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15-105024Jim Ferrell, Mayor October 29, 2015 Mr. Jim Wolch BCRA Design 2106 Pacific Avenue Tacoma, WA 98402 Re: File #15-105024-00-PC, PREAPPLICATION CONFERENCE SUMMARY Federal Way Evaluation & Treatment Center,131h Place South, Federal Way Dear Mr. Wolch: i i y Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held October 22, 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 project and provided comments include staff from the city's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal lay 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 Senior Planner Stacey Welsh, AICP. She may be contacted at 253-835- 2634, or stacU welsh r ci off deralwa .tom. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The proposal is to construct a 10,964 square foot 16-bed evaluation and treatment center. According to the applicant, the facility shall admit adults in crisis, and/or representing a significant danger to self/others, or are gravely disabled as a result of a mental disorder who may present voluntarily or involuntarily for evaluation and treatment. Service and activities to be provided to clients are medical screening; psychiatric screening; risk screening; complete psycho-bio-social evaluation; and behavior and adoption of xecovery principles to the extent that the client may be returned to their previous, or another, less restrictive living arrangement with appropriate integration into aftercare services. 33325 8th Avenue South, Federal Way, WA 98003-6325 • (253) 835-7000 9 www.cityoffederalway.com Mr. Jim Wolch Page 2 October 29, 2015 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. • Planning Division 1. A Lot Line Elimination is required. 2. Additional design guidelines for Institutional Uses apply to the project, see FWRC 19.115.100(1)-(7). ■ Public Works Development Services Division 1. Surface water runoff control and water quality treatment will be required per the 2009 King County Surface iUater De ign Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM, or the regulations in place at the time that a complete application is submitted. It is anticipated that new regulations will be adopted in 2016. ■ Public Works Traffic Division 1. A Transportation Concurrency permit is required per FWRC Chapter 19.90. 2. In lieu of using ITE hospital land use, the applicant may submit a trip generation study to determine the number of trips generated by the proposed development. 3. Street frontage improvements and right-of-way dedication are required along the property frontage on 13th Place South per FWRC 19.135.040. 4. The current proposal needs to meet access management standards per FWRC 19.135.280. ■ Building Division 1. As part of the submittal package, provide an approval letter from the Department of Health (DOH) and T.A. ('Technical Assistant) notes that includes their specific requirements. - • Lakehaven Utility District 1. There is an existing 12 inch AC water main within a 10-foot wide Lakehaven easement (Plat of Secoma Business Park, Vol. 113, Pages 37-40), running across the western 10-feet of both parcels. Please contact Lakehaven for further detail. 2. There is an existing 8 inch PVC sewer main within a 10-foot wide Lakehaven easement (KCAF 197703080765), running across the northern portion of both parcels. If the proposed building footprint remains un-changed, this sewer main will need modification (new manhole, abandon existing main east of new manhole). Additionally, this existing sewer main was intended to provide service to the adjacent parcel 7681900030. This project will need to, at a minimum, reserve a private sewer easement from the existing sewer main that will remain, and/or the new sewer manhole north to this adjacent parcel. In addition to this private easement requirement, if applicant constructs a 6 inch sewer service stub to this adjacent parcel, these costs would be eligible for latecomer Mr. Jim Wolch Page 3 October 29, 2015 reimbursement in accordance with terms in RCW 57. Any or all of the described sewer work herein will presumably exceed typical costs (inspections) accounted for in Lakehaven's SSCP fee; therefore, a project account will be setup to capture and recover such excess costs. Please contact Lakehaven for further detail. ■ South King Fire and Rescue 1. An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding 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. 2. 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. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. Planning Division (Stacey Welsh, 253-835-2634; stacev welsh@�ityoffederalvvay cony) 1. Zoning Dws nation and Use — The subject property is designated Community Business (BC); the proposed use is a hospital, which is a petmitted.use in the BC zone as listed within and subject to the regulations set forth in the Use Zone Chart of FWRC 19.220.070. a. Per FWRC 19.05.080, "Hospital" means an institution providing primary health services and medical or surgical care to persons, primarily inpatients, suffering from illness, disease, injury, deformity, and other abnormal physical or mental conditions, and including, as an integral part of the institution, related facilities such as laboratories, outpatient facilities, extended care facilities, and/or training facilities. b. Per FWRC 19.05.050, a mental health facility is considered a Class II Essential Public Facility. Per FWRC 19.105.020(1)(b), Class II facilities are reviewed under the zoning provisions and processes found in their respective zoning districts; in this case, the BC zone requires a Process III. 2. Land UseApplicalion —Per the zone chart, the project requires a Process III land use application with SEPA. Process III is an administrative review conducted by city staff with a final decision issued by the Director of Community Development. The Process III decision criteria are contained in FWRC 19.65.100(2). a. With the application submittal, the applicant needs to provide details regarding the facility's operations and logistics of site use. For example, the typical time of day for patient release and the method by which patients are escorted from the site. 3. State Environmental Policy Act (SEPA) — Pursuant to FWRC 14.15.030(1)(c), the project is subject to environmental review under the State Environmental Policy Act (SEPA), as the proposal directly impacts lands covered by water pursuant to FWRC 14.15.020. An environmental threshold determination made Mr. Jim Wolch Page 4 October 29, 2015 by the Director of Community Development must be issued prior to land use or building permit approval. Public notice will be required as established in FWRC Title 14. a. Discussed at Meeting. If it is determined that the project does not affect the on -site stream, then "lands covered by water" would not be affected and SEPA would not be required. If SEPA is not required, then a Use Process II land use application is required rather than a Process III. 4. Land Use Review Timefraznes — 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 —Process III applications 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 Mirror, mailed to persons within 300 feet of the subject property, posted on the subject property, and placed at the city's three designated notice boards. 6. General Zoning Regulations —The Use Zone Chart of FWRC .19.220.070 provides regulations for the proposed hospital use, a permitted use in the BC zone. The following is only a portion of the zoning regulations governing the proposed use in the BC zone. The applicant should consult the referenced Use Zone Chart prior to submitting a Master Land Use Application: a. &gmited Yards, Lot Coverage, Building Height— Required yards, lot coverage, and building height for a hospital are: i. Front setback— 20' ii. Side/rear setback— 0'. iii. Maximum lot coverage — None. iv. Maximum building height — 35'-55' above average building elevation (AABE). See the Special Regulations and Notes from the BC Use Zone Chart, below. b. Parking — Required parking is one space for each three beds, plus one for each staff doctor, plus one for each three employees. The site plan shows 34 spaces; provide an analysis of how these spaces meet the required total with the use process application. Design criteria are based on the enclosed department handout. Typical 90-degree design standards are 9 x 18 foot stalls with 25-foot drive aisles. Wheel stops shall be provided on all stalls adjacent to pedestrian pathways. i. Discussed at Meeting: The parking area is shown on the site plan at the end of the easement at the northern part of the site. The applicant clarified their intention is to not make improvements in the easement, including striping parking stalls. c. Special Regulations & Notes — i. If approved by the Director of Community Development, the height of a structure may exceed 35 feet AABE to a maximum of 55 feet AABE, if all of the following criteria are met: 1. The additional height is necessary to accommodate the structure, equipment, or operational needs of the use conducted in the building, and/or all ground floor r-� Mr. Jim Wolch Page 5 October 29, 2015 spaces have a minimum floor -to -ceiling height of 13 feet and a minimum depth of 15 feet. 2. Building height may not exceed 30 feet AABE when located within 100 feet of a residential zone. 3. Building height over 35 feet is set back from nonresidential zones by one additional foot for each one foot of height over 35 feet. 4. Rooflines are designed to avoid a predominantly flat and featureless appearance through variations in roof height, forms, angles, and materials. 7. Landscaping — Landscape requirements are contained in FWRC Chapter 19.125, "Outdoors, Yards, and Landscaping." Following are the key landscape requirements for the project. a. A landscape plan prepared by a Washington State licensed landscape architect shall be submitted with the formal application. Please follow general guidelines outlined in FWRC 19.125.040(1) through (28) when preparing the site plan and planting schedule. b. Per FWRC 19.125.060(6), for properties within the BC zone: a). Type III landscaping Five feet in width shall- be provided along all properties abutting public rights -of -way and ingress/egress easements. b) Type III landscaping five feet in width shalt be provided along all perimeter lot lines except as noted in subsection (a) above. c. Parking L.ot Landscaping — Twenty square feet of interior lot landscaping per parking space must be provided in accordance with FWRC 19.125.070, "Parking Lot Landscaping" Type IV parking lot landscaping is required to be installed at the ends of all rows of parking and disbursed throughout the interior parking area. The site plan must list the specific size of each landscape island proposed for interior parking lot landscaping in order to verify the required calculation is provided. Landscape islands must be a minimum width of six feet between stalls and at the ends of rows. Lighting fixtures shall not replace any required interior parking lot landscaping. d. Discussed at Meeting: o Possibility of site fencing to further separate adjacent uses. o Retaining existing vegetation behind the building in the eastern portion of the site. The question was asked if required landscaping will need to be placed in front of the retained vegetation. The response is no, unless additional plantings are warranted to achieve the equivalent of the Type III landscaping (see FWRC 129.125.040[l]). 8. LotLh7e Elimination —A Lot Line Elimination is required for the project, as it includes two separate parcels (7681900010 and 768190020) and the proposed building is shown too close to the common property line to comply with the front yard setback on the eastern parcel. 9. Tree Density Requirements — A tree and vegetation retention plan as required under FWRC 19.120.040(2) must also be submitted with the Process III application. The tree and vegetation retention/replacement plan must be prepared by a certified arborist or certified landscape architect. The standards require each development to maintain a minimum tree unit density. As required under FWRC 19.120.130(2), the minimum tree density in the BC zone is 20 tree units per acre. The subject property's density would be 47 tree units (20 tree units x 2.37 acres). Mi. Jim Wolch Page 6 October 29, 2015 A tree unit is a value assigned to existing trees retained on the property or replacement trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must clearly show where the 47 tree units are to be located. The formal landscape plan must detail information about tree unit credits and replacement. The required number of tree units would likely be less than 47, given FWRC 19.120.130(3). Under that code section, the total number of tree units required to be provided is calculated by multiplying gross site acreage, minus any proposed public or private streets and regulated critical areas (excluding buffers). Despite this provision, trees located within critical area buffers shall be credited towards satisfying the tree units per acre requirement. If an applicant cannot provide for the minimum tree units per acre on site, off -site mitigation or fee -in - lieu payment to the city's urban forestry account may be approved by the Director of Community Development. See FWRC 19.120.140 for off -site mitigation and fee -in -lieu payment requirements. 10. Sireamr—,A stream is located on the property. The stream, associated buffer, and building setback must be delineated on the site plan in conformance with FWRC 19.145.150(4) and 19:145.260 (see FWRC 19.145.260). Per FWRC 19.145.120(1), essential public facilities are partially exempt from the provisions of the critical areas code and require written approval from the director as follows: a. Essential public facilities, public utilities, and other public improvements. The director may permit the placement of an essential public facility, public utility, or other public improvements in a critical area if no practical alternative with less impact on the critical area(s) exists. The specific location and extent of the intrusion into the critical area must constitute the minimum necessary encroachment to meet the requirements of the public facility or utility and not pose an unreasonable threat to the health, safety, or welfare on or off the subject property. The intrusion shall attempt to protect and mitigate impacts to the critical area function and values. The "public utility and other public improvements" shall not include improvements whose primary purpose is to benefit a private development, including without limitation, interior roads or privately owned detention facilities installed within or during the construction of a residential subdivision, binding site plan, or other commercial development. The director may require supporting documentation to demonstrate compliance with partial exemptions. 11. C'riifcalAres Revien, & Optional Direct Services Program — The applicant is responsible for providing a critical area report to the city and for covering the cost of the city's consultants who may review the reports. The city has a Critical Areas Review Optional Direct Services Program, which provides another option for obtaining the services of a qualified consultant (enclosed). 12. Clearing & Grading — The applicant is required to obtain clearing and grading plan approval as a component of Process III approval. Consult FWRC 19.120.040(1) for items that are required to be included on the plan, including the anticipated amounts of cut and fill. 13. Community Design Guidelines — Review of the proposal under the city's design guidelines, FWRC Chapter 19.115, is required for the project and will occur in conjunction with the Use Process review. The principal applicable guidelines for the project are noted below. However, this does not necessarily include all applicable guidelines, and project designers must consult the guidelines in their entirety in preparing an application. The application must include a written narrative identifying how the proposal complies with the applicable design guidelines, as detailed. NIr. Jim Wolch Page 7 October 29, 2015 a. F1Y1RC.19.115.050, Site Design — Refer to all sections of this chapter for site design standards. Key sections include: i. (1) General criteria (a), (b), (c), (d), (f), and (g) ii. (2) Surface parking lots (a), (b), (c), and (e) iii. (4) Pedestrian circulation and public spaces (a), (b), and (e) iv. (5) Landscaping v. (7) Miscellaneous (a) b. FWRC 19.115.060 Bui0ng DeriSn — Refer to all sections of this chapter for building design standards. Key sections include:. i. (2) Building facade modulation and screening options: 1. All building facades that are both longer than 60 feet and visible Erom either a right- of-way or residential use or zone and shall incorporate facade treatment according to this section. Subject facades shall incorporate at least two of the four options on each facade. Options intended to break up the mass of large buildings include: (a) facade modulation; (b) landscape screening; (c) canopy or arcade; and (d) pedestrian plaza. (This criterion applies to the western building facade.) H. (3) Building facades visible from rights -of -way should incorporate methods of articulation and accessory elements in the overall architectural design, for example display windows, window openings with visible trim material, vertical trellis, artwork, decorative masonry or metal patterns, or grillwork, relief, material variations, etc. (This criterion applies to the western building facade.) c. FWRC 19.115.070 Brefldin.g and Pedestrian Orientation — Requirements of this section apply to the project (FWRC 19.115.070[1][a]). d. FWRC 19.115.090(1) District Guidelines for the Community Business (BC) Zone —Requirements of this section apply to the project (FWRC 19.115.090[1] [a], [b], [c], [e], [q). Of note: i. For the .exercise yard, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter 19.125 FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark colox(s), and architectural element(s) such as pole caps and/or decorative grid pattern. e. FWRC 19.115.100 Institutional Uses— Per FWRC 19.05.090, institutional uses include hospitals. Requirements of FWRC 19.115.100[1]-[7]) apply to the project. i. Pedestrian. connection required per FWRC 19.115.100(2), which references FWRC 19.115.090(1)(i), which requires pedestrian walkways (minimum six feet wide) to be provided between the interior of the project and the public sidewalk. ii. Per 19.115.100(3), building facades that exceed 120 feet in length and are visible from an adjacent residential zone, right-of-way, or public park or recreation area shall incorporate a sigiuficant structural modulation (offset). The minimum depth of the modulation shall be approximately equal to 10 percent of the total length of the subject facade, and the minimum width shall be approximately twice the minimum depth. The modulation shall be integral to the building structure from base to roofline. (This criterion applies to the western building facade.) 14. Rooftop Mechanical Equipment— Per FWRC 19.110.070, vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the architecture tilr. Jim Wolch Page 8 October 29, 2015 of the building and obscures the view of the appurtenances from adjacent streets and properties. Please provide screening details on the elevation drawings. 15. Garbage and Reeyc'ling — The new building must provide trash and recycling facilities as described in FWRC 19.125.040(4) and FWRC 19.125.150. The trash enclosure area may not be located within landscape buffer areas, must be screened according to the landscape chapter, and must be architecturally consistent with the design of the primary structure on site. 16. Crime Prevention Through Environmental De ign (CPTED) — Pursuant to FWRC 19.115.010(2) and 19.115.030, CPTED standards will be applied during project review. A CPTED checklist (enclosed) must be completed and submitted with the Process III application. The city's Police Department and Planning Division will evaluate the formal application and review for compliance with the following CPTED principles: i. Natural Swvdil ance —Promote visibility of public spaces and areas. 1 Access Control— Identify techniques that deter unauthorized and/or inappropriate access. iii. Oavnership — Reduce perception of areas as ownerless. 17. Term ofApproval— FWRC 19.15.100(2) states that development activity approved through Use Process III must be substantially completed within five years of approval. 18. Applica4n Fees & Submittal— Please contact the Permit Center at 253-835-2607 for updated fee schedules for applications and permits. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732 ann.dower ciMoffederalway.com) Land Use Issues — Stormwater 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, or the regulations in place at the time that a complete application is submitted. It is anticipated that new regulations will be adopted in 2016. 2. 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. 3. The project lies within a Conservation Flow Control Area, thus the applicant must design the flow control facility to meet this performance criteria. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within an Enhanced Basic Water Quality Area. Water quality treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 4. In addition to the KCSWDM, our initial review suggests that FWRC Section 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following item(s) is(are) applicable (pick those that apply): 0 Mr. Jim Wolch Page 9 October 29, 2015 La. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; Lb. Redevelopment which involves the construction or replacement of a building footprint or other structure having a surface area of 5,000 square feet or more, or which involves the expansion of a building footprint or other structure by 5,000 square feet of surface area or more; 1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; 1.d. Redevelopment which involves the collection and/or concentration of surface and/or stormwater runoff from a drainage area of 5,000 square feet or more; Le. Redevelopment which contains or directly discharges to a floodplain, stream, lake, wetland, or closed depression, groundwater recharge area, or other water quality sensitive area determined by the Public Works Director, based on a written map, policy, water quality monitoring data or plan in existence or implemented by the Director prior to submission of•a redevelopment application which is determined to trigger application of this subsection, or based on information developed during review of a particular redevelopment application; 1.g. Redevelopment, other than normal maintenance or other than the tenant improvements, but including any increase in gross floor area, in any one consecutive 12-month period which exceeds 50 percent of the assessed or appraised value (whichever is greater) of the structure or improvement being redeveloped. The applicant may provide an appraisal of the improvement. The appraisal must be from a source acceptable to the City. The Director may require the applicant to provide an appraisal from a second source acceptable to the City if the assessed valuation appears to be inaccurate or inappropriate. If more than one appraisal is provided by the applicant or required by the City, the greater of the -two amounts shall be used. For purposes of this determining value under this section, improvements required pursuant to FWRC Sections 19.30.090 (nonconforming development), 19.30.110 (street/sidewalk improvements), 19.30.120 (nonconforming water quality improvements) and 19.135.030 (street/sidewalk improvements) shall not be counted towards the 50 percent threshold which would trigger application of this subsection; 1.h. Redevelopment of property which drains or discharges to a receiving water that has a documented water quality problem, as determined by the Public Works Director based on a map, plan, water quality monitoring data or a written policy in existence or implemented by the Director prior to submission of a redevelopment application determined to trigger application of this subsection, where the Director determines that the redevelopment requires additional specific controls to address the documented water quality problem. Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM. 5. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. Mr. Jim Wolch Page 10 October 29, 2015 6. Detention and water quality facilities must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. 7. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 8. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction storm water permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology by calling 360-407-6048, or at W[�P,E�y.�Qa.�mvlpro�:ams lwcllsmimwaterlcnixstivctionlindex,ht�nI. 9. If work is to be done below the ordinary high water mark, a Hydraulic Project Approval (HPA) permit may be required. Information regarding this permit can be obtained from the WDFW. Right -of -Way Improvements 1. See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long, for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the city through a statutory warranty deed. The dedicated area must have clear title prior to recording. 3. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. Building (or EN) Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the city. Engineering review fees are $824.50 for the first 12 hours of review, and $68.00 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. The Federal Way Public forks Development Standards Manual (standard detail drawings, standard notes, and engineering checklists) is available on the city's website.(n=.cityoffederalm .corn/inde_x.aslax?mid=171_) to assist the applicant's engineer in preparing the plans and TIR. 3. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 4. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year Mr. Jim Wolch Page 11 October 29, 2015 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 topograpluc survey information is shown on the plans, the vertical datum block shall include the phrase "DATUIVI: N.G.V.D.-29" or "DATUM:I<.C.A.S.," on all sheets where vertical elevations are called out. 6. Dra-,vings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at. a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. 9. Temporary Erosion and Sediment -Control (TESL) measures, per Appendix D of the 2009 KCSVfDM, are to be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarad .Joci affederalwa .com Transportation Concurrency Analysis (FWRC 19.90) 1. A concurrency permit is required for this development project. The concurrency analysis will determinq if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development project. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 2. Based on the submitted materials for 10,964 square feet (16-bed evaluation and treatment center), the Institute of Transportation Engineers (ITE) Trip Generation - 8," Edition, land use code 610 (Hospital), the proposed project is estimated to generate approximately 13 new weekday PM peak hour trips. This is the best available ITE trip generation land use that closely matches the proposal. The applicant's engineer may perform a trip generation study to determine the number of trips generated by the proposed development. The methodology for determining the trip generation shall be based upon the guidelines established in the most recent edition of the ITE Trip Generation Handbook. 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 during the pre -application conference. The concurrency applicant fee must be paid in full at the time the concurrency permit application is submitted with the land. use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. ' Transportation Impact Fees (TIF) (FWRC 19.91) 1. Based on the submitted materials for a 10,964 square foot hospital building, the estimate traffic impact fee is $36,266. Please note that 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. Mr. Jim Wolch Page 12 October 29, 2015 Street Frontage Improvements (FWRC 19.135) The applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Map III-19 (F \XaC 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: ■ Thirteenth Place South is a Minor Collector planned as a Type "R" street, consisting of a 40- foot street with curb and gutter, 4-foot planter strips with street trees, 6-foot sidewalks, and street lights in a 66-foot right-of-way. Assuming a symmetrical cross section, one -foot right- of-way dedication half improvements are required as measured from the street centerline. 2. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about a right-of-way modification requests are available through the Public Works Development Services Division. Please note. that these modification requests have a nominal review fee currently at $105.50. 3. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes, taper rate shall be WS^2/60, or as directed by the Public Works Director. Access Management (FWRC 19.135) 1. Thirteenth Place South is Access Class "4," which permits full access as close as 150 feet to any other street intersection or driveway, whether on or off the subject property. However, there shall be only one driveway per parcel on 13th Place South. Please show all neighboring driveways within 150 feet of the proposed driveway(s). 2. The applicant should preserve road easement along the north property ensuring access for the back property. 3. For driveways that serve uses other than single-family residential uses and zero lot line townhouse development; the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order to -provide adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the Public Works Director. Miscellaneous Safety Related Comments 1. The applicant's engineer needs to submit a Vehicle Turning Diagnm to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle (such as: Bus, Garbage Truk, and WB-62) can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. The site plan should be modified accordingly. 2. The application should be forwarded to King County METRO and Pierce Transit for any transit requirements. Mr. Jim Wolch Page 13 October 29, 2015 PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robe( itGoffederaltv_ay.conn) Solid Waste & Recycling Design Considerations • Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard debris, hazardous waste, or biohazard collection containers. Minimum recycling space allocation is established by FWRC 19.125.150. • For basic solid waste and recycling needs within a single enclosure, clear interior dimensions measuring 10 feet deep by 20 feet across are recommended, along with a two -door swing open or roll -open gate that spans the front width of the enclosure. When gate doors are opened, no structure or hardware should remain above grade across the enclosure opening. Gate pins/holes are preferred for holding gates inclosed 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. • Include a plan for user access to interior waste and recycling storage areas/containers, and to exterior containers screened by enclosure(s). • Include a plan for unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. Allow appropriate turning radii for service vehicles and minimize potential `blind spots' during ingress and egress. • Consider landscaping, setbacks, and screening requirements [based on FWRC 19.125.040[4] & [51). • Note that larger -scale commercial or multi -unit housing developments may see long-term savings from the use of on -site waste compaction equipment. Planning for this equipment may require larger enclosure dimensions, defused overhead clearances, consideration of power utility access, and drainage management. • Mixed -use developments may also benefit from on -site waste compaction equipment. Additional mixed - use development considerations include: o Designated chutes and/or internal facility maintenance areas or services for tenants; o Moving waste and recycling streams from interior units to collection areas; and o Access by business tenants and/or residents to exterior waste and recycling areas. Help with many design parameters related to service access is available via the city's contracted solid waste services provider, Waste Management (Contact: Senior Route Manager John Davis, 206-786-4530 [cell]). Mr. Jim Wolch Page 14 October 29, 2015 BUILDING DIVISION (Peter Lawrence, 253-835-2621, peter.lo.wrenceCc�r�. cit%Toffederal\x=ay.com) The following 2012 ICC codes will be applicable to this proposed project: International Byi'ultn,g Code (IBC), 2012 Washington State Amendments WAC 51-50 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 Washhh gton State Energy Code, 2012 WAC 51-11 International Fire Code (IFC), 2012 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2012 International Fuel and Gas Code (IFGC) 2012 Washington State Amendments WAC 51-52- 21000 Acressi&Al ; Code, ICC/ANSI A117.1 - 2009 WAC 146-337 as required for licensing and procedural implantation of rules and regulations per the Department of Health. (These rules are separate from the ICC codes establishing minimum regulations for building systems as adopted by the AHJ.) Building Criteria Occupancy Classification: I-2 Number of Stories: 1 Type of Construction: VA - Fire Protection: yes Floor Area: 10,964 sf Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 Complete buildings permit application and commercial checklist. (Additional copies of application and checklists may be obtained on our web site at ww%v cirvoffederalway.c=.) Submit five sets of drawings and specifications. Specifications shall include: _ Soils report, two Structural calculations, two Energy calculations, and two Ventilation calculations. Note: A Washington State Registered architect's 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 WErsheNgton (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. Specific Requirements Included in the Submittal • 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. N&. Jim Wolch Page 15 October 29, 2015 • HVAC diagram showing mechanical ducting and RTU specifications and locations with mechanical engineer stamp / WSEC mechanical compliance forms. • IBC Chapter 4 Section 407 Group I-2 requirements • Corridors o Waiting area and similar areas Care providers stations • Psychiatric treatment areas ■ Locking devices • Travel distances • Exit access through cars suites if applicable • Smoke barriers ■ Refuge areas • Independent egress provided from smoke compartments ■ Horizontal assemblies • Automatic sprinkler systems • Automatic fire detection 0 Secured yards IBC Chapter 5 General Building Heights and Areas • Table 503 allowable building heights and areas • Automatic sprinkler system increase per 5065.3 • IBC Chapter 7 Fire and Smoke Protection Features ■ IBC Chapter 8 Interior Finishes ■ IBC Chapter 9 (Fire Protection systems (reviewed by SKFR) • IBC Chapter 10 Means of Egress (include egress plan and occupancy loads) • Occupant load will be table 1004.1.1 ■ 1005- means of egress ■ 1006- means of egress illumination and emergency power • 1007- Accessible means of egress • 1008- doors and gates 1. Size of doors 2. Door swing 3. Security grills 4. Floor elevations at each side of the door 5. Landings 6. Thresholds 7. Door arrangements 8. Door operations 9. Locks and latches 1011- Exit signs ' 1014- Exit access • 1015-Exit and exit access doorways • 1021- Number of exits and configuration, ■ 10277 Exit discharge • IBC Chapter 11 Accessibility/ANSI 117'.12009 • Accessible route • Accessible entrances • Restricted entrances • Site arrival points • Within the site • Employee work area • 1109 Other features • Toilets and lays in restrooms • Signage 2012 International Mechanical Code ■ Chapter 3 General regulations: Listed and labeled • Protection of structures • Equipment and appliance location ■ Access and service ■ Exhaust systems ■ Duct systems ■ Combustion air 2012 International Fuel and Gas Code • Chapter 3 general regulations • Gas piping installations Mr. Jim Wolch Page 16 October 29, 2015 2012 Uniform Plumbing Code • Chapter 3 General regulation • Chapter 4 Plumbing fixtures and fixture fittings • Chapter 5 water heaters • Chapter 6 Water distribution • Chapter 7 Sanitary drainage ■ Chapter 8 Indirect waste • Chapter 9 vents • Chapter 10 Traps and Vents 2012 Washington State Energy Code • Mechanical compliance forms ■ Energy compliance forms • Lighting compliance forms/ daylight zones • Commissioning Compliance Checklist(C408.1.2.1) ■ Envelope compliance forms • Occupancy sensors C103.2, Information on Construction Documents — Construction documents shall be drawn to scale upon suitable material. Electronic media documents are permitted to be submitted when approved by the code ofcial. Construction documents shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and show in sufficient detail pertinent data and features of the,building; systems, and equipment as herein governed. Details shall include, but are not limited to as' applicable, insulation materials and their R- values; fenestration U-factors and SHGCs; area -weighted U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, sizes, and, efficiencies; economizer description; equipment and systems controls; fan motor horsepower (hp) and controls; duct sealing, duct and pipe insulation and location; lighting fixture schedule with wattage and control narrative; and air sealing details. Federal Way reviews plans on a first in, first out basis; however, there are some ,small prg eas with inconsequential review segwiremrents that may be reviewed out of order. Review Timing The first comment letter can be expected within six 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 Division 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, Mr. Jim Wolch Page 17 October 29, 2015 electrical contractor, and any other interested party, should attend this meeting. Meetings will occur at the Building Division and will be scheduled by the inspector of record for the project. Department of Health Requirements: • An approval letter (that includes their specific requirements) from D.O.H (T.A. notes. Technical Assistant notes provided by D.O.H.) is required as part of the submittal package. ■ WAC 246-337-001, Scope and Purpose • WAC 246-337-005, Definitions ■ WAC 246-337-04, Review of Construction documents + WAC 246-337-110, Use of Seclusion and Restraint ■ WAC 264-337-120, Facility, Environment, and Space Requirements ■ WAC 246-337-125, Toilet Rooms and Bathrooms 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, BAsbu lakehaven.or ) Water • , A Certificate of Water Availability (enclosed) issued separately by Lakehaven maybe required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one (1) year from date of issuance. If the Certificate is needed, allow one to two work days to issue for typical. Fire flow at no less than 20 psi available within the water distribution system is a minimum of 3,400+ gpm (approximate) for two hours or more. Hydraulic model results (FF #213) indicate that Lakehaven's standard maximum allowable velocity of 10 feet is exceeded at a fire flow rate above 3,400 gpm. If more precise available fire flow figures are required or desired, the applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for availability). Current 2015 cost for a hydraulic model analysis is $200.00. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. If additional hydrant(s) is (are) required or indicated, or if any existing water distribution facilities are required to be relocated, a Developer Extension Agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional detail and/or design requirements can he obtained from Lakehaven by completing and submitting a separate application to Lakehaven for a Developer aaension Agreement (enclosed). Lakehaven encourages owners/ developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • The site does not have an existing water service connection. • A water service connection application (enclosed) submitted separately to Lakehaven is required for each new service connection to the water distribution system, in accordance with standards defined in Mr. Jim Wolcb Page 18 October 29, 2015 Lakehaven's current "Fees and Charges Resolution." Non -single-family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections and meters. Installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic and separate irrigation service meter is required pursuant to WAC 246-290-490 and 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. For the separate fire protection service connection, as a low cross -connection hazard, either a double check detector assembly (DCDA) or a reduced pressure detector assembly (RPDA) is required for three inches and larger connections. For two inches and smaller connections, a separate full -flow meter with a Double Check Valve Assembly (DCVA) or RPBA is typical. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoepfl@Lakehaven.org, 253-946-5427) for additional information on premise isolation and BPA testing coordination. • If applicable, the associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven, prior to activating any new domestic or irrigation water service connection(s). 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 determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/ deposits and are due at the time of application for service. All Lakehaven fees/charges/deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. o Water Service/Meter Installation, Domestic (V/z"): $5,140.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. o Water Service/Meter Installation, Irrigation (11/2"):.$5,140.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. o Water Service/Meter Installation, Fire -Protection (5/8" x 3/a"): $250.00 charge. o Capital Facilities Charge(s)-Water: $3,629.00 per Equivalent Residential Units (ERU). Total CFC due TBD by Lakehaven based on applicant's estimated annual water usage. No water system capacity credits are available for this property. Please contact Lakehaven for further detail. o Other (describe): $ None anticipated. • There is an existing 12 inch AC water main, within a 10-foot wide Lakehaven easement (Plat of Secoma Business Park, Vol. 113, Pages 37-40), running across the western 10-feet of both parcels. Please contact Lakehaven for further detail. Sewer • A Certificate of Sewer Availability (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). The certificate is valid for one year from the date of issuance. If the Certificate is needed, allow one to two work days to issue for typical. The site has one existing sewer service connection (SSCP 10723, enclosed) with no record of this connection being previously disconnected. Mr. Jim Wolch Page 19 October 29, 2015 A separate Lakehaven sewer service connection permit (enclosed) is required for each new connection to the sanitary sewer system or any modification (re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Minimum pipe slope for gravity sewer service connections is two percent. In addition to all other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. 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. All Lakehaven fees/charges/deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. o Sewer Service Connection Permit Fee: ,$360.00. o Capital Facilities Charge(s)-Sewer: ,$3,209.00 per ERU. 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 9.44 ERU. Total CFC due TBD by Lakehaven based on applicant's estimated annual domestic water usage. Please contact Lakehaven for further detail. o Other (describe): $ None anticipated. There is an existing eight inch PVC sewer main, within a 10-foot wide Lakehaven easement (KCAF 197703080765), running across the northern portion of both parcels. If the proposed building footprint remains un-changed, this sewer main will need modification (new manhole, abandon existing main east of new manhole). Additionally, this existing sewer main was intended to also provide service to the adjacent parcel 7681900030. This project will need to, at a minimum, reserve private sewer easement from the existing sewer main that will remain and/or the new sewer manhole north to this adjacent parcel. In addition to this private easement requirement, if applicant constructs a six inch sewer service stub to this adjacent parcel, these costs would be eligible for latecomer reimbursement in accordance with terms in RCW 57. Any/all of the described sewer work herein will presumably exceed (inspections) typical costs accounted for in Lakehaven's SSCP fee; therefore, a project account will be setup to capture and recover such excess costs. Please contact Lakehaven for further detail. General • Utility conflicts should be identified and coordination (if necessary) should occur as early as possible in the planning process. Project will need to avoid encroachment with existing Lakehaven facilities and easement(s). New perimeter landscape requirements may conflict with existing water easement terms & conditions, and if so owner should coordinate any required revisions with the City and Lakehaven early in the pre-design/planning phase to avoid delays in overall project development. ■ All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Vince Faranda, 253-946-7242, Vince.Faranda cI s uths in fire.or ) 0 The required fire flow for this project is 1,500 gallons per minute. Mr. Jim Wolch Page 20 October 29, 2015 + This project will require no additional fire hydrants. Existing fire hydrants on public streets are available for this project. • Fire hydrants shall be in service prior to and during the time of construction. • Fire apparatus access roads shall be provided when any portion of the facility, or any portion of an exterior wall of the first story of the building, is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. o EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, the distance can be increased 20 percent. Fire apparatus access roads: o Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. o Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. o Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. ■ Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. ■ Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. ■ An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding 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. ■ 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. 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). r1 Mr. Jim Wolch Page 21 October' 29, 2015 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, Senior Planner Stacey Welsh, 253-835-2634, or stacev.welsh@dtyoffederalway.com. We look forward to working with you. . Sincerely, ✓ �—IA� Stacey Welsh, AICP Senior Planner enc: Bulletin 001 `Process III Submittal Requirements' Bulletin 003 `Master Land Use Application' Bulletin 206 `Lot Line Elimination' Bulletin 042 `Parking Lot Design Criteria' Bulletin 002 `Mailing Labels' Bulletin 050 `SEPA Environmental Checklist' Bulletin 022 `CPTED Checklist' Bulletin 078 `Critical Areas Review Optional Direct Services Program' Lakehaven Utility District Maps & Handouts c: Peter Lawrence, Plans Examiner Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Utility District Vince Faranda, South King Fire & Rescue Cameron Coltharp, Telecare Corp., 1080 Marina Village Parkway, Suite 100, Alameda, CA 94501 1 S"A[ )070 �1 = 1230 121 7681900040 33410 7681900045 33400 g"DI ..D 9265030035 33504 9265030040 1336 NOTE: Lakehaven Utility District 14 neither warrants nor guarantees the a 1f accuracy of any facility information provided. Facility locations and conditions are subject to field �r1LIT DI verification. 7681900030 33460 D 9265030030 1500 1721049047 33333 1721049112 I 33427 4300101 10' A 926503002 33525 Federal Way Evaluation $ Treatment Center 15-105024-00-PC 150 300 Feet 10/15/2015 CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE (DRC) Preapplication Conference Sign -In Sheet Federal Way Evaluation & Treatment Center Project 15-105024-00-PC October 22, 2015 NAME WITH PHONE o —Ann GJ L-3 a, .�ORIAnl �S$n� Dewe-1q-Avv-Y, �­ s vC-,- 44(F vc, 7-14, ��tu_p) O-to�T ^z �. 510-71.7-2107 �IM11wou UeA5 U2. Dodd 5 A�t A KB Z��. 3 s3. ��2Z_ CRf k5� Nf�Z $ 25-Cp21— goij �1 4k FederalOF Way commercial Site Inspection Map Site Address: 33427 Pacific Highway SO D96030 251h �rr Jim Ferrell, Mayor October 2, 2015 Mr. Jim Wolch BCRA Design 2106 Pacific Avenue Tacoma, WA 98402 FILE - Re: File #15-105024-00-PC; PREAPPLICATION CONFERENCE SCHEDULED Federal Way Evaluation & Treatment Center, off 13th Place South, Federal Way Dear Mr. Wolch: The Community Development Departm&nt is in receipt of your p:reapplication conference request. The application has been routed to members of the Development Review Conunittee and a meeting with the project applicant has been scheduled as follows: 9:00 a.m. —Thursday, October 22, 2015 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 81h 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 meat s acev.welsh citvoffederalway.com, or 253-835-2634. Sincerely, Stacey Welsh, AICP Senior Planner c: Cameron Coltharp, Tclecare Corporation, 1080 Marina Village Parkway; Suite 100, Alameda, CA 94501 Uoc, LU. 71010 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: 10-2-15 TO: E.J. Walsh, Development Services Manager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Lindsey Tiroux, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator Rick Perez, City Traffic Engineer FROM: Stacey Welsh, Planningi FOR DRC MTG. ON: 10-15-15 - Internal 10-22-15, 9:00 - with applicant FILE NUMBER(s): 15-105024-00-PC RELATED FILE NOS.: 15-103953-00-PC (same applicant/different site) 08-101215-00-UP, 07-103142-00-PC PROJECT NAME: FEDERAL WAY EVALUATION & TREATMENT CENTER PROJECT ADDRESS: 13TH PL S (Parcel #s 7681900010 & 7681900020) ZONING DISTRICT: BC PROJECT DESCRIPTION: Proposed 10,964 square foot 16-bed evaluation and treatment center. LAND USE PERMITS: Use Process III and SEPA PROJECT CONTACT: BCRA DESIGN JIM WOLCH 2106 PACIFIC AVE, Suite 300 TACOMA, WA 98402 MATERIALS SUBMITTED: Master Land Use Application Project Description Vicinity Map Statement of Architectural Design Intent Site Plan, Floor Plan, Elevations 41kt MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RECEIVED 33325 81h Avenue South CITY OF Federal Way, WA 98003-6325 53-835- Fax 253-835-2609 FederaI Way OCToCT 01 Z015 www.ei( nffederalwa .com CITY OF CDSRAL WAY APPLICATION NO(s) / / Date 10.02.15 Project Name Federal Way Evaluation and Treatment Center Property Address/Location 33500 13th Place South, Federal Way Parcel Number(s) 76819 10 0010, 768190 0020 Project Description PI,F.ASF. PRINT X 31, AX NEW 16 BED EVALUATION AND TREATMENT CENTER Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination X 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 Cot. Comprehensive Plan Designation Value of Existing Improvements *J XO 000 Value of Proposed Improvements International Building Code (IBC): Z Occupancy Type yn Construction Type Applicant Name: JIM WOLCH / BCRA Address: 2106 PACIFIC AVENUE, WA City/State: TACOMA, WA Zip: 98402 Phone: 253.627.4367 Fax: Email: JWOLCH@BCRADESIGN.COM Signature: (NA,_ 1 e )A "/ Agent (i lulBrent than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: CAMERON COLTHARP / TELECARE CORP. Address: 1080 MARINA VILLAGE PARKWAY, SUITE 100 City/State: ALAMEDA, CA Zip: 94501 Phone: 510-717-2107 Fax: Email: 0 P@TELECARE ❑RP.COM Signatur . Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application Y OF Federal Way FRONTAGE IMPROVEMENTS CHECKLIST The following checklist is intended to be used to assist Public Works Traffic Division in determining streets frontage improvements requirement in meeting FWRC 19.135 and Nexus. I. Background rL. 1. Project Name: T ^���e d�t� V•� F.-�t ��•'y I a 'R �Vecc �Qt 2. DRC meeting Date: Oct. 6, 2015 File Number: 15-105024-00-PC 3. Project Location: 13'h PI S � Csl-t�w/ 4. Project Description: Construct 16 beds eval. and treatment Center approx. 10,964 SF 5. . Identify adjacent development zoning within 1/2 mile of the proposed site (check all if applicable): ® Commercial/Retail ® Schools/Parks ® Multi/Single Family H. Frontage Improvements Per FWRC 19.135 1. Please check whether this is a new, redevelopment or expansion project. ® New ❑ Redevelopment ❑ Expansion If this is a redevelopment or expansion project, please verify in meeting the 25 percent threshold per FWRC 19.135.030 (a). ❑ Less than 25% ❑ Exceeds 25% ® N/A 2. Identify streets frontage improvements per FWRC 19.135.040 (provide X-section and ROW dedication). All frontage improvements including ROW dedication should be measured from street centerline. Streets Frontage Street Cross Section R ROW Dedication (Feet) ROW Dedication (Sq. Ft.) A. 13`h PI S 1 238 B. C. Total requested ROW dedication (sq. ft.) 238 Total ROW Dedication per code (300 Sq. ft. per daily trip) III. Traffic Generation and Distribution 1. Identify Land Use Code and Trips for existing and future project during Critical Hours (hours of largest impact) for analysis based on the Latest Institute of Transportation Engineers Trip Generation Manual. Existing Building Land Use Code: Description: Proposed Project Land Use: ITE LU 630 (closest) Description: Drug Treatment Center/Office Building Peak Period 1. Existing Trips (Credit) 2. Proposed Project Trips Net New Trips = 2-1) A.M. Peak Facility Peak P.M. Peak 12 12 ADT- Saturday Peak Saturday Daily Sunday Peak Sunday Daily "If ADT is not available, for estimate use PM peak multiply by 10. IV. 2. Identify pedestrian activities and provide data source if available. If not available, estimate pedestrian trip generated by proposed development. How many pedestrian is expected to be generated by the proposed project? ® None ❑ 1 or More Please check expected pedestrian type. ❑ School ❑ Elderly ❑ General Data source: 3. Trip Distribution. Utilizing existing land use and traffic condition to estimate trip distribution and identify road(s) that new trips will be using. Provide location of new facilities and existing facilities impacted by increased traffic. Identify site access points, functional classification, and ADT of streets fronting the proposed development. w N Access Est. Ne Streets Frontage Classification points ADT Est. s � Minor 1 1,000 — 12 A. 13 Pl S Collector 5,000 B. C. D. Additional information: Existing frontage has 45' pavement width with 8' sidewalk and vertical curb for the length of the street. Street Frontage Improvements - Transportation Improvement Plan (TIP) and Capital Improvement Plan (CIP) - FWRC 19.135.030 (f). 1. Is there any street frontage impacted by TIP/CIP? ❑ Yes ® No (See CEP and latest adopted TIP) If yes, please identify TIP/CIP project and cost: _ a. If the development proposal has frontage on a project listed in the City's Transportation Improvement Plan (TIP,) and that project is deemed fully funded. the Applicant shall dedicate right-of-way consistent with adopted Comprehensive Plan and any additional planned turn lanes. b. If the development proposal has frontage on a project listed in the City's TIP and that project is not fully funded, the Applicant shall pay a pro-rata share of the TIP project of the City's estimated construction cost for street frontage improvements in accordance with the following formula. In addition, the Applicant shall dedicate right-of-way consistent with adopted Comprehensive Plan and any additional planned turn lanes. Pro-rata = development site frontage X (TIP Project Cost — Value of Dedicated share linear feet) Right -of -Way) total project frontage (linear feet) C. If the development proposal does not have frontage on a project listed on the City's Six -year TIP, the Applicant shall dedicate right-of-way consistent with adopted Comprehensive Plan and any additional turn lanes and construct these street frontage improvements. V. Safety and Non -motorized Facilities 1. Check Transit Service and Pedestrian Facilities - Numbers of bus stopping and pedestrian activities around the project. ® Adequate width of sidewalk (suggest min. of 5 feet) ® Sidewalks connect to Schools/Parks ® At ultimate grade ® Pedestrian facility connections to other development and bus stop Location of bus shelters or drop-off areas: Bus stop located at 13t" PI & S 336`i' St 2. Collision Data during latest 3 calendar years along streets frontage route. A. 13`h ® None ❑ 1 to 3 ® 3+ B. ❑ None ❑ 1 to 3 ❑ 3+ C. ❑ None ❑ 1 to 3 ❑ 3+ I 3. Verify Level of Service (LOS) and queues at immediate impacted intersections next to street frontage. ■ S 336`h St & 13' PIS.: LOS B with v/c at 0.51 with existing lane configurations 4. Identify Turning radii and sight distance at proposed accesses. r VI. Recommendation/Conclusion 1. Are street(s) frontage Improvements Warranted based on the analysis? ® Yes ❑No If warranted, please identify which frontages meets warrant and whether the applicant will be required to build the improvements or contribute pro-rata. Streets Frontage Build Comments(Yes/No) Since the existing street has pavement width of 45' with A. 13t' PIS Yes an 8' sidewalk along the entire length. The applicant may submit a modification request for waiver or to -modify the required improvement. B. C. D. Additional comments on this project: Per code, the applicant may request street modification. This will be determined by the PW director on a case -by -case basis to ensure consistency. L:\DEPT\PW\TRA\Frontage Checklist\Telecare Treatment on 13th Pl S Checklist.doc C :?M sae n.r n '_ fisccl n l.govie m 199M1b F slleSilNHL � +' n '- z'3�hOS 4Ca A% CITY of Estimate of Development Traffic Impact Fees Federal Way Scroll down and complete the steps outlined below: Please fill in the required information in the yellow highlighted boxes. STEP #1: General Information Enter the following information Project Name FW Evaluation & Treatment Center File Number 15-105024-00-PC Street Address City, State Zip Federal Way, WA Parcel Number (s) Traffic Impact Fee Estimated By SL Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet. STEP #2: Land Use Type Select the proposed Land Use Type(s) from the drop down memu below. Enter the proposed number of units for the Project Proposed Land Use Type (s) 1 16. Hospital 2) "NONE" 3) —NONE.. 4) "'NONE — Unit of sF/GFA N/A N/A N/A Number of Unit(s) 10964 $ Impact Fee Rate per Preliminary Impact 3.21 $ 35,209.97 $ 35,209.97 STEP #3 - Credit/Change in Use (If Applicable) This step applies to development proposal to change existing building or dwelling use. Provide any impact fee previouly paid for the land use category of the prior use IMPACT FEE AMOUNT PAID FOR (Do not include administration fees). PRIOR USE For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the prior use. If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the current impact fee rate in affect for the prior use. Fill out the lines below of the prior use. Proposed Land Use Type (s) Unit of Measure Number of Unit(s) Impact Fee Rate per Preliminary Impact Unit of Measure Fee Amount 1) ""NONE** N/A $ $ 2) **NONE'* N/A $ $ 3) **NONE** N/A $ $ STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. (8036) - Traffic Impact Fee (Before adjustment) $ 35,209.97 Credit/Adjustment including Change of Use $ - (8036-1) Administrative Fee (3%) $ 1,056.30 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 36,266.27 Timing of Traffic Impact Fee (TIFF Payment For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single- family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred, but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions and prior to building permit issuance for un-platted single-family residential lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact fee. G U O 41 �r W -,i 4J si w -ra ro UA tT w 0 4 1) - a) •w a) o Q) to ro m � q a to w E b 0 N al 0 G si -ri J-) w co -ri o 0 ro O r Si ti .1 -ri W w 44 0 D> 4J ro a °~�"> W ro a a-C4 a roi N 0 0 a) (Ad a N 0 W w 4J Hi N O 0 Fi 'OO ?. ro N° •.rii N w a) U? 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A A t7 tal N. a) to N a) N H Fi n Q -.+ > O U 0 H 4J A A Si 14 n• > r W W a) q to >, z G N v •.i -ri m U U N a a) a) o a) a� A E4 u -�i O fQ •-� 0 O -ri a) ro J� ri 'ri it ii a) Q J-) w J-3 W 0 ro H a) w v al ro w N ro ro N N N -ri M -ri l� 4 R� 04 f,' n- m H 0 ii /� O CL b) � J, )d -rl � H ii -ri M a) V m )-I d S (d � 43 3 a 0 J.) b � 0 0 N J-) 4-) O -ri •'I i) N H J-) -ri Id b N u •.i -ri •ri W -ri 13 -ri N 1) 4J N a) O ro � 41 0 O CL W (d a) v 0 0< ro ro H )4 N r♦ n n� 1 a) 4) < W ii a) a) W a) 0 k ro O 0 X b a u a a m 0 a D eW a M W u U a Q n U F E+ � Z z 0 >, z u) a a F 3 3 a�3: w W a H w w Telecare King County Evaluation and Treatment Facility 3350013th Place South The project consists of the development of two vacant parcels (2.36 acres) and construction of an approximately 11,000 square foot new Evaluation and treatment facility with related sitework and parking for approximately thirty-four stalls. The Telecare King County E&T shall admit adults (age 18 and over) in crisis, and/or representing a significant danger to self/others or are gravely disabled as a result of a mental disorder who may present voluntarily or involuntarily for Evaluation and Treatment. The Telecare King County E&T shall be comprised of a maximum occupancy of 16 beds. The facility includes client bedrooms, kitchen and dining, day room, outdoor exercise area, Services and activities to be provided to clients of the E&T are medical screening, psychiatric screening, risk screening, complete psycho-bio-social evaluation, peer support and treatment with the intent of stabilization, improvement in mental status, behavior and adoption of recovery principles to the extent that the client may be returned to their previous, or another, less restrictive living arrangement with appropriate integration into aftercare services. Materials and Type of Construction The building will be slab on grade, wood framed with plywood siding, manufactured wood trusses and asphalt shingle roofing. it will comply with Type 5B construction with Fire sprinklers. Areas of Concern We would like to confirm the use classification, zoning and land use requirements, site development and frontage requirements and understand timelines for site development permits and building permits. _ d w 7 4 •. - . �. i-.S:any-yi8l- -CI [� '11 �T �] i:. •• �'� _ _�. � Q—_ `Cy.. H ]� .Ills+—•Iq� ..._ vk v � „:— r fflififlfflllilEHfl � - Ju� III HIND IIE ' " iiririrrirrfriir � 49 a 1 E l� it � � ,3ir.•a;•s r q �C � � 1 r _1 F 10.01.15 33500131h Place S, Federal Way Telecare Evaluation and Treatment Facility STATEMENT OF ARCHITECTURAL DESIGN INTENT The building is a simple wood framed gabled roofed structural with four projecting wings around a central control axis. The gables are roofed with composition laminated shingles. The exterior walls are detailed with a Cement plaster wainscot and plywood or Hardi-panel above with wood battens. The walls will be painted with an earth tone palette to fit in with the neighboring buildings. Windows will be aluminum framed. At the entry, the building will have concrete columns and an exposed decorative wood truss. The site will feature native plantings, bike rack and a seating bench. FEDERAL WAY EVALUATION & TREATMENT CENTER TELECARE CORP. 33500 13TH PLACE SOUTH, FEDERAL WAY, WA 98003 VICINITY MAP: r wc—, —..... ..... PROJECT TEAM: OWNER TELECARE CORP. 1080 MARINA VILLAGE PARKWAY, SUITE 100 ALAMEDA, CA 94501 CONTACT: CAMERON COLTHARP EMAIL: owItharp@telecarecorp.com CELL: 510-717-2107 FAX: 510-550-2653 ARCHITECT BCRA, INC 2106 PACIFIC AVENUE, SUITE 300 TACOMA, WA 98402 CONTACT. JIM WOLCH EMAIL- jwolch@bcradesign.com PHONE: 253.627.4367 PROJ E CT DATA: PROJECT DEMR IION- NEW EVALUATION AND TREATMENT FACILITY. ACRES: 2 36 (103,098 SQUARE FEET) BUILDING DATA: PARCEL: 7OB190-0010 768190-0020 SITE ADDRESS: 3350013TH PLACE SOUTH FEDERAL WAY, WA 98003 LOCAL JURISDICTION: CITY OF FEDERAL WAY BUILDING GROSS FLOOR AREA: SINGLE STORY-10,964 GSF CONSTRUCTION TYPE: TYPE V-1HOUR OCCUPANCYTYPE: 1-2 FULLYSPRINKLED PROJECT GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SUBMITTING INC- 2. FIELD VERIFY EXISYWGCOf1DmON5 ANO NOTIFY THE OWNSER OF AHYOISOREPAHCIE6 FROM CONDITIONS SHOWN ON THE DRAW IN GS PRIOR TO START OF WORK 3. NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERW.S REVIEW ALL SHEETS AND AMY NOTES TO RELATED 8UILOING COW DRENTS. 4. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER APPLICABLE NOTES, ASSREVIATKI44S. AND SYM BOL$- 5. WHERE MATERtA1.S ARE APPLIED TO. OR ARE IN DIRECT CONTACT W ITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMME NCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR APPLICATION INTENDED. 6. ISOLATE OISSIM9LAR METALS TO PREVENT GALVANIC CORRQ,410f E Y ED OCT 41 2015 CITY OF FEDERAL WAY CDS m r6 06 Z 0 0 O W } :D J < Z \ W W W U U- W F— O } L I 00F W g U I-W�a U Q 0N d wN O -I I..L I.L uoi ELLU !] F- 10.01.2015 14224 rX,nna COVER BCRA 19 G 1.00 PREUMINARY D O w a M I I I I COMMERCIAL USE EXISTING DRIVE AND PARKING (E)(ISTING ROAD EASEMENT) ' I I i TRASH IGENERATOR , 6 I 1 AMBULANCE PARKING COUNT: I ENTRANCE EXERCISE YARD (32) STANDARD STALLS (2)A.CCMSLE STALLS 2a• P.M 7.-0. f , 0 0 1 b 5; o I a MAIN ENTWWCE I 1 § �I �I '-0' TYPICAL � I ------------------------------- I I TYPE III LANDSCAPE BUFFER, TYPICAL (VISUAL BARRIER) I ABONDON EXISTING ACCESS POINT 1 I I I DENSE LANDSCAPE 1 BUFFER 1 I I 13r-0- POTENTIAL STORM DRAINAGE I I I FACLITYL.00ATION /L�lZ/�f/ZfZ/1Z/ I COMMERCIAL USE 1 (KINDERCARE) I I I l 1 I t I , I I PROJECT DATA: 1 aRaEcr DEs1;RIPRD�+• NEW EVALUATION AND TREATMENT FACILITY. 1 U ACRES: 236 (103.098 SQUARE FEET) 1 I PARCEL- 76819D-0010 76819041020 SITE ADDRESS: 3350013TH PLACE SOUTH FEDERAL WAY, WA 98003 5-0' TWN:AL LOCAL JURISDICTION: CITY OF FEDERAL WAY BUILDING GROSS FLOOR AREA: SINGLE STORY-10,964 GSF Tl'PE III LA* DSGAPE BUFFER. TYPICAL(VISUAL BARRIER) /T CONSTRUCTION TYPE: TYPE V-1HOUR I-2 OCCUPANCYTYPE FULLY SPRINKLED !A- 9 It !/I N o f w Lo fII � 6J / fl O 1 U 1ar-s sre- zt1///_Z/��l/1�_ COMMERCIAL USE /fl PLAN SITE PLAN ° 20 '° • = 20'-0" SCALE: 1' = 20'-0' 06 Z 0 m O Z)W 3: UJI WU W W I- Z) aZ 0 W UO� D w ~ Q F_ U LU W W ^^ p d LU LL m 10.01.2015 SITE PLAN BCRA IN A1.01 PRELIMINARY I Y I TOTAL SF: 10, 465 MAIN ENTRANCE PLAN NORTH MAIN FLOOR PLAN — OVERALL °° °° - - - ° ° to 4 I I I GENERAL NOTES 1 DIMENSIONS ARETO GRID, OR FACE OF STUD, UNO 3 REFER TO ENLARGED PLANS FOR ADDITIONAL AND DIMENSIONING. 4 ALL CONDITIONS ARE EXISTING UNLESS NOTED OTHERWISE 9 RE FER TO 13101 FOR CODETNFORMATTON AND LOCATION OFSMOICE BARRIER AND*R FIRE FATED WALLS 6 PROVIDE SMOOTH AND SEAMLESS TRANSITIONS BETWEEN NEW AND EXISTING a T FOR INFORMATION ON MECHIWMIUJELECTRICALIPLUMBING, REFER TO MEP DRAWINGS- 8 PROTECT EXISTING SYSTEMS, FINISHES, AND ACCESSORIES 9 REMOVE ANY SYSTEMS AND ACCESSORIES REQUIRED TO PERFORM WORK PROTECT AND REINSTALL 10 ANY CONSTRUCTION AFFECTED BYTHE REMOVAL OR DEMOLITION OF EXISTING BUILDING SYSTEMS SHOULD BE PATCHED AND REPAIRED TO MATCH ADJACENT BUILDING FINISHES IN A CONSISTENT MANNER 11 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DEMOLITION COORDINATION REQUIRED. LEGEND FLOOR DRAIN, REFER TO ® PLUMBING NEW FRAMED WALL DOUBLE 2x4 WD, STUDS@ 24. O.C. WI 510• GWB EACH SIDE NEW FRAMED WALL 2x4 W D STUDS @ 24' OC W/5/B-GWB EACH SIDE UNO. EXISTING PARTITION .II -'III L� BED, 38-xB0- r-I L_J WARDROBE, 19-x30- r, LJ NIGHTSTAND, 22• x 22• _' J L- EXISTING DESK FLATSCREEN TV MAIN FLOOR PLAN KEYNOTES 1 FULL HEIGHT FRAMED WALL, 2.4 WO STUDS @ 24. O.C. UNO. TYP 2 NEW WOOD FRAMED INFILL WALL REFER TO LEGEND FOR ASSEMBLY 3 EMERGENCY EXIT PLAN 4 EXAM TABLE 5 EXAM LIGHT 6 LAUNDRY FOLD DOWN TABLE 7 REVERSE SWING ON EXISTING DOORS PROVIDE ANTI SECLUSION RM. RESTROOM v4• = V-0• 06 Z g O } W J Q Z \ / W W WU LL 2 W H O W W 0o 0 3 a U - Q IF OW LU W o OL F- F— m �vmua ew 10.01.2015 W.G 14224 -_ cc01aC MAIN FLOOR PLAN - OVERALL BCRA A2.01 PRELIMINARY n o s EXTERIOR LIBOVE GOO,REERTOELECO,AND CENTERED P80VE DOOR, REFER 70 ELEC C l�1 I I I I I I I } I II I I I 1 I I ] I I I I i + ! t I I I I RTH ELEVATION YI I I i _ TA. ROOF FRA" G Y-0' FINISH FLOIXt �l 0' k I I I 1 f I I I r� 50UTH ELEVATION ppF tl _....._.... -'__. _._._..._._ 06 M Z o O i> W > J QZ wU LL wF 0_ Z W W 002 5 D- U - l ~ Q m U 0 ui OTC OLLC U) L F- A r Evsw6 w 10.01.2015 —0 14224 cenn. s�rmu EXTERIOR ELEVATIONS BCRA 19 vars� wl. rJY, YE �u.oeirsc.�m sFxT A3, 01 PRELIMINARY I EXTERIOR UGtMNGMOVNTEG AT R-0"UNO, AND CENTERED ABOVE DOOR. REFER TO REC. 4 3 � � I I I IIl I I — I � I I I I I 1 ? d O FINISH CARPENTRY FIXED METAL WALL LOUVER FIBER GLOSS PLYWOOD PANEL SIDING CEMENT PLASTER WAINSCOT I I REINFORCED ROOFING I SHINGLES I I I I — _ 70.R(>OFFiLV41NG /4 9'-0 �7 Ulm FINISHFLOOR /1 I 1 I I I I EAST ELEVATION 1/8" = V-0" 3 1 I I I t I l L L I � F I I I I - 2a10 FIWSHC ENTRY CONCRETE COLUMN FIXED METAL WALL LOWER FREINFOIBER RCSS PLYWOOD PANELrDING EED ROOFING SHINGLES CEMENT PLASTER WAINSCOT I I I I IFilW1�` �� _ 111111 j{j{ �ti~I ,I Mi Ij I i I I I WEST ELEVATION `a 06 Z C, 0 O i fw- 3 Q Z w w w Lu U " w 0 >- w w O a LLI �/ N LU LL/� LL c LU L I— a- o m 7 10.01.2015 eouw 14224 EXTERIOR ELEVATIONS BCRA 19 A3.02 PRELIMINARY