nichols@southlungfire.org Water Supply Fire Flow The required fire flow for this project is 1375 gallons per minute for a Type VB building with fire sprinklers. A Cs gale of WaterAvadabih_*, including a hydm#&fi►nflow model, shall be requested from the water district and provided at the time of the building permit application. Fire Hydrants A fire hydrant shall be within 50 feet of the new Fire Department Connection (FDC). If the hydrant exceeds that distance from the FDC, a hydrant will be required to be installed to meet the reach requirements. Emergency Access Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006: l�ttn:lls igfirc.a�T]ncumentCCencer Homc�Vi�v 24. Designated and marked fire lanes may be required for emergency access. This may be done during the plans check, or prior to the building final. Requirements and marking options can be found in FWRC Title 8 at hqp.l xvivtv.cnd ublishin .cnm W 1 Feder lWa . Vehicle Access Gates (if installed) All vehicle access gates shall comply with gate policy: h soutlikin fire.or DocumentCcntgE l4onie View 21. 20-100554-00-rc Doc ro:80154 Ms. Neetha Rao Page 18 of 18 March 31, 2020 Fire Sprinkler System Fire sprinklers ARE required due to the added square footage and the change of use that increases the hazard from a mercantile/residential occupancy to an assembly, business and residential occupancy. Fire Alarm System A building fire alarm system is required due to the size of the commercial building. Since fire sprinklers are required, automatic detection is not required. Notification and minimum requirements of NFPA 72 shall be met. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for the formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to climinate 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 li-\X/RC 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, Jim Harris, at 253- 835-2652, or jim.harris@cityoffederalway.com. We look forward to working with you. Sincerel % * l I Jim s Senior Planner enc: Process II Submittal Checklist (marked up) Bulletin 13 CPTED Checklist Bulletins 21 & 22 Tree Unit Worksheet Bulletin 73 Parking Lot Design Bulletin 42 Lakehaven facility Map e Kerry Murdockk, kerry.murdoc3ckr�titnffcderaivaa.rnm Soma Chattopadhyay, PE, anma.c , �r hit ri citXoffcdcralway.cnm Sean Nichols, acan.nichols r xo>uhkingfirc-art Brian Asbury, 13A-byq@kikrhavcn.,o 20-100554-00-Pc Doc 11):HH154 13 Pacific Way RECEIVED FEB 10 2020 CITY OF FEDERAL WAY COMMUNrTY ME EIAPMENT Community Center 27905 PACIFIC HIGHWAYS FEDERAL WAY WA 98198 Project Narrative Prepared By, Neetha Rao En Studio, LLC 3�? PROPERTY INFORMATION: Project Address: 27905 Pacific Highway S Federal Way WA 98198 Parcel #: 720540-0125 Legal Description: Redondo on the Highway Lots 1 & 2 Blk 2 Exc Portion Condemned in King Co Superior Court No 531275 for Highway; And Exc Portion Conveyed to State of Washington by Deed under Recording No 20051230003188. Plat Block: # 2 Plat Lot: Portion 1 & 2 Site Area: 24,676 sft (0.57 acres) Site Zoning: BC EXISTING STRUCTURES ON SITE: Existing Building: Basement: 2348 ft Main Floor: 2363 sft Second Floor: 1575 sft Total Area of Building: 6286 sft Main Floor Covered Deck: 906 sft Basement Covered Deck: 723 sft Gross Area of Building: 7915 sft Main Floor Open Deck: 272 sft Adjacent Properties : South : Single Family Residence (RA 3600 zone) West: 15th Ave S, then RS-7200 zone residential PROPOSED DEVELOPMENT: Current building is a mixed use building with residential units/ retail store. Proposed Use: Mixed Use Community Center. Owner wants to remodel existing building ad adds uar atage to the existing first and second floors. The Building would continue being a mixed use building with different uses on each floor. Basement would be a mosque (religious assembly) space. Main floor would be offices. Office space would be rented out to non profits/ B occupancies (professional/ business occupancies) Second Floor would be residential units. The residential units would be a mix of units used as an accessory to the mosque (short term residence for visiting priests/ scholars) and rental units. PROPOSED AREAS: Proposed area of basement: 3090 sft Proposed area of Main Floor: 3273 sft Proposed area of Upper Floor: 3162 sft Total Gross Area of Building: 9525 sft OCUPANT LOAD: Basement Religious Assembly area: Central Hall seating ara: 622 sft Occupant load: 622/7 = 89 Main Floor Offices 3273 sft/ 100 gross: 33 Residences: 2/ Efficiency Unit: 6 Total occupants: 128 AVERAGE BUILDING ELEVATION: Lowest Elevation: 342 ft Highest Elevation: 350 ft Average Building Elevation: 342+350/2= 346 ft. 5� PARKING PROVIDED: Required Spaces for Multi -family: Efficiency Units: 3 units 3 spots V Required Spaces for Office/ Professional Services / Gross area: 3273 sft/ 300 11 spots Required Spaces for Church/ Religious Assembly: 5 seats/ 1 space: 89/5 Total parking required: Total provided: 18 spots VI/ 32 spots 34 spots GUIDELINES USED IN PRELIMINARY PLAN: Per Federal Way Municipal Code (FWRC) Section 19.220.010, for office spaces 1. Setbacks Front : 0 Side : 20 ft (since it abuts residence) Rear: 20 (or 0 ft if Paci ighway S is considered front yard) Max building height: IWAABE (within 100 ft of residential zone Required Parking : 1/300 gross sft No max. lot coverage restrictions Per Federal Way Municipal Code (FWRC) Section 19.220.050, for multifamily dwelling 1. Setbacks : Same as for Main floor Office spaces Front : 0 Side : 20 ft (since it abuts residence) Rear: 20 (or 0 ft if Pac)f"?hway S is considered front yard) Max building height:"BE 6E (within 100 ft of a residential zone) Required Parking : Efficiency Dwelling Units: 1/unit Studio Dwelling Units: 1.25/ unit One bedroom units: 1.5/ unit 2 bedroom units: 2/ unit No max. lot coverage restrictions. 150 sft/ unit open space required. Can be a combination of private (balconies/ yards/ patios with min. area 48 sft and min. width 6 ft) and public (plazas/ open terraces/ patio/ balconies). Min 25% open space to be public open space Per Federal Way Municipal Code (FWRC) Section 19.220.130, for churches 1. Setbacks : Front : 20 ft Side : Oft Rear: 0 ft. Structure to be set back 30 ft from residential zone. Max building height. 30' AABE withi 100 ft of residentl ne) Required Parking : 1/5 ats or 10 Ift of bench seating Parking not allowed within 15 ft of residential property line Per Federal Way Municipal Code (FWRC) Section 19.125.060, Landscaping requirements - 5 ft width Type III landscaping along public right-of-way & ingress/ egress easements - 15 ft width Type I landscaping along perimeter of property abutting residential zone - 5 ft width Type III along perimeter lot lines. If 279TH Street cannot be considered front yard, then building is non -conforming for a church occupancy (20 ft front setback not available). Then, per Federal Way Municipal Code (FWRC) Section 19.30.090, Nonconforming Development - Nonconforming developments should be brought into compliance if proposal adds the lesser of 2500 sft gross sft or 25% of existing gross floor area �"`� ��� V. Parking Design: - 25% parking spots for compact cars (per Federal Way Municipal Code (FWRC) Section 19.130.170) Standard parking space size: 18' ft x 9 ft Compact parking space: 9 ft x 16 ft Questions for Building Officials 1. Can we assume 279th Street as the front yard of the site ? 2. We already have a planter strip and sidewalk along Pacific Highway S. Would any additional street improvements be required along that side of the site ? 3. If we were to add balconies to the upper floor, would that be allowed in setbacks ?--� 4. Would a traffic study be required ? 5. What would the traffic impact mitigation fees be ? 6. Would this be considered a tear -down or a remodel ? ? 7. Do we have to maintain 13 ft clear height in the main floor for the office space ? 8. Would the building need to be sprinklered ? CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 20, 2020 TO: Cole Elliott, Development Services Manager Scott Sproul, Building Official Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Jim Harris, Sr Planner, jim.harris@citoffederalway.com FOR DRC MTG. ON: March 5, 2020 - Internal March 12, 2020, 10:00 AM - with applicant FILE NUMBER(s): 20-100554-00-PC RELATED FILE NOS.: None PROJECT NAME: PACIFIC WAY COMMUNITY CENTER PROJECT ADDRESS: 27905 PACIFIC HWY S ZONING DISTRICT: BC PROJECT DESCRIPTION: Proposal to convert multi -use building into community center. LAND USE PERMITS: TBD PROJECT CONTACT: NEETHA RAO EN STUDIO MATERIALS SUBMITTED: Preliminary Site Plan Packet Project Narrative RECEIVED FEB 10 2020 CITY OF FEDEPAL WAY COMMUNITY ()EVELOPMENT I IYIVVVIIGIU J , S 275th PI Elephant Car Wash Financial Design Silver Shadow Group, Inc Apartments P� Redondo RV () �o Storage & Services T N Q XTREME MUFFLERS Jessi's Billiards 0 s 2771n PI and Oshi Ukuleles Y N?%tn st S 277th PI U n � a � D 27905 Pacific � `m s z791n st Highway South S 279th St rn t 7 S 280th St "= 0 o a Psr I S 281 st St CO Cl) Crestview West �a a Apartments Q Q r r r ci r� w` rn a S 281 st pi a t g2nd St N Wooton Park V08 e 19 Mariposa Apartments POonoo 5 r,;.,,,,—A �e Seattle i I VICINITY MAP SCALE: NTS CrffrY OFO& RECEIVED FEB 10 2020 Federal Way, 0., OF FEOEggL WAY OMMi;N17Y DEVELOpMEVT MSTM LA" USE ApPLICATIQN DEFAXnWMTr Of Cam 33325 WMronuc Saost► Federal Way, WA 980p3.6325 253-835-26W-t Fax 253-835-2609 W,Ry►�yyyy cit t+� ,?n APPLicATioN No(s) - LD S — Date Project Name :L u T+j t C� NTT e;K_ -- - Property Addresa/iAeatioo _!2- IF FM Pared Numbers) Project Description D L it fr. UJu 1 {• ! C-r 1N rn cO Ilr" u rKmx s Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustraent Conip Plan/Rczooe Land Surface Modification Lot Line Elimination Preapplicalion Conference Process I (Ilueetor's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examinees Decision) Process V (Quasi -Judicial Reran) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variancx: 'damial Required Information C ,_ Zoning Desippation Comprehensive Plan Designation Value of Existing Improvemeds Value ofProposed Improvemeab baff a owl Building Code (IBQ: Occupancy Type Construction Type Applicant Name: 143,:: ETTwpr Address: ZIo,I I t 65 A--VP40 Cityistnte: ec" Phone: 151boD$ Fax: 2&b - Ems: In C GJtt Guv a.O �-�t CkJwt signadrme: 'iL— Agent (if Name: Address: City/Stste: Zip: Phone: Fat: Fes: Signature: Owner Name: _l 4< Z 6, U V f,�K. N3 A I- iZfsf�hl 155 2-5 '7 N PTV E:, S zip: D� S Ill ry rrS , W g i 9� lam: 650 - 7dg- T$4v Fi �: C'.�v. �� e paV'C- Comm Sigmdtre: (gib Bulletin #M -January 1, 2011 Page 1 of 1 k:lHaudou & MwAcr Iliad Use Application T • A B G I w� 51 LJ zlQ � I D I I r E I SITE PLAN TO SCALE: 1:20 F G 2 3 4 r i.00� I 1 I C/) r I2 U I CL DATA R=573000 L= U Tan=99.99.50 f I I I r Delta=01'59'23" I I SHEETINDEX: Al-01 SITE PLAN, CODE COMPLIANCE INFORMATION, VICINITY MAP A2.01 EXISTING BASEMENT FLOOR A2.02 EXISTING MAIN FLOOR A2.03 EXISTING UPPER FLOOR A3.01 PROPOSED BASEMENT PLAN A3.02 PROPOSED MAIN FLOOR PLAN A3.03 PROPOSED UPPER FLOOR PLAN A4.01 PROPOSED ELEVATION A5, 01 PROPOSED SECTION 5 6 PROJECT ADDRESS: PROJECT NAME: FEDERAL WAY COMMUNITY CENTER PROJECT ADDRESS: 27905 PACIFIC HIGHWAY S FEDERAL WAY WA 98198 TAX ID# 720540-0125 LEGAL DESCRIPTION: REDONDO ON THE HIGHWAY LOTS T COURT NO 531275 FORHIGHWAY; K� AND DCPORTIONRTON CONDEMNED IN KING C CONVEYED TO STATE OF SUPERIOR WASHINGTON BY DEED UNDER RECORDING NO 2005123OD63188. PLAT BLOCK: B 2 PLAT LOT: PORTION 1 & 2 PROJECT DESCRIPTION: ODE! Ot OF EXISTING BUILDING PROJECT INFORMATION: ZONE: CB CONSTRUCTION: TOTAL AREA OF SITE: V—N 24676 SIFT (0.57 ACRES) OCCUPANCY V x l 4A lj EXISTING OCCUPANCY: MIXED USE RETAIL PROPOSED OCCUPANCY: MIXED USE (NO CHANGE IN OCCUPANCY) (� y }Jn 1L1(7�f MIXED BASEMENT: RELIGIOUS CENTER (A-2 OCCUPANCY) MAIN FLOOR: OFFICES (B OCCUPANCY) APARTMENTS (R-2 OCCUPANCY) Ij LUL rr UPPER FLOOR: Ic" BASEMENT RELIGIOUS CENTER 89 MAIN FLOOR OFFICES 33 EFFICIENCY UNITS 6 OTAL OCCUPANT LOAD CXISi1NG BUILDING INFDf71IAT 128 ON EXISTING BASEMENT 2348 SIFT Vy,� EXISTING MAIN FLOOR 2363 SIFT EXISTING UPPER FLOOR 1575 SIFT L TOTAL AREA OF BUILDING 6286 SIFT (y MAIN FLOOR COVERED DECK 906 SIFT BASEMENT COVERED DECK 723 SIFT TOTAL GROSS AREA OF BLDG: 7915 SIFT MAIN FLOOR OPEN DECK 272 SIFT Ull DINGINFORMAIION( BASEMENT FLOOR AREA ��g j 3090 SIFT; C MAIN FLOOR AREA L, Y1 3273 SIFTn Y UPPER FLOOR AREA 3162 SIFT k - TOTAL AREA OF BUILDING 9525 SFT -lam V PARKING CAmALAYIONS BASEMENT. 1 SPOT/ 5 SEATS = 89/ 5 = 17-8 — 18 SPOTS MAIN FLOOR: 1 SPOT/ 300 GROSS SIFT = 3273/ 300 = 10.91 - 11 SPOTS UPPER FLOOR: 1 SPOT/ EFFICIENCY UNIT = 3 SPOTS TOTAL SPOTS REQUIRED: 32 SPOTS TOTAL SPOTS PROVIDED: 34 SPOTS NUMBER OF ADA SPOTS REQUIRED: 2 NUMBER OF ADA SPOTS PROPOSED: 4 RECEIVED FEB 10 2020 VICINITY MAP: FxanfiN SIN s- fta-tln RV � _ 9omgr a sera:s XTREME MUFFLERS JOssi s Bdl:aids /q ue 945 Paahc sy�x H.gh—y SouR,. � p K rc Ap aTtmeNs a ■r�N ' l w ® M-,— Apan,,Mm Go = gle Thy Sea [Ile J W DO r Jcn O N D O W 00 O N I O Q Q rn L o 0 3 mH00w I CO O oD (DLo mZ U) W N't g(DZm- ILL!ILI N m d L O Z Q O ILI p00 00 LLJ Q Q Z co 0 ��Z r I Z NLn LLJ 0 co U Nw OL N o o_ W 1— Z LLI V N W rm Z 0 �m = O Q J } _< NZQO. dQ Q2 c} li oQ WZg) Of Wo FOVQ � NAi vz�aoo SHE,, A1.01 PROJECT Na190O7OzCQQL_' • 2 3 4 I 5 I 6 1 7 fLODRABDVE---\\ T CANCRE7E 2 RETAINING WALL — 11'-6" ASSUMED WALL TWOKNESS(TTP.) -10" 6'-9" 16'-5" OFFICE 7'-10" 7 -10 KITCHEN o � 4 ABOVE9W wA ABOVE SINK � m 6 • i UP UPK " 7-10" i 39'-1 " ` r w AUDITORIUM LIVING W ID ROOM 19 -7 o 0 UP wro oa O ¢ °' I I i 0=�W T F— 'o'n W �Z N� Z W - (DD = X aW W 27'-2" 0 use ur stz-ionic Z E j 51'-3" woa = 8�+ / W o a o COVERED NO ACCESS Z o o N II PATIO N ASSUMED WALL N 16"-6" THICKNESS (7YP..) o W Y a �LLJ 6 r 00a EL � F � w O —=— ----=— 1--- O --- Z J W LL U LINE OF 20 Fi FRONT SETBACK U) oo Z Lu Q O+ 3:m U W a 3 m ri U Q as W UD Of C3 OLLJ W = X LL N � W SHFiT Np. -,-)BASEMENT FLOOR PLAN A2.01 SCALE: 1/41111 vRaEa No. 1907:1 + 2 3 6 7 i woa F-vI woa A - 7p" 29'-4" 12'-1" O " o NO ACCESS E&QeM— ASSUMED WALL { . 1 THICKNESS (IYP.) k 9 23'-2" - DECK LIVING 10'-5" ROOM-- 36"101. 25'-0" 17'-10" a 1' J En o M N O N LIVING UNDER15'-5" BEDROOM CIO .ti 15'-5" ROOM _ 5, w ? o. `° -j o � II i ] Z w In c0 W 2 X W Nm aL` 4-1 awo UP `l 9'_1 E 1 - Z ;, -- 15'-4" 45'-1" STG4'-8" oof 1' COVERED O 0 W w ocn DECK t z r � o _ '•� COVERED STG W-8" o Q '. r oPE� sruDs DECK 5 `5 0 Z w= Ln >- 1 wZ U oa a F STG 5-8' ��� OPEN STUDS — • 5'-10" -T— w z a w �� i..i 0 LINE OF 20 FT FRONT SETBACK O Q � 0 3: m LL U Mrn Z G U } G U < Q twmOf O W t a w Ld LL N L2 SHEET N0. MAID FLOOR PLAN A2.02 1 SAJIF t�4'dt-v' air Na 1907 z 3 6 IA FLOOR aELOW r--�--------------- ----�----------------------------------- _----___------- I I I I I I I i I 22'-10" 9'-10" SKYLIGHT 6'-9" -BEDgQOLVL —1�vIm 12'-1 ROOM BEDROOM I 1 T-11 " CLOS CLOS � —• — 7'-9" 10'-8T' 1� , ASSUMED WALL THICKNESS MR) i \ I ` I \ I II � I ` I , I \, I ` I ` , , , , , , LINE OF 20 FT \ FRONT SETBACK ` q&�Y( �jl UPPER FLOOR PLAN SCALE 1/4'=1-O' DN o �m j DINING AREA 21'-6" 8'-4 18'-11" � --RWit BELOW L..- .-'-"'1---------� I I I I I Uwe J No �tD O N > O O 10 0¢ Q rn O 3 f— uo D Lc) � z U) � w c14 U_' Z rn aW W LNCO ax II ❑ Z Q W o O NW o t- Q In � I wQ 00 o ¢a� Y �= o w (C) U30 a_ Z of J H d U 0 n Do J LL } Cn O ¢Ix U Wd Q 3 IZ U_ D ♦ 4 a3 Z fY o- J W Ul Of (n -W, ❑ a W ru- W N SHEET - A2.03 PROJECT Nam 1907 2 3 I 4 5 6 7 --------- - - - - - - - - -- - - - -- - -- --- - -- -- -- -- -- -- - •• - ------ ---------ti I ! I ® 0 --- ----- -'---••---------- SINKS I 11 I I ■{ I I � yg•_g^ I � I ■f ■ j �■ ■■ WOMENS COAT ROOM $ - SEATING AREA I 311 SFT �� y ■ o I C ■ L L.-•--------------------- t■ o ■ o \ \\ LINE OF -- CENTRAL PRAYER HALL -` \■ FRONT SETBACK ALTAR 1345 SFT OCCUPANT LOAD: 89 OCCUPANTS ,t■ jMEj>ONE*TIN&AS---•---•------- ------ ■ •t --------------------- iL ---- J m o ro c`nn ■`■ jI SEATING AREA ' ------ MENS COAT ROOM ® I i w ado O a O m - U �■ 311 SFT a \1— W w m1op W Zj p N �Z Vi �_ \ \\ I I I N f3 \ I I I --- I I I Z J c0 W = X W N m a-L \ I \\ !! III f rf ■V W I \\ I I ■ I I \ ` I V ■ � I ■ I 1 I ----- Q E L------------- .` ENTRY LOBBY T ■ I � -v_�-h -- of i r' ■ I f LL�Lu 00 m V1 �1■ LVL•14LY 00 ■: s I z ¢ CD ■ OFFICE Y p o \\ Z 04 O ■ MECH/ ELEC JAN W 0 (n O N p 0- F ■ ■ ■■■ H W L� 00 Q �o �� O O =O c� J �} z Q3 W U dew � Lf- L k W (j o w (A Q m 0 = Q a N In SHEEP iLQ. BASEMENT FLOOR PLAN A3.01 PROJECT NO 1907 t 2 3 4 5 6 7 A OFFICE 5/ OFFICE 4 CONFERENCE ROOM 24'-0" x IN-0" B C o Tol>�r�' i OFFICE 3 c 21'-8" x 21-0" LINE OF 20 FT FRONT SETBACK • U w m LuW 00 N JANITOR } p = � o '�, I CO rn 00 00� �� ENTRY LOBBY m z o J ig Z 0) J T77'[5 r5� LVL �3525' I w c) LLI aww LVL+3515 Z E 2 Vr of � o W nrn Q < I N � OFFICE 2 OFFICE I 0 z o 26 -6 x 15 -0 30 -0 x 15 -0 Y o ,n Z Ln LU 0 cn r) w 2 U No 0 F 'n Ld Z '++ ; Lv�'3aaa U LVL+342.0' [ } 00 z — co d G U 0- v Lt U 0L owl Q c,4 wi C A9E+ �• e(DMAIN FLOOR PLAN A3, 0 SCAM 1/4�-1-0' PR-.- N0. 1907 0 1 I 2 3 4 5 6 7 54'-0" ± UNIT I UNIT 2 ± 609 SFT ± 357 SIFT i 117 PRIVATE LOBBY � o 4 u w 00 UNIT 3 J cn o J C.,o ± 631 SFT O Q m c1 N U PUBLIC 0rp Q rn 00 LOBBY p D co w I I min rW Lu fn �_ w oN � j LVL+366.5'2 Z 0) J w c0 W S X W aW Nm aLL Z Q 2 6L � W V3 GO 0 m It N a 1 Z Q3 0 cn 06 o 0 Lo GYM/ COMMON ROOM LIBRARY/ MULTI USE SPACE g Z N O ±517 SFT ±453 SFr W U No -- - _ — LU z LU LINE OF 20 FT UNIT 3 00 FRONT SETBACK ± 631 SFT d — — — O cc)) U =3 O Q O �} Q 3 ILL U o_ � a �- a V 0 Lu Q rnCD d a N � SHEET N0. UPPER FLOOR PLAN A 3.03 3H 1 SG1e I/4•�1_0• PROJECT N0. 1907 1 12 I 3 4 5 6 7 MAX HEIGHT- �70.00' UPPER FL PLHT ._.� ___- - - - - ______ _____ 66NXoHEIGHT _ __.�... UPRFnRfL PL HT L_- _ ______ -_,r__-____.... --' _- _..-..-.----__..-.---- ------__ -----__.__-----_- _______-- _____._-�--._______ _________ _ ____ ------------^--____-_-_�... �.. �.��.�.-.�-� --_ _______ M I—IT11 11111 L1J f-lR,6TNFL PL HT___ B m FIRST FL LV_L_ =3M.3Dr---- EiRSTFL LVL -________.--. ---__ --__ -__-- - AV.FiLD6ELEV. iF�M ------ A ------------ ------ - ----.---------_-- Sa-L L-- -.--- -___-.--_.____ G �e . WNDLVL D WEST ELEVATION O NORTH TH .,ELEVATION s ALL- 11a'at-v MAX. HEIGHT itit --- __ _--_--- --_ ____--.-.—_-- I — F-1 FIRST FL PL HT Doan---_ _ — -- _________ FIRST FL LVL -= m ------------------------------------------------ BASE.FFL- 3ar-d GGRND. LVL.----______-..-..---__-_---------.----_______-___------_____ +342 00' DSOUTH ELEVATION scaL- MAX. HEIGHT M9.80'- --1 __ UPPER FI PL RT -- ____-_.----- i FIRSTF U Ld co J In o W OD Oarn O N O Q 0 3 Q tD O,ow r LU � Lo o n m z w N � C7 z Ol J w U) (D w n LL1 w N m = X d Li z 00 c� 00 C.)w�CY) N a z Q3 0 N 06 � z I O O z N (D wLQV) M w S U No I00 �368.61�E -------------------------------------------._--______ 0_ U _ < z GRND.LVL. +342.00' Lam. Q z O U a �Q G v J EAST ELEVATION SCALE: 1/8-=t-0- a () Ow Ww ` a N� j d w SHEEf NO.- A4.01 PROJECT NO.� 1907 I 4 MAX HEIGHT _ +376.00' — 1 A UPPER FLR PL HT +375.00' F366.5' F. LVL 368.5' — 9 2 3 4 5 6 7 c FIRST F.F. LVL OFF +352.5' — AVERAGE BUILDING ELEVATION 0 I o+ +3d8Uff- BASEMENT F. FL_ +342 5' GROUND LEVEL — — — — — — 342 0' r j NEW FOUNDATION SECTION 1 I U w - w 00 O N O �aQ rnco 0 � 00 w c0 N �ZN� Zrn� (D w = X w LLI N m D.. L, 0 Z Q 2 UI W �m Z Q D' (n o 06 � z O O Z N � (D () N0 d w F- Z W 00 3ro O =0) U =< �3 ZZ U aQ.�wO G LL LO Cr — aU LU mowWLULI a a NL 1 acn SHEET N0. A5.01 PROJECT N0. 1907 OF z 3 Q c z c F- Q U C_ a