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15-102431July 15 , 2015 Mark Baker Dutch Bros Coffee PO Box 1929 Grants Pass, OR 97528 Jim Ferrell, Mayor FILE Emailed: mark.baLker@dutclibros.com Re: File #15-102431-00-PC, PREAPPLICATION CONFERENCE SUMMARY Dutch Bros Coffee, 34100 Pacific Hwy, Federal Way (Parcel #202104 9041) Dear Mr. Baker: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held June 11, 2015. 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 preliminary project proposal and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Leila Willoughby -Oakes, 253-835-2644, leila.willoughby- oakes�7a cit offederalwa .com. 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 The applicant proposes to construct a new 480 sq. ft. espresso stand on a vacant 0.31-acre site with a drive -through; paved parking area containing seven (7) parking spaces and one (1) ADA space; and associated site improvements. Proposed access points originate from both Pacific Highway South and 16th Avenue South. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the preliminary plans, proposal and information submitted for preapplication review. These issues and requirements may change due to conceptual design than g by the applicant. This letter is a general overview of the regulations and studies needed for a complete land use or land division application. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments. provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. 33325 8th Avenue South, Federal Way, WA 98003-6325 - (253) 835-7000 - www.cityoffederalway.com Mr: Baker Page 2 July 15, 2015 Planning Division 1. This segment of Pacific Highway South is subject to a phased public construction project Phase V (proposal enclosed). Required site improvements (landscaping, pedestrian facilities, and sidewalk installation) along the western property line are adjacent to this project. 2. Contact the Federal Way Police Department regarding opening day traffic. 3. The formal application must specify the amount of outdoor use and activity area proposed. Outdoor use and activity areas are included in the gross floor area calculation. 4. Parking may be reduced by providing a parking study as a shared parking agreement, or use of compact stalls. • Public Works Traffic Division 1. A Transportation Concurrency permit is required per FWRC Chapter 19.90. 2. Traffic Impact Fee (TIF) payment per FWRC 19.91. 3. Construct street frontage improvements (or pay a pro-rata share) and dedicate right-of-way (ROW) along the property frontage on SR-99 and 16"' Avenue S (FWRC 19.135.040). 4. Revise current proposal to meet access management standards (FWRC 19.135.280). 5. Submit a Drive -Through Queueing study to demonstrate proper queue storage within the proposed development. 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 department representative listed for that section. PLANNING DIVISION (Leila W-Oakes, 253-835-2644, Leila.Wi1loughby-0akes(&cifygffederalway.com1 I . Land Use Designation — The subject property is within the Commercial Enterprise (CE) zone. Fast food restaurants within the Entertainment category are permitted in the CE zone subject to regulations set forth in FWRC 19.240.110. The following information is based on the materials submitted for the preapplication meeting. 2. Adjacent Land Uses — The site adjoins a commercial automotive service building to the north and a surface parking lot and building for a roller skating facility to the south. The property abuts two public rights -of way along the east and west property lines (Pacific Highway and 16"' Avenue South). 3 Land Use Application — The proposed improvements will require a Process II Master Land Use application. Process I1 is an administrative site plan review conducted by city staff with a final tCil� decision issued by the Director of Community Development. Process II reviews are exempt from public noticing. Upon Use Process II (Site Plan Review) submission or thereafter the applicant may l apply for a commercial building permit and construction (engineering) applications. If an applicant chooses to submit land use reviews and building permits concurrently they do so at their own discretion. 4. Environmental Review — The application is categorically exempt from the State Environmental Policy Act per Washington Administrative Code (WAC) 197-11-800 and does not exceed the flexible thresholds under FWRC 19.14.15.030 (buildings larger than 12,000 square feet, parking for 40 or more vehicles, and excavations up to 500 cubic yards). 15-102431 Doc I.D. 69473 Mr. Baker Page 3 July 15, 2015 5. Environmentally Sensitive Areas — The project site is located within a designated ten-year Wellhead Protection Zone. A Hazardous Materials Checklist (enclosed) is required along with the land use application. Critical area site conditions will be verified during the formal review process. Key Development Regulations — Under the General Entertainment use category, FWRC 19.240.110 provides specific design and use requirements for the proposed fast food restaurant buildings. The formal site plan must include the following: a. Required Setback and Lot Coverage — Minimum front yard (Pacific Highway South or 16"' Avenue South) and rear/side yard setback requirements are 5 feet for fast food. The applicant must designate on the site plan which of the adjacent property lines is the front property line as two primary vehicular accesses are proposed. No maximum lot coverage applies. Instead, the buildable area will be determined by other site development regulations, i.e., required yards, landscaping, surface water facilities, etc. b. Height— 40 ft. above average building elevation (AABE). c. Parking — Requirements in the CE zone are 1 stall/80 square feet of gross floor area (GFA). Per FWRC 19.125.170 outdoor uses, activities or storage area are used to calculate GFA. y sq. la par ing s a s- rou fi d. A dressing Parking — i. Shared Parking —Provisions regulating shared facilities I bui�w I1+�' optional and regulated under FWRC 19.130.110-120(1) ig,/.�16�D t� I . Compact Stalls — Per FWRC 19.130.176 the applicant m��-•`.r�.r designate up to 25 percent of the number of parking spaces for compact cars. in. Modifications — Per FWRC 19.130.070 the Director of Community Development may require, grant, or deny requests for off-street parking modifications based on the review criteria of FWRC 19.130.080. For example, the applicant may decrease the required number of parking spaces by providing a parking study in accordance with FWRC 19.130.080(2). Meeting Follow-up — Insufficient parking is provided, please show the parking calculation on the site plan data table for building and outdoor use gross floor area. The formal land use application must specify how the minimum parking requirements for the new use meet the minimum parking standards of the FWRC. e. Special District Notes i. 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, and must meet the guidelines established in Chapter 19.115 FWRC. Doc I.D. 69473 15-102431 Mr. Baker Page 4 July 15, 2015 ii. Fast food restaurants must provide one outdoor waste receptacle for every eight parking stalls. iii. For regulations pertaining to outdoor use, activity, and storage, refer to FWRC 19.125.170. 7. Clearing and Grading (Plan) — The applicant shall obtain clearing and grading plan approval as a component of a Process II approval. Please consult FWRC 19.120.040(1) for items that are required to be included on the plan. Any needed rockeries or retaining walls shall be limited to six feet in height as measured from the finished grade at the base of the wall to the top of the wall, with a minimum three-foot landscaped setback at the base of each rockery or retaining wall. Rockeries and retaining walls visible from a public right-of-way or adjacent property shall be composed of rock, brick or other textured patterned wall styles, complementing the primary building. Please see Kevin Petersen's comments for further details on grading and drainage requirements. 8. Landscaping — The Process II application must include a preliminary landscape plan prepared by a licensed landscape architect in accordance with the landscape requirements contained in FWRC Chapter 19.125 "Outdoors, Yards, and Landscaping. " Landscaping may be incorporated, as long as the plan contains a licensed landscape architect stamp, into the clearing and grading drawings per FWRC 19.120.040(1) and above. Following are key landscape requirements for the project. a. Perimeter Landscape Buffers — FWRC 19.125.060(9), Commercial Enterprise, CE, requires a minimum of Type III landscaping five feet in width along the perimeter of parking areas abutting public rights -of -way. FWRC 19.125.070(5) requires parking areas to be screened with either a three -foot -tall berm installed within the perimeter landscaping buffer, or alternatively, add substantial shrub planting or coniferous trees to the Type III perimeter landscaping or architectural features. This is required adjacent to the parking area on the eastern property line along 16"' Avenue South. b. Type III landscaping five feet in width is also required along all perimeter lot lines and access easements. i) Type III landscaping — a mixture of evergreen and deciduous trees and large shrubs a minimum of 24 inches in height at the time of planting, and groundcover; spaced appropriately to provide a visual buffer creating a partial visual separation. c. Interior Parking Lot Landscaping — Pursuant to FWRC 19.125.070, commercial developments with up to 49 parking stalls shall provide 20 square feet of interior parking lot landscaping per parking stall. The submitted landscape plan must provide calculations to demonstrate how this requirement is met for parking stalls proposed to serve the new coffee shop/stand. The square footage of interior lot landscaping must be listed on the landscape plan, and the interior landscape areas used for this calculation must be identified on the plan. Parking lot landscaping: 20 square feet x 17 required stalls = 340 square feet. Address these requirements and depict drought resistant trees, shrubs, and non -living or living groundcover (woodchips) on the landscape plan. Xeriscape techniques are highly encouraged. 15-102431 Doc. I. D. 69473 Mr. Baker Page 5 July 15, 2015 d. Drought Resistant and Native Planting/Trees — Per FWRC 19.125.040 (4) native and drought -tolerant plants are required. With the exception of lawn areas, at least 25 percent of new landscaping materials shall consist of drought tolerant species, and the City encourages the use of native Pacific Northwest materials for all projects and in order to reduce irrigation requirements, design principles using xeriscape techniques are highly encouraged. Per FWRC 19.125.040 (15) species that are not drought tolerant should be grouped together and have irrigation systems. 9. Garbage/Recycling — 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 Rob Van Orsow, Public Works comments. 10. Tree and Vegetation Retention and Replacement — The site plan provided does not show a tree retention and/or replacement plan as required by FWRC 19.120.040(2). The tree retention standards require each development to maintain a minimum tree unit density. The minimum tree density in the CE zones is 20 tree units per acre. The subject property's density would be 6.14 tree units (20 tree units x 0.31 acres-- 6..14). The tree/vegetation retention plan must clearly show where the 6 tree units are to be located, and the native tree species used. Identify the number, species and size of replacement plantings. Table 19.120.130-1 — Minimum Tree Density Requirements for Vacant or Redeveloping Sites Land Use Designation Required Tree Unit Density' Z Commercial Enterprise 20 tree units/acre Per FWRC 19.120.049, the tree/vegetation plan shall be incorporated into the clearing and grading drawings. The plan must be prepared by a certified arborist or certified landscape architect. FWRC 19.120.040(2)(a)-(e) outlines required information on the plan. 11. Community Design Guidelines —Projects subject to Process II review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines." A written narrative submitted with the formal Process II application must identify how the proposal complies with the applicable design guidelines, as outlined and discussed below. a. Building Facade Moduladon and Screening Options -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 I.D. 69473 15-102431 Mr. Baker Page 6 July 15, 2015 Principle 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. At least 40 percent of any ground level principal fagade located along a right-of-way must contain transparent glass. Landscaping shall be used to define and highlight building entrances, plazas, window planters, etc. Landscaping should not block views to the building or across the site. 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 fagade treatments that are less pedestrian -oriented than in subsection (3)(c)(i), such as a combination of structural modulation, architectural articulation, and foundation landscaping. Pedestrian Areas — Per FWRC 19.115.090 (2) and 19.115.050(1), pedestrian areas and amenities should be incorporated in the overall site design. Pedestrian areas include but are not limited to, outdoor plazas, courtyards, and seating areas. Pedestrian amenities include, but are not limited to, outdoor benches, tables and other furniture, and landscaping; located to take advantage of surrounding features such as building entrances, open spaces, significant landscaping, unique topography or architecture, and solar exposure. c. The following provisions apply to a Drive -through — i. 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. ii. The stacking lane shall be physically separated from the parking lot, sidewalk, and pedestrian areas by Type III landscaping and/or architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. iii. Drive -through speakers shall not be audible off site. iv. A bypass/escape lane is recommended for all drive -through facilities. v. See FWRC 19.115.090(4) for supplemental guidelines. d. Pedestrian Connections —FWRC 19.115.090(3)(d). Pedestrian pathways shall be provided from rights -of -way, bus stops, parking areas, and any pedestrian plazas and public space to primary building entrances. Pedestrian pathways shall be clearly delineated by separate paved routes using a variation in color and texture, shall be integrated with landscape plan, and shall be protected from abutting parking and vehicular circulation areas within landscaping. Bus stop locations are located at: • S 344th and 16'' Ave S. 0 341" Place and Pacific Hwy. ■ S 344th and Pacific Hwy. 15-1024 31 Doc, I.D. 69473 Mr. Baker Page 7 July 15, 2015 e. Bicycle Racks —Per FWRC 19.115.050(4)(d), commercial development should provide bicycle racks. Please show racks or proposed cycling facilities on the site plan. Bicycle racks alternatives are accepted by the division. 12. Crime Prevention through Environmental Design (OPTED) — FWRC 19.115.010(2) CPTED requires minimum standards for design review to reduce the rate of crime associated with persons and property, thus providing for the highest standards of public safety. CPTED principles are: 1) natural surveillance; 2) access control; and 3) ownership. The CPTED checklist (enclosed) must be completed and submitted with the formal application. CPTED principles should be incorporated into the project as applicable, including lighting. 13. Pacific Highway South Phase V Improvements — Please contact Erik Preston in the Public Works Traffic Division for further information. Contact the city to discuss and coordinate the installation of the required site improvements (landscaping, pedestrian amenities, etc.) with the public street improvements. Under Phase V, a retaining wall is proposed adjacent to the southwest corner of the subject property to address the proposed grade changes from the public right-of-way to the subject properties. If the applicant wishes to address the abrupt grade change for a gradual approach or increased site access from sidewalks, onsite grading would need to occur. Meeting Follow-up: Phase V improvements on Pacific Highway South are forthcoming. Please coordinate with Erik Preston and the Planning Division on approvals and construction timing. Also contact Erik for access alignments across 161h Ave S./rights-of-way and driveway spacing requirements. Surface materials: The applicant shall surface the parking areas, driveways and other vehicular circulation areas with material comparable or superior to the surface material of the right-of-way. Meeting Follow-ub: The proposed number and location of access points do not comply with the FWRC. A shared access agreement with adjacent property owners shall be pursued. Per FWRC 19.125.040(27) and 19.130.240(4), shared parking facilities or those serving two adjacent uses may locate anywhere within the required yard between those two uses and perimeter landscaping shall not be required along interior lot lines within a development where parking is being shared. 14. Opening Day — Contact the City of Federal Way Police Department at 253-835-6700 or Lieutenant Kurt Schwan at 253 -83 5-6875, Kurt.Schwan citvoffederalwa .corn to discuss the event and create a traffic plan. As discussed in the DRC meeting, Dutch Brothers offers a free coffee at the grand opening celebration. 15. Application Fees — The formal application must be prepared in accordance with the City's Development Requirements checklist (enclosed). Please contact a Development Specialist for the current application fees for Use Process II, construction, and building permit fees at 253-835-2607 or permit.center(@.cibLoffederalwgy.com. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater Doc. I. D. 69473 IS-102431 Mr. Baker Page 8 July 15, 2015 1. Surface water runoff control and water quality treatment will be required per the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1"= 100', five-foot contour planimetric maps that may be used for basin analysis. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility to meet this performance criteria. The project also lies within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 3. In addition to the Enhanced Basic Water Quality criteria, the site is also subject to Special Requirement 45: Oil Control, of the 2009 KCSWDM. Our initial review suggests that the project will exceed the 100 Average Daily Trips (ADT) per 1,000 square feet of gross building area. Therefore, additional oil controls will be required. 4. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. Right -of -Way Improvements See the Traffic Division comments from Erik Preston, Senior Traffic Engineer, for traffic related items. 2. Based on 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 MAI appraisal for the subject property, or King County Assessor's records may be used. 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. 3. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must have clear title prior to recording. Building Permit Issues 1. 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 $824.50 for the first 12 hours of review, and $68.50 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 Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. I5-102431 Doc 1 D. 69473 Mr. Baker Page 9 July 15, 2015 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. 6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. All final approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. Site plans shall be drawn at a scale of 1"= 20', or larger. Architectural scales are not permitted on engineering plans. 7. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 2009 KCSWDM, must be shown on the engineering plans. 8. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Erik Preston, PE, 253-835-2744, erik.Prestonp..cityoffederalway.com] Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for 480 square feet of drive -through coffee stand, the Institute of Transportation Engineers (ITE) Trip Generation - 8t" Edition, land use code 938 (Coffee/Donut Shop with Drive -Through Window and No Indoor Seating) and a pass -by rate of 50%, the proposed project is estimated to generate approximately 18 new weekday PM peak hour trips. Alternatively, the applicant may submit a site specific trip generation study for the proposed development. 2. A concurrency permit is required for this development project. The PW Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. 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). 15-102431 Doc I.D. 69473 Mr. Baker Page 10 July 15, 2015 The estimated fee for the concurrency permit application is $1.584.50 (11 - 50 Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for 480 square feet of drive -through coffee stand, the estimated traffic impact fee is $13,056.94. 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. Street Frontage Improvements (FWRC 19.135) 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 Public Works Development Services Division will evaluate the submitted appraisal data to determine if the project actually meets the City's 25 percent threshold for requiring street frontage improvements. 2. The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map I1I-6 of the FWCP and Capital Improvement Program (CIP) shown as Table III-19 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: SR-99 is a Principal Arterial planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, six-foot planter strips with street trees, 8-foot sidewalks, and street lights in a 124-foot right-of-way (ROW). Assuming a symmetrical cross section, 13-foot ROW dedication and half street improvements are required as measured from the street centerline. However, since the required improvement is part of a larger TIP project scheduled for construction, the public works director will require the applicant to fulfill this obligation by paying to the city the pro-rata share of the costs of the required improvements calculated on a per -front -foot basis. Based on $1,403 per linear foot cost estimate (one side only), the total pro -rats share is $136,086 (97' street frontage on SR 99 X $1,403 per -front - foot). In lieu of using the City's per -front -foot basis, the applicant may submit the actual engineering costs estimated for the frontage improvements to the Public Works Department. The applicant may request credit to be applied toward the impact fee for the payment of this pro-rata share payment and assessed value of the ROW dedicated, if applicable. ■ 16"' Avenue S is a Principal Arterial planned as a Type "B" street, consisting of a 64-foot street with curb and gutter, 8-foot sidewalk, and 6-foot planter strip with street trees and streetlights in a 98-foot right-of-way (ROW). Assuming a symmetrical cross section, City staff has estimated that 3-foot ROW dedication and half -street improvements are required as measured from the street centerline OR far side edge of travel way. 15-102431 Doc 1 D. 69473 Mr. Baker Page 11 July 15, 2015 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 a right-of-way modification request is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $105.50. Access Management (FWRC 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.290 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. Please show all neighboring driveways within 250 feet of the proposed driveway(s) on SR 99. 3. WAC 468-52-040 limits access on state highways to access spacing of 250 feet with only one access per parcel. SR-99 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). The current driveway location on Pacific Highway S does not meet this spacing requirement and should be revised. 4. Per FWRC 19.135.280, there may be only one driveway for each 330 feet of lot frontage. This property does not have the 660 feet minimum street frontage to allow a second access. Additionally, driveway must be located no closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. The city may further limit or prohibit access to or from driveway onto arterial streets as deemed appropriate for safety. 5. 16"' Avenue S is Access Class "2", which permits full access as close as 330 feet to any other street intersection or driveway, whether on or off the subject property. Right -in, right -out access may be located no closer than 150 feet from any street intersection or to any other driveway. The current proposal does not meet access management standards and should be revised. 6. The proposed driveway locations on Pacific Highway S and 16" Ave S do not meet the spacing requirements set forth in FWRC 19.135 nor can they be met at any location on the subject property. For this reason City staff requires the applicant to pursue shared access with the adjacent property owner to the south and close the existing driveways. 7. If the applicant provides supporting documentation that shared access is not possible, then limited access will be allowed to SR-99 and a revised driveway location on 161h Ave S may be determined through a modification request. Please note that these modification requests have a nominal review fee of $105.50. Design Criteria (FWRC 18.55) 1. The proposed driveway width cannot be detennined from the submitted drawings. Two-lane, two- way driveways shall be a minimum of 30 feet wide. 2. A queuing analysis of the drive -through lane is required to demonstrate that sufficient on -site queue storage is available for the 85'h percentile queue length without blocking driveways or otherwise hindering ingress/egress and site circulation. A minimum of 2 site studies is preferred with similar surrounding populations and adjacent traffic volumes tb the subject site. Doc I D. 69473 15-102431 Mr. Baker Page 12 July 15, 2015 Misc. Safety related Comments 1. The applicant must submit a Vehicle Turning Diagram to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle (such as: Bus or Garbage Truck) can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. 2. If direct property access is approved through a modification request, the City will monitor traffic conditions (queuing, collisions, etc.) on SR 99 and 16t" Ave S and shall reserve the right to limit access to right -in and right -out at such time deemed necessary. The City may limit access to right -in and right -out at such time 16t" Ave S is reconstructed with a raised median. 3. The SR-99 Phase 5 project, currently under design, will limit access to right -in and right -out at such time SR-99 is reconstructed. Project construction is tentatively scheduled to begin in fall 2016. PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robs citvoffederalwa .com Solid Waste & Recycling Design Considerations Solid waste and recycling design considerations include: • 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 Section 19.125.040 (4) & (5)]. Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste Management. Contact: John Davis — Senior Route Manager at 206-786- 4530 (cell). BUILDING DIVISION (Peter Lawrence, 253-835-2621, pLter.lawreng-cityoffederalwAy.com), International Building Code (IBC), 2012 Washington State Amendments WAC 51-50 15-102431 Doc 1 D 69473 Mr. Baker Page 13 July 15, 2015 International Mechanical Code (IMC), 2012 Washington State Amendments WAC 51-52 Uniform Plumbing Code (UPC), 2012 Washington State Amendments WAC 51-56 & WAC 51-57 International Fire Code (IFC), 2012 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2012 Accessibility Code, ICC/ANSI Al 17.1 - 2009 International Residential Code, 2012 Washington State Amendments WAC 51-51 Washington State Energy Code, 2012 WAC 5 1 -11 Building Criteria Occupancy Classification: B Type of Construction: VB Floor Area: 366 Number of Stories: 1 Fire Protection: no Wind/Seismic: Basic wind speed 8585 Mnh, Exposure, 25# Snow load, Seismic Zone D-1 A complete building permit application and commercial checklist. (Additional copies of application and checklists may be obtained on our web site at www.citvoffederalway.com.) Submit _5_ sets of drawings and specifications. Specifications shall include: _ Soils report, Structural calculations, 2_ Energy calculations, and _2_ Ventilation calculations. Note: A Washington State Registered architects' stamp is required for additions/alterations (new or existing) of 4,000 gross floor area or greater unless specifically Iisted 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. Doc 4D. 69473 15-102431 Mr. Baker Page 14 July 15, 2015 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. Review Timing The first comment letter can be expected within _6_weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Department of Community Development. 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 Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. All 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 Department and will be scheduled by the inspector of record for the project. Site -Specific Requirements • ADA accessibility to and from the building as well as into the building shall be required. ■ Complete plumbing riser diagram. • Truss specifications stamped by a truss engineer. • Gas piping riser plan if applicable. The information provided is based on limited plans and information. The comments provided are not intended to be a complete plan review and further comments are possible at time of building permit plan review. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury@lakehaven.org) Water • A Certificate of Water Availability (application form enclosed) issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. 15-102431 Doc. I. D. 69473 Mr. Baker Page 15 July 15, 2015 • Existing water system hydraulic model information for this area indicates that Lakehaven's standard maximum allowable system velocity of 10 ft/s is exceeded at a fire flow rate greater than >2500 gpm. Fire flow capacities greater than >2500 gpm may be accommodated through water system improvements. • The site has no (0) previous or existing water service connections. A water service connection application (form attached) submitted separately to Lakehaven is required for each new service connection to the water distribution system, 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 & meters. ■ Lakehaven would prefer to locate any new water meters south of the SW corner of the subject property & adjacent to existing water main, and therefore would request the applicant to attempt to secure a private water easement (e.g., north 50-feet of the west 5-feet of parcel 2021049137) for the purpose of the premise isolation device(s) & private building supply line(s) (meter -to -building) on adjacent property. If such private easement cannot be secured, new water service connection(s) may require a special service agreement to address non -typical water utility line(s) in public right-of-way. • Installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic (and separate irrigation, if applicable) service meter is required pursuant to WAC 246- 290-490 & Lakehaven standards regarding premise isolation. As a low cross -connection hazard, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoepf QLakehayen.arg, 253-946-5427) for additional information on premise isolation & BPA testing coordination. i Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determ ined upon submittal of service connection application(s) to Lakehaven. Charges -Payable -in - Lieu -of -Extension (CPILOE) are assessable against the property for water facilities either previously constructed or to be constructed that provide direct benefit to the property. Connection charges are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Water Service/Meter Installation -Domestic, 1" size (prelim only): $4,160.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. Water Service/Meter Installation -Irrigation, 1" size (prelim only): $4,160.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. • Capital Facilities Charge(s)-Water, $3,629.00 per Equivalent Residential Units (ERU): $UNKNOWN, TBD by Lakehaven based on applicant's estimated total annual water usage. No water system capacity credits are available for this property. Please contact Lakehaven for further detail. CPILOE, 16 AV S WMR-S 348 TO PHS: $6,083.16 (90.22 Benefitted Front Feet [BFF] @ $67.4258/BFF. • Service Agreement Charge (if necessary): $130.00. • County Document Recording Fees: $80.00. • ROW Permit Fee (City of Federal Way): $340.00. ■ Other (describe): $None anticipated. Sewer The site has no (0) previous or existing sewer service connections. Doc. LD. 69473 15-102431 Mr. Baker Page 16 July 15, 2015 A separate Lakehaven sewer service connection permit (application form enclosed) is required for each new connection to the sanitary sewer system, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. 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. Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. • Sewer Service Connection Permit Fee: $360.00. ■ Capital Facilities Charge(s)-Sewer, $3,206.00 per ERU: $UNKNOWN, TBD by Lakehaven based on applicant's estimated total annual water usage. Sewer system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 1.20 ERU. Please contact Lakehaven for further detail. ■ Other (describe): None anticipated. General All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Ingham, 253-946-7244, Chris. Ingham@sourhkin gfire.org) No comments. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Leila 15-102431 Doc 1 D 69473 Mr. Baker Page 17 July 15, 2015 Willoughby -Oakes, 253-835-2644 or ji, offederalwa .com and I will respond to your questions within I business day. We look forward to working with you. Sincerely �L eila Willouglitl aloes Associate Planner enc: Bulletin #054 Submittal Requirements for Process II (Checklist) Pacific Hwy South Phase V Improvements Site Plan Hazardous Materials Checklist Lakehaven Water District Enclosures CPTED Checklist c: Aaron Potter, Loca[ Dutch Bros Agent, Email: ad potterfain il ylle_0 rrtail.com John Wright, Principal Architect, C2K Architecture. Email: iwrieht rlc2karch.com Scott Sproul, Building Official Chris InghamNince Faranda, King County Fire Marshall Erik Preston, Sr. Traffic Engineer Kevin Peterson, Engineering Plans Reviewer John Mulkey, Streets Systems Manager Doc I D. 69473 15-102431 J LL m W r O z aJ C W Z W (DI U a 4 N 1UL Q 0 S a $ y ' zt 4qYi t,: } ! f1 I 1i s< I zil 11 1110 L z rr[:pya"s£ys! tF—ui met ° Ali, LLJ � � ! L 0�|.� .||�|| �, | ( |] LU m- . @Geese ee s e e ee«(D e e «e s me Z 6 W J LL 8� Sa�� �Sagg�a pF3 9 Hal � • .. O B @ LU ns3�� ul ox Ase O 000000 00 O(D O OO 000" OOO OO OO yy W s$s 3 ,filn R HIM I p§tlpp LL 0000 0 0 000 O 00 @O i I e 3 3 3 fi7 F% y , to�zt i. H $ N 09 � SYS A ��4 4�A O� r✓' 3� f •z �• , fir, gig; 'IM E) (D (2) 9 72 W J LL a1 ;.I J 6� H 3` LL� ss H Uri 11 11 f J ¢„ «A B �4 d 1 gj§ Iusk 3 w i|\ LLJ 0 z ��|||| z LL, ||| �R�|| @� ` }:: w mill O-�...., ¥] LU z LLI LU % ($ | $ || 141,11 kk W HIM © $ |q; % d §( LUJill m 11-LU m \ ( ({ ||. !,! E | ! � g § 0 E B �' ° UJ !|| HIM |*- � h.� �� ° | , ! ... ' 2 ; ! ------- ,,,, §Rj-.k� | | ■ DRIVE-THRU COFFEE STAND a. Group #1— Exterior Door i. (3) EA BUTTS T2714 4.5 X 4.5 N RP 652 MCK ii. (1) EA LOCKSET 8243 LNJ SC 626 SAR iii. (1) EA CLOSER 1431— P9 EN SAR iv. (1) EA WALLSTOP WS407CCV 630 1 v. (1) EA THRESHOLD 272A 36" ALUM P vi. (1) EA SWEEP 18061CNB 36" ALUM P vii. (1) EA RAINDRIP 345A 36" ALUM P viii. (1) SET GASKET PS074 17FT BLACK ST b. Group #2 —Toilet Door i. (3) EA BUTTS TA2714 4.5 X 4.5 NRP 652 MCK ii. (1) EA INDICATOR DEADLOCK D871K 626 FAL iii. (1) EA ASA STRIKE FOR D871K iv. (1) EA PUSH 1001-3 630 TRI V. (1) EA PULL 1017-3 630 TRI vi. (1) EA CLOSER 1431 PS EN SAR vii. (1) SET GASKET PS074 17FT BLACK ST END OF SECTION FINISHES 1. Gypsum Board a. Moisture Resistant Gypsum Board: ASTM C630, 5/8" thick maximum available length in place; ends cut square, tapered and beveled edges. b. Level 4 finish throughout for wallcovering (FRP) substrate. 2. Acoustical Ceilings a. Suspension System: The suspension system shall be exposed tee grid type similar and equal to Prelude ML 15/16" exposed tee system manufactured by Armstrong meeting ASTM C635. Main and cross tees shall be of double web construction. Wall molding shall be hemmed, angled molding with prefinished flanges. Hanger wire shall be 12 gauge, galvanized steel wire, minimum. Color shall be white. b. Suspension System Installation: L Conform to seismic requirements for local jurisdiction. ii. Space vertical hanger wire on main runners at 48" o.c. and splayed wire bracing perpendicular to each runner 8" maximum from each end or break. c. Vinyl Laminated Gypsum Ceiling Board: A prefinished gypsum core lay -in ceiling panel with additives to enhance sag resistance, surfaced with paper on front and back and finished on the front with a 2-mil-thick white stipple textured vinyl laminate; and complying with ASTM C 1396, Class 1; and E 1264, Type XX, 15 RECEIVED MAY 2 0 2015 CITY OF FEDERAL WAY CDS 9 " DB K. CIS DRIVE-THRU COFFEE STAND patterns E and G. i. Manufacturer: Gridstone Brand Hi -Strength Ceiling Panel manufactured by National Gypsum Company. ii. Thickness: 5/16 in. iii. Width: 2 ft. iv. Length: 4 ft. v. Edges: square. d. Vinyl Laminated Gypsum Ceiling Board Installation: L Each panel shall be supported on all four edges. 3. Resilient Flooring a. Note to Contractor: There are (2) resilient flooring options available — epoxy flooring or sheet vinyl. The epoxy flooring is preferred and recommended. The final selection of an option is by the Franchisee. Specifications for both products are listed here. b. Option 1: Epoxy Flooring i. Waterproof Membrane 1. Product: 100% solids, moisture insensitive, non -shrink, two component epoxy/polyurethane membrane and base coat. 2. Manufacturer: Crown Polymers, "Crownflex Membrane", product No. 304. 3. Color: Grey Base with 40% blue, 30% black, 30% white. Provide (2) samples for Franchisee and Architect review. 4. Install per manufacturer's requirements. ii. Wear Surface: 1. Product: 100% solids, low viscosity, moisture insensitive, non - shrink, two component modified epoxy binder for colored flake floor systems. 16 a" ftff DRIVE-THRU COFFEE STAND 2. Manufacturer: Crown Polymers, "CrownFlake", product No. 307. 3. Install per manufacturer's requirements. iii. Top Coat: 1. Product: Two component polyaspartic aliphatic polyurea top coat. 2. Manufacturer: Crown Polymers, "CrownPro". 3. Install per manufacturer's requirements. iv. Integral Cove Base 1. Provide integral flash cove wall base by extending sheet flooring 6" up the wall using adhesive and accessories recommended and approved by the flooring manufacturer. 2. Install cove base using coved base filler as backing at floor to wall junction. Extend sheet flooring vertically to 6". c. Option 2: Sheet Flooring L Manufacturer: Armstrong "Connection CORLON". Color: Granite Gray, #88701 ii. Sheet vinyl flooring shall conform to the requirements of ASTM F 1303, Type II, Grade 1, Class A backing. iii. Adhesive per manufacturer's recommendation to comply with warranty requirements. d. Integral Cove Base L Provide integral flash cove wall base by extending sheet flooring 6" up the wall using adhesive and accessories recommended and approved by the flooring manufacturer ii. Install cove base using coved base filler as backing at floor to wall junction. Extend sheet flooring vertically to 6" and cover top edge with capstrip. iii. Schedule: Unisex Toilet, (Rm. 100). e. Resilient Base L Burke "Mercer" Vinyl Wall Base, 4" high, .080" thick, continuous roll length. Color: Charcoal, #217. ii. Miter internal corners. At external corners `V' cut back of base to 2/3 of its thickness and fold. Install base toe on continuous bead of sealant throughout. iii. Schedule: Service, (Rm. 102), Storage, (Rm. 103). 4. Painting: Special Order: Draw Downs Available from DBHQ a. Manufacturer: L-_- ,-I L Miller Paints, 377 Union Avenue, Grants Pass, OR 97527. Phone #: (541)244.1723. 17 z, �. W QUTfh R =015( ^ DRIVE-THRU COFFEE STAND b. Submit two samples of product colors (paint draw downs) for Franchisee and Dutch Bros. headquarters review. c. Interior Painting Schedule (Miller Paints Products U.O.N.) i. Hollow Metal Doors and Frames— Preprimed 1. Factory Primed. 2. First Coat: Acrinamel Semi -Gloss 7200 Series 3. Second Coat: Acrinamel Semi -Gloss 7200 Series ii. Hardie Trim Planks— Preprimed 1. Factory Primed. 2. First Coat: Acrinamel Semi -Gloss 7200 Series 3. Second Coat: Acrinamel Semi -Gloss 7200 Series iii. Wood Doors - Unprimed 1. First Coat (Primer): Acrylic Enamel Undercoat, #2840 2. Second Coat: Acrinamel Semi -Gloss 7200 Series 3. Third Coat: Acrinamel Semi -Gloss 7200 Series d. Exterior Painting Schedule (Miller Paints Products U.O.N.) i. Hollow Metal Doors and Frames, Wall Louver- Preprimed 1. First coat: Acrinamel Semi -Gloss 7200 Series. Interior/Exterior Acrylic. 2. Second Coat: Acrinamel Semi -Gloss 7200 Series. Interior/Exterior Acrylic. ii. HardiePanel, Hardie Trim Planks— Preprimed 1. Factory Primed. 2. First Coat: Acri-Lite Semi -Gloss 7500 Series, 100% Acrylic Exterior Latex S/G Sheen 3. Second Coat: Acri-Lite Semi -Gloss 7500 Series, 100% Acrylic Exterior Latex S/G Sheen ,r em LISCM&M BR E 5 DRIVE-THRU COFFEE STAND e. Dutch Bros. Corporate Paint Colors: Refer to drawings for color locations. Provide (2) copies of color samples (draw downs) for review. Available through Miller Paint: Attn: Rusty Crocket at 541-244-1723 (i-iii) OR Sherwin-Williams Store 7405 at 719-597-6556 (iv-v) L Miller Color #1: Dutch Bros. Gray; Miller Formula (gallon formula): B-2Y40 C-8 L-1Y. ii. Miller Color #2: Dutch Bros. Blue; Miller Formula (gallon formula): E-6Y 1-16 V- 1Y16 W-1Y24 iii. Miller Color #3: Dutch Bros. White; Miller Product #: #7500 No Tint iv. Sherwin-Williams Color #1: Dutch Brot Blue Match v. Sherwin-Williams Color #2: Dutch Brot Grey Match SHERNIN•!lILLTAMS 7405 06102l14 5HERNIN-NILLIAMS 7455 06102114 719.597.655fi 719.557-6556 EXTERIOR ARCHITECTURAL EXTERIOR ARCHITECTURAL A-110 LATEX SATIN IFC 411K SATIR IFC 411X DUTCH BROT BLUE MATCH DUTCH BRAT GREY MRTCH CUSTOM SHER•COLOR HRTCH CUSTOM SHER-COLOR MATCH CCENCOLORANT UZ 32 64120 CCE*COLORAIT OZ 32 64128 N1-11hlte - 20 - 1 R41hiiu 2 2 L 62-flew Green 16 - SI.OEatk • 41 i Ll-Blue 4 37 1 NI -Rau Ue4er 7 1 R3-flaeenia 2 13 1 1 962709154H 640399 04 924ONE 001153 640399739 Non Reiumbie Tinted Color Non Rekurna5le Tinted Color [RS 01h Tn aaaurp ran¢Ln4an{ solar LRtlHON. T. aa¢tlrb ca la{¢nl color. glwey? ardor anauglk hain{ {a canply{v iha :sh pTtlr lni rn Af.�134plv�lyoreko the J. ¢W Lnia_IV all o¢nI*L—r- e n •� a{ lhtl a telar paleeb avplLGilvn pr \no M¢-ti eater bar¢rs appl lLa4ion. nswA c¢l¢raa nay v-rY nl iflh4ly iron Clynd calvro xay vary e�lp>•kly fr pn e019r ¢�rla Or ca1e1 chip_ color a4r 1p a ¢a1¢r thlp. 11111111IIf�ll11111111�11111111111 �IIIIIIIIII�IIfllllllllllllllllflll 3�129488-601 m128�88—�02 f. Painted Tulip Graphic Colors: Refer to drawings for tulip locations. Obtain tulip stencils from Dutch Bros. corporate headquarters, attention; Mike Dennis. i. Mfgr: Sign Painters 1 Shot, Contact Information: Dick Blick, www.dickblick.com ii. TP1: Blue Paint Color: 50% 152-L Light Blue and 50% 156-L Brilliant Blue iii. TP2: Yellow Paint Color: 75% 191-L Imitation Gold and 25% 134-L Chrome Yellow iv. TP3: Red Paint Color: 100% 104-L Bright Red: Order from: Dick Blick END OF SECTION 19 rn DRIVE-THRU COFFEE STAND 2. Drawer Slides: Fulterer 5000. Full Extension Ball Bearing Drawer Slide. 100 lb. 3. Hinges: RPC 5-Knuckle. Color: match color 4. Bumpers: Provide for all drawers. v. Miscellaneous: 1. Wire Management Grommets: Mockett Plastic Grommets for electrical work. Size: 2" diameter. Color: White. Provide grommets as located on drawings. e. Glass Fiber Reinforced Plastic: i. Provide panels and moldings from same specified manufacturer. ii. FRP Panel: Class C wall panels by KEMLITE Glasbord. Embossed 0.09" thick. Color: White (#85). iii. Moldings: Color matching PVC, configurations as required. iv. Install panels in strict conformance with the manufacturer's instructions using manufacturer recommended adhesive and sealant. END OF SECTION THERMAL AND MOISTURE PROTECTION 1. Board Insulation a. Foundation Insulation: Extruded, closed cell rigid polystyrene insulation with minimum 25 psi compressive strength and square edges. Thickness as required to meet local energy compliance codes. b. Wall Insulation: Rigid, polyisocya n u rate insulation board w/ aluminum foil facing meeting ASTM C1289. Thickness as required to meet local energy compliance codes. 2. Batt Insulation a. Thermal i. Preformed glass fiber thermal batt type with foil reflective membrane for ceilings, unfaced for walls, friction fit meeting requirements of ASTM C553 and ASTM C665. ii. Shim spaces at exterior doors, windows and penetrations. Stuff unfaced fiberglass insulation to seal interiors from infiltration. iii. Face staple all "faced" insulation. iv. Install insulation supports @ 24" oc maximum. b. Sound i. 3" thick sound attenuation batt insulation shall be unfaced glass fiber; friction fit batts meeting ASTM C655. Install with no gaps. 3. Vapor Retarders -- , a. Vapor Barrier at Exterior Walls and Ceilings: One perm, 6 mil polyethylene film secured to framing with tape. Lap edges minimum 6". Install on warm (in 10 In ft I i 46 FILE May 19, 2015 City of Federal Way Department of Community Development Services 33325 8tn Avenue South Federal Way, WA 98003-6325 Department of Community Services, We are currently in the process of purchasing the property located at 34100 S. Pacific Highway, Federal Way, Washington. We have been in contact with your office and they have informed us that we need to complete the Master Land Use Application , provide various items per your instructions along with a check for $478.00 in order for us to get a meeting scheduled . We are in a very short due diligence period and would appreciate a meeting as soon as possible, we are supposed to close escrow by June 51n We are looking forward to this meeting, please contact our Growth & Development Dept. Mark Baker at (541)441-6279 or Mike Dennis at (541)660-1039 Very,Tru�rs. Miikkkee Den s Vice President Growth & Development Dutch Bros Coffee PIKZ M MAY 2 0 2015 Dutch Bros., LLC o P.O. Box 1929 • Grants Pass, OR 97528 0 Phone: 541-955-4700 k- BROS- J. LA WP ye -E /\c 6<sc -C 5C 'C C-i �a Ui IL U- 63/-2p U- 0 t- Ln n 0 f U TO 15, I D m 0 m 4 rw "j, i?ve- (L 4;,4e Ik YJ rAlp L ) Ui 3' 0 Ln 0- r w j LD g- (L 9 �Y- L 15 -�= R: I L C� Ln Ln . . . . . . . LU u_ 4 , : yD . .. . 4 JM W Ln w Lrj 0 > � < FX § A- 4, CZ07 0 0. mU 4 480 ev-PIA - L 4, - F• 4' m CD 1 0 Z m >: Lj m U- U w Site area-13,376 S/F Ln -,-Z. FILE WCD< Ln Proposed building size: 480 S/F lAd;ratf- er-&LA-46or U,4ko— w Ln 0 — =) -� Occupancy: Group B 0 %ZT 0 EL, En Ln < m war= LL 0 MAY 2 0 2015 CITY OF FEDERAL WAY CDS P"q x- ��, f "4-1 6c k." 41k op OF Fed10'::tS0 eral Way APPLICATION NO(s) MAY 2 0 2015 CITY OF FEDERAL WAY CAS FILE MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEV EI.OPAI ENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.ci[ offederalwa .com 15 - l oZ4{ 31- 00 Pc Date 5• 1j Project Name • c ' (� Property Address/Location -1 Y063 Parcel Numbers) �_O l 0 41 Project Description C�t'1V� C� �- PLFASE PRINT Type of Permit Required _ Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) _ Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information }- Zoning Designation C k Comprehensive Plan Designation tr 11 ri)L a, 0 Value of Existing Improvements 691CO }'Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Bulletin #003 —January 1, 2011 Applicant Name; tb1&VL YM W e Address: 9a %Q-iL 6 2_( CitylState: CVc41\-VS 90�1kS+ Q1Z Zip: 915 2 S� lt Phone: t�g1)44� ""1�21`1 '`AN)M ID39 Fax:(3q%) Lkll— 03 Email: C�r�w'Ih Qrtc �� VIQ S • (4m Signature: Agent (if different than Applicant) I �� Name: I [ 8�'K� r �� 7r✓C�{ Address: City/State: Zip: Phone: Fax: �, Email: '-*IA, l� • �\"' � L'&V , Signature: Owner Name: OpQv\5 Soo KM Address: City/State: Zip: Phone: Fax: Email: Signature: Page 1 of 1 k:\Handouts\Master Land Use Application CITY OF � Pre -application Conference Sign in Sheet Federal Way COMMUNITY DEVELOPMENT REVIEW COMN MTEE June 11, 2015 City Hall 9:00 a.m. Hylebos Room NAME Leila Willoughby -Oakes, Associate Planner 1. 2. 4Qz:SCC-3. rM� 4 1 " ' . . 12. Address: 34100 Pacific Hwy, Federal Way, WA File Number: 15- 102431-00-PC DEPARTMENT / DIVISION Planning/ CD '5v-r-%A '3ao s. Ce "i l P_ L 1� CJ rJ 5 l 2�C G?,K Aiee�- c4q"o TELEPHONE NUMBER 253-835-2644 Leila.Willou b - OakesQciNof#'ederalway com Z4I? t'sLA- 0r4L3 , -1 D_ rl�_Or� �;dpv mnZr_)� May 26, 2015 9�deraI ::-..1 25 ��L s Jim Ferrell, Mayor Dutch Bros Coffee Emailed: growt€tCc,dutchbros.com PO Box 1929 Grants Pass, OR 97528 RE: FILE #15-102431-00-PC; PREAPPLICATION CONFERENCE SCHEDULED Dutch Bros Coffee Stand, 34100 Pacific Hwy South, Federal Way To Whom It May Concern: 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 a meeting with the project applicant has been scheduled as follows: 10:00 a.m. — Thursday, June 11, 2015 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 8th 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.wiIlou hb -oakes .ci offederalwa .corn, or 253-835- 2644. Sincerely, �C Leila Willoughby -Oakes Associate Planner c: Mark Baker, Email: mark. baker( dutchbros.coni enc: Preapplication Fee Receipt Doc. LD 69472 33325 8th Avenue South, Federal Way, WA 98003-6325 - (253) 835-7000 www.cityoffederalway.com CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE. May 22. 2015 TO. E.J. Walsh, Development Services Manager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Gordon Goodsell/Chris Ingham, South King Fire & Rescue Lindsey Tiroux, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator FROM. Leila Willoughby -Oakes, Assoc4e Planner FOR DRCMTG. ON FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS.• ZONING DISTRICT June 4, 2015 at 10 am- Internal June 11, 2015 at 9 am- with applicant 15-102431-00-PC 05- 104545-PC; 03-105303-PC (Both for Espresso Stands) DUTCH BROS COFFEE STAND 34100 PACIFIC HWY S CE PROJECT DESCRIPTION Proposal to construct a drive -through coffee stand with one stacking land, two new driveways/ingress/egress points, and —6 parking spaces. LAND USE PERMITS- Use Process II or III OTHER PERMITS. Concurrency PROJECTCONTACT. Dutch Bros Coffee PO Box 1929 Grants Pass, OR 97528 Growth@du rchbr_os.com Mark.BakerQdutchbros.com (Architect) MATERIALS SUBMITTED. Covering Letter Site Plan Building Specs Colour Elevations *Please note the local contact has spoken with Erik, Isaac, and Leila regarding the purchasers closing date of June 5th. Erik provided preliminary information on the Traffic requirements and potential issues with driveway spacing etc. over the counter. Leila Willoughby -Oakes From: Aaron Potter <adpotterfamilyllc@gmail.com> Sent: Tuesday, May 26, 2015 6:27 AM To: Leila Willoughby -Oakes Cc: Erik Preston; Isaac Conlen; Growth@dutchbros.com; mark.baker@dutchbros.com Subject: 34100 S Pacific Hwy Hello Leila! Thank you for helping me with my initial planning questions about our 34100 Pac Hwy project. I wanted to get the whole group in on this together so I have included our architect, Mark, as well as the Dutch Bros Growth and Development Team. Please let us know if there will be any cancelations among the folks ahead of us in the process so that we can move up our pre-app meeting. Otherwise, I will let Mark speak to our specific questions we may want answered in the mean time. Would you mind clarifying for me once more what need to happen for us to receive the Administrative Decision Letter so I can get working on that if I need to? When I spoke with Isaac on Friday he mentioned that he would be willing to help us get some answers to our most pressing questions about the project. I will let Mark and the others get these questions to you so that your folks can get on this asap. I appreciate your help on this very time -sensitive project and I'm looking forward to working with you guys further! Aaron Potter Regional Real Estate Project Manager Dutch Bros. Coffee Leila Willoughby -Oakes From: Leila Willoughby -Oakes Sent: Friday, April 24, 2015 5:10 PM To: 'mike@Idgarchitects.com. Subject: Drive -Through Regulations Attachments: Pre -Application Letter.pdf Hi Mike, The drive through regulations are located within the CE zone charts under special notes. In particular #4. 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 traffic1w, and must meet the design guidelines established in Chapter 19.115 FWRC. Your application if an espresso stand I believet'a Use Process II application %6pi"(determined by the CE use char4a, and the drive through is/ subject to Public 14orks approval. I believe that is where the stacking requirements come into play. As an FYI drive —throughs are prohibited in the City Centre Core, and I believe that in the City Centre Frame they would be discouraged, not by the code, as the city center moves towards promoting a pedestrian and TOD environment. There was a pre -application letter performed on this property 10 years ago, unfortunately our code has changed since then and a pre -application would be required. It might be useful for you when you apply for a pre -application. Here is the pre -application link: http://www.city.offederalway.com/DocumentCenterNiew 4089 We look forward to working with you. Kind Regards, Leila L. Willoughby -Oakes BES(PI), MPA I Associate Planner Department of CommunitDevelopment 33325 8th Ave. S. Federal Way, WA 98003 253-835-2644 leila,w'[Iloughby-oakes@citvoffederalway.com Please consider the environment before printing this email `'� Becky Chapin From: Mark Baker <mark.baker@dutchbros.com> Sent: Thursday, January 29, 2015 11:07 AM To: Becky Chapin Subject: Re: Question for Planning Department Becky, Thank you so much for your swift response. We are still in negotiations but looking forward to working with you and your department. Thanks, On Tue, Jan 27, 2015 at 5:37 PM, Becky Chapin <Beck .Cha in ci offederalwa .conies wrote: Hi Mark, To establish a drive-thru coffee shop, considered a "fast-food" restaurant per Federal Way Revised Code FWRC 19,240.110 a Process II land use review is required, assuming the proposal is exempt from Environmental Review (SEPA). All Process 11 reviews are subject to a 120-day review timeframe, which stops anytime additional information is required. However, realistically it takes anywhere from 3-6 months for this review to be completed if all the necessary information is provided. To help streamline the process a preapplication conference with the City's Development Review Committee (DRC) is recommended. A preapplication conference allows the city to review a proposal and provide comments regarding applicable site design requirements, necessary permits, design options, and answers to related questions regarding prior to submitting formal land use applications. The preapplication process typically takes 4 weeks. Please feel free to contact me if you have any additional questions or would like me to email you any of our land use submittal requirement handouts/permit applications, Thanks, Becky Chapin Associate Planner City of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: 253-835-2641 Becky. Chap inC cityoffederaiway.00m From: Permit Center Sent: Friday, January 23, 2015 4:04 PM To: Becky Chapin Subject: FW: Question for Planning Department Hi Becky, Could you field this question? See below Thanks! Janice S N Fernandez I Development Specialist 253-835-2607 direct 1253-835-2609 fax City of Federal Way - Community Development r)ermitcenter@citvaffederalway.cam Please con;s;c'er ;he erwironmer3' before . rTnlng •ihis emo,: From: Mark Baker [mailto: mark. bakerdutchbros.com] Sent: Friday, January 23, 2015 3:58 PM To: Permit Center Subject: Question for Planning Department Hello, I have a question about a property illy company is looking to purchase. We a e a drive-thru coffee service located in 7 states throughout the Northwest. The property under investigation is located at 34100 Pacific Hwy. Federal Way, WA 98003. Currently we are negotiating a contingency period to allow us time to apply and hopefully gain planning approval. Typically we ask for 9 months to ensure enough time for this process, however the seller is bargaining for a shorter time. What is a realistic timeline for this approval process? Thank you for your help in this matter, Mark Baker Design Architect Dutch Bros Coffee 541.441.6279 mark. hakertn�d utchhras.com Design Architect Dutch Bros Coffee 541.441.6279 mark, Wker@dutchbroS rn } ''`' • [ r r 71 1 ! ' • JI fr � � - 1 L i •�, IIN ��rtd � � • _ { � r j � = fir.: i � •� � : � . :.. i � -� � -T _ 'gyp �- •� KU A1.2 O