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16-103158
CITOF Federal Way March 2, 2018 Mr. Keith Smith Smith Co. LLC 1725 Westlake Avenue North, Suite 210 Seattle, WA 98109 ksmith smitlicOror 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityoffederalway. com Jim Ferrell, Mayor Re: File #16-103158-00-PC, PREAPPLICATION FOLLOW-UP, REVIEW OF JANUARY 22, 2018 SUBMITTAL Pink Elephant Carwash Expansion, 31485 Pacific Highway South, Federal Way (Parcel #092104-9129) Dear Mr. Smith: This is a response to your January 22, 2018, letter and proposal to remove the existing car wash tunnel and replace it with a new 2,606 square -foot tunnel, demolish the north and south bays, and several other site revisions as identified in your letter and preliminary site. This letter summarizes regulations that would be applicable to the revised proposal as described above. The items referenced in this letter are in addition to the City comments in our two previous letters and identifies regulatory requirements resulting from the revised removal and replacement proposal. Comments from the two previous letters by the City still apply as appropriate. The Pink Elephant has been through several iterations and has been through the preapplication process twice. In summary, the revised removal and replacement triggers compliance with several site improvement standards and requirements which were not previously required or discussed when you were proposing minor revisions to the site. This removal and replacement triggers full compliance with many City development standards. Outlined below is a summary of the major issues pertaining to your revised proposal based on the plans and information submitted January 22, 2018. These comments can change due to modifications and revisions in the plans. Department Comments Your January 22, 2018, proposal was only evaluated by the Planning Division and Public Works Department. Other departments and agencies were not consulted but may have comments on your revision. If you have questions, please contact the representative listed for that section. PLANNING DIVISION (Jim Harris, iim.liarris ci .o€federalwa .com, 253-835-2644) 1. Land Use Application —Pursuant to FWRC 19.230.040 and FWRC 19.15.030, the car wash removal and replacement will trigger Process II site plan review. Mr. Smith March 2, 2018 Page 2 Process II is a more thorough and detailed land use review process than the Process I review, which is allowed for minor additions as previously discussed and identified for prior proposals. Process II is an administrative site plan review conducted by city staff with a final written decision issued by the Director of Community Development. The applicant shall apply for Process II land use approval for all site improvements and increases to gross floor. Process II site plan review precedes application for a building permit. A Process II submittal requirements checklist is enclosed. 2. Nonconformance Analysis —Pursuant to FWRC 19.30.090(1), the proposed carwash removal and replacement will trigger full site compliance with land use and zoning development codes for the Planning Division. All nonconforming aspects of the site must be brought into conformance. In summary, with the revised removal and replacement proposal, all land use review items including but not limited to: building setbacks, building height, parking stall count and parking lot design, building and site design, perimeter landscaping, and parking lot landscaping must all be brought into conformance with applicable zoning code requirements. 3. General Zoning Regulations — All structures and site improvements must comply with the applicable FWRC development regulations. Per FWRC 19.230.040, the following general regulations apply to the proposal. Required Yards — ■ Front: 40 feet; Side: 15 feet; Rear: 15 feet. The parcel is a corner lot. The applicant shall designate a front yard for setback purposes - either Pacific Highway South or South 316t" Street. Outdoor parking stalls and services areas may not be closer than 10 feet to any property line per FWRC 19.230.040, Note 3. 4. Parking — Requirements in the CC-F zone for a carwash are 1 stall per 300 square feet of gross floor area. The site plan must include the required parking stalls. 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 Process II application. Please follow general guidelines outlined in FWRC 19.125.040(1) through (28) when preparing the site plan and planting schedule, especially: (22) Screening of blank building walls. Building walls which are uninterrupted by window, door, or other architectural feature(s) listed in FWRC 19.115.060(3)(b), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs, and groundcover appropriate for the area proposed. (24) All loading areas shall be fully screened from public right-of-way or nonindustrial/manufacturing uses with Type I landscaping. b) Perimeter Lot Landscaping — Per FWRC 19.125.060(7), for properties within the City Center Frame, CC-F zone, Type III landscaping a minimum of five feet in width shall be provided along all property lines. 16-103158-00-PC Doc. LD. 77365 Mr. Smith March 2, 2018 Page 3 Depending on the site layout chosen, if parking is located near the right-of-way, then FWRC 19.125.070(5)(a) requires that a three -foot -tall berm (or increased plantings) be installed in perimeter landscaping buffers screening parking areas from the adjacent right-of-way. c) Parking Lot Landscaping — 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. 6. Community Design Guidelines —New development and projects subject to Process II review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines." Please provide a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and below. a. Site Design — The building design shall reflect ownership. Project designers shall have overall design continuity by using similar elements on the new additions as the existing structures in terms of architectural style and features, materials, colors, and textures. The addition shall match existing structures per FWRC 19.115.050(d). b. Building Fagade Modulation and Screening Options — Compliance is required per FWRC 19.115.060(2). As proposed, it appears all four facades would be visible from the right-of-way. As the existing drive-thru wash and new addition exceeds 60 feet and is visible from a right-of- way, two of the four listed fagade treatments are required to be incorporated into the facades longer than 60 feet where feasible. i) Fagade Modulation — A minimum depth of two feet, minimum width of six feet, and maximum width of 60 feet. Alternative methods to shape a building such as angled or curved fagade elements, offset planes, wing walls, and terracing will be considered; provided, that the intent of the section is met. ii) Landscape Screening — Eight -foot -wide Type II landscape screening along the base of the fagade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. iii) Canopy or Arcade — As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length is 50 percent of the length of the fagade using this option. iv) Pedestrian Plaza — Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. The above -referenced "two of four" options shall be incorporated along the entire length of the new facades which exceed 60 feet in length. Options used must meet the dimensional standards as Doc I.D. 77365 16-103158-00-PC Mr. Smith March 2, 2018 Page 4 specified above, but if more than two are used, dimensional requirements for each option may be modified or waived. c. Directional Signage/Circulation — Please provide clear vehicular circulation and pathways via directional signage in surface parking lots. Parking and vehicle circulation shall be clearly delineated minimizing vehicle turning movements and conflicts on site per FWRC 19.115.050(2). d. Building Articulation and Scale —New building facades visible from rights -of -way and other public areas must incorporate methods of articulation and accessory elements in the overall architectural design per FWRC 19.115.060(3)(b), as described below applicable to the car wash addition: a Showcase, display, recessed windows; • Window openings with visible trim material, or painted detailing that resembles trim; • Vertical trellis(es) in front of the wall with climbing vines or similar planting; • Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen the wall's surface; • Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; or ■ Material variations such as colors, brick or metal banding, or textural changes. e. City Center Frame District Design Guidelines —Building facades shall incorporate a combination of facade treatment options as listed in FWRC 19.115.060(2) and (3)(b), to a degree that is appropriate to the building size, scale, design, and site context, and according to the following guidelines: "(i) Principal facades containing a major entrance, or located along a right-of-way, or clearly visible from a right-of-way or public sidewalk, shall incorporate a variety of pedestrian -oriented architectural treatments, including distinctive and prominent entrance features; transparent glass such as windows, doors, or window displays in and adjacent to major entrances; structural modulation where appropriate to break down building bulk and scale; modulated rooflines, forms, and heights; architectural articulation; canopies; arcades; pedestrian plazas; murals or other artwork; and streetscape amenities. At least 40 percent of any ground level principal facade located along a right-of-way must contain transparent glass. Landscaping shall be used to define and highlight building entrances, plazas, windows, walkways, and open space, and may include container gardens, wall and window planters, hanging baskets, seasonal beds, trellises, vines, espaliered trees and shrubs, and rooftop gardens. Landscaping should not block views to the building or across the site. Foundation landscaping may be used to enhance but not replace architectural treatments. "(ii) Secondary facades not containing a major building entrance, or located along a right- of-way, or clearly visible from a right-of-way or public sidewalk, may incorporate facade treatments that are less pedestrian -oriented than in subsection (3)(c)(i) of this section, such as a combination of structural modulation, architectural articulation, and foundation landscaping." 16-103158-00-PC Doc ID. 77365 Mr. Smith March 2, 2018 Page 5 7. Rooftop Mechanical Equipment — Per FWRC 19.110.070, heating ventilation and air conditioning, elevator equipment, 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. 8. Garbage/Recycling — New garbage and recycling facilities in accord with FWRC requirements previously identified. The garbage enclosure shall not be located in required front, rear or side yard setback. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin. eterson ci offederalEwa .com Based on the proposed revisions to the project (Jan 22, 2018 site plan by Smith Co.), it appears this project is now subject to a Full Drainage Review as outlined in the 2016 King County Surface Water Design Manual (KCSWDM) and City addendum to the manual. It was difficult to determine how much of the existing impervious areas were being replaced, so in addition to the KCSWDM, our review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements" may now also apply to this project. A couple of major impacts to this project under Full Drainage Review and FWRC 19.30.120 may be the requirement to provide Flow Control (detention) and Water Quality Treatment facilities for the site. A civil engineer will need to provide a Technical Information Report. (TIR), addressing the relevance of the project to the nine core and five special requirements of the KCSWDM. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarad� .Inrz��d:cit► v#'#'eslrrtrhi a ►'.ctim The latest submittal (Jan 22, 2018 site plan by Smith Co) is a complete tear down and replacement. Since this is the case, the following requirements would be applied: The approved street modification date September 6, 2017, would not be applicable for this resubmittal. There are items in the street modification that would likely change due to the complete tear down and replacement. However, Traffic staff would support granting similar modifications on SR 99. Frontage Improvements (FWRC 19.134.40) — Construct street frontage improvements and dedicate right-of-way (ROW) along the property frontage on S 316th Street and SR 99 (Pacific Highway S.). Access Management (FWRC 19.135.260) — SR 99 is a state facility and the development shall meet access management standards. Minimum throat length for private commercial non -single-family driveways shall be 40 feet minimum, 50 feet desirable. Throat length is measured from the face of curb (or edge of traveled way if no curb exists) on the public street to the first conflicting drive aisle or parking movements that would conflict with entering and exiting traffic. - Restore the proposed closed off driveway/curb cut with vertical curb and gutter, planter strip and sidewalk consistent with the planned roadway. Doc. LD, 77365 16-103158-00-PC Mr. Smith March 2, 2018 Page 6 The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements and access spacing (FWRC 19.135.070 & FWRC 19.135.260). These modification requests have a nominal review fee currently at $278.00. CLOSING 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. Modifications and revisions to the project 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, Jim Harris (253-835-2652, or jim.harris@cityoffederalway.com). Sincerely, 17d�-�T . Jim Harris Senior Planner enc: Use Process II Submittal Requirements Checklist c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer 16-103158-00-PC Doe I.D 77365 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 8, 2018 TO: Kevin Peterson, Development Services Sarady Long, City Traffic Engineer FROM: Jim Harris FOR DRC MTG. ON: NA FILE NUMBER(s): 16-103158-00-PC RELATED FILE NOS.: None PROJECT NAME: ELEPHANT CAR WASH PROJECT ADDRESS: 31458 PACIFIC HWY S ZONING DISTRICT: CC-F PROJECT DESCRIPTION: REVISED AGAIN BY APPLICANT LAND USE PERMITS: PROJECT CONTACT: KEITHSMITH MATERIALS SUBMITTED: Revised site plan 1/22/18 Cover letter from Smith co Kevin and Sarady - Now the proposal is tear down existing and build new car wash, see cover letter. Can you send me summary of regulations applicable, or put them in an Amanda document and let me know when done. Applicant wants to know if street mod conditions already approved will be affected by this revision. Also, what are stormwater regs for this R and R. Jim Harris From: Jim Harris Sent: Wednesday, February 07, 2018 4:17 PM To: kl smith (ksmith@smithco.org) Cc: Kevin Peterson Subject: Pink Elephant Car Wash 16 103158 PC Keith: Just a quick heads up to notify you that I have received your Jan 22, 2018 letter. Your letter does not contain any question. However your letter does make some conclusions that I believe are inaccurate in regard to FWRC code requirements. We briefly discussed this on the phone last week. The Jan 22, 2018 letter now proposes a tear down and new replacement car wash building and other project elements. This tear down and replacement is subject to different procedural requirements and different code requirements than the previously proposed and evaluated minor addition to the existing facility. I have routed your inquiry to Public Works Dept staff and I will provide you some Public Works and Planning Division comments in the next couple weeks. Let me know if you have any further questions. Jim Harris Planner . ' e eral way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2652 Fax: 253/835-2609 www.cityoffederalway.com Office Hours Mon - Thur, 8:00 AM — 4:30 PM or by appointment CITY HALL CITY OF 33325 8th Avenue South Federal Way Federal Way, WA 53) 835 -6325 (253) 835-7000 www, cityoffederalway. com (c(apy Jim Ferrell, Mayor August 2, 2016 FILE Mr. Keith Smith Smith Co. LLC 1725 Westlake Avenue North, Suite 210 Seattle, WA 98109 ksmith a smithco.org Re: File #16-103158-00-PC, PREAPPLICATION CONFERENCE SUMMARY Pink Elephant Carwash Expansion, 31485 Pacific Highway South, Federal Way (Parcel #092104-9129) Dear Mr. Smith: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held July 28, 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 Associate Planner Leila Willoughby -Oakes (253-835-2644, or leila willo►jghby-oakes@cityaffederah—vay-som- . For specific technical questions about your project, please contact the appropriate DRC representative by department as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Proposal is to remodel an existing self-service carwash (conversion of three bays with remote pay stations) and add 1,140 square feet to an automatic car wash. The applicant proposes to change the roofline, add new signage, an ADA parking space, trash enclosure, and expand the existing canopy. The applicant proposes phased site redevelopment. 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. Mr, Keith Smith Page 2of15 August 2, 2016 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 requiremeno or issues. Please be sure to read the entire department comments made in the next section of this jetted. cd Planning Division • The subject property contains nonconforming development due to insufficient: o Perimeter landscape buffers, o Site improvements setbacks; o Parking lot landscaping/surface parking standards; and, o Other commercial site improvements. • The carwash expansion will not require the existing development comply with the current zoning and development code, or trigger FWRC 19.30.090(a) for the existing buildings and site improvements. If the proposal exceeds 2,500 square feet of new gross floor area (including new area under canopies), or 25 percent of the existing gross floor area, whichever is less, within 36 months, all nonconforming development aspects must be brought into conformance per FWRC 19.30.090(a). 0 Public Works Development Services Division 1. Based on the limited amount of information provided at this stage of the project, it appears that the threshold that triggers the city's nonconforming water quality code section will apply, and water quality treatment will have to be provided for the entire site. See additional information under Department Comments, below. 2. Wash water from the carwash bays shall be directed to the sanitary sewer system. • Public Works Traffic Division ■ Transportation Concumency Management (FWRC 19.90) — A transportation concurrency permit with application fee of $4,313.30 is required for the proposed project. ■ Traffic Impact Fees (FWRC 19.91) - Traffic impact fees are required for the proposed new automatic car wash stall. w Frontage Improvements (FWIRC 19.135.040) — Construction of street frontage improvements and dedication of right-of-way may be required along the property frontage on SR 99 and South 316f Street. " Access Management (FWRC 19.135.260) — The development shall meet access management standards. 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. File # 1 6-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 3 of 15 August 2, 2016 PLANNING DIVISION (Leila Willoughby -Oakes, leia.wiilaughb-y-oakesk}a cityoffederalway.com, 253- 835-2644) 1. Land Use De ignation — The subject property is located in the City -Center Frame (CC-F) zone. A car wash is permitted in the CC-F zone, subject to regulations set forth in the Use Zone Chart. FWRC 19.230.040, "Vehicle Service Station." The following information is based on the materials submitted for the preapplication meeting. 2. Land Use Applrcataon — The addition to a developed site with associated improvements shall be subject to a Use Process I (Director's Approval) per FWRC 19.15.030(1), "Minor Improvements, Modifications and Additions." Process I is an administrative planning review conducted by city staff with a final decision issued by the Director of Community Development. The applicant shall apply for land use approval for all site improvements and increases to gross floor, area even if phasing construction. If an applicant chooses to submit land use reviews and building permits concurrently, they do so at their own discretion. Planning and Public Works Development Services Divisions requests a site plan with an engineering scale. 3. Use Process I Approval Duration -Meeting Follow -Up — Pursuant to FWRC 19.15.100, a Use Process I application shall be valid for one year from the date of the director's approval. The applicant must substantially complete construction for the development activity within this year and fulfill applicable conditions listed in the Use Process I decision. 4. Adjacent Land Uses — The subject property is a comer lot adjoining Pacific Highway and S 316th St, and parcels zoned City Center Frame and City Center Core surround the property. North— Restaurant (zoned CC-F) South — South 316th Street East Pacific Highway South West— H-Town Plaza, Covered Mall (zoned CC-C) 5. Nonconformance Anayl sis— Pursuant to FWRC 19.30.090(1)(a), the proposed carwash expansion will not trigger full conformance with land use and zoning development codes for the Planning Division: "All nonconforming aspects of a development must be brought into conformance if: "(a) An applicant proposes to add to the subject property either 2,500 square feet of new gross floor area or more, or 25 percent of the gross floor area or more of the building(s) on the subject property, whichever is less, within any consecutive 36-month time period commencing at the time of building permit issuance..." The applicant proposes a 1,140 square foot addition. The subject property contains 6,357 square feet of existing gross floor area per the submitted materials. Per FWRC 19.05.070,.gross floor area includes all areas under canopies, if a structure does not have walls; gross floor area shall be measured from the outer edges of the roof. Meeting Follow -Up. All new buildings and site improvements must comply with all current zoning and development regulations. The applicant stated they will expand existing canopies and as such, they must be included in the new gross floor area. Doc ID 74081 File #16-103158-00-PC Mr. Keith Smith Page 4of15 August 2, 2016 6. Environmental Review —As proposed, the project is exempt from review under the State Environmental Policy Act (SEPA) as the proposal does not exceed flexible thresholds. 7. General Zoning Regulations — All structures and site improvements must comply with the applicable FWRC development regulations. The following general regulations apply to the proposal. (a) Required Yards — ■ Front: 40 feet; Side: 15 feet; Rear: 15 feet. The parcel is a corner lot. The applicant shall designate a front yard for setback purposes; either Pacific Highway South or South 316t" Street. Outdoor parking stalls and services areas may not be closer than 10 feet to any property line per FWRC 19.230.040, Note 3. (b) Height— The height limit is 35 feet above average building elevation (ABE). Based on the materials submitted, staff could not confirm height compliance. Provide the new roof line and height on building elevations with the Use Process I submittal. (c) Parking — Requirements in the CC-F zone for a carwash are 1 stall per 300 square feet of gross floor area. Please see the enclosed "Parking Lot Design Criteria" handout. Relocate the ADA stall away from the intersection (see building division comments, below). Per the plans submitted, the added the gross floor area requires four spaces (FWRC 19.230.040): • Carwash: 1,140 additional square feet/300 = 3.8 parking stalls, rounded up to 4. (d) Special Note — • Drive -through facilities must be designed so that vehicles will not block traffic in the street while waiting in line, and will not unreasonably interfere with on -site traffic flow for retail uses per FWRC 19.230.030, Note 3, and must meet the guidelines established in FWRC 19.115.050(2). o Drive -through windows and stacking lanes are not encouraged along facades of buildings that face a right-of-way. If they are permitted in such a location, then they shall be visually screened from such street by Type III landscaping and/or architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate screening. 8. Community De ign Guidelines — Projects subject to Process I review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines." Please provide a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and below. Pursuant to FWRC 19.130.090(3) the nonconforming development exemption does not apply to the application of the Community Design Guidelines. a. Site Design — The building design shall reflect ownership. Project designers shall have overall design continuity by using similar elements on the new additions as the existing structures in terms of architectural style and features, materials, colors, and textures. The addition shall match existing structures per FWRC 19.115.050(d). File #I6-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 5of15 August 2, 2016 b. Building Fafade Modulation and Screening Options —As proposed, it appears all four facades would be visible from the right-of-way. As the existing drive:-thru wash and new addition exceeds 60 feet (at 119 feet) and is visible from a right-of-way or residential use zone (RS9.6): Two of the FOUR listed fafade treatments are required to be incorporated into the facades longer than 60 feet where feasible. i) Fafade Modulation — A minimum depth of two feet, minimum width of six feet, and maximum width of 60 feet. Alternative methods to shape a building such as angled or curved facade elements, offset planes, wing walls, and terracing will be considered; provided, that the intent of the section is met. ii) Landscape Screening— Eight -foot -wide Type II landscape screening along the base of the facade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. iii) Canopy orArcade — As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length is SO percent of the length of the fafade using this option. iv) Pedestrian Plaza — Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. The above -referenced "two of four" options shall be incorporated along the entire length of the new facade, in any approved combination. Options used must meet the dimensional standards as specified above, but if more than two are used; dimensional requirements for each option may be modified or waived. c. Directional Si gnagel Circulation —Please provide clear vehicular circulation and pathways via directional signage in surface parking lots. Parking and vehicle circulation shall be clearly delineated minimizing vehicle turning movements and conflicts on site per FWRC 19.115.050(2). d. Builcding Articulation and Scale —New building facades visible from rights -of -way and other public areas must incorporate methods of articulation and accessory elements in the overall architectural design per FWRC 19.115.060(3)(b), as described below applicable to the car wash addition: • Showcase, display, recessed windows; • Window openings with visible trim material, or painted detailing that resembles trim; • Vertical trellis(es) in front of the wall with climbing vines or similar planting; • Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen the wall's surface; • Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; or • Material variations such as colors, brick or metal banding, or textural changes. e. City Center Frame District Design Guideknes — Building facades shall incorporate a combination of facade treatment options as listed in FWRC 19.115.060(2) and (3)(b), to a degree that is appropriate to the building size, scale, design, and site context, and according to the following guidelines: Doc ID 74081 File #16-103158-00-PC Mr. Keith Smith Page 6 of 15 August 2, 2016 "(i) Principal facades containing a major entrance, or located along a right-of-way, or clearly visible from a right-of-way orpublic sidewalk, shall incorporate a variety of pedestrian -oriented architectural treatments, including distinctive and prominent entrance features; transparent glass such as windows, doors, or window displays in and adjacent to major entrances; structural modulation where appropriate to break down building bulk and scale; modulated rooflines, forms, and heights; architectural articulation; canopies; arcades; pedestrian plazas; murals or other artwork; and streetscape amenities. At least 40 percent of any ground level principal facade located along a right-of-way must contain transparent glass. Landscaping shall be used to define and highlight building entrances, plazas, windows, walkways, and open space, and may include container gardens, wall and window planters, hanging baskets, seasonal beds, trellises, vines, espaliered trees and shrubs, and rooftop gardens. Landscaping should not block views to the building or across the site. Foundation landscaping may be used to enhance but not replace architectural treatments. "(ii) Secondary facades not containing a major building entrance, or located along a right-of- way, or clearly visible from a right-of-way or public sidewalk, may incorporate facade treatments that are less pedestrian -oriented than in subsection (3)(c)(i) of this section, such as a combination of structural modulation, architectural articulation, and foundation landscaping." 9. Rooftop Mechanical Equpment— Per FWRC 19.110.070, heating ventilation and air conditioning, elevator equipment, 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. 10. Garbage/Recycling — New garbage and recycling facilities are shown. • The garbage enclosure shall not locate in required rear or jideyard setback. • Per FWRC 19.125.150(4)(a) and (b), the garbage enclosure may not locate within the required side (15 feet) or rear yards (15 feet), and may not locate within required landscape buffer areas; although, the site is nonconforming. If conformance is triggered, a Type III landscaping five feet in width would be required along all perimeter lot lines. 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. The minimum size for the garbage and recycling storage area shall be 65 square feet; refer to FWRC 19.125.150 and Public Works Solid Waste and Recycling comments, below. 100% Site Obscuring Enclosure File #16-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 7 of 15 August 2, 2016 11. CriticalArear— There are no critical areas on the subject property. 12. Tree and Vegetation Retention — There are no minimum tree units required in the CC-F zoning district. 13. Signage — Please apply for a separate sign permit with the Permit Center at 253-835-2607, or ermit.centex citvoffederalwa .coin. Signs are regulated by Chapter 19.140 FWRC. 14. Application Fees — The formal application must be prepared in accordance with the city's Use Process I Development Requirements checklist (enclosed). Please contact the Permit Center for the current application fees for Use Process I, construction, and building permit fees at 253-835-2607, or perniit.center@ciryoEfederalway.com. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.Peterson(Weityo_ffederalway.comm) Land Use Issues — Stormwater Our initial review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following item is applicable: "1.g. Redevelopment, other than normal maintenance or other than the tenant improvements, but including any increase in gross floor area, in any one consecutive 12-month period which exceeds 50 percent of the assessed or appraised value (whichever is greater) of the structure or improvement being redeveloped. The applicant may provide an appraisal of the improvement. The appraisal must be from a source acceptable to the City. The Director may require the applicant to provide an appraisal from a second source acceptable to the City if the assessed valuation appears to be inaccurate or inappropriate. If more than one appraisal is provided by the applicant or required by the City, the greater of the two amounts shall be used. For purposes of this determining value under this section, improvements required pursuant to FWRC Sections 19.30.090 (nonconforming development), 19.30.110 (street/sidewalk improvements), 19.30.120 (nonconforming water quality improvements) and 19.135.030 (street/sidewalk improvements) shall not be counted towards the 50 percent threshold which would trigger application of this subsection;" 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 2016 King County Surface Water Design Manual (KCSWDM). 2. The project 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. Water quality facilities for private commercial developments within the CC-F may be placed underground. 4. Show the proposed location and dimensions of the water quality facilities on the preliminary plans. Doc ID 74081 File #16-103158-00-PC Mr. Keith Smith Page 8of15 August 2, 2016 Right -of -Way Improvements 1. See the Traffic Division comments, below, 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. Building Permit Issues Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the city. Engineering review fees are $1,125.00 for the first 12 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. 2. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available to assist the applicant's engineer in preparing the plans and TIR on the city's website at xyww.ci offederahnay.co3n/node/1467. 3. 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. 4. 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. 5. 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. File #16-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 9 of 15 August 2, 2016 6. 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 (if any) on the clearing and grading plan. 9. Temporary Erosion and Sediment -control (TESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.long@cityoffederalway.corn Transportation Concurrency Analysis (FWRC 19.90) 1. A concurrency permit is required for this development project. The concurrency analysis will determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development project. Please note that supplemental transportation analysis and concurrency mitigation may be required if .the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 2. Based on the submitted materials to covert the existing three bays to one auto wash with a remote pay station, the proposed project is estimated to generate approximately 55 new weekday PM peak hour trips. The applicant's engineer may submit a trip generation study to determine the number of trips generated by the proposed development. At a minimum, the trip generation study shall include three studies for similar land use and settings approved by the Traffic Division. The methodology for determining the trip generation shall be based upon the guidelines established in the most recent edition of the ITE Trip Generation Handbook. 3. The estimated fee for the concurrency permit application is $4,315.50 (51 — 500 trips). This fee is an estimate and based on the materials submitted during the preapplication conference. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with the land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) 1. Based on the submitted materials to convert three -self-service car wash stalls to one automatic car wash, the estimate traffic impact fee is between $35,145 and,$'90,694. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a building permit application is filed and must be paid prior to permit issuance. Doc ID 74081 File #16-103158-00-PC Mx. Keith Smith Page 10of15 August 2, 2016 Street Frontage Improvements (FWRC 19.135) 1. Based on the available records and the submitted materials, it appears that this proposal meets the 25 percent threshold criteria for requiring street frontage improvements as identified in the FWRC 19.135.030. The applicant/owner may submit an appraisal for the subject property, or King County Assessor's records may be used. The Development Services Division will evaluate this data to determine if the project actually meets the city's 25 percent threshold for requiring street frontage improvements. 2. Per FWRC 19.135.040, the applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant will be expected to construct improvements on the following streets to the city's planned roadway cross -sections: SR-99 is a Principal 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 street lights in a 124-foot right-of-way. SR 99 is improved with six lanes, including vertical curb/gutter, sidewalk, streetlights, etc., on both sides of the street. No further widening or right-of-way will be required for this roadway. South 316d1 Street is a Principal Collector planned as a Type "L" street, consisting of a 44- foot street with curb and gutter, 12-foot sidewalks with street trees and decorative streetlights in a 74-foot right-of-way. Assuming a symmetrical cross section, a seven -foot right-of-way dedication and half -street improvements are required as measured from the street centerline. 3. 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. 4. Tapers and transitions beyond the project frontage maybe required as deemed necessary for safety purposes; taper rate shall be WS"2/60 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. 2. 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). Furthermore, this property does not have the 660 feet minimum to allow a second access driveway. To minimize conflict, the southern driveway should be closed due to the close proximity to the intersection. Alternatively, the applicant may pursue a shared access with the adjacent property to the north. File #16-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 11 of 15 August 2, 2016 5. 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). Once preliminary traffic queuing analysis has been completed, the applicant's traffic engineer may submit a written request for access modification if desired. Please note that these modification requests have a nominal review fee. 6. 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. PW SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, robV ci offederalwa .com, 253- 835-2770) 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. 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' deep by 20' 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. • 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). • Plan 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] & [51). • 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. File #16-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 12 of 15 August 2, 2016 Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste Management. Contact: Dian Young, Route Manager, at 253-804-6815 (office) or 206-786-4530 (cell). BUILDING DIVISION (Peter Lawrence, 253-835-2621, peter.lawrence@cityoffederalway.com} International Bui4di7,g 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 Building Criteria Occupancy Classification: B Type of Construction: V-B Floor Area: 1140 International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2014 Accessibility Code, ICC/ANSI A117.1 - 2009 Washington State Energy Code, 2012 WAC 51-11 Number of Stories: 1 Fire Protection: unknown Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 A complete building permit application and commercial checklist. (Additional copies of the application and checklists may be obtained on our web site at www.cit� offederalway.corn.) Submit three sets of drawings and specifications. Specifications shall include: two Soils report, two Structural calculations, two Energy calculations, and no Ventilation calculations. Note: A Washington State Registered architect's stamp is required for additions/alterations (new or existing) of 4,000 gross floor area or greater, unless specifically listed as an "exempt" structure per the Revised Code of Washington (RCW). Energy code compliance worksheets are required to be completed and included with your permit application. A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. 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. 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. File #16-103158-00-PC Doc ID 74081 Mr. Keith Smith Page 13 of 15 August 2, 2016 Review Timing The first comment letter can be expected within six weeks of the submittal date. Re -check of plans will occur in one to three weeks after resubmitta. 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. Please include in the submittal materials the building comment letter with the designer's responses. Plans for all involved departments will be forwarded from the Community Development Department. Other Permits & Inspections Separate permits may be 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. The 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, 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. Site -Specific Requirements Accessible parking as located on the proposed submittal may not be compliant with the 2015 IBC 1106.6. 2015 IBC 1106.6, "Location" "Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. In parking facilities that do not serve a particular building, accessible parking spaces shall be located on the shortest route to an accessible pedestrian entrance to the parking facility. Where buildings have multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances." 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. File #16-103158-00-PC Doc ID 74081 M&. Keith Smith Page 14 of 15 August 2, 2016 LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, baslmU@lakehaven.org) Water a 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 the land use agency for requirement). The certificate is valid for one year from date of issuance. If the certificate is needed, allow one to two working days to issue. Nearby (South 3161h Street & 200, Avenue South) hydraulic model results (FF #214) indicate that Lakehaven's standard maximum allowable velocity of 10 feet/s is exceeded at a fire flow rate above 6,300+/- gpm. If more precise/proximate available 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). 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 existing domestic water service connection/meter (SvcNo 4664, 11/2" size). 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 connecdoti (e.g., larger service, irrigation, fire -protection, etc.), in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Non -single-family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections and meters. Please contact Lakehaven for further details. Installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic service meter is required pursuant to WAC 246-290-490 and Lakehaven standards regarding premise isolation. As a high health cross -connection hazard, a reduced pressure backflow assembly (RPBA) is required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, czoepfl@lafcehavep-oo g, 253-946-5427) for additional information on premise isolation and BPA testing coordination. Sewer ■ A Certificate of Sewer Availability (application enclosed) issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with the land use agency for requirement). The certificate is valid for one year from date of issuance. If the certificate is needed, allow one to two working days to issue. • The site has one existing sewer service connection (SSCP 4709). A separate Lakehaven sewer service connection permit (application enclosed, current/2016 Fee = ,$300.00) will be required to re -align the 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 two percent. In addition to all other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. File #16-103158-00-PC Doc ID 74081 N Mr. Keith Smith Page 15 of 15 August 2, 2016 General • 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. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for a 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 stillrequired 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, or ic4a.willou h v-oaks ci offederalwa .cam). We look forward to working with you. Sincerely, C2/ - t-CJ - 6 �ak�9'6 Leila Willoughby -Oakes Associate Planner enc: Master Land Use Application Use Process I Application CommuniV Design Guidelines (CC-F District Guidelines/Building Modulation Requirements) Parking Lot Design Criteria. Public Works Solid Waste and Recycling Guidelines Lakehaven Enclosures c: Peter Lawrence, Plans Examiner Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury/Bill Nelson, Lakehaven Utility District Vince Faranda, Soutli King County Fire Steven S. Haney, PO Box 229, Auburn, WA 98071-2299 (Owner) Doc ID 74081 File #16-103158-00-PC smith c• . January 22, 2018 Mr. Jim Harris Planner City of Federal Way Development Services Center 33325 8th Avenue South Federal Way, WA 98003-6325 RESUBMITTED Architecture I Design I Planning I Retail JAN 2 27.018 CV OF FEDEPAL AY COMMUNITY D- RE: Pink Elephant Car Wash File #16-103158-00-PC, PREAPPLICATION CONFERENCE SUMMARY Pink Elephant Carwash Expansion, 31485 Pacific Highway South, Federal Way (Parcel #092104-9129) Dear Mr. Harris: Pursuant to the approval of the variance request (Permit # 17-104587-00-SM) regarding the new driveway into our facility, we are also proposing to move back the existing tunnel due to the difficulty in the turning radius out of the new driveway, on Pacific Coast Highway S., from the tunnel exit and eliminate the traffic build up that will occur with autos cueing and exiting out of the tunnel. Another issue with respect to the circulation of the carwash, the pay station kiosks into tunnel cannot be positioned with the correct clearances and turning radius'. In order to facilitate this, the existing auto bays at the East end of the property will be demolished with the exception of the middle office and toilet room, see attached demolition plan. We are proposing the following: 6 Demolish existing 2,500 SF tunnel/Meth/Office and provide a new 2,606 Sf tunnel, 480 SF Mechanical room and A 375 SF office located further back from the new entry at Pacific Coast Highway. Demolish the north and south auto service bays, 2,000 SF, in the existing carwash to the East of the property and place new tunnel pay stations directly behind this area. 4 Existing central vacuum station and canopy to remain Remove existing smaller vacuum stations along S. 316th Street. Since we are increasing the total new gross floor area of only 961 SF, we will not be required to comply with the current zoning and development code, or trigger FWRC 19.30.090 (a) for the existing building and site improvements. We would also be able to keep the waivers granted in the previous request, Permit #17- 104587-00-SM. 1 7 2 5 west l a k e avenue north suite 2 1 0 seattle, washington 98109 206.838.5485 p 206.464.0700 f 206.713.4076 m } 3 U U m W 7 L7 U z U X xw W m CY M ca W El 0 d a L=1 > z U W 0 L3 Z X x W X W SIDEWALK/LANDSCAPE TO BE EXTENDED AT EXISINTG CURB CUT property line xisting building (2,500 SF) to be demolished 50'-10'1 �25'-0' I d F I 01 EXISTING LIGHT_ POLE' -,]TO BE RELbGATED i La LAINW ti �� rs „ ISTFNG TRAFFIC POLE EXISTING SIGN NEW DRIVE THRU WASH l — TUNNEL CARWASH 11 — ~ — — 2,606 SF EXISTING VACUUM I I STATI❑NS TO REMAIN I I °C= ° I I I 4 I ❑ ❑ I � existing vacuum stations typ. 45 — 297.8 FT. jNG a BAYS TO BE l EMOLISHED 2,028- I _ I I I I k I I I L— — — D I I I OFFICE I 375 SF new toilet new wait area I F- L� I � � %D existing carwash to be I — — — I demolished ' L_ I I 1 I I I I I I I I I ' I NEW TUNNEL PA — STATIONS existing planter sidewalk EXISTING VACUMN TO BE REMOVED PARCEL N❑.1 092104-9129 S, 316 T H STREET BEG ELY LN ❑F ❑ 30INAL ST HWY T❑ S LN❑F SUBD TH W T❑E LN ❑F HWY TH 112 FT S OF NW R 1AC OF NW 1/ N T❑ BEG NW 1/4 [IF SW 1/4 TH E 0FT TH S LESS ST HWY t1725dth Co. westlake ave. N. seattle, washington 98109 suite 210 206,838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org e SCALE: 1 /16"=1'-0" [� PROJECT NO, 2013015.00 DRAWING ISSUES 0122.1s PROJECT- Elephant Car Wash Federal Way, WA SCALE: arse•=1'-0• 3114458 Pacfic Hwy S, 01.03.18 CLIENT, SHEET NO, 01.02.18 CAR WA-1. e' A2.0 12.06.16 SHEET TITLE+ 0627.16 site plan NOTE: Lakehaven Utility District f l ' neither warrants nor guarantees the • accuracy of any facility information y+' provided. Facility locations and conditions are subject to field �I�ITY Doi verification. Pink Elephant Automatic Car Wash Expansion 16-103158-00-PC 0 50 100 Feet 7/13/2016 BIA CITY OF L Federal Way July 5, 2016 Mr. Keith Smith 1725 Westlake Avenue North, Suite 210 Seattle, WA 98109 ksm h a smith r CITY HALL 33325 8th Avenue South -Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor P14F Re: File #16-103158-00-PC; NOTICE OF PREAPPLICATION CONFERENCE Pink Elephant Car Wash, 31458 Pacific Highway South, Federal Way (Parcel No. 092104-9129) Dear Mr. Smith: 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: 10:30 a.m.'— Thursday, July 21, 2016 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 81' 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 leila.willou hbv-Oakes citvoffederal,,vay.com, or 253-835-2644. Sincere , 1 C C g Leila Willoughby-0akes Associate Planner c: Pink Elephant Car Wash, 31458 Pacific Ifighway South, Federal Way, WA 98003 Doc. I.D. 74022 SCOPE OF WORK DRIVE THROUGH CAR WASH: EXPAND THE CURRENT LOCATION OF THE DRIVE THROUGH CAR WASH, REPLACE ROOF, SHIFT OVER WAIT AREA, (MAINTAINING CURRENT FOOTPRINT) EXISTING BRICK FACADE TO REMAIN, DESIGN WILL BE EXTENDED INTO NEW EXPANSION. MATERIALS: BRICK ARCHITECTURAL METAL SIDING CONCRETE EXISTING SELF SERVICE CAR WASH: NO CHANGE IN FOOTPRINT, EXISTING BAYS WILL BE CONVERTED TO AUTOMATIC BAYS, WE WILL INFILL ONE BAY FOR MECHANICAL AND ONE BAY WILL REMAIN SELF -SERVE. THE DESIGN WILL BE THE NEW PROTOTYPE OF THE PINK ELEPHANT CAR WASH. MATERIALS: WOOD ARCHITECTURAL METAL SIDING CONCRETE TYPE VB CONSTRUCTION VICINITY MAP trs 6 Htl1. 11nM Wi Yitr,Wm15nbe! Sur Y I-1Tary ��•• ►W. � - • YnTW�R,•Kttr r�-r.r•m rra • b �� 5 - tdmn� i tl l S3161h St S3161h f: .. .y n, B ceek Sp•. � ®a. rop h Pl S 3161h P1 a x PROJECT - LOCATION S 3161" St SCALE: N.T.S. VIEW AT CORNER OF PACIFIC COAST HWY AND S 316 ST SmIdAh Co. 1725 westlake ave. N. seattle, washington 98109 suite 210 206.838.5485 p 206.713.4076 m 206.464 . 0700 f ksmith@smithco.org e DRAWING ISSUES PROJECT, Elephant Car Wash 31458 Pacific Hwy S, Federal Way, WA CLIENT: SHEET TITLE 06.27.16 Cover page RECEIVED JUN 3 0 2016 CITY OF FEDERAL. WAY CDS PROJECT N01 2013015.00 SCALE: 3164"=1'-0" SHEET NO: A1.0 i l :� U X ro W o' U X x W 13 W 0 1 U H H U <E r D In U ,z �W U � L� F- X w w d �F m • :P l to O 0i EXIST NAG 0 EXISTING T FFIC P LIGHT POLE property line \ 77-32' 42'-8P existing building new a i u EXISTING DRIVE THRU WASH CIO2,070 SF N N®R 01 proposed HC parking XISTING SIGN TOTAL SF OF PROJECT: EXISTNG WASH; 2,070 SF YISTLUG VACUUM: _ 1,882 SF _ II EXISTING SELF WASH; 2,405 SF TOTAL: 6,357 SF 257 OF TOTAL = 1,589.25 SF TOTAL ADDITI❑N = 1,140,00 SF 1,140.00 SF < 1,589.25 SF 1,140.00 SF < 2,500.00 SF t � existing wash 38-0" existing wait I I I new enclosed I / / trash area 29Ae 7. �. \ \ i I NA \ —'New �as i entry/ L_J � I lAum #kller/ it �ta�ions typ. �j I I Itatioi s typ. �J I I // new wait area shifted over \ U existing I °�`tce \ \ I vendingI I \ \ i C,?10 ULTZ0 I , / new - —t-- __---J I Mech i ��7 existingvacuum �--- w� existing vacuum existing vacuum J f stations typ, stations typ, stations typ.It existing planter 445 — _ sidewalk PARCEL NO,: 092104-9129 S, 316 T H STREET LEGAL; BEG ELY LN OF ❑RIGINAL ST HWY # 1 112 FT S OF NW C❑R OF S 1/2 OF S 15 AC OF a' NW 1/4 ❑F SW 1/4 TH E 300 FT TH S TO S LN OF SUBD TH W TO E LN OF HWY TH N TO BEG LESS ST HWY SCALE: 1/16"=l'-0" ;oxi-tth Co. 1725 wesbake ave N seattle, washington 98109 suite 210 206.838.5485 p 206,713.4076 m 206.464.0700 f ksmith@smithco.org e DRAWING ISSUES PROJECT PROJECT NO: 2013015.00 Elephant Car Wash "� 31458 Pacific Hwy S, Federal Way, WA SCALE: 3/64°=1'_0^ CLIENT: SHEET NO: SHEET TITLE: - O 06.27.16 site plan - view of rear of self serve teller station view of front of proposed remodeled auto wash 1725 westlake ave. N. seattle, washington 98109 suite 210 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org e view of rear of self serve auto bay entry's DRAWING ISSUES PROJECT: Elephant Car Wash 31458 Pacific Hwy S, Federal Way, WA PROJECT N0 SCAso�S.00 3/64^=l'-o^ CLIENT LCA SHEET N01 SHEET TITLE: RR A3 O 06.27.16 proposed self serve wash prototype 4k city of Federal Way July 28, 2016 9:00 a.m. Pre -application Conference Sign in Sheet COMMUNITY DEVELOPMENT REVIEW COMMITTEE Pro'ect Name: Pink Ele hart Carwash Address: 31458 Pac. Hwy S. File Number: 16-103158-PC City Hall Hylebos Room NAME DEPARTMENT / DIVISION TELEPHONE NUMBER 1 Leila Willoughby -Oakes, Associate Planner Planning/ CD 253-835-2644 Leila.Willoughby_ Oakes ci offederalwa .corn 2. 3. sw S�l'%� co �a�C(nc f CLf 01Ja �Gs�,�l fed 5uv[1 Ga. 4. L �l lYpe/G Zr 0j< 5. `�t'IIZ•S f AA6 Gs&'Ak; Jfllrc. of 7. ►�t v .• - 1'.,t -cx� o ram- 0 /DZV. 5A4r vi cA.g 2513 - S3 S - Z 1- 3 8. oar 'Z s 3 - $ 35 9.�(�, 10. 11. 12. 01 Memorandum aothcoo Architecture Design Planning Retail July 18, 2016 To: City of Federal Way From: Keith L. Smith Subject: File #16-103158-00-PC Pink Elephant Car Wash, 31458 Pacific Highway South, Federal Way (Parcel No. 092104-9129) Project Narrative Project scope involves a remodel of the existing self-service car wash and an expansion of the current drive thru automatic car wash. Self service car wash: Remodeled to new Pink Elephant car wash design prototype. Existing (3) bays will be converted to an autowash with remote pay stations. One bay will be closed for storage and the other bay will be left as a self-service car wash. New signage added to front of building No increase in square footage. New trash enclosure added to the existing location of the trash. Auto Car wash building: Building will be lengthened to accommodate equipment at the East side of the existing building, Approx. 1,140 sf to be added, approximately 42 ft. Existing wait area to be relocated in new expanded area of the car wash A separate pay gate station will be added at the front of the new expanded car wash entry. A new Handi-cap parking stall to be added A new roof to match current Pink Elephant design will be added,,existing brick at facade to remain No changes to curb, sidewalks or existing vacuum station in front of the drive thru car wash. If you have any questions, please feel free to call me at my office at 206.838.5486 or by my cell phone at 206.713.4076. Thank you ■ keith I smith 9/90 1725 westlake avenue north suite 210 seatle, washington 98109 206.838.5485 p 206.464.0700 f 206.713.4076 nn 1 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 5, 2016 TO: E.J. Walsh, Development Services Manager Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility -District Tony Parise, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator Rick Perez, City Traffic Engineer FROM: Leila Willoughby -Oakes, Planner FOR DRC MTG. ON: July 14, 2016 - Internal July 21, 2016, 10:30 AM - with applicant FILE NUMBER(s): 16-103158-00-PC RELATED FILE NOS.: None (development pre -dates incorporation, facade remodel in 1998; additional driveway request 2003) PROJECT NAME: PINK ELEPHANT AUTOMATIC CAR WASH EXPANSION PROJECT ADDRESS: 31458 PACIFIC HWY S (Corner Lot) ZONING DISTRICT: CC-F (City Centre Frame) PROJECT DESCRIPTION: Proposal to remodel existing car wash, add approx. 1140 sf to drive thru, re -roof existing drive thru and remodel the self-service car washing to an automatic car wash. CONSULTANT: SMITH CO LLC KEITH SMITH 1725 WESTLAKE AVE N. Suite # 210 EMAIL: KSMITH@SMITHCO.ORG MATERIALS SUBMITTED: Plan Set Current Assessor Map *Please lien recorded on property in 1997 and Hazardous Substance Certificate in 2006. U3 U RC Q 0 a m ao P P mQ m0, P N i^ w � P r•l = 4 (D p n + G1 � 'y J1 H o O (v R w i O N .0 DCO P h r m 9f'9LT w 1 3 6 O- ZT -T N s .99 fE '3 'NZ 'M N M N p m j 1 a '? 0: x `➢ m �� O a a z ovl � W C7 .. m a I N Sao (V7ri) £6'894 M SE-6T-0 N j r N U ip � -/+ C" fn to % mis 001 IT m d) a mn a81 N al N Oirn 5 ri I95 ZL' 68 y W m N a1 ) ILI i p m a� 'n 0 T (+ r j al o CO n rnH Ln a rj c o to p n In Ln A N N O tn + rr ZT' M 23.76 --^--230619f'9fi Ln lmA8 ? l76O Z i0Z nsox `-- — S ,9VL3TT 'S WH 0I=1 I0"V'C"j'H 70 (o U y60_ZTO_ 9T N - r? 0? las) TO' 99T m 6i N ch m rn I f O ap N I ga �rarn w Lo m N N M N m I m In HI m 3 N I rNN-1 O m T OD r O a� (ril p N o m 0 IS 'AMH 023I0Nfd OIL o ( i T 1011 •213 SMOV N I n 4 -H3A ID)UIO ON :31LON 09 OF'OZT 3 90-ZT-i N -1- -- - -- ------- `--x Fb/F�BF .' uN i0'9ZZ w r �(� �60 9Z00£060Z00Z '! ' 'NZ '03S) 3 TT-80-1 N wc, _-- --__ ---- _�_ _ _ — 82-4-6 ❑.. . vZ-BT-ET Vk i (dS-zi0) 2 VO-iT-iia- In 90EOEZ8068 vl I al gF/£E8E i 1 2001051400�9 6_06;10_!�__ --•I----•-: tsatQ9p�5fi. SV OK 3OZ-90-ON CIO N QQ w "' P a b'S. m c I w Q r19. N rl , QQ w OS P 1 I ° ♦& HEATH & ASSOCIATES, INC Transportation and Ci►+il„ Enizineering RECEIVED EXTREME CLEAN CAR WASH TRIP GENERATION ANALYSIS DE C 2 0 2013 CFTY OF FEDEUL WAY FEDERAL WAY, WA CD I&I — Prepared for: Steve Davis 6124 Panorama Drive NE Tacoma, WA 98422 November 2013 2214 Tacoma Road Puyallup WA 98371 (253) 770 1401 Fax (253) 770 1473 heathtraffic.com EXTREME CLEAN CAR WASH TRIP GENERATION ANALYSIS I. INTRODUCTION The proposed project is an automated car wash with one tunnel and a total building size of approximately 2067 square feet. Vacuum stalls are also provided. The site is on parcel # 2021049087, located at 803 S 348th Street in the City of Federal Way. The site would be subject to a concurrency analysis and transportation impact fees for the City of Federal Way, however there is insufficient published data on trip generation for this type of use. To determine the expected trip generation rates of the proposed project, a trip generation study was performed using 3 sites with similar uses. The goal was to analyze similar types of uses in the Puget Sound area. The 3 chosen sites are described as follows under the Study Sites section. II. STUDY SITES 1. Brown Bear Car Wash, 5950 6th Avenue, Tacoma. This site is located just west of Pearl Street and SR-16. 6th Avenue has a 5-lane cross-section across the site frontage, with a split (inbound/outbound) access to the site, The building area is listed at l�square feet. One wash tunnel is provided, along with vacuum stalls. 2. Brown Bear Car Wash, 814 Auburn Way S, Auburn. This site is located at the intersection with D Street SE, where Auburn Way has 2 lanes per direction plus left turn lanes. The site has access points on D Street SE and Auburn Way, as well as a backdoor access on 8th Street SE. The building area is listed at jj_42 square feet. One wash tunnel is provided, along with vacuum stalls. Brown Bear Car Wash, 22706 Marine View Drive W, Des Moines. This site is located at the intersections with 8th Avenue S as well as with S 227th Street. Marine View Drive (SR-509) has a 3-lane cross-section in the vicinity, with multiple project access points. Project access is also available via 8th Avenue S and S 227th Street. The building area is listed at 15�60 square feet. One wash tunnel is provided, along with vacuum stalls. III. METHODOLOGY The studies were conducted during the PM peak hour between 4 and 6 PM for inbound and outbound project traffic. Counts were taken midweek in November of 2013. The sites are stand alone in that all entrances are for the benefit of the site's traffic only with no commingling with other projects. Car washes are expected to have high variability in trips depending on weather conditions. Self -serve car washes would likely have significantly higher trip volumes during warm weather, while trips to automated car washes such as the proposed Extreme Clean Car Wash are expected to be much more resistant to variations from outdoor temperatures. In either case, somewhat higher trip volumes could be expected on the first day of dry weather after a string of days with wet weather. Rainy days could be expected to have minor volumes. With this in mind, an attempt was made to target peak hour counts on days with a variety of weather conditions. The intent is to provide rate study that represent a fair estimate of peak hour volumes on an average day, without overly stacking the extreme highs and lows possible on good or bad weather days. IV. TRIP GENERATION A. Trip Generation Table 1 gives the calculated inbound and outbound trip generation rates for the PM peak hour. For this land use, the number of automated wash tunnels was chosen as the variable. Since each site has 1 wash tunnel, in effect the average rate per site is the same as the rate per tunnel. Trip count pages are attached at the end of this letter. It should be noted that the Tacoma count was on a Tuesday that gradually turned to wet weather, while the Auburn count was on the subsequent Wednesday with sunny weather. The Des Moines count was also on a day with sunny weather. As they represent volumes during different kinds of weather (1 "bad" day and 2 "good" days), they can be considered representative of a higher than average volume. TABLE 1 PM Peak Hour Trip Generation Rates (Per Tunnel) Location 6th Ave, Tacoma Auburn Way, Auburn Marine View Dr, Des Moines Average V. CONCLUSIONS Inbound Outbound Total 1... �.S�f�0OI 4 6 10 -- ia- 3�� 29 25 54 !S-4 1.154 ; 21 24 45 %A I. [ .-Sfv : 72. �+ 18 18 36 K.,► 6� , L'S �'j 111000 The Extreme Clean Car Wash is expected to have similar trip rates to Brown Bear Car Wash locations in the Puget Sound region. Using a mix of counts in high volume and low volume weather conditions, an average trip rate of 18 inbound, 18 outbound trips may be expected during the PM peak hour. 2021049087 by: Parcel number Search Find Intersection Zoom to + Ad 4"47 Aouff •4 At 4 .S: A m O - O sJD T t. z �z E D A m O O ca _ d z _q G m v � r D � Z I{ 1 0 o hZA D o a m < < O o o co CD !n D v a m m m D n m O D m z a m tiM h m4Z o' n m m C D T m m m n • n in a px�a / d� vR. j ;"jjI s " r C^ KSF a Y ¢p T r r s m o �, ? S o n £P m a ...D r A M D tle g 0 '� 'D rz �° O M. z $ O O DU ao W O j Fc2s z�� Ye a A a D n m pO so'y� 3 rz m 6 -� Amp � u s 9 O D z m40 4,L cn InOC N 2 to f _ rE 0 T en �u J = m Om C T CO rn N r..' m vr� C) w T a _ r m a f!� S m00 > Z C f7 to r 5 cm a 1n Z C) �o rn t`gi, I z _2 o' a m J I rn • 1•i X I Y - r ,yM ■ i Y a a Y rl gYa a �...a A "u t•Y n =Y s � F O ! �a v H ;F m� =' n m SCHWEWL & Assoc A-= ru.c ON) ! Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458b Site Code : 00003458 Start Date : 11 /19/2013 Page No :1 Groups Printed- Unshifted BROWN BEAR 6TH AVE IN BROWN BEAR 6TI-I AVE OUT Southbound Northbound Start Time Right Th€u Left Right Thru Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 0 3 0 0 1 0 4 04:15 PM 0 1 0 0 2 0 3 04:30 PM 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 1 0 1 Total 0 4 0 0 4 0 8 05:00 PM 0 3 0 0 1 0 4 05:15PM 0 1 0 0 4 0 5 05:30 PM 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 Total 0 4 0 0 5 0 9 Grand Total 0 8 0 0 9 0 17 Apprch % 0.0 100.0 0.0 0.0 100.0 0.0 Total % 0.0 47.1 0.0 0.0 52.9 0.0 I AVEIN ?' in Total 9 B 8 Thru North 11 A 9/2013 4:00:00 PM 11 M 9/2013 5:45:00 PM I Unshified Thru 9 9 In Totz' 6 Heath & Associates, Inc. 2214 Tacoma Road Puyallup BROWN BEAR 6TH AVE IN Southbound Start Time Right Thru Left Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:30 PM Volume 0 4 0 Percent 0.0 100.0 0.0 05:15 Volume 0 1 0 Peak Factor High Int. 05:00 PM Volume 0 3 0 Peak Factor WA 98371 File Name : 3458b Site Code : 00003458 Start Date : 11/19/2013 Page No : 2 BROWN BEAR 6TH AVE OUT Northbound Right Thru Left App. Total Int. "rotas ` 4 0 6 0 6 10 0.0 100.0 0.0 0 4 0 4 5 0.500 05:15 PM 3 0 4 0 4. 0.333 0.375 TO-YVRTFEUF6iri AVEIN 011i hi TnSai 4 10 4 t11fS1 i rau:th ;91:19/2013 4:30.00 PEA `11?1912013 5:15:00 PM Unshiftod 6 4 6 io iil�I In Teiel 'ZI SFAR ETH AVE OiJ 7 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458c Gaoups Printed- Unshifted BROWN BEAR AUBURN Souhbound Start Time Right Thru Left Factor 1.0 1.0 lb 04:00 PM 0 9 0 04:15 PM 0 8 0 04:30 PM 0 6 0 04:45 PM 0 6 0 Total 0 29 0 05:00 PM 0 2 0 05:15 PM 0 3 0 05:30 PM 0 4 0 05:45 PM 0 2 0 Total 0 11 0 Grand Total 0 40 0 Apprch % 0.0 100.0 0.0 Total % 0,0 54.1 0.0 LIMAYN BEAR ALI JURN Out in ""tef 40 74 Thru1 1/20/2313 4:00:00 pPd 1:20/2013 5:45:00 I'M Unshifted 40 74 {kit Teti ifiOWN BLAA At USURN 8 Site Code : 00003458 Start Date : 11 /20/2013 Page No : 1 BROWN BEAR AUBURN Northbound Right Thru Left Int. 1.0 1.0 1.0 — 0 10 0 19 0 6 0 14 0 4 0 10 0 5_ 0 11 0 25 0 54 0 2 0 4 0 0 0 3 0 4 0 8 0 3 0 5 0 9 0 20 0 34 0 74 0.0 100.0 0.0 0.0 45.9 0,0 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 BROWN BEAR AUBURN I Southbound SlartTfine Right Thru Left App. Total Right Peak Hour From 04:00 PM to MA PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 29 0 29 0 Percent 0.0 100.0 0.0 0.0 04:00 Volume 0 9 0 9 0 Peak Factor High Int. 04:00 PM 04:00 PM Volume 0 9 0 9 0 Peak Factor 0.806 9 File Name : 3458c Site Code : 00003458 Start Date : 11 /20/2013 Page No : 2 BROWN BEAR AUBURN Northbound Thru App. Total Int. Total ' 25 0 25 54 100.0 0.0 10 0 10 19 0.711 10 0 10 0.625 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 Groups Printed- Unshifted BROWN BEAR DM Southbound Start time! Right a Left _ Factor' _ 1.0 C 04:00 PM 0 7 0 04:15PM 0 4 0 04:30 PM 0 8 0 04:45 PM 0 2 0 Total 0 21 0 05:00 PM 0 4 0 05:15 PM 0 3 0 05:30 PM 0 6 0 05:45 PM 0 2 0 Total 0 15 0 Grand Total 0 36 0 Apprch % 0.0 100.0 0.0 Total % 0.0 48.0 0.0 7 Not) 11111 /2013 4:00:00 PM 111111120, 3 5:45:00 PM Unshiitsd Thru 36� 72: Cl t n "CpW 8RGV,-N BFAn Ohl 10 File Name : 3458a Site Code : 00003458 Start Date : 11 /11 /2013 Page No : 1 BROWN BEAR DM Northbound Right Thru Left Int. Total 110 LO 1.0 0 6 0 13 0 5 0 9 0 8 0 16 0 5 0 7 0 24 0 45 0 4 0 8 3 2 0 8 0 3 0 9 0 3 0 5 3 12 0 30 3 36 0 75 7.7 92.3 0.0 4.0 48.0 0.0 Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 BROWN BEAR DM Southbound Start Time, __ Right _ _ T'IL.. Left App, Total , Right Peak Hovr From 04:00 PM to 05:45 PM - Peak 1 0 Intersection 04:00 PM Volume 0 21 0 21 0 Percent 0.0 100.0 0.0 0.0 04:30 Volume 0 8 0 8 0 Peak Factor High Int. 04:30 PM 04:30 PM Volume 0 8 0 8 0 Peak Factor 0.656 Out In Tom as� TtYU N.dh 11 r11l2013 4:00:00 PM 11711/2013 4.45:00 PM t3rlstlitted Ttuu i 21i i. _g; r mC Chit In Tc4N 9r�r338tN BFAR QM 11 File Name : 3458a Site Code : 00003458 Start Date : 11 /11 /2013 Page No : 2 BROWN BEAR DM Northbound Thru LeftI App. Total Int. Total 24 0 24 45 100.0 0.0 8 0 8 16 0.703 8 0 8. 0.750 1) TA .11:7 I fl; trrm Building Characteristics for 0220026001 Property Details Parcel Number: 0220026001 Site Address: 5950 6TH AV Account Type; Real Property Category: Land and Improvements Use Code: 6412-CAR WASH Building ID: 2 General Characteristics Property Type: Commercial Condition: Average Quality: Average Neighborhood: 403 / 730 Occupancy: Auto Related Built -As 11/20/2013 10:29 AM Taxpayer Details Taxpayer Name; CAR WASH ENTERPRISES INC Mailing Address; CAR WASH ENTERPRISES INC PO BOX 70527 SEATTLE WA 98127-0527 1 building(s) on this parcel SF: 1,334 Fin. Attic SF: 0 Net SF: 1,334 Total Bsmnt. SF: Il Atch. Garage SF: 0 Fin. Bsmnt. SF: u Det. Garage SF: 0 Bsmnt. Gar. Door: 0 Carport SF; 0 Fireplaces: 0 Bed- Bath- Sprinkler Description Year Built Adj. Year Built SF Stories rooms rooms Exterior Class Roof HVAC Units SF Car Wash - Self Service 1971 1990 1,334 1 n/a n/a n/a Masonry n/a None 1 0 Improvement Details Detail Type Detail Description Units Add On Asphalt (AV) 20,700 Add On Bulkhead 730 Waroinq,. Appraisal data provided is for informational purposes only and is incomplete for determination of value. I acknowledgib and agree to the prohib trio ns listed In RCW 42.56-070(9)agninst releasing and/or mIng Rsta of Indiv Id uals forcornmercuI purposes. Mether Pleme County nor the Assessor -Treasurer vArrants the accuracy, reliability or timellness of any information In this system, and shall not be held liaole for losses caused by using th•s Information. Ppr-ions of this loform etlon may not" current or accurate- Any person or entity Kilo relies ❑R any information obtained from this system does se otthe Irov risk. All crlticaIInfornmt'fwrShould belndCPwd4wflyverilied. Pierce County Assessor -Treasurer Mike Lonergan 2401 South 35th St Room 142 Tacoma, Washington 98409 (253)798-6111 or Fax (253)798-3142 :any. ni e-c_n amy sva- orr,J' Copyright© 2013 Pierce County Washington. All rights reserved. 13 c Fi�St SE rr9 d1E t��7 t•il i i ram• �� �', _, I -!. k a: 'mac?' � i 7.l.,�.�., �� r;�,! `••x[' '�f y. h. 4.r y •!�4ti a. � Y �' � _.may : ��.� •' i � Ir ��'��•..!_ is •T Y1 '' f?f � � Si S • �,ii . i.A:N ,•�• [v..Fgvuii�•'1�QwRRL�' .•••�����.y����5'�w#r 11 Lit mism As Amu 716Ih' ldc' Ik 35 r�Sje ' Reference Links: PARCEL Parcel Number 915010-0010 Name CAR WASH ENTERPRISES INC Site Address 814 AUBURN WAY S 98002 Legal WALNUT LAWN ADD TO AUBURN LOTS 1-2-3 & 23-24 LESS ST HWY BUILDING 1 Year Built 1971 Building Net Square Footage 1540 Construction Class PREFAB STEEL Building Oualily GOOD Lot SLe 18700 Present Use CarWash Views N Waledronl TOTAL LEVY RATE DISTRIBUTION (EsA4rrle a (Exlemal fink) Tax Year: 2013 Levy Code: 0120 Total Levy Rate: $15 27095 Total Senior Rate: $B 30911 Notice mailing date: 0011312013 45,59% Voler Approved faliG.G!larr, to seQ reap 0!11r1U�i,(tyrl G,21?tY Yr3cR�', A,Y,.Y04d_ TAX ROLL HISTORY Valued Tax Appraised Lend Appraised Imps Appraised " Taxable Land Taxable Imps Taxable Year Year Value ($) Value is) Total (S) Value i5) Value ($) Total (S) 2013 2014 130.900 76.900 207,800 130,9(10 76,900 207,600 2012 2013 130,900 76,600 209.500 130.900 78,600 209,500 2011 2012 130.900 82,000 212.900 130,90D 82.000 .212,900 2010 2011 130,900 542,000 672,900 130.900 542,ODO 672,900 2009 2010 130,900 491.600 622.500 130,900 491,600 622,500 2008 2009 130,900 334.300 465,200 130,900 334.300 465,200 2007 2008 130.900 334.900 465.800 130.900 334,9D0 465.800 2006 2007 130,900 331,100 462,D00 130,900 331,100 462,000 2005 2006 130,900 230,300 361,200 130,900 230,300 361,200 2004 2005 120,900 226,000 358,9.00 130,900 228.000 358.900 2003 2004 130,900 220,6'CS7 359,500 130,900 228,600 359,500 2002 2M 121,590 228,000 349.500 121.500 226,000 349.500 2031 2002 140,200 7'-,5,40D 295.600 140,200 155.400 295.600 2000 20D1 140.200 154,700 294.900 140,200 154.700 294,900 1990 2000 t21,SM 1541100 275,700 121,600 154.100 275,700 1998 1999 121,600 106.6N) 230.200 121,600 108,600 230,200 1997 1998 0 0 0 121.600 108.600 230,200 1995 1997 0 0 0 121,600 108.600 230.200 1994 1995 0 0 0 121.600 112,400 234.000 1992 1993 0 0 0 102,800 142.900 245.700 1990 1991 0 0 0 93,500 64,500 158,000 1989 1990 0 0 0 98,000 67,100 165,100 15 I 18 �4n %.rrn r..rRA I4. h:u 't>^'IL t. r,.a.r•• rl.,, r,y.j Tr.m '.tirrr }IMrL , irVlllrQ,RK�l PARCEL Paroel 200660-1200 Number Name CAR WASH ENTERPRISES INC Site 22706 MARINE VIEW DR S 98198 Address Legal CITY OF DES MOINES LOTS 1 THRU 5 BLK 71; TGW PORTION GOVT LOT 2 IN NW OTR STR 17- 22-04 DAF: BEGIN AT INTERSECTION OF N LINE GOVT LOT 2 WITH W LINE BTH AVE S TH WEST ALONG SAID N LINE TO E MARGIN S KENT-DES MOINES RD TH SELY ALONG SAID E MARGIN TO W LINE BTH AVE S TH NLY ALONG SAID E MARGIN TO POB EXC PORTION THEREOF CONVEYED TO CITY OF DES N1OINES BY DEED UNDER RECORDING NO 9301261791 BUILDING 1 Year Bu4I 1974 Build-np Nol Sn w., Fowage 1560 Cormbµcjmn Clac 1y4:S0NRY e"'N"t%Q mr GOOD tiot Sur 20189 Pfeslml Usb Car Wash V,dm N lV,oO0aa1 TOTAL LEVY RATE DISTRIBUTION Tax Year: 2013 Levy Code; 1105 Total Levy Rate: $14 91623 Total Senior Rate: $8 55081 r 42.67% Voter Approved ... •, -. � d:1r •bi•Illl !ill"?i1f)S?n 1,'. y5ar, TAX ROLLHISTORY _ Valued Tax Appraised Land Appraised Imps Appraised Taxable Land Taxable Imps Taxable Yoar Year Value ($) Value (S) Total (S) Value ($) V41u0 ($) Total ($) 2013 2014 464.300 60.400 532,700 464,300 "'400 532,700 2012 2013 444,100 107,900 552,000 444.100 107:)00 5.52,000 2011 2012 444,100 111,6D0 555.700 444,100 111,600 555,700 2010 2011 144,100 404,800 648,900 444.100 400% 848,900 2309 2010 444.100 412,2D0 656,300 444,100 =1,2.200 856,300 2008 2009 444,100 •409.100 653,200 444,100 409AM 853,200 2007 2008 423.900 408,900 830,800 423.900 406,900 830,800 2006 2007 302,600 390 60C 701.400 302,800 3-8 014 701,400 2005 2006 302.600 397,300 70D,100 302,800 :i97,3to 700,100 2004 2005 242,200 394,3010 .636,500 242,200 394,300 636,500 2003 2004 242.200 393.900 636.100 242,200 39 .900 636.1130 2002 20133 242.200 405,3C.9 647,500 242,200 495,300 647,500 2001 2002 242.200 407,20-0 649,400 242.200 407.200 649,400 2000 2001 242.200 405,600 •647.800 242,200 10-`,6C{1 647.800 1999 2000 201,900 ' 394,000 595,900 201,900 39.1 000 595.900 1996 1999 201,900 403,500 605,400 201.900 403. 5*i0 606,400 1997 1998 0 0 0 201,900 40,60 605,400 17 :•• {Fxkfnal lirrk) (Exlnm�l Illary Notice mailing date: 06120/2013 CITY OF ., Estimate of Development Traffic Impact Fees 2016 Federal Way Scroll down and complete the steps outlined below: Please fill in the required information in the yellow highlighted boxes. STEP #'I: General Information Enter the following information Project Name Pink Elephant Car Wash File Number 16-103158-PC Street Address City, State Zip Federal Way, WA Parcel Number (s) Traffic Impact Fee Estimated By SL Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet. STEP #2: Land Use Type Select the proposed Land Use Type(s) from the drop down memu below. Enter the proposed number of units for the Project Proposed Land Use Type (s) ,utomatic Car Wash** 'NONE** 'NONE** 'NONE** Unit of Measure Number of Impact Fee Rate per Preliminary Impact Unit(s) Unit of Measure Fee Amount sf/GFA 1500 $ N/A E� $ N/A $ N/A $ 42.56 $ 63,838.44 $ 63,838.44 STEP #3 - CreditlChange in Use (If Applicable) This step applies to development proposal to change existing building or dwelling use. Provide any impact fee previouly paid for the land use category of the prior use IMPACT FEE AMOUNT PAID FOR (Do not include administration fees). PRIOR USE For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the prior use. If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the current impact fee rate in affect for the prior use. Fill out the lines below of the prior use. Proposed Land Use Type (s) Unit of Number of Measure Unit(s) Impact Fee Rate per Preliminary Impact Unit of Measure Fee Amount 1) Self -Service Car Wash** stall 3 $ 9,906.13 $ 29,718.39 2) ,•NONE'" N/A $ - $ _ 3) -NONE** N/ $ - $ - $ 29,718.39 STEP #4: Total Impact Fee GrQvJ 3 �►�- %. 3 K c-, Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. (8036) - Traffic Impact Fee (Before adjustment) $ 63,838.44 Credit/Adjustment including Change of Use $ 29,718.39 (8036-1) Administrative Fee (3%) $ 1,023.60 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 35,143.65 Timing of Traffic Impact Fee (TIF) Payment For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single- family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred, but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions and prior to building permit issuance for un-platted single-family residential lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact fee. CITY OF Federal Way APPLICATION NO(S) RECEYVEDMASTER LAND USE APPLICATION J U N ©2016 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 CDS www.cityoffederaiwgy.com I (�Is8-wP Project Name PINK ELEPHANT CAR WASH REMODEL Property Address/Location 31458 PACIFIC HWY S 98003, FEDERAL WAY, WA Parcel Number(s) 092104-9129 Date 06.29.16 Project Description REMODEL OF AN EXISTING CAR WASH, ADDING APPROX 1,140 SF TO DRIVE THRU, RE -ROOFING EXISTING DRIVE THRU AND REMODELLING THE SELF SERVICE CAR WASH TO AN AUTOMATIC GAR WASH PLEASE PRI NT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process H (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 L, C 1— zoning Designation }`] f'0- F�4uc_ Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): `, Occupancy Type Y o Construction Type Applicant Name: KEITH SMITH Address: 1725 WESTLAKE AVE. N., SUITE 210 City/State: SEATTLE, WA Zip: 98109 Phone:206-713-4076 Fax: 206-464-0700 Email: KS4;ml Qa SMITH ORG Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: PINK ELEPHANT CAR WASH Address: 31458 PACIFIC HWY S City/State: FEDERAL WAY, WA zip: 98003 Phone: Fax: Email: Si;riaturC5�—� Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Iandouts\Master Land Use Application