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17-1002671�kCITY OF Federal Way February 17, 2017 FILE CITY HAH 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Paul Grundhoffer email: paulg@weaverarch.com Weaver Architects 1411 4"' Avenue, Suite 810 Seattle, WA 98101 Re: File 417-100267-00-PC, PREAPPLICATION CONFERENCE SUMMARY Pacific Dental Building, 1xx SW Campus Drive, Federal Way Dear Mr. Grunhoffer: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held February 9, 2017. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Water and Sewer District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your fonnal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The Federal Way Revised Code can be found on the City's website at www.citvoffederalway.coin. The key contact for your project is Jim Harris, 253-835-2652, jim.harris@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Proposed construction of an approximately 5,000 square -foot single -story office building, fast food restaurant with drive-thru, and associated site work on a vacant pad at the W inco site at the northwest corner of the intersection of 1" Ave South and SW Campus Drive. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. Paul Grundhorfer February 17, 2017 1'aoc 2 Public Works Traffic Division Intersection Sight Distance — Landscaping should be removed or trimmed to preserve sight distance to the south of the drive-thru exit on the internal circulation road. 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. COMMUNITY" DEVELOPMENT —PLANNING DIVISION (Jim Harris, 253-835-2652, j im. harris@cityoffed eralway.co m) Jim Harris. 253-835-2652, jinn.harris(w.citvoffederalway.com 1. Zoning Designation and Use — Zoning for the subject property is Community Business (BC), subject to a Concomitant Zoning Agreement (CZA). A copy of the 1990 CZA that applies to the subject property is enclosed. Pursuant to section 2(b) of the CZA, the uses allowed on the subject property are the uses allowed in the Neighborhood Business (BN) zone of Federal Way Revised Code Chapter 19.125. Both the proposed office use (FWRC 19.215.010) and fast food restaurant (FWRC 19.215.020) uses are permitted at the site. Land Use Application — Establishment of the office use and fast food use and development of the vacant site requires a Process 11 Land Use Application. Process If is an administrative site plan review process conducted by city staff with a final written decision issued by the Director of Community Development. However, the Process II review would be replaced with a Process iii review, if the proposed development triggers SEPA review as discussed below. The only major difference between Process 11 and Process III is the public notification requirements. A Process 1i/ III submittal requirements checklist is enclosed for your convenience. 3. State Environmental Policy Act (SEPA) Environmental Review — The project may be subject to environmental review under SEPA. Given the conceptual nature of the information provided at the preapplication meeting, City staff is unable to determine if the proposed development triggers SEPA review. Pursuant to the Washino o17Adr77r777strative Code (WAC) 197-11-800 and FWRC 14.15.030, if the proposal exceeds any of the three following thresholds, then the project is not exempt from SEPA review and requires environmental review. • Office / commercial building construction in excess of 12.000 square feet of building area. Parking lots over 40 parking spaces. Excavations and land filling over 500 cubic yards. With the land use application materials, submit acompleted and thorough SEPA checklist if the proposal exceeds any of the above thresholds. Please provide with the application materials, a site 17-100267-00-PC Doc IU 7;'76 Paul Grundhoffer February 17, 2017 Pace 3 plan showing total building size and location, parking areas, landscape areas, etc. Also, submit a preliminary engineered grading plan showing the amount of fill and excavation proposed. 4. Land Use Review Timeframes — The Planning Division will notify the applicant of the application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. The FWRC limits the administrative review to 120 days from the date of a complete application. The 120-day review period will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification, or the land use application will expire. 5. Public Notice & Mailing— Process II applications do not require public notice ofthe application. Process III applications (if applicable) and SEPA determinations (if applicable) require a public notice and 15-day comment period. Within 14 days of issuing the Letter of Complete Application, a Notice of Application will be published in the Federal Way Mirr or, mailed to property owners within 300 feet of the subject property, posted on the subject property, and placed at the city's three designated notice boards. If SEPA review and Process III are required for the proposal, you will need to provide two sets of stamped, business size envelopes addressed to properly owners within 300 feet of the subject property in accordance with the standards on the enclosed mailing label handout. Public notice for SEPA, if applicable, will be done in accordance with FWRC 14.10.040. 6. Concomitant Zoning Agreement — All aspects of the development must comply with the 1990 CZA. Applicable regulations from the CZA are identified in various portions of this letter. City staff are currently evaluating whether all the provisions of the CZA have been fulfilled in regard to Panther- Lake planning, open space development, etc. as outlined in the CZA. I will get back to you about this item in the near future. 7. Application Fees —Please contact the Permit Center at 253-835-2607 for updated fee schedules for Process II Master Land Use application and building permits. Wellhead Protection — The subject site is located within a five-year wellhead protection zone as designated by Lakehaven Water and Sewer District. A Hazardous Materials Inventory Statement — Critical Aquifer Recharge and Wellhead Protection Areas (enclosed) must be submitted with the formal application. The City staff will then review the Hazardous Materials Inventory Statement and assess all potential impacts to the city's groundwater resources to decide whether hazardous materials will be used, stored, or disposed of in connection with the proposal. 9. Key Development Regulations — All site improvements must comply with the 1990 CZA development regulations and applicable FWRC development regulations. The following general regulations apply to the proposal. (a) Required Setback— Required building setbacks for the site are as follows: front yard building setback is 0 feet, and side and rear are 10-foot minimum. 17-100267-00-K Dociu.7i296 Paul Grundhoffer February 17.2017 Page 4 (b) Lot Coverage —No maximum lot coverage applies; instead the buildable area will be determined by other site development requirements, i.e., required buffers, parking lot landscaping, surface water facilities, etc. (c) Maximum Building Height— The height allowed for the retail use is 35 feet above average building elevation (AABE). The building height is limited to 30 feet AABE within 100 feet of the low density zone across Campus Drive. Please provide elevation drawings showing the building height (AABE) with the formal Use Process submittal to verify height. A height measurement handout is enclosed. (d) Parking — Parking requirements for the proposed uses are one space for every 300 sq. ft. of gross floor area of office and 1 parking space for every 80 square feet of gross floor area of fast food. Therefore based on the preliminary floor plan submitted, 38 parking spaces are required. Is there a shared / reciprocal parking agreement? Please provide a copy of the parking / access agreement with the land use application submittal. 10. Landscaping — The Use Process land use 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, card Landscaping. " Following are the key landscape requirements for the project. (a) Frontage along Campats Drive — Landscaping 50 feet in width per section (2)(E) of the CZA is required as a buffer along the SW Campus Drive frontage. We would strongly encourage you to retain to the maximum extent possible the mature existing landscaping between the proposed building and Campus Drive. Retention of the existing vegetation will likely fulfill the required 50-foot landscape buffer. (b) Side and Rear Property Lines — Landscaping is not required along interior lot lines within a development where parking and access is being shared. A shared parking agreement must be submitted with the formal Use Process application. (c) Interior Parking Lot Landscaping — Parking lot landscaping is to break up large areas of impervious surfaces, mitigate adverse impacts created by vehicle use areas, facilitate the movement of traffic, and improve the physical appearance of vehicle use areas. Twenty square feet of interior lot landscaping per parking space must be provided in accordance with FWRC 19.125.070. 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. Landscape islands must be a minimum size of 64 square feet and a width of six feet between stalls and at the ends of rows. 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. Permanent curbing shall be provided in all landscape areas within or abutting parking areas. 1 1. Clearing, Grading, and Tree and. Vegetation Retention —The applicant is required to obtain clearing and grading plan approval as a component of the land use approval. Please consult FWRC 19.120.040(1) for items that are required to be included on the plan. Approval and Notice to Proceed 17-100'_67-00-PC Doc ID 7>296 Paul Grundhoffer 1'ebruan• 17. 2017 Pane 5 shall be required prior to commencing clearing and gradi 19.120.060(2). ng activities on the site. Reference FWRC A tree and vegetation retention plan as required under FWRC 19.120.1 40(2) must also be submitted with the land use application. The tree and vegetation retention/replacement plan m ust be prepared by a certified arborist or certified landscape architect. The standards require each development to maintain a minimum tree tin it density, The Ill inimttin tree density in the BC xon.e is 20 tree units peer acre. A tree unit is a value assigned to existing trees retained on the property or rep€ace inent trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120,130. (Note: required landscaping trees may be counted in tree density). The tree and vegetation p€an must dearly show where the required tree units are to be located. The formal landscape plan must detail information about tree unit density, credits and replacement. 12. Community Design Guidelines— Projects subject to Process II or Process III review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines." A written narrative provided in conjunction with the formal Use Process application must identify how the proposal complies with the app€icable design guidelines, as outlir3ed in the FWRC and as surnrnarixed below, (a) Building Fetvade Mo4lulellian and &reening 4111ions — Pursuant to FWRC 19.1 15.060(2), all building facades that are both longer than 6.0 feet and visible From either a right -or -way or residential use or zone shall incorporate at least two of the four following options for- in and/or screeng ning: ■ Fu adc� ModI110 iarr — A n3 in irtt um depth of two feet. Ill irtintuIll width of six feet, and maxirneun width of60 feet. Alternative methods to shape a bui€din.- such as angled or curved fagade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is rnet. ■ Landscape Screening— Eight -foot -wide Type 11 landscape screening along the base of the facade, except Type IV may be used ill place of Type 11 For facades that are comprised of 50 percent or more window area. and around bui Id in,' entrances. ' Canopl'ar1Jr•csCle-1\4inirntiIll length is 50 percent of the length of the facade using this option. Canopy must extend a minimum of six feet out%kard from the building Nvith at least 10 feet of clearance as shown below. ■ Pedesn•ian Playa — 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. Tile above -referenced "two of four" options shall be incorporated along the entire length of the front and rear facades, 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. Additionally, the entire building is subject to the building al-ticu [at Ion and scale requirements of FWRC 19.I 15.060(3). As such, the architectural design of the entire building is required to consist of architectural features and/or, materials variation that create a sense of architectural ar'dCLIlatinn, and reduce the scale of the structure. Please refer to the f ist of methods to articulate blank walls identified in FWRC 19.1 € 5.060(3)(b). 17. NW0o7.0p.11(• Doc I1):75_9b Paul Grundhoffer February 17.2017 P•ige 6 (b) Peclestrian Circulation — Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color. Approved methods of delineation include: stone, brick or granoindicated on the Site planrs: exposed aggregate; , and stamped and and should be coonslorestem concrete. The method of delineation should be with other pedestrian pathways within the site.. (c) Dt•itse-tFu•oirgh Facilities — Drive-t�h oaf lwwindows y a e stacking tted n such a locationra then they along facades of buildings that face a t ig Y shall be visually screened frofn stich street by Type III landscaping andlor architectural eletnent, or combination thereof; provided, such elements reflect the primary building and provide appropriate screening. estrian The stacking lane shall be physically separated from the parking lot, sidewalk, and pe flvided, areas by Type Ill landscaping and/or architectural element, or t:ombination thereof; p such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. (d) District Guidelines — The district guidelines identified in FWRC 19.115.090(1)(a-f) must be addressed in the site plan and architectural eie. atians. Major elements of these guidelines include, but are not limited to, the following: Entrance facades shall front on, face, or be clearly recognizable from the right-of-way, and •shall incorporate windows and other methods of articulation. ■ Building entrances shall be architecturally emphasized and shall incorporate transparent glass. ■ Ground -level mirrored or reflective glass is not allowed adjacent to a public right -of --way or pedestrian area. (e) Crime Prevention t1yough Environmental Desig r (CPTED) — Implementation of CPTED principles (Natural Surveillance, Access Control, and Ownership) for all new development projects are a component of the city's design guidelines. The enclosed CPTED checklist must be submitted with the formal land use application. with he tectural 13. Garbage/Recycling—The design °1 eh5ite Thetre area enclosurle�hlallbbecs reenendtfrom abutting' properties design of the primary structures on t de a l00 percent sight-oiiscursng fence or wall and appropriate landscape screen. Additionally, a by minimum of five square feet of recycling with aim minimum t165 square feet.. must beguare providedt Please for every 1,000 square feet Gross floor area, refer to FWRC 19.125.150 for additional requirements. 14. Rockeries/Retaining Walls — See FWRC 19.120.120(3)-(7) for specifics about retaining wall requirements of height, location, landscaping, and material composition. iningwllls shall be a maximum of six feet in height as measured For commercial lots, rockeries and reta from finished grade at base of wall to top ofal er vents at 15. Rooftop Mechanical Equipment suP anFWRC d l y a solids ght obSCUring similar appurtenances that is,integrated linto extend above the roof ne must l Doc ID.75296 17-100267-00-PC Paul Grundhoffer Fcbruary 17.2017 Page 7 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. 16. Lighting — In addition to CPTED lighting standards, the following shall apply: lighting levels shall not spill onto adjacent properties (FWRC 19.105.030), lighting shall be provided in all loading, storage, and circulation areas; and lighting standards shall not reduce the amount of landscaping required for the project (FWRC 19.115.050). A photometric lighting plan that meets the standards of the illuminating Engineering Society (IES) minimum outdoor light levels will be required with the land use application. 17. Time Limitations — Per FWRC 19.15.100(2), the applicant must substantially complete construction for the development activity and complete the applicable conditions listed in the decision within five years after- the final decisions. Requests for time extensions may be granted by the Director of Community Development if criteria set forth in FWRC 19.15.1 10 can be met. PUBLIC WORKS —DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2016 King CountvSzn face Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 20016 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 nine core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has I " = 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 and/or BMP's to meet this performance criteria. Target surfaces are outlined in Section 1.2.9.2.2 of the KCSWDM. BMP's will be required as outlined in section 1.2.9 of the KCSWDM. Large Lot BMP requirements will apply. 3. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. In addition to the KCSWDM, our initial review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items will trigger storm water detention requirements: l.b. Redevelopment which involves the construction or replacement of a building footprint or other structure having a surface area of 5,000 square feet or more, or which involves the expansion of a building footprint or other structure by 5,000 square feet of surface area or more; 1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; Therefore, Water Quality Treatment will be required for the entire parcel, including new and existing surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided 17-100267-00-PC Doc ID 75296 Paul Grundhoffer February 17. 2017 Page 3 in the KCSWDM. Depending upon trip generation, Oil Control may also be required, per Special Requirement #5. 4. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at littp://www.ecy.wa.gov/programs/sea/pac/index.html, or by calling 360-407-6437. Building (or EN) Permit Issues Engineered plans are required for clearing, grading, and utility work. Plans must be reviewed and approved by the City. 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. Engineering review fees are $2,430.00 for the first 12 hours of review, and $1 12.00 per hour for additional review time. 2. The Federal Way Develohtnent Statrdards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.citvoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. Bonding is required for all street improvements and stormwater improvements 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 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. 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. 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 I" = 20', or larger. Architectural scales are not permitted on engineering plans. 17400'6741rF-PC Doc ID 75296 Paul GrundholTcr February 17- 2017 Pa-e 9 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.preston nQcitvoffederalwa►°.com) 1. A concurrency permit is NOT required for this development project. 2. No Traffic Impact Fee is required for this development project. Misc. Safety related Comments Additional landscaping should be removed (if needed) to preserve an appropriate sight distance triangle to the south (3-7 feet high) for vehicles exiting the drive-thru aisle. Tree limbs may need to be trimmed up. PUBLIC WORKS— SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, ro bvDc i tyo f fed era 1 wa v. co m ) Solid Waste & Recycling Design Considerations Solid waste and recycling design considerations for commercial or multi -unit residential housing include: Space Required and Enclosure Basics • 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 (attached). Note that this typically makes up only about 1/3 of the combined space needed for solid waste and recycling containers combined. • In general, per unit services costs are lower for larger containers emptied less frequently. Sites that do not allow ample space for containers will tend to have higher service costs over the long term. • Basic solid waste and recycling services can be accommodated within a single enclosure with clear interior dimensions measuring 10' deep by 20' across. A two -door swing -open or roll -open gate should span the front 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 both 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 convenient access to exterior containers screened by enclosure(s). Vehicle and Service Access Plan for unobstructed enclosure ingress and egress for service vehicles, preferably in -line with enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential `blind spots' during entry and while backing. 17-100167-00-PC Doc ID 7?196 Paul Grundhorfer February 1 T 2017 Pace 10 Screening Specification for Enclosures Consider landscaping, setbacks and screening requirements, based on FWRC 19.125.040 (4) & (5). Large Scale Projects and On -Site Waste Compaction • 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 elements for this equipment includes larger enclosure dimensions, defined overhead clearances, power utility access, and drainage management. o For grocery stores, restaurants, or multi -family facilities, "Self -Contained" waste compactors are preferred over "Stationary" or "Break Away" compactors. Compactors may need to be covered and connected to the sanitary sewer, since compacted wet wastes can cause leakage and surface water nuisances. • Mixed -use developments may also benefit from on -site waste compaction equipment. Additional mixed -use development considerations include: o DesiQnated chutes and/or internal facility maintenance areas or services for tenant use, o Movement of wastes and recycling items from interior units to collection areas, and o Enabling access by business tenants and/or residents to exterior waste and recycling enclosure(s). 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). COMMUNITY DEVELOPMENT —BUILDING DIVISION (Peter Lawrence, 253-835-2621, Peter.Lawrence(iz),citvoffede ra lway.com ) International Building 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 Inlernalional Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2014 Accessibility Code, ICC/ANSI A117.1 - 2009 Washington State Amendments WAC 51-51 Washington State Energy Code, 2015 WAC 5 1 -11 Building Criteria Occupancy Classification: B 17-100'_67-00-PC Doc ID 7;,96 PUL11 GrUnlIb011el- FebIli lry 17. 2017 Noe 11 Type of Construction: V-B Floor Area: 5058 Number of Stories: 1 Fire Protection: yes Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 A completed building permit application and commercial checklist required. (Additional copies of application and checklists may be obtained on our web site at www.cityoffederalway.com.) Submit _5_ sets of drawings and specifications. Specifications shall include: _2 Soils report, _2_ Structural calculations, and _2_ Energy calculations, _2_ Ventilation calculations. Note: A Washington State Registered architects' stamp is required for additions/alterations (new or existing) of 4,000 gross floor areas 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 project 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. Review Timing The first comment letter can be expected within 6-8 weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. 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. 17-I00I67-00-PC Dm IU:7i-'96 Paul Grundhofler Februar; 17.2017 Pace 12 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. 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. 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) Lakehaven's comments below, regarding the proposed dental & retail building development on tax parcel 4159200715. Water • A Certificate of Water Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. • Fire Flow at no less than 20 psi available within the water distribution system is a minimum of 2,500 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. if more precise available fire flow figures are required or desired. Applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for Availability). Current/2017 cost for a hydraulic model analysis is $210.00. • The site does not have an existing water service connection. • For water use during site construction/development, a hydrant meter may be rented from Lakehaven for this purpose. Please contact Lakehaven for further detail. A water service connection application 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. • Additional Lakehaven water easement may be necessary to accommodate new services/meters locations (typical minimum 5' from main, typical maximum 50' from main). • To satisfy premise isolation requirements, the installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic service meter is required pursuant to WAC 246-290-490 & Lakehaven standards regarding premise isolation. As a high health cross - connection hazard (dental office/facility), a reduced pressure backflow assembly (RPBA) is required. As a low health cross -connection hazards, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required adjacent to each irrigation service meter. If a fire protection system is required or proposed, a separate fire protection service connection is required, and as a low cross -connection hazard, a double check detector assembly (DCDA) or a 17-100'67-00-1)C Doc ID 7,'96 Paul Grundhoffer February 17. 2017 Page 13 reduced pressure detector assembly (RPDA) is required for 3" & larger fire protection service connections: for 2" & smaller fire protection service connections a separate full -flow meter with a Double Check Valve Assembly (DCVA) or reduced pressure backflow assembly (RPBA) is typical. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoe fl(@7Lakehaven.or , 253-946-5427) for additional information on premise isolation/BPA installation & testing coordination. • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Water Service/Meter Installation, Domestic, 1'/2" preliminary size: $4,230.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. • Water Service/Meter Installation, Irrigation, 1" preliminary size: $3,970.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. • Water Service/Meter Installation, Fire -Protection, 4" preliminary size (with 5/8"x3/4" flow -detection - only meter): $7,500.00+/- deposit. Actual size TBD by applicant's FP system designer. • Capital Facilities Charge(s)-Water: $3,476.00 per Equivalent Residential Units (ERU). Actual amount due TBD by Lakehaven based on applicant's estimated annual total water usage rate. One (1) Water ERU equals an annual average of 248 total water GPD used (90,420 GPY). Please contact Lakehaven for further detail. Sewer • A Certificate of Sewer Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. • The site does not have an existing sewer service connection. • A separate Lakehaven Sewer Service Connection Permit 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. Also, installation of an externally -located grease interceptor is required for all new restaurants & food service establishments, size to be determined by applicant's engineer. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. • Sewer Service Connection Permit Fee: $210.00. ■ Capital Facilities Charge(s)-Sewer: $3,325.00 per ERU. Actual amount due TBD by Lakehaven based on applicant's estimated annual domestic water usage rate. One (1) Sewer ERU equals an annual average of 210 domestic water GPD used (76,650 GPY). Please contact Lakehaven for further detail. 17-100'_67-00-PC Doc IU 7j'96 Paul Grundhoffer February 17. 2017 Page 14 General ■ All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages {http://%v,%vw.lakehaven.of?404/Develop>;t7ent-EngineeriEi ). • All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FiRE AND RESCUE (Chris Cahan, 253-946-7243, chris.cahangsouthkingfire.org) The required fire flow for this project is 1500 gallons per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. A hydraulic fire flow model shall be requested from the water district. Fire Hydrants: This project will require 1 fire hydrant; the existing hydrant will be pennitted. Fire hydrants shall be in service prior to and during the time of construction. Fire Sprinkler System: An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the suiTounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire - extinguishing system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 percent less than the correlative water supply curve pressure. Fire Alarm: A Fire Alarm System is required. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. Fire Department Lock Box: A recessed fire department "Knox" brand key box shall be installed on each building. 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). 17-100267-00-PC Doc ID 7S'96 Paul Grundhoffer February 17. 2017 Page 15 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, Jim Harris, 253-835-2652. We look forward to working with you. Sincerely, Jim Harris Planner enc: Concomitant Zoning Agreement FWRC 19.215.010 FWRC 19.215.020 Master Land Use Application Development Requirements Submittal Checklist Height Measurement Handout OPTED Checklist Wellhead Inventor, Sheet Lakehaven Attachment Map c: Ann Dower, Senior Engineering Plans Reviewer Erik Preston. Senior Traffic Engineer, Public Works Traffic Peter Lawrence. Building Division Chris Cahan. South King Fire & Rescue Brian Asbury. Lakehaven Water and Sewcr District n-ioo'a7-no-PC Doc ID,M96 COMMUNITY DEVELOPMENT DEPARTMENT RECEIVED W 33325 Avenue South CITY of Federal Way, WA 98003-6325 Federal Way253-835-2607; Fax 253-835-2609 YAN 18 2017 www.cityoffederaiway�? r-M OF FEDERAL WAY DDS PREAPPLICATION CONFERENCE Prior to submitting a formal application, a preapplication conference may be required between the applicant, and/or their representative, and the Federal Way Community Development Review Committee. The committee is composed of representatives from the City's Planning and Building Divisions, Public Works Department, South King Fire and Rescue, and Lakehaven Utility District. Preapplication conferences aid the applicant in preparing a complete project proposal, inform them of the procedures and requirements of the City code, and identify policies or regulations that apply to the proposal. Issues such as applicable site design requirements, necessary permits, design options, and answers to related questions are discussed at the conference. Preapplication conferences are scheduled within approximately three weeks from receiving the required information discussed below. Approximately one week after the conference, written comments will be sent to the applicant and/or agent. Please be advised that committee comments are based on submitted information. The more information submitted, the more detailed the response. Specific questions should be accompanied with as much information as is available. However, it is not expected that submitted plans will provide the level of detail equal to a formal application. RESPOND TO ALL INFORMATION RETURN A COMPLETED COPY OF THIS CHECKLIST WITH YOUR PREAPPLICATION MATERIAL ❑ Completed Master Land Use Application. ❑ Applicable fees; contact the Permit Center at permitcenterCc-.cityoffederalway.com, or 253- 835-2607. ❑ Seven (folded) copies of conceptual site plan drawn to scale. The plan does not have to be prepared by an architect or engineer, but must be legible, dimensioned, and representative of existing and proposed conditions. Maximum plan sheet size shall be 24 x 36 inches. For a thorough review by staff, the plans should depict as much of the following information as possible: Bulletin #044 — December 21, 2015 Page 1 of 2 k:\Handouts\044 Preapplication Conference SITE PLAN: • North arrow with scale. • Total gross floor area of all proposed floors or levels. ■ Site area. ■ Location of Environmentally Critical Areas. ■ Type of Construction and proposed Occupancy Type per the International Building Code. • Existing and proposed property lines, sidewalks, existing right-of-way improvements, and street edges with existing and/or proposed easements. • Dimensions of existing/proposed structures, parking and drive aisle layout, property lines and right-of-way, including location of barrier free stalls. • Existing and/or proposed access points, including driveways within 150 feet of the site OTHER INFORMATION (seven copies of each): • Vicinity map. Front, rear, and side building elevations indicating height. Provide a statement of architectural design intent, including finish materials and colors. Refer to Chapter 19.115 FWRC, (both sides of the street) measured from center lines of driveway (250 feet when development abuts Pacific Highway South and Dash Point Road). • Total existing and proposed parking stall count. ■ Approximate location of proposed storm drainage facilities. • Width of existing and proposed perimeter buffering. ■ Existing and proposed landscaping. Landscaping and trees may be shown in masses on the plan rather than indicating individual tree and shrub species. Refer to Chapter 19.125, Federal Way Revised Code (FWRC), Article I, "Landscaping," for further information. • Show proposed internal roadway design. "Community Design Guidelines," for further information. • Statement of existing and proposed use for all structures located on the site. ■ Floor plan. Projects will have "vested" rights for development to current codes and ordinances only upon having submitted a complete building permit or subdivision application, or following land use approval. Project Name: VkA'Cr L, &ILVU'vG File # Applicant or Agent: F Date: Intake Staff Initials: Date: ` U Bulletin #044 — December 21, 2015 Page 2 of 2 k:\Handouts\044 Preapplication Conference FILt: CITY OF �. Federal Way January 24, 2017 Paul Grunhoffer Weaver Architects 1411 4"' Avenue, Suite 810 Seattle, WA 98101 VIA email: paulg@weaverarch.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor RE: FILE NO. 17-100267-PC; PACIFIC DENTAL BUILDING PREAPPLICATION MEETING 1XX SW Campus Drive, Federal Way Dear Mr. Grunhoffer: The above -referenced proposal has been assigned to me as project planner. At this time, the application and preliminary site plan have been routed to the members of the Development Review Committee. A meeting with the project applicant and Development Review Committee has been scheduled as follows: Thursday, February 9, 2017 — 9:00 AM Hylebos Conference Room City Hall, Second Floor 33325 8"' Avenue South Federal Way, WA 98003 We look forward to meeting with you to discuss your proposal. Contact me at jim.harris@cityoffederalway.com if you have any questions. Sincerely, +, .limn Harris Planner c: Greg Goins, Winco Foods, 650 N. Armstrong, Boise. ID 83704 Doe, LD 76297 CITY OF I vii --: � si,4 k�rllm. I Federal Way MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`F Avenue South �AN�1 Federal Way, WA 98003-6325 C1V FE05 cNAl 253-835-2607; Fax 253-835-2609 ® www-ci offedetalway.com CQ APPLICATION NO(S) / Date Project Name &f.Arse, Property Address/Locadon Parcel Number(s) Project Description t - 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 Il (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 • tttw'M uNNY fir. Zoning Designation Cflmprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements Intcrrrnrrarl 1 Blrilding Code (IBC): Occupancy Type Construction Type Applicant ��pp Address: 14 n + oalE • , • �o City:`5tam. 5voenI InJt�t Zip: 9 P o ! p Phone: Z� Z-4e • i(� Fax: L%YI. 9&7 • Imo!' O 7L_ Email: rp,Ut�� • GQ� Signature. .f Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: i.. 1, aj (o rood S, LLC- Address: {r d 6 Jed. J41L,,, — f ily: Slate: Zip. Phone: eta $ b i Z- 2- Email: �?-�j'�►1►�� 19 W ; xe CA o*ddt',CCrr1 Signa . - e- „Z 60459 C *,d AJ51 Vr as- F_�,R F_.— - M Bulletin #003 -January 1, 2011 Page 1 of 1 k:Wandouts\Master Land Use Application lilll;k CITY OF Federal Way DATE: 1/31/17 TO: Jim Harris FROM: Ann Dower SUBJECT: PACIFIC DENTAL BUILDING - (17-100267-00-PC) 1XX SW CAMPUS DR PUBLIC WORKS DEVELOPMENT SERVICES DIVISION Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com Land Use Issues — Stormwater MEMORANDUM Public Works Department 1. Surface water runoff control and water quality treatment will be required per the 2016 King CountySurface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 20016 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 nine core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1" = 100', five-foot contour planimetric maps 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 and/or BMP's to meet this performance criteria. Target surfaces are outlined in Section 1.2.9.2.2 of the KCSWDM. BMP's will be required as outlined in section 1.2.9 of the KCSWDM. Large Lot BMP Requirements will apply. 3. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. In addition to the KCSWDM, our initial review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items are applicable: 1.b. Redevelopment which involves the construction or replacement of a building footprint or other structure having a surface area of 5,000 square feet or more, or which involves the expansion of a building footprint or other structure by 5,000 square feet of surface area or more; 1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; Therefore, water quality treatment will be required for the entire parcel, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM. 4. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at http://www.ecy.wa.gov/programs/sea/pac/index.html, or by calling 360-407-6437. Building (or EN) Permit Issues 1. Engineered plans are required for clearing, grading, and utility work. Plans must be reviewed and approved by the City. 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. Engineering review fees are $2,430.00 for the first 12 hours of review, and $112.00 per hour for additional review time. 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. 3. Bonding is required for all street improvements and storm water improvements 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 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. 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. CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: January 24, 2017 TO: Cole Elliott, Development Services Manager Rick Perez, City Traffic Engineer Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: Jim Harris 253 835-2652 jim.harris@cityoffederalway.com FOR DRC MTG. ON: February 2, 2017 - Internal February 9, 2017 9:00 AM - with applicant FILE NVMBER(s): 17-100267-00-PC RELATED FILE NOS.: None PROJECT NAME: PACIFIC DENTAL BUILDING PROJECT ADDRESS: 1XX SW Campus Drive, on pad in front of Winco ZONING DISTRICT: BC* w/development agreement. PROJECT DESCRIPTION: Proposed single story, approximately 5,000 square foot dental office building with associated site work. LAND USE PERMITS: TBD PROJECT CONTACT: PAUL GRUNDHOFFER MATERIALS SUBMITTED: Preliminary Site Plan Preliminary Floor Plans and Elevations CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE (DRC) Preapplication Conference Sign -In Sheet Pacific Dental Building I7-100267-PC, February 9, 2017 NAME WITH PHONE & EMAIL 4/A V " " lI v ` 6e-/ J Vy[C m `iZ,A V • i I �� V (I%/� \ (./ f. `mil v�/fC i ll'�� Y AV a LRwfo/ou 5,FW fW- Sr. /act J(` C9 �l.i4ti�E ff SASBuR &CA E.0 . a R: e laid S c "(s -Z S3 — 3 S— 273 2_ FTf = 2 (v L -'o-JA F, 41j� .cow 9YJ, C 0-m Ex. 46200710 Hydrant 160 11 00 Ex. Hydrant oa ti q 'X 4159200725 4159200715 Ex. 6" Sewer Svc Stub TL 0+97 x 22 x 7' N�In Ex. y oY Hydrant C C7 N q 4159200720: 178 132 2TRCT 19 04 17 125 NOTE: Lakehaven Water and Sewer Pacific Dental Building District neither warrants nor guarantees 17-100267-00-PC the accuracy of any facility information 0 30 60 provided. Facility locations and conditions are subject to field verification. Feet 2/8/2017 BIA r T KEYMAP •'G `VEITIMAL [1AlUA1- BASS 0F 8EVA71ON6 l il' NATIONAL GEODETIC VERTICAL DATUM OF 1929 - LI1111 r AS ADOPTED BY KING COUNTY GRADING AND STORM DRAINAGE PLAN NNRIM OAF MMON�UMENT CASE AT INTERSECTION OF S.W. CAMPUS DR AND I 1st AVENUE SOUTH. 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I RETAIL'B' I re' �:. 1 U -=,-I-- _�, ..__ ) e •I i. C8t 4 F.F. - 240.0 '�e• � �.=`, j Z_ m] CI�^ �3 l tttto — e .tip§y' 1 p O PROFOSIM I" C2Q CI3#3.,. BOUNDARY LIN RETAIL'A" sYarFT� Pei �l tars I' r• - ;± J�- ~ j 1 •�_�_ F.F. = 248.0 �f f _ ' y_. ! f '.� .. '•� CBia25 � CB1�2d PRGPa�A BWrAlAIM- •Z :I "w ~�d .�+ 1 �, A/� i -I / �� 11►1 _.. J [I'' ,ter a.r� ` G ,.L... • '• _ Fly R f►il�[{... S'ST•:':.-•;: - .'1_ EXISTING DRAINAGE EASEMENT o �>i�� r954 i gyl CANiQi}S V 1.1.�..'..•�:.. .. .. - = ty0 r REC 19208180718 1 y� PAW r, syar�sg� + _ - N06°37'56"W 88 356 5S ` •. �� [ - p=12° 05' 58 ° PH0P6ifY AREA DEVELOPMENT -14.07 ACRES 1 ' R N zv 18HEET C : �'-� , �. •�r L=139.37' SHEET C SHEET C8 ' sN �...r r.r.r.:. _..■....r..a •, �i `y /.-. ... i .71.q..ir r . • n • .r.rsrrr.r._._. .......... R•:as...•.sa r._........ j.r._.re_.rar.w.a_.�.�,_•�.e,_._._._._.we_.r. r. _._. _.w.a..r. _, _. _:..aa.a.,i x �z 777 7'24 L GENF7 W N s= �r7NNZ. R=660.00' PROPOSED EXISTING a o N t> • _ : ry-FJ - {.y - TYPE II CATCH BASIN �i N '\ ,z p=75`07'35' TYPE I CATCH BASIN ■ G Vl Z& N N W •{.. � �.% � •�}+ r -T•. .. STORM DRAINAGE LINE R=702.00' w N N SANITARY SEWER MANHOLE ++ _ 4 L=920.47' f f; _ 4 4 l ••• • T,,..- . .. fY � SANITARY SEWER UNE ..__ ._--_ WATERMAIN - ! �yG J/�►, �. CONTOUR ------- IOD--_____ f. a - N r� �• ROCKERY/BLOCKWALL mn1 D�� 118 151 W SPOT ELEVATIONS 250.0 F 1 SA - • :, d —'—�� PERM7 NO.: &.DB?ODW r '� •Y� STANDARD ASPHALT PAVEMENT HEAVY ASPHALT PAVEMENT CITY OF FEDERAL WAY -- -' - ljs�kFSitS.M�Y,t E N CONCRETE . « - APPROVED 5Y: DATE: _• t On. •'•mom 07'e r00 15 _ 1 St.,. I-tQ krc!i CV I 0 M NORfH 0 I ED 1 12'-0" 12'-0" 4'-0" 21'-4" 4'—O" _ 44'-8" 4'-0" 18'-0" ' 1.v 32'-0" 56$-0" DESIGNATED LOCATION FOR ELECTRICAL SERVICE GEAR AND METERING. REQUIREMENTS TO BE DETERMINED a Project no: Dcte Owner: 0 6' 12' 24' 16-199-00 01.13.17 PACIFIC DENTAL SERVICES SCALE: 1/8" = 1'-0" Scale: WEAVER ARCHITECTS, INC. 1/8"=P-0" Ttfe: 1411 FOURTH AVENUE, SUITE 810 ®RC8 ti�SEATTLE, WASHINGTON 98101 FLOORPLAN HITECTS P. 206.262.9622 F. 206.262.9507 0 I TOP HIGH PARAPFT 4' 25-0" TOP MID PARAPI 23'-0" TOP LOW PARAPI 21'-0" TOP OF ROOF 14-1 15'-0" GROUND FLOOR 114.1 0'-0" STUCCO FINISH FABRIC CANOPY, TYP. ALUMINUM STOREFRONT SYSTEM - ALUMINUM STOREFRONT SYSTEM NATURAL COLOR CONCRETE DRIVE-THRU WINDOW W/ ANODIZED FINISH, TYP. MASONRY UNIT, TYP. ARCHITECTURAL DESIGN INTENT: SEE ELEVATIONS FOR MATERIAL DESCRIPTIONS, MATERIALS SCALE, AND FINISHES TO COMPLIMENT THE ADJACENT WINCO FOODS BUILDING 0 6' 12' 24' SCALE: 1 /8" = 1'-0" Project no: Date: Owner: 16-199-00 I 01.13.17 ` PACIFIC DENTAL SERVICES WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 [ - SEATTLE, WASHINGTON 98101 ARCHITECTS P. 206.262.9622 F. 206.262.9507 Title: 1/8" = 1'-0" 1 SOUTH ELEVATION STUCCO FINISH, TYP. TOP HIGH PARAPET v 25'-0" TOP MID PARAPE 23'-0" TOP LOW R,4RAPE TOP OF ROOF 15'-0" d,GROUND FLOOR 0'-0 STUCCO FINISH, TYP- STUCCO FINISH, TYP. ALUMINUM 510KLFKUNI JT51LM rAINILU rIULLUYY MUML UUUR LLLVIIvunL, '4vnnn„ r" W/ ANODIZED FINISH, TYP. AND FRAME, TYP. SIZE TO BE DETERMINED ARCHITECTURAL DESIGN INTENT: SEE ELEVATIONS FOR MATERIAL DESCRIPTIONS, MATERIALS SCALE, AND FINISHES TO COMPLIMENT THE ADJACENT WINCO FOODS BUILDING 0 6' 12' 24 SCALE: 1/8" = l'-O" F�ojec: nc. I` Ovrre': 16-199-00 I 01.13.17 PACIFIC DENTAL SERVICES WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 Sc� 1/8" = P-0" T�; WEST ELEVATION TOP HIGH PARAPET 25'-0" TOP MID PARAPET 23 -O TOP LOW PARAPET I 21 -0 TOP OF ROOF 15 -0 FABRIC AWNING BEYOND r+nni Min ri nno NATURAL COLOR CONCRETE MASONRY UNIT, TYP. STUCCO FINISH CONCRETE MASONRY UNIT COLOR BANDS, TYP. FABRIC CANOPY, TYP. ALUMINUM STOREFRONT SYSTEM I ALUMINUM STOREFRONT SYSTEM W/ ANODIZED FINISH, TYP. W/ ANODIZED FINISH, TYP. STUCCO FINISH 0 6' 12' 24' SCALE: 1/8" = l'-O" 16-199-00 1 01.13.17 PACIFIC DENTAL SERVICES WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 ARCHITECTURAL DESIGN INTENT- ' A R C H I T E C T S SEE ELEVATIONS FOR MATERIAL DESCRIPTIONS, P. 206.262.9622 MATERIALS SCALE, AND FINISHES TO COMPLIMENT F. 206.262.9507 THE ADJACENT WINCO FOODS BUILDING 1/8" = 1'-0" EAST ELEVATION TOP HIGH PARAPET 25'-0" TOP MID PARAPET 23'-0" TOP LOW PARAPET 21'-0" TOP OF ROOF IV 15'-0" GROUND FLOOR 114.1 0 —0" ARCHITECTURAL DESIGN INTENT: SEE ELEVATIONS FOR MATERIAL DESCRIPTIONS, MATERIALS SCALE, AND FINISHES TO COMPLIMENT THE ADJACENT WINCO FOODS BUILDING --STUCCO FINISH ALUMINUM STOREFRONT SYSTEM NATURAL COLOR CONCRETE W/ ANODIZED FINISH, TYP. MASONRY UNIT, TYP. 0 6' 12' 24' SCALE: 1/8" = 1'-0" Owner: 16-199-00 l 01.13.17 PACIFIC DENTAL SERVICES WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 i . SEATTLE, WASHINGTON 98101 ARCHITECTS P. 206.262.9622 F. 206.262.9507 Scale: 1/8" = 1'-0" Title: NORTH ELEVATION