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11-105147RECEIVED 8Y Ct]lvH UNITY ❑EVELOPMEI IT DEPARTMENT JAN 0 7 2013 BEFORE THE HEARING EXAMINER FOR THE CITY OF FEDERAL WAY Emily Terrell, Hearing Examiner Pro Tern RE: Korean -American Calvary Baptist Church Process IV No. 11-1051147-00-UP FINDINGS OF FACT, CONCLUSIONS OF LAW AND DECISION -- -"— - — INTRODUCTION The Korean -American Calvary Baptist Church ("KACBC") requests approval of a Process IV Hearing Examiner decision for the proposed redevelopment of the church property to include a new 20,276sf facility and a 7,980sf sports court with upgrades to the stormwater facility, the parking area, landscaping. The proposal will include the demolition of an existing building and the renovation of another existing building. The application is approved subject to conditions. ORAL TESTIMONY Matthew Herrera, Associate Planner, summarized the staff report. In response to questions by the Examiner, Mr. Herrera described the enhanced landscaping adjacent to the single family residence on the south side of the church property and along 8t' Avenue South. Both the adjacent property and the street would be screened from view and shielded from headlight glare. Mr. Herrera also noted that the proposed sports court would have lighting that met the City's guidelines for cut offs and shielding such that no lumens of light would reach the adjacent property. No one spoke in opposition to the project. No adverse impacts were identified. Mr. Dan Balmelli, the Project Civil Engineer for Barghausen complimented the City staff and thanked them for their assistance in meeting permit requirements. EXHIBITS See list of exhibits at page 9 of the December 13, 2012, staff report for the subject application. In addition, a hard copy of the PowerPoint presentation was introduced as Exhibit O. FINDINGS OF FACT Procedural: 1. Applicant. The applicant is KACBC, represented by Dan Balmelli of Barhausen Engineers and Benny Kim of An and Kim Architects. 2. Hearing. The Hearing Examiner conducted a public hearing on the application at 2:00 p.m. at Federal Way City Hall on December 20, 2012. {PA0754783.DOC;1 \ 13041.900000\ } 3. - SEPA. The City of Federal Way issued a DNS for the proposed action on October 9, 2012. No written comments were received, and no appeal was filed. Substantive: 4. Proposal Description. The applicant proposes to construct a new 20,276sf church facility on a 6.47 acre site which contains an existing 9,186sf building. The site is located at 37515 8h Avenue South in Federal Way. As part of the project, a portion of the existing building will be removed and the remainder will be remodeled to provide a 4,812sf youth center. The proposal includes the creation of a 7,980sf lighted sports court, upgrades to the existing stormwater system and the creation of a 120-stall parking area with associated landscaping. The water mains Will be extended an e existing septic system wi ee increase or a i ional capacity. The church congregation will contain seating for up to 300 people. 5. Characteristics of the Site and Surrounding Area. The building site is a single tax parcel (King County 322104-9091) of approximately 6.70 acres in size. The site is currently developed with a 9,186sf church building a 31-stall parking lot. The site surrounds a single family residential parcel on three sides along the southern property line of the subject. All of the current improvements are situation on the northeastern portion of the property. The proposed improvements will also be on the northeastern portion of the property with the exception of the stormwater facility on the western portion and the proposed sports court on the southeast side adjacent to the single family home. The parking lot will front 8t' Avenue South on the eastern portion of the property. The site's topography is generally flat on the developed portion of the site and slopes downward to the northwest and west corner of the property. Slopes are 6-15 percent. The subject is within the Hylebos Creek drainage basin, a salmon bearing stream. No critical areas are located on the subject property. Surrounding land uses consist of very low density single family uses and vacant land. The Comprehensive Land designation is single family — medium density residential and the zoning is RS 35.0. 6. Adverse lm acts/Ade uac of Infrastructure. No testimony was provided against the project. No adverse impacts are anticipated from the project. a. Public Comments. The owner of the adjacent property to the south, Jeff Carvelho, submitted a comment letter on March 6, 2012 (Ex. F). Mr. Carvalho's property is completely surrounded by the church property on the west, north and east sides. Mr. Carvelho expressed concern regarding the water line easements on the subject property and requested information as to the fire district's capacity to provide service to his property. The City routed Mr. Carvelho's concerns to the Lakehaven Utility District and to the South King County Fire and Rescue District. The City provided Mr. Carvalho with a consolidated response on March 9, 2012 describing the lack of a public water line easement to Mr. Carvalho's property and suggesting Mr. Carvalho coordinate with the church during renovation to ensure his access to water is maintained. A condition of approval will require the applicant to coordinate with Mr. Carvalho, and not the other way around. South King County Fire and Rescue commented that they will be able to fight fire at Mr. {PA0754783.DOC;1\13041.900000\ } Carvalho's property with both the existing and new fire mains without the need to cross the church's property with fire hose. b. setbacks and Landsca in . The required yard setbacks for the church are all 30 feet. The site plan (Ex. I) shows the new church building, parking area and sports court will be considerably closer to Mr. Carvalho's property than the existing improvements. The sport court and parking area will be within 33 feet of Mr. Carvalho's eastern property line while the new building will be 37 feet from his northern property line. A Type III, 10-foot wide landscaping strip is required for non-residential uses in a single family zoning district (FWRC 19.125.060). FWRC 19.125.070(5)(b) requires a Type I landscaping screen for all parking areas adjacent to residential zones. The applicant proposes a Type I landscape screen along 8'h Avenue South and adjacent to Mr. Carvalho's property to shield against headlight sweep from the parking lot. The remaining perimeter landscaping will be Type III to provide buffering from adjoining uses. The new sports court will also be adjacent to Mr. Carvalho's property. The City's design guidelines require the lighting to be 20 feet or less in height and have both cut offs and shields. Staff testified the photometric lighting plan anticipates no lumens of light will reach Mr. Carvalho's property from the sports court or parking area. c. Stormwater. The applicant is required to meet the 2009 King County Surface Water Design Manual (KCSWDM) and the Federal Way Addendum to the manual. The applicant is proposing an infiltration facility consisting of five trenches measuring 6' wide by 142' long by 4' deep to catch flows from the proposed building, southern parking lot and sports court. The remaining new impervious surface flows will be tight -lined in a 12-inch pipe and directed to a 7' wide by 150' long biofiltration swale which will discharge to the infiltration facility. d. Parking. The existing vehicle parking area holds 31 vehicles. The new 300 person church will require a total of 75 new stalls. The applicant proposes to provide 120 stalls with 21 of them being compact spaces. The applicant has designed the new parking area in conformance with FWRC 19.20.050(9), FWRC 19.130.170 and the applicable landscaping code. e. Tree Retention. There are 41.5 tree units existing on the site. Another 134 tree units are proposed to meet the City's requirement of 179.5 tree units for this site. The applicant has proposed to provide an additional 138 tree units. f. Fire Protection. The South King County Fire and Rescue District is requiring the installation of a new fire hydrant in addition to the existing fire hydrant. The applicant will also be required to install an automatic fire sprinkler system in the new building. g. Water and Sewer. The applicant will increase capacity and extend the water main to its southern boundary and also to the west and then to the north in compliance with Lakehaven Utility District requirements. Both the southern and northern {PA0754783.DOC;1\13041.900000\ } termini will be capped for future connections. The existing sewer service is a septic system which will be expanded in compliance with Public Health Seattle and King County codes. h. Streets. The subject has access along Wh Avenue South at two points. A transportation concurrency analysis determined the project would not cause any affected intersections to fall below their required level of service. The applicant will be subject to the City's transportation impact fee. The applicant will also provide improvements along 8t' Avenue South which will include an extension of the asphalt roadway, a stormwater ditch, a six-foot sidewalk and streetlights. Additionally, the applicant will dedicate five foot of right of way. _ _ As proposed and with the mitigation recommended by staff the project has no discernable adverse impacts and is served by adequate infrastructure. CONCLUSIONS OF LAW Procedural: 1. Authority of Hearing Examiner: FWRC 19.200.050 requires Process IV approval for the construction of churches upon properties zoned for residential single family use. The Examiner has the authority to conduct hearings issue a final decisions on Process W applications. Substantive: 2. Zoninp- Designation: Single Family RS 35.0. 3. Review Criteria and Application. FWRC 19.70.15 governs the criteria for Process IV approvals. Those criteria are quoted in italics below and applied to the application under corresponding Conclusions of Law. All criteria have been satisfied for the reasons identified below. Process IV Criteria FWRC 19.70.150(3)(a): [The project] is consistent with the comprehensive plan; 4. The Process IV request was reviewed and determined to be consistent with the following goals and policies contained in the Federal Way Comprehensive Plan: 2.5 Urban Design and Form; "Improve the appearance and function of the built environment" (Policy LUG 1). 5. The project will dedicate property and provide for infrastructure improvements along 8 h Avenue South. The applicant will also pay the City's transportation impact fee. Stormwater and parking improvements are also required. The project has also been subject to administrative {PA0754783.DOC;1\13041.900000\ } design review (Ex. C), which resulted in a condition of approval to improve the function of pedestrian facilities. These improvements will improve the function of the built environment. 2.8 Land Use Designations: "Protect residential areas from impacts of adjacent nonresidential uses" (Policy LUPl5). 6. As noted in Finding of Fact No. 6, additional landscape screening will be provided along 8th Avenue South and surrounding Mr. Carvalho's property to the south and west to protect the adjacent residential areas from headlight glare and to provide a visual barrier. There also was no testimony in opposition from adjoining property owners other than Mr. Carvalho's request for information about the water lines and fire protection services. A condition of approval will require 1ha applicant to work wi . Cary a to mamtam s water avai a i ity uring and after the project. The project is adequately designed and mitigated to protect adjoining residential uses. 6.5 Capital Facilities Goals and Policies; "Provide the capital facilities needed to serve the future growth anticipated by the FWCP" (Policy CFP13). 7. As noted in Finding of Fact No. 6, the project will pay its fair share of necessary future traffic improvements. There is nothing in the record to suggest that the project should contribute to any other existing or future capital facility projects. FWRC 19.70.150(3)(b): [The project] is consistent with all applicable provisions of this title and all other applicable laws; 8. As noted in the staff report, staff have verified that the project is consistent with all applicable development standards. Section VIII of the staff report outlines the compliance of the project with the Zoning Code, and the Examiner adopts this section by reference. The project complies with all applicable development standards as required by FVWRC 19.7.150(3)(b). FWRC 19.70.150(3)(c): [The project] is consistent with the public health, safety, and welfare; 9. As noted in Finding of Fact No. 6, there are no significant adverse impacts associated with the project. The project also provides a valuable community service. For these reasons, the project is consistent with the public health, safety and welfare. FWRC 19.70.150(3)(d): The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, 10. As noted in Finding of Fact No. 6, traffic impacts and stormwater impacts are fully mitigated. The water and sewer systems will be upgraded to meet present and future needs. The criterion is satisfied. FWRC 19.70.150(3)(e): The proposed access to the subject property is at the optimal location and configuration for access; {PA0754783.DOC;1113041.9000001 } 11. Staff have determined that the proposed vehicle access points will provide adequate circulation for entering/exiting vehicles from/to 0 Avenue South. Pedestrian access will be provided via new sidewalks along 81h Avenue South and within the subject property. DECISION The Process IV application is approved subject to the following condition. 1. The applicant shall coordinate with Lakehaven Utility District and Mr. Jeff Carvalho, the property owner to the south, to ensure that Mr. Carvalho's water supply is not interrupted during or after the project construction. Dated this lst day of January, 2013. Emily Terrbll Hearing Examiner Pro Tem City of Federal Way FWRC 19.7.170 - Appeals of the hearing examiner's decision. ( 1 ) Who may appeal. The decision of the hearing examiner, which is not the final decision of the city, may be appealed by the applicant, persons who submit written or oral comments to the hearing examiner, persons who specifically request a copy of the written decision, or by the city. (2) How and when to appeal. A written notice of appeal must be delivered to the department within 14 calendar days after issuance of the decision of the director. The appeal must be accompanied by cash or a check, payable to the city of Federal Way, in the amount of the fee as established by the city. The notice of appeal must contain: (a) A statement identifying the decision being appealed, along with a copy of the decision; (b) A statement of the alleged errors in the hearing examiner's decision, including specific factual findings and conclusions of the hearing examiner disputed by the person filing the appeal; and (c) The appellant's name, address, telephone number and fax number, and any other information to facilitate communications with the appellant. (3) Transcript. The appellant shall either pay an amount sufficient to cover the cost of preparing the written transcript of the hearing examiner hearing, at the cost of $16.00 per hour, or make separate arrangements to prepare the transcript from tapes of the hearing provided by the city, at appellant's sole cost. The prepared transcript shall be submitted to the city hearing examiner {PA0754783.DOC;1\13041.900000\ } secretary for distribution no later than 20 days prior to the date of the hearing on appeal, and shall be accompanied by an affidavit or certification by the appellant as to the accuracy and completeness of the transcript. The cost of the transcript shall be refunded to the appellant if the appellant substantially prevails on appeal. The city council shall decide whether appellant substantially prevailed on appeal and that decision shall be final. The transcript refund shall be limited to actual costs of transcript preparation as follows: (a) City staff preparation. Hourly cost of preparation. (b) Appellant preparation from tapes evidence sufficient to the city. Actual costs as shown by certified receipt or other (4) Jurisdiction. Appeals from the decision of the hearing examiner will be heard by city council. (PA0754783.DOC;1\13041.900000\ ) } J r sf LW CITY OF Federal Way NOTICE OF PUBLIC HEARING Notice is hereby given that the City of Federal Way Hearing Examiner will hold a public hearing at 2:00 p.m. or soon thereafter on Thursday, December 20, 2012, in the Federal Way City Council Chambers, 33325 811' Avenue South, Federal Way, WA. Project Name/File Number: Korean -American Calvary Baptist Church / 11-105147-00-UP Requested Decision and Project Description: The applicant is requesting a Process IV "Hearing Examiner" decision pursuant to Federal Way Revised Code Chapter 19.70. The applicant proposes church facility improvements that include a new 20,276 square -foot sanctuary building, 7,980 square -foot sports court, 4,812 square -foot youth center (remodeled existing building), 120-stall parking area, stormwater upgrades, increased septic capacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square - foot building to accommodate proposed improvements. Applicant: Benny Kim, 7415 Lake Ballinger Way, Edmonds, WA 98026 Project Location: 37515 8`h Ave South, Federal Way, WA 98003 Date Application Received: December 29, 2011 Date Determined Complete: February 10, 2012 Date of Notice of Application: February 24, 2012 Permits Required by this Application: Process IV `Hearing Examiner' (File 11-105147-UP); Environmental Threshold Determination (File 1I- 105148-SE); and Traffic Concurrency (File 12-100430-CN). Development Regulations to Be Used for Project Review: Federal Way Revised Code Title 14, `Environmental Policy'; Title 16, `Surface Water Management'; Title 19, `Zoning and Development Code.' Environmental Documents: Subsurface Environmental Site Assessment; Technical Information Report; and Environmental Checklist. Public Comments and Appeals: Any person may submit written comments to the Hearing Examiner by delivering these comments to the Community and Economic Development Department prior to the public hearing date or by giving these directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the hearing and/or request a copy of the decision. Only the applicant, persons who submit written or provide verbal comments to the Hearing Examiner, or persons who specifically request a copy of the written decision may appeal the land use decision. Details of appeal procedures will be included with the written decision. Availability of File: The official project file and existing environmental documents are available for public review during normal business hours at the Community and Economic Development Department, 33325 8t' Avenue South, Federal Way, WA 98003. Staff Contact: Matthew Herrera, Associate Planner, 253-835-2638 Published in the Federal Way Mirror on November 30, 2012. Doc I D. 62591 4,k CITY OF Federal Way FILE COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT STAFF REPORT TO THE FEDERAL WAY HEARING EXAMINER Korean -American Calvary Baptist Church Process IV `Hearing Examiner's Decision' Federal Way File No. I I-105147-00-UP PUBLIC HEARING December 20, 2012 2:00 p.m. City Council Chambers Federal Way City Hall — 33325 8'� Avenue South Report Prepared by: Matthew Herrera, Associate Planner Report Date: December 13, 2012 I. PROJECT INFORMATION AND BACKGROUND Name of Project: Korean -American Calvary Baptist Church City File No(s): Process IV File 11-105147-UP & Environmental File 11-105148-SE (Exhibit A) Staff Recommendation: Approval Summary of Proposal: Proposed redevelopment of church property to include a new 20,276 s.f. facility and 7.980 s.f. sports court with upgrades to stormwater facility, parking area, and remodel of existing building. Site Location: The subject property's formal address is 37515 8t' Ave S., Federal Way, WA 98003 and parcel identification number 322104-9091. A vicinity map is enclosed as Exhibit B. Applicant/Agent: Benny Kim, 7415 Lake Ballinger Way, Edmonds, WA 98026 Comprehensive Plan & Zoning Designations: Single -Family - Medium -Density Residential and RS 35.0, respectively. Key Dates: Master Land Use application submitted December 29, 2011 Application determined complete February 10, 2012 Notice of Application issued February 24, 2012 Community Design Guidelines decision issued November 2, 2012 Determination of Nonsignificance (DNS) issued October 9, 2012 Notice of Public Hearing issued December 1, 2012 Public Hearing scheduled December 20, 2012 City Staff Representative: Matthew Herrera, Associate Planner, 253-835-2638 II. REQUESTED DECISION The applicant is requesting a Process IV "Hearing Examiner" decision pursuant to Chapter 19.70 of the Federal Way Revised Code (FWRC). Land use applications that propose improvements and additions to developed sites considered major improvements by FWRC 19.15.030(3) shall be processed under Process IV as indicated by the use zone chart FWRC 19.200.050. Pursuant to FWRC 19.70.150(2), the Hearing Examiner shall issue a decision on the Process IV Master Land Use application within 10 working days following the close of the public hearing. This proposal is subject to the requirements of Chapter 19.115 Community Design Guidelines. An administrative design review and approval was administered for this proposal pursuant to Process IV administration procedures set forth in FWRC 19.70.010. The Director of Community and Economic Development issued a written decision and findings regarding the project's consistency with the Community Design Guidelines November 2, 2012 (Exhibit C). The effect of this decision is contingent upon Process IV project approval by the Hearing Examiner. Staff Report to the Federal Way Hearing Examiner I 1-105147/Dm I.D. 62696 Korean -American Calvary Baptist Church Page 2 III. PROJECT PROPOSAL The applicant proposes to redevelop the existing church facility to include a new 20,276 square -foot church, 7,980 square -foot sports court, 4,812 square -foot youth center (remodeled existing building), 120- stall parking area, stormwater upgrades, increased septic capacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square -foot building to accommodate proposed improvements. IV. ENVIRONMENTAL REVIEW The proposed improvements exceed State Environmental Policy Act (SEPA) flexible thresholds adopted by the city, specifically FWRC 14.15.030(1)(c) "For office, commercial, recreational, service or storage buildings up to 12,000 square feet gross floor area, and up to 40 parking spaces." Therefore, an environmental threshold determination is required prior to any land use decision or building permit. Following staff review of the environmental checklist (Exhibit D), the city's Responsible Official issued a Determination of Nonsignificance (DNS) for the proposal October 9, 2012 (Exhibit E). Agencies with jurisdiction were notified of the determination and public notice was provided via procedures within the city's environmental policy. No appeals were received regarding the environmental determination. V. COMMENTS RECEIVED ON LAND USE APPLICATION The department received one letter on March 6, 2012, from adjacent property owner Jeff Carvelho of 700 South 3760' Street, Federal Way, WA 98003. Mr. Carvalho requested responses to questions regarding his property's water line easements that cross the applicant's property and how the proposed redevelopment would affect the fire district's capability in providing service to his property. The department routed these comments to the Lakehaven Utility District and South King Fire and Rescue District and provided a consolidated written response (Exhibit D) on March 9, 2012. The comment letter and response are included as Exhibit F. VI. CONSULTED DEPARTMENTS/AGENCIES & PUBLIC NOTICE The following departments, agencies, and individuals were advised of this application: 1. Development Review Committee (DRC), consisting of Community and Economic Development Planning and Building Divisions; Public Works Development Services and Traffic Divisions; Lakehaven Utility District; and South King Fire and Rescue District. DRC comments have been incorporated into this report where applicable. Pursuant to Process IV notice and distribution requirements set forth in FWRC 19.70.060, all property owners within 300 feet of the site were mailed the Notice of Application (NOA) February 24, 2012 and Notice of Public Hearing on December 1, 2012. The NOA and Notice of Public Hearing were posted on the site, published in the Federal Way Mirror, and posted on the City's official notice boards, in accordance with the City's public notice requirements. Public notice affidavits are included as Exhibit G. 3. Staff reviewing the project determined that significant adverse environmental impacts were unlikely from the applicant's proposal and therefore utilized the optional DNS process set forth in FWRC 14.15.120. The department combined the comment period for the notice of application and pending DNS document. All property owners within 300 feet of the site, and all affected agencies and tribes, were notified of the proposed action and the city's pending environmental determination. Staff Report to the Federal Way Hearing Examiner 11-105147/Doc. LD. 62696 Korean -American Calvary Baptist Church Page 3 VII. GENERAL CHARACTERISTICS OF SITE AND VICINITY The subject property is a single tax parcel identified by the King County Assessor as 322104-9091, approximately 6.70 acres in size and located at 37515 8th Avenue South, Federal Way, WA 98003. The site is currently developed with a church use and parking for 31 vehicles. Existing improvements are located in the northeastern portion of the property. Vegetation on the site is sporadic with mature evergreens located on the northeast and southeast perimeter. Deciduous trees surround the existing building proposed for removal. Only a few trees are found in the open and undeveloped portions of the property. As shown on the site survey (Exhibit H), the site's topography is generally flat in the developed portion of the lot with the highest elevation at approximately 504 feet. West of the developed area, the site slopes downward to the west and northwest to 472 feet at the northwest corner of the property. As shown on the 1973 Soil Conservation Service Survey of King County, the site contains Alderwood gravelly sandy loam material (AgC) with 6-15 percent slopes. The subject property is within the Hylebos Creek drainage basin. The site is located in the southern portion of Spring Valley, one of the city's lower density areas. Spring Valley contains salmon bearing portions of Hylebos Creek and large areas of wetlands with high value habitat and storage capacity but no critical areas or their buffers are located on the subject property. VIII. SITE DESIGN 1. Dimensional and Bulk Limitations — Church facilities located in RS zones are subject to dimensional limitations (e.g., setbacks, height, and coverage) prescribed in Use Zone Chart 19.200.050. Per the following analysis such standards have been met. a. Required Yards — Church facilities required yards are 30-foot front, 30-foot side, and 30-foot rear. As shown on the site plan (Exhibit I), the proposed building contains the following yards: a. Front (east) yard— 139ft b. Side (north) yard— 114ft c. Side (south) yard— 37ft d. Rear (west) yard— 187ft b. Height —As shown on the elevation sheets (Exhibit .), the proposed height of the structure is 28 feet above average building elevation, therefore meeting the permitted outright height of 30 feet. This height was determined via the following analysis: Using the topographic survey and civil plan sheets (Exhibit K), lowest elevations are 500 feet and highest elevation is 504 feet, therefore the average building elevation datum as defined by FWRC 19.05.010 is 502 feet. Height of structure, as defined by FWRC 19.05.080, is the vertical distance measured from the average building elevation around the building segment to the highest point of a flat roof or to the deck line of a mansard roof, or to the mid -point between eave and ridge of the highest principal roof of a gable, hip, gambrel, or similar sloped roof. The proposed building is comprised of multiple gable and single slope roof designs. The sanctuary contains the highest gable segment with a mid -point of 28 feet above the 502 ABE datum. Staff Report to the Federal Way Hearing Examiner I 1-105147/Do, I D. 62696 Korean -American Calvary Baptist Church Page 4 c. Lot Coverage —Church uses are limited to 75 percent total lot coverage. Approximately 35 percent of the site will be impervious, encompassing the building footprint, parking/driveway areas, sports court, and pedestrian amenities. Remaining areas will be landscaped and/or left undisturbed. d. Minimum Lot Size —Minimum lot size for church uses in RS 35.0 zones is 35,000 square feet. The subject property's lot size is 281,731 square feet and exceeds the minimum. 2. Stormwater Improvements — Pursuant to thresholds within FWRC 16.25.020, full drainage review is required; therefore, the applicant must comply with core and special requirements of the 2009 King County Surface Design Manual (KCSWDM) and Federal Way Addendum to the KCSWDM. As detailed in the civil sheets, the applicant will provide stormwater flow control via infiltration. Water quality requirements for pollution generating surfaces will be met via bioswale. Flows from the proposed building, southern parking lot, and sport court will be sent to an infiltration facility consisting of five trenches measuring 6' wide x 142' long x 4' deep. Parking lot and sport court flows will be tight -lined in 12-inch pipe and directed to a 7' wide x 150' long biofiltration swale for treatment and then discharged to the infiltration facility. Flows and water quality treatment from the existing developed portions of the site will be sent to the existing bioswale and infiltration facility located on the northeastern portion of the property. The applicant will be required to obtain final engineering approval from the Public Works Department during the building permit stage of development. Parking Lot Improvements — The existing vehicle parking area will be expanded southward along the 8d Avenue South frontage. Parking is located within the required front yard as permitted in FWRC 19.200.050(9). Parking lot layout meets city adopted standards reflected in Bulletin #042 with 9'xl8' standard stalls, 9'xl5.5' compact stalls with their respective aisle widths of 25' and 25.5.' As allowed by FWRC 19.130.170, the applicant has designated 21 of the 120 spaces (18 percent) as compact. a. Required Spaces - Parking quantity is determined via a transportation management plan (Exhibit L) that also includes traffic control and movement to the adjacent street system. Using the church use average peak period parking demand vs. seats statistic listed in the Institute of Transportation Engineers Parking Generation Report — 4 h Edition it was determined 0.25 spaces per seat are needed to meet 85`h percentile demand with 0.20 spaces per seat being the average of all sites surveyed. The applicant has indicated that 300 seats will be provided and therefore 75 stalls are needed to meet 851h percentile demand. The applicant has proposed 120 stalls exceeding average peak parking demand of .20 vehicles per seat and 85'' percentile demand. Staff finds the proposed quantity meets demand requirements as determined by the latest parking report and the general one space per five seat minimum that is required in surrounding jurisdictions. b. Control and Movement - Landscape islands, adequate aisle width, and two ingress/egress points provide optimal loop access resulting in minimal turning movements. Applicant has indicated during peak periods the north entrance will be used as ingress and south entrance used as egress for optimal movement to adjacent street system. Driveways are visible from the right-of-way and provide sufficient separation from pedestrian circulation areas. Staff Report to the Federal Way Hearing Examiner I 1-105147/Doc. ID.62696 Korean -American Calvary Baptist Church Page 5 c. Internal Lot Landscaping - The total internal parking Type IV landscaping proposed is 3,829 square feet, which exceeds the 22 square -foot per space minimum. Landscaping is provided in curbed islands and bulb -out extensions. Proposed landscaping provides a sufficient screen to right-of-way frontages along 8 h Avenue South and adjacent residential parcel; therefore, berms are not necessary. 4. Perimeter Landscaping — Pursuant to FWRC 19.125.060, nonresidential uses within single-family residential zoning districts shall provide a Type III landscaping screen at least 10 feet in width. FWRC 19.125.070(5)(b) requires the perimeter landscaping screen increase to a higher density Type I landscaping screen for all parking areas adjacent to residential zones_ As shown on the landscaping plan (Exhibit M), the applicant has provided the 10-foot Type I screen along the 8'h Avenue South frontage and along a southwest portion of the parking lot adjacent to the neighboring single-family residential parcel. A 10-foot Type III screen is provided along the remaining east, west, and north perimeters. Existing mature evergreen vegetation is located along remaining areas for adequate screening. 5. Tree Retention/Replacement — Pursuant to FWRC 19.120.130 the single-family zoned property required tree density is 25 tree units per acre or 162 units (6.42 acres x 25). Existing tree canopy of 41.5 tree units does not meet current standards. FWRC 19.120.130(5) states the expansion of existing uses that do not conform to tree density requirements shall provide one tree unit for each 500 square feet of new construction. Per the table below, the applicant will be required to provide a minimum of 134 tree units to comply with tree replacement regulations. As shown, the landscaping plan, new perimeter, foundation, and parking lot landscaping will result in 138 tree units. Existing trees will account for an additional 41.5 tree units for a total of 179.5 tree units provided. Action Quantity Required Replacement Units Square Feet of New Construction 20,276 41 Tree units removed 31 93 134 total 6. Garbage & Recycling Enclosure — As shown on the enclosure detail (Exhibit N), garbage and recycling receptacles will be screened by a six-foot keystone wall and 100 percent sight obscuring fence. Further screening will be provided with landscaping along the base of the wall as shown in the landscaping plan. The enclosure space will measure 198 square feet, exceeding the 65 square -foot minimum prescribed within FWRC 19.125.150(7)(d). 7. Fire Protection — The South King Fire and Rescue District has indicated a new hydrant will be required for the redevelopment. The applicant will also be required to install an automatic fire sprinkler system in the new building. These items must be installed prior to Certificate'of Occupancy. Water and Sewer —The Lakehaven Utility District has indicated the need for an increase in capacity to the existing water main servicing the property. As shown on the civil sheets, the applicant will increase the capacity and extend the main to the southern boundary and cap for future connection. The new main will also extend west and then north with another cap for future connection. Sewer service will be provided via expansion of the existing septic system. Public Health Seattle & King County has indicated that site soils appear to be adequate to support the increased capacity. Final approval by the health department will be required prior to Certificate of Occupancy. Staff Report to the Federal Way Hearing Examiner 11-105147/nog. M 62696 Korean -American Calvary Baptist Church Page 6 IX. TRANSPORTATION 1. Access —The subject property has two vehicle and pedestrian access points along 8 h Ave S. A bicycle rack will be provided at the new building. The site is adjacent to a principal collector (S 375t' Street) and a minor collector (8"' Avenue South) thereby meeting FWRC 19.200.050 special regulation #4 "[t]he subject property must be adjacent to a collector or arterial right-of-way." Concurrency — As a component of the Process IV MLU application, the applicant was required to undergo traffic Concurrency analysis pursuant to the state Growth Management Act; goals and policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation Concurrency Management. The city's Traffic Division reviewed the Concurrency application and determined all intersections impacted by one or more weekday evening peak hour trips would meet the city's Level of Service standards with programmed improvements. A Capacity Reserve Certificate was issued by the City Traffic Engineer February 29, 2012. 3. Impact Fee — The applicant will be subject to the city's transportation impact fee. The fee will be calculated based on the fee rate in effect at the time a complete building permit application is submitted. The fee shall be paid prior to permit issuance. 4. Public Improvements — As the proposal exceeds thresholds within FWRC 19.13 5.03 0(l), the applicant is required to provide improvements to 8th Avenue South in accordance with the adopted street section from the Federal Way Comprehensive Plan. As shown on the civil sheets, the applicant will provide an -extension of the asphalt roadway, stormwater ditch, six-foot sidewalk, and streetlights. A five-foot right-of-way dedication will be necessary to meet the adopted street section standard. Such dedication is authorized by FWRC 19.135.040 and shall be completed prior to Certificate of Occupancy. X. ANALYSIS OF FWRC 19.70.150(3) - PROCESS IV DECISIONAL CRITERIA (CONCLUSIONS OF LAw) Process IV Decision Criteria - The applicant must meet five decisional criteria pursuant to FWRC 19.70.150(3). Staff has provided the following analysis of Process IV criteria: 1. It is consistent with the comprehensive plan. Staff Response - This criterion has been met. The comprehensive plan is used, among other documents, as a basis for implementing regulations such as zoning, critical areas requirements, and the State Environmental Policy Act (SEPA). The proposed church site improvement has undergone site plan review, environmental review, and must comply with the Federal Way Comprehensive Plan (FWCP). The Process IV request was reviewed and determined to be consistent with the following goals and policies contained in FWCP: a) Policy 2.5 Urban Design and Form; "Improve the appearance and function of the built environment" (Policy LUG1). Staff Response — The proposed church redevelopment complies with current zoning and development codes including, but not limited to, Chapter 19.115 Community Design Guidelines and Chapter 19.125 Outdoors, Yards, and Landscaping. Staff Report to the Federal Way Hearing Examiner 11-105147/Dm I.D. 62696 Korean -American Calvary Baptist Church Page 7 b) Policy 2.8 Land Use Designations, "Protect residential areas from impacts of adjacent non- residential uses" (Policy LUP15). Staff Response — The proposed perimeter landscaping will provide adequate screening of the church use. Frontage improvements and transportation impact fees will mitigate traffic impacts. c) Policy 6.5 Capital Facilities Goals and Policies; "Provide the capital facilities needed to serve the future growth anticipated by the FWCP" (Policy CFP13). Staff Response — The dedication and right-of-way improvements to the abutting 8t' Ave S. will provide the appropriate half -street cross section as indicated in the FWCP. The traffic mitigation payment will provide needed funds for applicable projects within the city's Transportation Improvement Plan. 2. It is consistent with all applicable provisions of this chapter and all other applicable laws. Staff Response - This criterion has been met. The Process IV request has been reviewed under SEPA; the FWCP; all applicable provisions of FWRC including Title 14 "Environmental Policy", Title 16 "Surface Water Management", and Title 19, "Zoning and Development Code;" and is consistent with all applicable provisions and laws. 3. It is consistent with the public health, safety, and welfare. Staff Response - This criterion has been met. The proposed church improvements are consistent with the public health, safety, and welfare. The proposal will provide adequate and safe pedestrian circulation via delineated pathways within the subject property and to adjacent streets and sidewalks. Right-of-way dedication and improvements will provide adequate capacity to the adjacent street system. No adverse impacts to adjacent parcels are anticipated as a result of the proposal. The Process IV request has been reviewed under SEPA; the FWCP; all applicable provisions of FWRC; and construction permit plans will be reviewed utilizing the most recently adopted version of the International Building Code. Proposal is consistent with all applicable provisions and laws, provided all recommended conditions of approval are met. 4. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal. Staff Response - This criterion has been met. No significant adverse transportation impacts were identified by the City of Federal Way in the Concurrency analysis or DNS issued for the proposed action. Through the city's transportation concurrency management policy, the Traffic Division has determined the city's Level of Service will not change due to the church's redevelopment proposal. The applicant will provide improvements to the water main concurrently with the site development. Staff Report to the Federal Way Hearing Examiner 11-105147/Doe, CD. 62696 Korean -American Calvary Baptist Church Page 8 5. The proposed access to the subject property is at the optimal location and configuration for access. Staff Response - This criterion has been met. The proposed two vehicle access points will provide adequate circulation for entering/exiting. vehicles. The subject property is adjacent to and has access points to a Avenue S. Pedestrian access will be provided via two delineated walkways from a Avenue S. to each building and programmed areas within the subject property. XI. STAFF RECOMMENDATION Based on analysis from this report, the department recommends approval of the site improvements as depicted on the site, landscaping, civil plan sheets entered as exhibits to this staff report, and other documents within the official project file. LIST OF EXHIBITS Note: Copies of the exhibits listed below are not attached to all copies of this report. All exhibits have been provided to the Hearing Examiner. Copies of exhibits may be obtained upon request at the City of Federal Way's Community and Economic Development Department. Exhibit A Master Land Use Application Exhibit B Vicinity Map Exhibit C Community Design Guidelines Director's Decision and Findings Exhibit D Environmental Checklist Exhibit E Determination of Nonsignificance Exhibit F Jeff Carvelho Comment Letter and City Response Exhibit G Notice of Application and Public Hearing Exhibit H Topographic Survey Exhibit I Site Plan A-0.1 Exhibit J Elevation Sheets A-2.3, A-2.4 Exhibit K Civil Sheets Cl-C6 Exhibit L Transportation Management Plan Exhibit M Landscaping Plan L1-L6 Exhibit N Site Details A-5.1 TRANSMITTED To THE FOLLOWING: Hearing Examiner — Phil Olbrechts Project Agent — Benny Kim, 7415 Lake Ballinger Way, Edmonds, WA 98026 Applicant — C. Anthony Kim, 375I5 a Ave S., Federal Way, WA 98003 Parties of Record — Brad Wollen, 2633 iFishtrap Rd. NE, Olympia, WA 98506 Jeff Carvalho, 700 S. 376* St., Federal Way, WA 98003 Federal Way Staff— Matthew Herrera, Kevin Peterson, Sarady Long, and Peter Beckwith Staff Report to the Federal Way Hearing Examiner 11-105147/Doc. I.D.62696 Korean -American Calvary Baptist Church Page 9 Federal Way NOTICE OF PUBLIC HEARING Notice is hereby given that the City of Federal Way Hearing Eramrner will hold a public hearing at 2:00 p.m. or soon thereafter on Thursday, December 20, 2012, in the Fed- eral Wily City Council Chambers. 33325 8lh Avenue South. Federal Way, WA_ Project Nameffile Number: Korean -American Calvary Baplist Church 111-105147.00-UP Requested Decision and Projeef Description: The appli cant is requesting a Process IV "Hearing Examiner- deci- sion pursuant to Federal Way Revised Code Chapter 1930. The applicant proposes church facility improve• menls that include a new 20.276 square -font sanctuary budding, 7,980 square -fool sports court, 4.812 square - foot youth center (remodeled existing hUldrnp), 120-stall parking area, stormwater upgrades, increased septic ca- pacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square -fool build- ing to accommodate proposed improvements, Applicant: Benny Kim, 7415 Lake Ballinger Way, Ed- monds, WA $8026 Project Location: 37515 81h Ave South, Federal Way. WA 9800 Date Application Received: December 29, 2011 Date Delermined Complete: February 10, 2012 Date of Nofice of Application: February 24, 2012 Permits Required by this Application: Process IV 'Hear- ing Examiner' (File 11-105147-UP); Environmental Threshold Determination (File 11-105148-SE); and Traftrc Concurrency (Fife 12.100430-CN). Development Regulations to Be Used for Project He. view: Federal Way Revised Code Title 14, 'Environmental Poli- cy'; Till& 16, 'Surface Water Management'; Thle 19, 'Zon- ing and Development Code.' Environmental Documents: Subsurface Environmental Site Assessment-. Technical Information Report; and Envi• ranmenmat Checklist. Public Comments and Appeals: Any person may submit written comments 10 the Hearing Examiner by delivering these comments to the Community and Economic Devel- opment Department prior to the public hearing date or by giving these directly io the Hearing Examiner at the public hearing. Any person may provide verbal comments during the hearing andlor request a copy of the decision, Only the applicant, persons who submit written or provide verbal comments to the Hearing Examiner, or persons who spe- cifically request a copy of the written decision may appeal the land use decision. Oelaits of appeal procedures will he included with the vrrihen decision. Availability of Fife, The official project file and existing environmenlal documents are available for public review during normal business hours at the Community and Eco- nomic Development Department, 33325 81h Avenue South, Federal Way. WA 98003. Staff Contact: Matthew Herrera, Associate Planner, 253- B35.2638 Published in the Federal Way Mirror on November 30, 2012. FWM 1956 r�_ 31919 1 sl Ave S, Suite 10 1 1 Federal, Way, WA 98003 1253,925.5565 1253.925.5750 J) Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of 'a legal advertisement placed by City of Federal Way - Community Development Department as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive weeks(s), commencing on the 30th day of November 2012, and ending on the 30th day of November 2012. both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $95. 1 7, which amount has been paid in full, or billed at the legal rate according to RCW 65. 16.020. Subscribed to and sworn before me this 18th day of December 2012. Notary Public in and for the State of Washington, Residing at Federal Way NOTARY ' = PUBLIC � a OP W� F i L C-�w CITY OF Federal Way November 6, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityo (federal way. com RE: FILE #11-105147-00-UP; PUBLIC HEARING SCHEDULED Korean American Calvary Baptist Church, 37515 a Avenue South, Federal Way Dear Mr. Kim: This letter is to notify you that a public hearing has been scheduled for Thursday, December 20, 2012, at 2pm in City Council Chambers for the Korean American Calvary Baptist Church Use Process IV application. You and the applicant will be given the opportunity to provide testimony during the hearing. A formal notice of public hearing will be sent to you 14 days prior to the hearing and the staff report that includes a recommendation will be sent to you 7 days prior to the hearing. Please share this notification with all interested parties that wish to attend the public hearing. You may contact me with any questions regarding your project at 253-835-2638 or matt.herrera(r�citxoffederalway.com. Sincerely, 1 Matthew Herrera Associate Planner c: Anthony Kim, 37515 8`h Avenue South, Federal Way, WA 98003 Doc. LD. 62552 CITY OF Federal November 2, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 FILE CITY HALL Way 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityotfederalway.. com RE: FILE #11-105147-00-UP; DIRECTOR'S DESIGN DECISION Korean American Calvary Baptist Church, 37515 81h Avenue South, Federal Way Dear Mr. Kim: This design decision is issued pursuant to Federal Way Revised Code (FWRC) 19.65.100, "Director's Decision"; and FWRC Chapter 19.115, "Community Design Guidelines." The applicant proposes church facility improvements that include a new 20,276 square -foot sanctuary building, 7,980 square -foot sports court, 4,812 square -foot youth center (remodeled existing building), 120-stall parking area, stormwater upgrades, increased septic capacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square -foot building to accommodate proposed improvements. The design decision is the first of two decisions required for this project pursuant to FWRC 19.70.010. The project is also subject to a Hearing Examiner Process IV decision. DESIGN APPROVAL ISSUANCE AND EFFECT The Community Design Guidelines components of the project are hereby approved pursuant to decision criteria set forth in FWRC 19.65.100(2)(b). This decision is based on the conclusions drawn from the Statement of Facts (Exhibit A) issued by the Department's Planning Division. This decision does not take effect until the Hearing Examiner issues Process IV approval, which will then coincide with such approval. This design decision does not authorize the applicant to conduct any site development activities. STATE ENVIRONMENTAL POLICY ACT THRESHOLD DETERMINATION Pursuant to Washington Administrative Code 197-11-340, the city's Responsible Official issued a Determination of Nonsignificance (DNS) on October 9, 2012. REQUESTS FOR CHANGE OF VALUATION Any affected property owners may request a change in valuation for property tax purposes, not withstanding any program of revaluation. APPEALS Pursuant to FWRC 19.65.120, this decision may be appealed by the applicant, anyone who submitted comments, or anyone who has specifically requested the decision. The appeal must be filed in writing with the City Clerk within 14 calendar days of the issuance date of the decision and must include the following: a statement identifying the decision being appealed; a copy of the decision; a statement of the alleged errors in the decision (including identification of specific factual findings and conclusions of the N Mr. Kim November 2, 2012 Page 2 decision being disputed); the appellant's name, address, and telephone number; and the applicable appeal fee. Any appeal of this decision will be heard by the Federal Way Hearing Examiner concurrently with the Process IV hearing associated with the application. CLOSING Information used in preparing the design decision such as drawings, specifications, and details are available upon request during normal business hours at the Community and Economic Development Department located at 33325 8`h Avenue South, 2°d Floor, Federal Way, WA 98003. If you have any questions regarding this decision, please contact Matthew Herrera, Associate Planner, at 253-835-2638 or matt.herre[a@ci!yoffederalway.com. Sincerely, Isaac Conlen Planning Manager for Patrick Doherty, Director enc. Exhibit A: Statement of Facts c: w/ exhibit Brad Wollen, 2633 Fishtrap Road NE, Olympia, WA 98506 w/ exhibit Jeff Carvalho, 700 South 376`s Street, Federal Way, WA 98003 Matthew Herrera, Associate Planner 11-105147 Doc. LD. 62494 CITY OF Federal Way Exhibit A Statement of Facts Federal Way Revised Code Chapter 19.115 `Community Design Guidelines' Korean American Calvary Baptist Church, File 11-105147-UP The Planning Division hereby presents the following statement of facts to the Director of Community and Economic Development pursuant to content requirements of the Community Design Guidelines decision as set forth in Federal Way Revised Code (FVWRC) 19.65.100(4). 1. Proposal — The applicant proposes church facility improvements that include a new 20,276 square - foot sanctuary building, 7,980 square -foot sports court, 4,812 square -foot youth center (remodeled existing building), 120-stall parking area, stormwater upgrades, increased septic capacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square -foot building to accommodate proposed improvements. 2.. Requested Decision — The applicant submitted a Process IV Hearing Examiner Master Land Use (MLU) application December 29, 2011. Prior to the Hearing Examiner's Process IV decision, the Director is required to issue a design decision pursuant to FWRC 19.65. 1 00(b)(ii). 3. Crime Prevention through Environmental Design (CPTED) — The applicant submitted a CPTED checklist as a component of the Process IV MLU application. Staff finds the applicant has met the intent of CPTED and the site's design promotes natural surveillance, access control, and ownership. 4. General Site Design — Project designers shall strive for overall design continuity and meet general site design criteria set forth in F"C 19.155.050. Staff finds the applicant has met the intent of the chapter's general site design standards and analysis of each item is provided below: a. Pedestrian areas, amenities, and circulation — The proposed improvements provide outdoor seating and gathering opportunities in a plaza area located on the east side of the church building. The plaza area will contain bench seating, water feature, bicycle rack, and landscaping. The plaza will provide two direct connections to the 8a' Avenue South right-of-way and also join two additional pedestrian pathways leading to the vehicle parking area. b. Surface parking lot — Access to the parking area will be provided via two driveways adjacent to 8`b Avenue South. The driveways are clearly visible from the right-of-way and do not conflict with pedestrian access to the building. Loop access and a designated drop-off area is provided inside the parking area. Pedestrian pathways within the parking area will be clearly delineated using textured concrete and contain landscaped barriers through the parking row. Internal lot landscaping will be provided within islands and bulb -outs at a ratio of 22 square feet per stall. Type I perimeter landscaping will be provided along the east and a small portion of the west to adequately screen the parking area from adjacent residential zones. Garbage and recycling receptacles — The garbage and recycling area is located on the southern end of the parking area and near the south driveway. This enclosure is removed from the pedestrian circulation area and minimizes visibility into the enclosure. Enclosure walls will be constructed of concrete masonry units that will be screened by landscaping. Vertical sheet metal gates will provide access to the garbage and recycling receptacles. Enclosure materials are consistent with the overall architectural program of the site. d. Lighting — Pedestrian areas surrounding the church building will be illuminated via 20 wall mounted lighting fixtures. Lighting standards within the parking area and sport court consist of 14 dual and single sided recessed (i.e. cutoff shield) 175-400 watt fixtures with 20-foot poles. As shown on the photometric plan, lighting should not spill over into adjacent properties and will be further mitigated via Type I perimeter landscaping surrounding the parking area, which constitutes the highest lighting levels. 5. Building Design — As the proposed improvements will contain facades longer than 60 feet that will be visible from a right-of-way, the building is subject to fagade treatment and articulation requirements pursuant to FWRC 19.115.060(2). Further, the project is subject to institutional design standards set forth in FWRC 19.115.100 relating to significant structural modulations and roof design. Staff finds the applicant has met the intent of the chapter's building design standards and analysis of each item is provided below: (1) Building Facade Modulation and Screening Options — All building facades that are both longer than 60 feet and visible from a right-of-way or residential use or zone shall incorporate at least two of the four following options: (1) modulation; (2) landscape screening; (3) canopy or arcade; (4) pedestrian plaza. The proposed church building will contain four facades in excess of 60 feet and each will be visible from the right-of-way and adjacent residential uses/zones. a. North Facade — This fagade incorporates modulations, landscape screening, and pedestrian plaza. Modulations consist of depths from two feet to 75 feet and widths of 14 feet to 26 feet. A Type II landscape screen is provided along the base of the fagade except for the east portion. The eastern portion of the fagade is an informal pedestrian plaza with landscaping and connections to the existing building and 8'h Avenue South sidewalk. The north fagade satisfies criteria. b. East Facade — This fagade incorporates modulations and pedestrian plaza. Modulations consist of a variety of setbacks ranging in depths from two feet to 18 feet and widths of 10 feet to 49 feet. An extensive plaza exceeding the 200 square -foot minimum extends along the east fagade. The main focus of the plaza is near the building's main entrance where seating, water feature, and landscaping provide a gathering area. A bicycle rack is located adjacent to the building's southeastern segment. Pedestrian connections from the plaza to 8`h Avenue South sidewalk are also provided. The east fagade satisfies criteria. c. South Facade — This fagade incorporates modulation and landscape screening. Modulations range from depths of two feet to 40 feet and widths of six feet to 54 feet. A Type II landscape screen is provided along the base of the fagade. The south fagade satisfies criteria. d. West Facade — This fagade incorporates modulation and landscape screening. Modulations range in depths of four feet to 59 feet with widths of 11 feet to 39 feet. A Type II landscape screen is provided along the base of the building. The west fagade satisfies criteria. Statement of Facts 11-105147-UP/Doc. I.D. 62492 Korean American Calvary Baptist Church Page 2 (2) Articulation and Scale — Building facades visible from rights -of -way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design. Perspective views of the architectural rendering detail five distinct building segments. Each segment is provided varied rooflines with exposed exterior beams as well as dormers and overhangs. These treatments and modest height provide an appropriate scale relative to the surrounding single-family zoning. Exterior materials avoid monotony by utilizing limestone cladding, lap siding, metal coping, stucco, and trimmed window openings. These variations result in no extensive blank walls or need to screen with additional landscaping. (3) Significant Structural Modulation (offset) — Building facades that exceed 120 feet in length and are visible from a right-of-way or adjacent residential zone shall incorporate a modulation approximately equal to 10 percent of the total length of the subject fagade and the minimum width shall be approximately twice the minimum depth. Each of the building's four facades must meet structural offset requirements. The building is heavily modulated and exceeds this requirement. A single sample from each fagade is below: Fagade Minimum Depth Minimum Width Pra osed De 'th Proposed Width' North 13' 26' 15' 26' East 26' ST 32' 50'* South 13' 26' 39' 40' West 26' 52' 35' 65' *Width is less than 52' but staff finds this deficiency acceptable, as authorized by FWRC 19.115.100(5), due to the building's various structural and height modulations that minimize the overall bulk- (4) Roof Design —Project designers shall utilize forms and materials that avoid the general appearance of a "flat" roof. Each building segment contains varied gabled and butterfly roof designs. Various dormers, overhangs, and modulated rooflines also provide architectural and visual appeal. This requirement has been met. 6. Building and Pedestrian Orientation — The building's primary fagade is oriented to 8 h Avenue South. Visual access from the street to the building's covered entry, plaza area, and streetscape amenities are provided. 7. Institutional Uses —Pursuant to FWRC 19.115.100, institutional uses are required to implement specific district guidelines. The applicable guidelines are FWRC 19.115.090(1)(a), (b), (e), (f), (h), and (1). Staff finds the applicant has met the intent of specific district guidelines and provides italicized analysis following each provision: a. Surface parking may be located behind the building, to the side(s) of the building, or adjacent to the right-of-way; provided, however, that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWRC 19.115.050(4). Parking is located adjacent to right-of-way. Two pedestrian connections separated from the driveway and drive aisles from the public sidewalk to the building are provided. Statement of Facts 11-105147-UP/Doc. I.D. 62492 Korean American Calvary Baptist Church . Page 3 b. Entrance facades shall front on, face, or be clearly recognizable from the right-of-way, and shall incorporate windows and other methods of articulation. Entrance fagade faces front and is clearly recognizable from the right-of-way. Glazing and multiple roof ines and covered entry are also incorporated e. Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-way or pedestrian area. Applicant does not propose ground -level mirrored or reflective glass. f If utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter I9.125 FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Applicant does not propose chain -link fencing. h. Parking lots should be broken up into rows containing no more than 10 adjacent stalls, separated by planting areas. Rows contain 10 or less stalls. Rows are broken up by interior lot landscaping provided within islands or bulb -outs. i. Pedestrian walkways (minimum six feet wide) shall be provided between the interior of the project and the public sidewalk. Two six -fool -wide pedestrian walkways provide connections from the 8`h Avenue South right-of- way and the interior of the project. 8. Decisional Criteria — The proposal is consistent with applicable Community Design Guideline decision criteria set forth in FWRC 19.65.100. As shown in analysis above, the proposal is consistent with site design standards set forth for institutional uses in FWRC 19.15.100. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable city requirements following an approved Process IV Hearing Examiner decision. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Matthew Herrera, Associate Planner Statement of Facts Korean American Calvary Baptist Church Date: November 1, 2012 11-105147-UP/Doc_ I.D. 62492 Page 4 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 30, 2012 TO: Ann Dower, Development Services Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera - Planning FOR DRC MTG. ON., November 8, 2012 — Internal Completeness FILE NUMBER (s): 12-104874-00-UP & 12-104875-SU Binding Site Plan include(] in ;flan set RELATED FILE NOS.: 13-103389-PC PROTECT NAME: TACO TIME PROJECTADDRESS: 35500 ENCHANTED PKWY S ZONING DISTRICT.- CE PROJECT DESCRIPTION: Proposal to construct a new 2,3 81 square foot restaurant with drive through. LAND USE PERMITS: Process II and Binding Site Plan PROJECT CONTACT: H G KIMURA ARCHITECT PLLC HOWARD G KIMURA PO BOX 59415 MATERIALS SUBMITTED: 1. MLU 2. Submittal Checklist 3. Community Design Guidelines Narrative (2) 4. CPTED Checklist (2) 5. Geotechnical Report (2) 6. Independent Transportation Impact Fee Calculation (4) 7. Title Report (2) 8. Water/Sewer Availability (2) 9. Site Photos 10. TIR (4) 11. Plan set a. Site Plan b. Elevations c Lighting d. Binding Site Plan e. Topo f Civil sheets g Landscaping h Floor plan CITY OF t. Federal Way October 9, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 0 wr F I L =:rs CITY HALL ` 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com RE: FILE #11-105147-00-UP; TECHNICAL RESPONSE LETTER #2 Korean American Calvary Baptist Church, 37515 8`h Avenue South, Federal Way Dear Mr. Kim: City staff has completed review of your August 31, 2012, Process IV Master Land Use (MLU) application resubmittal. Site improvements include a new 23,000 square -foot church building, 7,980 square -foot sport court, stormwater upgrades, expanded parking area, and landscaping. The application was deemed complete February 10, 2012, following an incomplete application notice. The city will issue a Determination of Nonsignificance on October 13, 2012. TECHNICAL COMMENTS Planning staff has the following comments that need to be addressed prior to scheduling a public hearing. Stormwater, engineering, transportation and remaining zoning/land use comments included in the March 22, 2012, were adequately addressed in the resubmittal. 1. Pedestrian Connections — The initial comment letter required six -foot -wide connections from the right-of-way into the project. You have provided those connections but they do not transect the parking area. The proposed layout of the parking area does not provide adequate connections for parishioners who park on the far eastern portion of the parking lot. If the internal parking row were to be filled, this would cause those who park in the eastern row to navigate narrow pathways in between parked cars posing a potential risk to children from blind corners and opening car doors. There remains adequate internal landscaping to incorporate pathways through a landscape island and tightening compact stalls to eight feet wide would cause minimal loss to parking quantities. I've included redline markings to your parking plan for visual clarity. 2. Lighting — There remain several parking stalls in the far eastern rows that are below the Illuminating Engineering Society (IES) minimum light level of one footcandle for parking lots. As there is a required 10-foot-wide landscaping screen adjacent to the stalls, it is necessary to adequately light the area to minimize the potential for intruders to hide. I've included redline markings to your lighting plan to illustrate the low -lighted stalls. APPLICATION STATUS As of today, the 120-day review period has stopped with 59 days used. The review period will begin again within 14 days of a complete resubmittal of items requested/corrected. When resubmitting requested information, please provide a written response to each of the above -referenced items, six copies of corrected full size plans, and two copies of I lxl7 plans with the enclosed resubmittal form. Pursuant Mr. -Kim October 9, 2012 Page 2 to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is requested, the application shall be deemed void. The Federal Way Revised Code can be reviewed in its entirety at http://www.codeptiblishing.com/WA/Federa]W aYI If you have any questions regarding this letter or your development project, please contact me at 253-835- 2638, or matt.herrera@cityoffederalway.com. Sincerely, Matthew Herrera Associate Planner enc: Resubmittal Form IES Recommended Outdoor Footcandle Levels Redlines 11-105147 Doc. I.D. 62387 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL Resubmittal DATE: September 20, 2012 TO: Kevin Peterson, Development Services Sarady Long, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera — Planning Division COMMENTS Please get me your comments by October 8. FILE NUMBER(s): 11-105147-00-UP RELATED FILE NOS.: None PROJECT NAME: KOREAN AMERICAN CALVARY BAPTIST CHURCH PROJECTADDRESS: 37515 8TH AVE S ZONING DISTRICT.- RS 35.0 PROJECT DESCRIPTION. Proposal to demolish existing building and construct a new 23,000 square foot church building and 7.980 square foot covered sport court. Existing gym to remain for conversion to Youth Center. LAND USE PERMITS., PROJECT CONTACT.• Process IV, SEPA KIM ARCHITECTURE BENNY KIM 7415 LAKE BALLINGER WAY EDMONDS, WA 98026 MATERMLS RESUBMITTED: 1. Response Letter 2. Preliminary Technical Information Report 3. SEPA Checklist 4. CPTED Checklist 5. Trip Generation Sheets 6. Reduced Sized Plan sets 7. Full Size Civil, Architectural, and Landscape Sets elrY4F RESUBM17 Federal Way 6%1 nn DEPARTMENT of CoNmuNrry DEVELOPMENT SERVICES 33325 8'b Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 ►vww. ci tyoffcderaTw ay.com CITY OF FEDERAL WAY CDS Crime Prevention Through Environmental Design (OPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies thatare applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses,will be evaluated ,by City Staff, and will be integrated intQlhe Site Plan. and/or Building Permit review process. Section avid f Functional Area Evaluation for Performance Performance Standard :agency Use Only Standard Strategy ■ Applicable during Sitr Plan. Pm�-w e Applicable during building Parnit Rt,vre Section 1.0 Natural Surveillance 1.1 Blind Corners ' '.' ; t=�` ,:i' �a , r, w: �ConForms. Avoid blind corners in pathways �q,d parking Jo i —Revise Coniamts: Y10 b1i n J Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. aw ❑ Consider the installation of mirrors to allow users to see ahead of them and around comers. A Other strategy used: 1.2 Site and Building Layout _ Cort#Qr�ns Allow natural observation from the street to the use, from the .—Revise use to the street, and between uses NA Comments: Bulletin #022 — April 10, 2009 Page 1 of 9 k:\Handouts\CPTED Che, Section and Functional Area Evaluation for Performance Performance Standard Agency -Use Only Standard Strategy ! Applicable during Site Plan Review E) Appheable during Btd[ding Permit Review. Orient the main entrance towards the street or both streets on For Nan -Single comers. ■ Family Development ` / x ❑ Position habitable rooms with windows at the front of the Imo` t t dwelling, ■ Access to dwellings or other uses above commercial/ retail development should not be from the :rear of the building. ■ ❑ Offset windows, doorways -and balconies to allow for -natural . observation while protectingt privacy. ■ Locate main, entrances/exits at the front of the site' and in view a of the street. For Commercial/ Retail/ Industrial if employee entrances must be separated from the main and Community ❑ entrance, they should maximize op -es for natural Facilities , surveillance from the street. ■ ice/A ❑ In industrial developments, administrativn/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface �, parking are proposed, -provide surveillance ;such as security... Parking and cameras.. Myth►mod CV) ' A k �;:J a+'id rrb v� `-- Parking C7 Structures Access to elevators, stairwells and pedestrian pathways should be clearly -visible fiowan adjacent parking area.. ■ . = Avoid hidden recesses. a Cp j Locate parldng areas in locations that can be :observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space ; common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: Bulletin #022 — April 10, 20.09 Page 2 of 9 k:\Handouts\CPTM Checklist Section avid Functional Area Evaluation for Performance Performance Standard Agency Use Only - Standard Strategy IN Applicable dining Site Plan Review e Apphc3b)e duririg Building Permit Review 13 Common/Open Space Areas and Public On -Site Open wConfonns Space _Revise Provide natural surveillance for common/open space areas. NA Comments: 1.4 1.5 Position active uses or habitable rooms with windows adjacent to main cummonlopen space areas, e.g. playgrounds, swimm g.pools, etc., and public :on -site open space. ■ Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. n Locate waiting areas and external entries to elevators/stairwells 13. close to areas of active uses to make them visible from the building entry. 6 n Locate seating in areas of active uses. e Other strategy used: Entrances Provide entries. that are clearly visible. Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to ❑ FWRC 19.140.060. Exempt Signs. (Applicable during Certi&ate of Occupancy, InspectioM}. Other strategy used: Fencing Fence design should maximize natural surveillance from the street to the building and from the building to the street, and minimize opportunities for intruders to hide. Confomis Revise �NA CatttnwInts: --Conforms Rcvisc DNA Comments: Bulletin #022 — April 10, 2009 Page 3 of 9 k:\Handouts\CPTF.D Checklist Section and Performance Standard Functional Area Performance Standard Strategy ■ Appiic:able daring Site Plan Rcview e Applicable: during Building Penrm Review ]Evaluation for Agency Use Only ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a.manner that incorporates ❑ open elements to allow visibility above the height of five feet. A If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet: e Other strategy used: 1.6 Landscaping --conforms Avoid landscaping which obstructs natural surveillance and —Revise allows intruders to hide. NA Connnents: Trees with dense low growth foliage should be spaced or their crown should be raised to avoid. a continuous barrier. ■ Use low groundcover, shrubs a minimurn'of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. M Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: 13 1.7 Exterior Lighting Confan��s Provide exterior lighting that enhances natural surveillance. —Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting NA requirements.) Cnmtnents:. Prepare a lighting plan in accordance with I lluminating Engineering Society of America (IESA) Standards, which addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. ■ Bulletin #022 — April 10, 2009 Page 4 of 9 k:\Handouts\CPTED Checklist Section and V Functional Area Perfortttance Performance Standard Standard 1.8 Strategy r ■ Applicabtc during Site Plan Rtwiew -3 Applieabte during Building Pemut Relliew Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that lighting ❑ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e ❑ Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is welllit. e El In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. 6 Place lighting to take into account vegetation, in its current and ❑ mature form, as well as any other element that may have: the potential for blocking light e Avoid lighting of areas not intended for nighttime use -to avoid ❑ giving a false impression of use or safety: If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. n Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e Use photoelectric rather than time switches for exterior Ighting. e In projects that will be used primarily by older people ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: 13 / -Mir of Uses / In mixed use buildings increa, aZpluaitjes for natural surveillance, while protecting privacy. Evaluation for Agency -Use Only Conforms ��' _Revise _NA ;n C'ornments: Bulletin #022 — April 10, 2009 Page 5 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Performance Performance Standard Standard Strategy ■ Applicabic during Sac Plan RcOM e Apphcabia during Ruilding Ptn6t Review Where allowed by city code, locate shops and businesses on Iower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. m ❑ Include food kiosks, restaurants, etc. within parks and parking structures. M Evaluation for Agency i?se Only Other strategy: used 13 1.9 Security Bars, Shutters, and Doors —.Conforms When used, and permitted by building and fire codes, security Revise bars, shutters, and doors should allow observation of the street rt NA and be consistent with the architectural style of the building. Cornm=ts:. ❑ Security bars and security doors should be visually permeable (see -through). E) Other strategy used: Suction and Functional Arca Evaluation for Performance Performance Standard Agency Use Only Standard Slmtegy irl ApplicaUie during Site flan Review 8 �1,ppliLable Jruiug F3uilding 1'�rmzt F�ct-i4iv Section 2.0 Access Control 2.1 Building Identification _ Conforms Ensure buildings are clearly identified by street number to y-Rcvise prevent unintended access and to assist persons trying to.find N.A the building. Identification signs must conform to FWRC Corninents: 19.140.060. Exempt Signs. b Street numbers should be plainly visible and legible from the street or road fronting the property. 6 Bulletin #022 - April 10, 2009 Page 6 of 9 k:\Handouts\OPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency rise Only Standard Strategy ■ Applicable during SiteTlan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e Q Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). E) For larger projects, provide location maps (fixed plaque ❑: - format) and directional siguage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances Conforms Avoid confusion in locating building entrances. __Revise `NA Cronin eats: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ Minimize the number of entry points. ■ Other strategy used: 13 2.3 Landscaping Conforms Use vegetation as barriers to deter unauthorized access. Revise: �_NA. Comments: ❑ Consider using thorny plants as an effective barrier. 6 Other strategy used: 2.4 Landscaping Location Avoid placement of vegetation that would enable access to a building or to neighboring budddings. Conforms �_ _Revise _NA Cornr;ients; Bulletin #022 — April 10, 2009 Page 7 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 0 Applicable during Site Plan Review e Applicable during Building Permit Revie%v Avoid placement of large trees, garages, utility structures, fences, and gutters next to second story windows -or balconies that could provide a means of access. ■ Other strategy used: El 2.5, Security Conforms Reduce opportunities for unauthorized access -Revise NA Cnzx�utettts: Consider the use of security hardware and/or human measures to reduce opportunities for unauthorized access. (Applicable during Cerliflcate of Occupancy Inspection j. Other strategy used: 2.6 Signage p _ Conforms Y Insure that signage is clearly visible;:easy to read and simple --Zevise to understand [Signs must conform to FWRC 19.140.060. NA Exempt Signs]. Comments: ❑ :Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking - Structures In multi -level parking areas; use creative signage to distinguish between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. A ❑ Provide signage in the parking area advising users to lock their cars. e Bulletin #022 — April 10, 2009 Page 8 of 9 k:\Handouts\CPTED Checklist Section and v" Funedonal Area Evaluation for Perfornnance Performance Standard Agency Use Only Standard Stcategy ■ AppIicable during Site Plan Review e Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. 9 . Other strategy used: Section 3.0 Ownership 3.1 Maintenance _ Conforms Create a "cared for" image Rei ise :NA ' Co3runents: Ensure that landscaping is well maintained, as per FWRC ❑ 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). 1 Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. T' ■ Other strategy used: 13 3.2 Materials — Conforms Use materials, which reduce the opportunity for vandalism. — Revise NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or:porous finishes in areas where graffiti is likely to be a problem. e Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. A Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy used: El Bulletin #022 — April 10, 2009 Page 9 of 9 k:\Handouts\CPTED Checklist I Church (560) Average Vehicle Trip Ends vs: Seats On a: Sunday, Peak Hour of Generator Number of Studies: 10 Average Number of Seats: 1,019 Directional Distribution: 52% enterina. 48% exiting Trip Generation per Seat 'age Rate 0.63 Data Plot and Equation Range of Rates 0.21 - 1.14 Standard Deviation 0.83 1. 0 9 01 1 j800 .......... --------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 1,700 ------ - - - - - - - - - ............ x .................................. ... 1,600 ............................ ....... . . . . . . . . . . . . . .. .......... X 1,500 .................. ............ . . . . . . 1,400 -------------- ......................... ---------- ...... �0 1,300-1 ......................--------------------- ........................ r- ul CL 1,200 . ........ -- ............... ............ ------------- ....... 1,100 . ................... .................... I ................... 1,000....... rr ................ .......... .......... M > 900 - ---------- I ........................... ..............• ........ ............ 800 - ------ ....................... — ...... 4 ............... I'll, ............... ..................... ................. 700 ......... ...... F- 600 ....... . x ........................ ............. 500- ------ x .... ........... ...................... 4 ........... 400 . ............ -------------- ....... 300 ---- ----x ------- .......... — ---------- ................ 200 X.................. 4 ................... .......... 100 ........... ------- I ........ ........................ X 0 1000 2000 3000 X = Number of Seats X Actual Data Points — Fitted Curve ------ Average Rate Fitted Curve Equation: T = 0.61(X) + 11.56 FK�.7csUBMITT Trip Generation, 7th Edition X AUG 31 2012 1015 1 n s ti tute of &ffpdojgEn I pineem EMAL WAY CDS CITY OF Federal March 22, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 Way CITY HALL FILL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com RE: FILE#11-105147-00-UP; TECHNICAL RESPONSE LETTER Korean American Calvary Baptist Church, 37515 81h Avenue South, Federal Way Dear Mr. Kim: City staff has completed review of your Process IV Master Land Use (MLU) application and environmental checklist for the proposed Korean American Calvary Baptist Church redevelopment at the address referenced above. Site improvements submitted with the December 29, 2011, MLU application include a new 23,000 square -foot church building, 7,980 square -foot covered sport court, stormwater upgrades, expanded parking area, and landscaping. The application was deemed complete February 10, 2012, following an incomplete application notice. The city issued a combined notice of application with an anticipated environmental determination on February 24, 2012. TECHNICAL COMMENTS Unless otherwise noted, the following comments provided by staff reviewing your project must be addressed prior to scheduling a public hearing for the proposal. Please direct questions regarding any of the technical comments to the appropriate staff representative. Zoning and Land Use Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com 1. Scope of Work Clarification —The site plan project description on Sheet A-0.1 states the existing conditions include a single 9,186 square -foot building. Please clarify that four buildings are on the site and three of them will be removed resulting in a 4,812 square -foot building remaining. 2. Historic Preservation — The structure scheduled for demolition was built in 1951 and may require mitigation via the city's SEPA authority. The City is extending the environmental comment period to March 28 for the state's Department of Archeology Historic Preservation and other organizations to identify appropriate procedures and/or mitigation in light of this discovery. Staff will contact you prior to issuing the environmental determination to discuss any needed action. 3. Height of Structure — Please identify 502 feet as the average building elevation (ABE) datum and verify the height of the proposed building. ABE is deemed as the average of the highest and lowest existing or proposed elevations (topographic), whichever is lowest, taken at the base of the exterior walls of the structure, or it means five feet above the lowest of the existing or proposed elevations, whichever is lowest. Mr. Kim March 22, 2012 Page 2 Following review of civil plan Sheet C4, the lowest existing topographic elevation is 500 feet and highest existing elevation is 504 feet equaling an average of 502 feet. The highest/lowest proposed elcvation is 503 feet. Using the definition above, it appears the project's ABE is 502 feet as it is the average of the lowest topographic elevation. Please provide a cross-section of the proposed building elevation using the ABE datum as the beginning reference point and measure the vertical distance to the mid -point between eave and ridge of the building's highest principal gable. 4. Lot Coverage — Two lot coverage calculations are provided on Sheet A-0.1, one labeled lot coverage and one labeled impervious area. Please clarify the total amount of impervious area (building footprint, paved area, sport court, etc.) on the architectural and civil site plans. 5. Parking Lot Design Criteria — Site plans detail standard 9 x 18 stall dimensions within the parking area with 24-foot aisle widths. In order to utilize the 9 x 18 dimension, a 25-foot aisle width is required. Staff suggests exploring the possibility of adding compact stalls within the parking area. Up to 25 percent of the total stalls may be 8 x 15 with 25.5-foot aisles. Additionally, all stalls adjacent to pedestrian pathways and Type III landscaping screens require parking stops for clearance purposes. Pursuant to FWRC 19.115.090(1), Community Design Guidelines for church uses allow parking areas to be located adjacent to the right-of-way when pedestrian access and circulation is maximized. When redesigning the layout, the applicant should add at least two pedestrian connections six feet in width from the right-of-way through the parking lot (one connection in the north portion and one in the south) to the main building's plaza area. Connections should be delineated using a variation in texture and color to the asphalt parking area. Stamped and tinted asphalt is a popular and accepted method for delineating connections. Please redesign the parking lot to meet minimum dimensions and include additional pedestrian connections. I've enclosed the criteria handout for further details. 6. CPTED — The city's Community Design Guidelines include the implementation of Crime Prevention through Community Design (CPTED). These principles and performance standards are used during project development review to identify and incorporate design features that reduce opportunities for criminal activity to occur. Applicants are required to submit a completed CPTED checklist as a component of the site plan review application. It appears this CPTED information was inadvertently left out of the preapplication materials and the department apologizes for this oversight. Please complete the enclosed checklist and return four copies with your resubmittal package. Lighting — Several areas within the parking lot and pedestrian areas do not contain the recommended Illuminating Engineering Society (IES) minimum outdoor light levels as required by the city's CPTED policy. The IES recommends minimum average maintained footcandles of 1fc in parking areas and 0.2fc for commercial pedestrian ways. Please revise the Photometric Lighting Plan Sheet Al and incorporate additional lighting standards to meet the minimum recommended levels. Also be advised that cut-off shields will be required to keep the light on the subject property. 11-0105147 Doc. I.D. 60591 Mr. Kim March 22, 2012 Page 3 Landscaping — Final landscape plan approval will be given at the building permit stage although there are several corrections needed for the Process IV application. a. A portion of the parking lot (southwest corner) is adjacent to a residential parcel. Please increase the perimeter landscaping along that portion of the boundary, approximately 60 feet, to Type I Solid Screen standards. b. Only 3 of the 33 trees within the north and west perimeter are evergreen. Please add additional evergreen trees within Type III landscape buffer to achieve a more balanced ratio. c. Please add the percentage of drought tolerant plants that are proposed. A minimum of 25 percent is required. d. Please assign unit credit amounts to provided trees. I've enclosed a handout that provides canopy sizes to numerous trees which can be used to identify the appropriate unit credit in the table below. Small Canopy Species (Mature canopy area < 450 SF) .50 tree units Medium Canopy Species (Mature canopy area 450 to 1,250 SF) 1.0 tree units Large Canopy Species (Mature canopy area> 1,250 SF) 1.5 tree units Parking and Traffic Movement — Current church use standards do not prescribe parking stall minimums, but instead require a Transportation Management Plan that addresses parking demand and management as well as traffic control and efficient movement to and from the adjacent street system. Please amend the submitted "Onsite Parking Analysis" to include the following: a. Utilize parking count recommendations by the Institute of Transportation Engineers Parking Generation report using seats, square footage, or attendees to quantify needed stalls. b. Provide descriptions of needed traffic control for Sunday congregations or reasoning why such control is not needed. c. Provide details of how vehicles will be moved efficiently before and after church services. 10. Building Facade Modulation and Screening Options — FVWRC 19.115.060(2) requires all building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use or zone to incorporate at least two of the following four facade treatments: a. Facade modulation. Minimum depth: two feet; minimum width: six feet; maximum width: 60 feet. b. Landscape screening. Eight -foot -wide Type II landscape screening along the base of the facade. c. Canopy or arcade. As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the facade using this option. d. Pedestrian plaza. Size of plaza: plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. All facades on the proposed building exceed the 60-foot threshold and are visible from rights -of -way and neighboring residential zones and therefore require treatment. It is apparent that numerous modulations are incorporated and a pedestrian plaza is provided near the main entrance, but prior to community design guidelines approval the applicant is required to provide compliance of the "two of four treatments" on each of the four facades. Please incorporate the treatments on the resubmittal and provide a written narrative of how the project meets the two of four treatment requirement. See related comments in item 11. 11-0105147 Doc ID 60591 Mr. Kim March 22, 2012 Page 4 11. Significant Structural Offset — Building facades that exceed 120 feet in length and are visible from an adjacent residential zone or right-of-way are required to incorporate a significant 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. Each of the four facades exceeds the 120-foot threshold and is visible from residential zones and rights -of -way and therefore requires compliance. Please incorporate the offsets on the resubmittal form and/or provide a written narrative of how the project meets the offset requirement. 12. Sports Court — The Master Land Use application suggests the proposed sports court will be covered, but no architectural rendering is provided. Please provide details of the court's cover. 13. Outdoor Furniture — Please provide details of the bike rack, benches, water feature, and any other proposed outdoor furniture/streetscape elements on the Site Details Sheet A-5.1. 14. Chainlink Fencing — Please be advised that any new chainlink fence that will replace the removed fencing is required to comply with FWRC 19.115.090(1)(f) which states: chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Stormwater and Engineering Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com 1. The TIR provides infiltration testing completed on the site in 1996; however, it appears that all of those tests were done near the northeast corner of the site. Since the new infiltration system is proposed near the northwest corner of the site, a new soils report with infiltration tests shall be completed in the area where the infiltration system is proposed, and shall be prepared in accordance with the criteria specified in the 2009 KCSWDM. 2. According to City policy, new retention/detention (R/D) systems shall be designed as `above -ground' or `open' systems, if outside of the City Center. Any new R/D facility for this project shall be designed as an open system, unless otherwise approved by the Public Works Director. Transportation Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com 1. The floor plans depicted daycare and classroom. Please verify if this is a proposed use in addition to the church. 2. Frontage improvements along the property frontage on 8t` Avenue South and right-of-way dedication must be depicted on the submitted plan. 3. Verify intersection sight distance at the proposed driveway in meeting AASHTO sight distance standard. 4. The application is subject to the Traffic Impact Fee (TIF) per FWRC 19.91. Based on the current impact fee rate, the estimated fee for the project is approximately $44,100.00. The impact fee will be 11-0105147 Doc. I.D. 60591 Mr. Kim March 22, 2012 Page 5 calculated based on fee rate in effect at the time a complete building application is filed and paid prior to permit issuance. Water/Sewer Brian Asbury, Lakehaven Utility District, 253-946-5407, basbury@lakehaven.org The applicant has not submitted materials as indicated in our previous comments from the preapplication conference. Also, if an additional hydrant is required, then water main extension will be required, and this will likely involve new 12" diameter water main. Water pipe >8" diameter was not addressed in the SEPA Checklist. It appears the applicant intends an onsite sewerage system; therefore, Lakehaven has no sewer comments. APPLICATION STATUS As of today, the 120-day review period has stopped with 41 days used. The review period will begin again within 14 days of a complete resubmittal of items requested/corrected. When resubmitting requested information, please provide a written response to each of the above -referenced items, two copies of corrected reports, six copies of corrected full size plans, and two copies of 11xl7 plans with the enclosed resubmittal form. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is requested, the application shall be deemed void. The Federal Way Revised Code can be reviewed in its entirety at hn://www.codel2ublishing.com/WA/Federal Wayl If you have any questions regarding this letter or your development project, please contact me at 253-835- 2638, or matt.herrera@cityoffederalway.com. Matthew Herrera Associate Planner enc: Resubmittal Form CPTED Checklist Parking Lot Design Criteria Recommended Tree Species c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Utility District I 1-0105147 Doc. I.D. 60591 CITY OF � Federal March 9, 2012 Jeff Carvalho 700 South 3761h Street Federal Way, WA 98 CITY HALL Way 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com RE: File #11-105147-00-UP; RESPONSE TO INQUIRY Korean American Calvary Baptist Church, 37515 8th Avenue South, Federal Way Dear Mr. Carvalho: The Community and Economic Development Department has received your inquiry regarding the proposed church improvements located at the address above. The department is currently reviewing the applicant's Master Land Use application and environmental checklist for a 23,000 square -foot church building that will replace the existing facility. Additional site improvements such as stormwater controUtreatment, parking, septic and landscaping are also components of the project. In the interest of clarity, I have paraphrased your questions and then provided responses by Brian Asbury of Lakehaven Utility District and Chris Ingham of South King Fire and Rescue. We have an easement for our water line, which crosses the church property. Will our water line be affected by the project? Will plans and eventual construction take the water line into consideration? Lakehaven has no record of a formal private water utility easement across the Church property for the benefit of your property; therefore, we cannot confirm the alignment/location of this property's water supply line (meter -to -building). Because this is a "private" water supply line, you should coordinate with the Church during their redevelopment to be certain water service is maintained to your property. If the owner has a copy of the private water easement, Lakehaven would request a copy of that private easement to archive with the property's water service connection records. Please find the enclosed preliminary schematic mark-up of the water mains/services for the Church's proposed redevelopment. The neighboring property's existing meter is next to the existing fire hydrant in 8'h Avenue South. The Church will construct a new water main through the property, and this main seems to be the best (and closest) location to relocate the neighboring property's service/meter to as it should line up relatively well with the existing supply line and will allow good access for Lakehaven to the meter. Alternative new service/meter locations are also shown on this markup (along 81h Avenue South either east of property's NE corner or SE corner). All of these locations are entirely preliminary and only offered to help respond to your questions; actual/final locations will be determined during Lakehaven's water plan approval process for the Church. We will be certain to coordinate with you regarding this service/meter location. Mr. Carvalho March 9. 2012 Page 2 2. The nearest fire hydrant to our property is on 81h Avenue South, near the existing Church parking lot entrance. The shortest path from the hydrant to our property is across the church property. How will fire fighting water lines be affected by the plans, and how will the fire department access water to fight fire in the event of fire on our property? Two total hydrants will be required for the new construction - one existing and one new. The existing hydrant may be relocated, but will be required to remain on 8a' Avenue near the current location. The new hydrant will be located on the church property. Water supply will improve as the diameter of the water lines will increase. Typically we do not cross parcels to fight fire, but instead lay hose down the access road from the hydrant. Supply hose carried on an engine is approximately 1300', which should be more than enough for a supply line. CLOSING I hope these responses provide adequate answers to your questions. I have added your name to the interested party list, which affords you the opportunity to appeal the land use decision, and I will mail you a staff report with recommendation prior to the public hearing. Please feel free to contact me if you have additional questions and/or concerns regarding the Master Land Use application. Sincerel Matthew Herrera Associate Planner enc: Lakehaven GIS Mark -Up c: Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire and Rescue 11-105147 Doc 1 D 60620 1 Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFiCANCE (DNS) Project Name: Korean -American Calvary Baptist Church Project Description: Construction of a new 20,276 square -foot church building and 7,980 square -foot sport court. Additional site improve- ments include parking to accommodate 120 vehi- clss, stormwater facility, an -site septic system, and landscaping. Applicant: Benny Kim, Kim Architecture, 7415 Lake Ballinger Way, Edmonds, WA 98026 Project Loestion: 37515 8th Avenue South, Feder- al Way, WA 98003, APN 322104-9091 Appiicall on Received: December 29, 2011 Determined Complete: February 10, 2012 Notice of Application. February 24, 2012 initial Comments Due: Marsh 9, 2012 Environmental Review: Based upon review of a completed environmental checklist, and. other In- formation on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable. significant adverse impact on the environment and expects to issue a Deter- mination of Nonsignificance (DNS) for this project. The optional DNS process in WAG 197-11.355 Is being used. This may be your only opportunity to comment on the environmental impacts of the. pro- posed project. The proposal may include mitiga- tion measures under applicable codes, and the re- view process may incorporate or require mitigation measures regardless of whether an environmental impact statement (EIS) is prepared. A copy of the subsequent threshold determination for the specif- ic proposal may be obtained upon request. Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. Comments must be submitted by the date noted above. Permits Under Review: Use Process III (File #11-105147-UP), Concurrency (File #12-100430- ON), and State Environmental Policy Act Threshold Determination (File #11-105148-SE) Environmental Documents & Studies: Limited Subsurface Investigation, Phase II Environmental Site Assessment Environmental Checklist, and Pre- Iimihary Technical Information Report Relevant Environmental Documents Are Avail- abie at the Address 08low: Yes, Development Regulations Used for Project Mill - Illation: Federal Way Revised Code (FWRC) Title 14, "Environmental Policy;' Title 16 "Surface Water Management," and Title 19, "Zoning and Develop- ment Code" Public Comment & Appeals: The initial notice pe- riod ends March 9, 2012, but any person may sub- mit written comments to the Hearing Examiner by delivering these comments to the Community arrd Economic Development Department prior to the public hearing date or by giving these directly to the Hearing Examiner at the public hearing. Only the applicant, persons whosubmit written or ver- bal comments to the Hearing Examiner, or persons who specifically request a copy of the written deci- sion may, appeal the. Hearing Examiner's decision. Details of appeal procedures for the requested land use decision will be included with the written deci- sion. Issuance of Final Environmental Determination: The final Determination of Nonsignificance (m) may be issued without a second comment period, unless timely comments identify probable signffi- cant adverse impacts that were not considered by the Notice of Optional DNS. A COPY of the DNS may be obtained upon request. Availahility of File. The official project file is available far public review at the Department of Community and Economic Development, 33325 8th Avenue South, Federal Way, WA .98003. Sian Contact: Matthew Herrera, Associate. Plan- ner, 253-835-2638 FWM1858 Date Published: February 24, 2012 31919 151 Ave S, Suite 101 1 Federal, Way, WA 98003 1253.925.5565 1253.925.5750 (f) Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi- weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development Department as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive weeks(s), commencing on the 24th day of February 2012, and ending on the 24th day of February 2012. both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the SUM of $155.74, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this 5th day of March 2012. Notary Public in and for the State of Washington, .CHFCa �,9'�i� ....... NOTARY Ni - PUBLIC .2• •o N•.■ f ;WASN,�,�,� rr1111 Residing at Federal Way rr Property owner's within 300-F,.ot Radius 3221049104 3221&WV .- 7ti Oi47 7 3"104914 3221041IMM "^�4 3227044D49 3221$rt4115 f 3221-00014 �� 32210A98 3221049096 3221040118 y a 3221049119 3221049062 3.221049776 3221049166 i 4 � � 32z1Ba971i 322104910/) 32210A4110 / Ir rf 3221044021 3221049024 322M49025 32210A413A jC120{]E1KingCou.dy r W COMMENTS: Korean Amedcan Calvary Bapfist Church 3221049091 A 0,191 2 � 32210A4754 32210A4006 32210A40D7 32290A41d3 32210i9133 32210A40D4 ��d ,o Mai 5� 3221U44041 32210OM 3221049122 M9125 L--/ 3221OA9052 �� A3ee2aDD10 32209030 I 7505UOO60B f•' 75DSDU048B 75155800365 750500B6II5 f 7SO5000485 7505DDB380 11 49 75�aOD0460 75056BO615, 75175000700 7505000490 750000390 750SWO620 7505000495 7505OWW 7505iI00] 05 ISDW00650 p 3491t7505000500 7605000430 The Information included on this map has been Complied by King County staff from p varietysources of and Is subject to chango without notice. Krng County makes no mpresdnlaliom3. warrant[es, dxprsss or implied, as to anCuracy, completeness, fimBtiness, or rights to the use of such information. This documenl is not intended for use as a survoy product. King County shall not be tiabte for any general, special, Indirect, inddantal, or consequent i a damages includirrr�, Lut nal Iimiled to, [osE revonues of lost. profits resulting from the use or misuse or the information c�n�ained'on this map, Any sale of King County Ihis map or Inlormatloh on this mop is prohibited except by Written permission of King Cpumty. Date: 12I2212011 Sotircoz King County [MAR - Property tnrortmdom [htlnJlwww.mehoka.govlGlSIiWP] — Properties within 300 ft of the boundary of the subject property Brad Wollen 37325 8t" Ave Federal Way, WA 98003 APN:3221049023 Caleb Treat/ Casey Treat 820 S 373rd PI Federal Way, WA 98003 APN:3221049144 Mark Ted rick 805 S 373rd PI Federal Way, WA 98003 APN:3221049124 Corey Oakman 37540 8t" Ave Federal Way, WA 98003 APN:3221049070 Jeffrey Carvalho 700 376t" St Federal Way, WA 98003 APN:3221049101 Gethsemane Cemetery 37500 Pacific Hwy Federal Way, WA 98003 APN:3221049025 Norman Campbell 610 S 376" St Federal Way, WA 98003 APN:3221049024,3221049059 RECEIVED DEC 2 9 2011 CM. OF FEDERAL. WAY CDS a� Properties within 300 ft of the boundary of the subject property Salliann Moran 609 S 373rd St Federal Way, WA 98003 APN: 3221049054 Wilmer Parsons/Beth Parsons 831 S 373rd PI Federal Way, WA 98003 APN:3221049081 James Parsley/Sharon Parsley 819 S 373rd PI Federal Way 98003 APN:3221049122 t 4ik FederalOF Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cit offederalwa .com DECLARATION OF DISTRIBUTION `hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or *Posted to or at each of the attached addresses on February 24 2012. Project Name Korean -American Calva Baptist Chu-ch File Numbers) 1 1-105147-00-SE Signature-�iRb Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 2/24/2012 12:40:00 PM Posted Sites: Federal Way City Hall: 33325 8th Ave South Federal Way Library: 34200 1 It Way South Federal Way 320th Library: 848 S. 320th St KACD Administration Files\Declaration of Distribution.doc/Last printed 2/24/2012 12:40:00 PM 41k CITY Federal o. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION 1, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was `ELmailed © faxed M X0a11ed andlor 0 posted to or at each of the attached addresses on 2012. Project Name 31t� Ce Xzn' pz S File Number(s) -) b S) Y —7 Signature Date K_\CD Administration Files\Decloralion of Distribution.doc/Last printed 1 /12/2012 2:20:00 PM 1 A4k FederalCITY o. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityof fe d erplway_c or n DECLARATION OF DISTRIBUTION I, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed N(e-mailed and/or ❑ posted to or at each of the attached addresses on 2012, 1 Project Name File Number(s) 11 -/ 6 5 ) `l7 - UP 17 Signature Date J nl a K:\CD Administration Fles\Declaration of Distdbution.doc/Last printed 1 /12/2012 2:20.:00 PM Tamara Fix From: Rudi Alcott [ralcott@fedwaymirror.com] Sent: Friday, February 17, 2012 9:18 AM To: Tamara Fix Subject: Re: Korean -American Calvary Baptist No problem. I'll get this take care of for you. Thanks. Take care, Rudi Alcott Publisher Federal Way Mirror p: 253.925.5565 x-1050 c: 253.336.5359 t: 206.390.5925 On Fri, Feb 17, 2012 at 9:06 AM, Tamara Fix <Tamara.Fix ci offederalwa .comp wrote: It's a bit early (!), but please publish the following legal notice (Korean -American Church NOA & Opt DNS, 11-105147) in Friday's (Feb. 24, 2012) issue. Please confirm and furnish an affidavit of publication. Thank you! 7'amara Fix Ad iin Asst. City of FederaClNay tama� "x@citynff-ederaCwau.com "When life gives you a hundred reasons to cry, show life that you have a thousand reasons to smile." Unknown ^'! RECEtVED 6Y COMN,oNlTY DEVELOPMENT DEPARTMEW APR 2 7 2012 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8 h Avenue South CITY OF Federal Way, WA 98003-6325 Federal Way 253-8352607; Fax 253-835-2609 www. cityoffederalwav-com SIGN INSTALLATION CERTIFICATE Proj ect Name: k o re Li„' Project File No: I � — I 1�_ (4� ` D O — u P Project Address: Installed By: _'/ a V1 _(A CY0 I-J Date of Installation: Location of Installation: it fu-,t�— 46 as sa R4 as ra is is is as is as ra ae ■a Ma M' is r� ra oA as is sa aaa a� Ra �a sa �a �s sa as sa r -ten an:r Iry �> - •mom e�> �r aag �. ms. �- a�. �. .,�w �e= .ca, ®e� �r ,?ee as> M, m> ae• ,�„ ®> ,�> �: -eer eEr +.a^ m^ I hereby testify that the sign installed fully complies with the installation standards of the Department of Community Development Service's "Instructions for Obtaining & Posting Public Notification Signs" and that the sign will be maintained until a final decision is issued on the land use action. I understand that failure to return this certificate within five days of posting may result in delays, notice of corrections, and re -mailings at the applicant's expense. 61.E i c� S� ►,� Installer's Name Installer's Signature Date 7t t Phone Bulletin #036 — January 1, 2011 Page I of I k:\Handouts\Sign Installation Certificate CITY OF Federal Way NOTICE OF PUBLIC HEARING Notice is hereby given that the City of Federal Way Hearing Examiner will hold a public hearing at 2:00 p.m. or soon thereafter on Thursday, December 20, 2012, in the Federal Way City Council Chambers, 33325 81h Avenue South, Federal Way, WA. Project Name/File Number: Korean -American Calvary Baptist Church / 11-105147-00-UP Requested Decision and Project Description: The applicant is requesting a Process IV "Hearing Examiner" decision pursuant to Federal Way Revised Code Chapter 19.70. The applicant proposes church facility improvements that include a new 20,276 square -foot sanctuary building, 7,980 square -foot sports court, 4,812 square -foot youth center (remodeled existing building), 120-stall parking area, stormwater upgrades, increased septic capacity, water main extensions, and landscaping. Site work will require the demolition of one 4,374 square - foot building to accommodate proposed improvements. Applicant: Benny Kim, 7415 Lake Ballinger Way, Edmonds, WA 98026 Project Location: 37515 8`h Ave South, Federal Way, WA 98003 Date Application Received: December 29, 2011 Date Determined Complete: February 10, 2012 Date of Notice of Application: February 24, 2012 Permits Required by this Application: Process IV `Hearing Examiner' (File 11-105147-UP); Environmental Threshold Determination (File 1I- 105148-SE); and Traffic Concurrency (File 12-100430-CN). Development Regulations to Be Used for Project Review: Federal Way Revised Code Title 14, `Environmental Policy'; Title 16, `Surface Water Management'; Title 19, `Zoning and Development Code.' Environmental Documents: Subsurface Environmental Site Assessment; Technical Information Report; and Environmental Checklist. Public Comments and Appeals: Any person may submit written comments to the Hearing Examiner by delivering these comments to the Community and Economic Development Department prior to the public hearing date or by giving these directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the hearing and/or request a copy of the decision. Only the applicant, persons who submit written or provide verbal comments to the Hearing Examiner, or persons who specifically request a copy of the written decision may appeal the land use decision. Details of appeal procedures will be included with the written decision. Availability of File: The official project file and existing environmental documents are available for public review during normal business hours at the Community and Economic Development Department, 33325 8`h Avenue South, Federal Way, WA 98003. Staff Contact. Matthew Herrera, Associate Planner, 253-835-2638 Published in the Federal Way Mirror on November 30, 2012. Doc LD. 62591 41k CITY Federalo. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.citvoffederalway.com DECLARATION OF DISTRIBUTION I, . w.y". � X hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter lr Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed Xe-mailed and/or ❑ posted to or at each of the attached addresses on Nc� y - 2012. Project Name File Number(s) 1 :! Signature � Date !I -.i-7 • aQl,) K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /12/2012 2:20:00 PM Tamara Fix From: Rudi Alcott <ralcott@fedwaymirror.com> Sent: Tuesday, November 27, 2012 11:27 AM To: Tamara Fix Subject: Re: Legal Notice - Hearing No problem. We will get this in for you. Thanks, Rudi Alcott Publisher Office: 253-925-5565, Ext 1050 Internal: 02-1050 Fax: 253-925-5750 Mobile: 253-336-5359 31919 1st Ave S, Ste 101, Federal Way, WA 98003 Sound Publishing, Inc. Map Print Rates Online Rates Media Kit Sound Info On Tue, Nov 27, 2012 at 11:22 AM, Tamara Fix <Tamara.Fix e,cityoffederalway.com> wrote: A little early in the week, but please publish the attached notice (Korean -American Calvary Hearing, 11- 105147) — w/o picture — in Friday's (Nov. 30, 2012) issue. Please confirm and issue an affidavit of publication. Tamara Fix City of Federal Way Tamara.fix@cityoffederalway.com 253-835-2602 "Just think about how happy you'd be if you lost everything and everyone you have right now, and then somehow got everything back again." Kobi Yamada 1 41k OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityQffederolwgy.COM DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was mailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on % .2012. Project Name File Number(s) I) -) D 1; / y% Signature _ �- Date 1)' -%,� K.\CD Administration Files\Declaratlon of Distribution.doc/Last printed 1/12/2012 2:20:00 PM Properties within 300 ft of the boundary of the subject property Brad Wollen 37325 8th Ave Federal Way, WA 98003 APN: 3221049023 Caleb Treat/ Casey Treat 820 S 373rd PI Federal Way, WA 98003 APN: 3221049144 Mark Tedrick 805 S 373rd PI Federal Way, WA 98003 APN:3221049124 Corey Oakman 37540 8th Ave Federal Way, WA 98003 APN:3221049070 Jeffrey Carvalho 700 376th St Federal Way, WA 98003 APN: 3221049101 Gethsemane Cemetery 37500 Pacific Hwy Federal Way, WA 98003 APN:3221049025 Norman Campbell 610 S 376th St Federal Way, WA 98003 APN: 3221049024, 3221049059 RECEIVE-) DEC 2 9 2011 CITY rW FEDERAL NAY CDS Properties within 300 ft of the boundary of the subject property Salliann Moran 609 S 373rd St Federal Way, WA 98003 APN: 3221049054 Wilmer Parsons/Beth Parsons 831 S 373rd PI Federal Way, WA 98003 APN: 3221049081 James Parsley/Sharon Parsley 819 S 373rd PI Federal Way 98003 APN: 3221049122 CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.ciiyoffederalway.com DECLARATION OF DISTRIBUTION I, Kennith George hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other., Jll Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or hosted to or at each of the attached addresses on _November 29 2012. Project Name Korean -American Calvary Baptist Church File Numbers) 11-105147-00-UP Signature Date t K:\Intern\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc Rostin Sites: Federal Way City Hall- 33325 8t" Avenue Federal Way Regional Library- 34200 1It Way South Fea61t'.ruaI,-�,--.A.' G V � 29b R-F 94 m c#I i10F P/ 848 89 U th 3 w-s+� CLOSED FOR CONSTRUCTION Subject Site- 37515 8th Ave South. Yellow notice board already posted. Attached Notice of Public Hearing. K:\Intern\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc C{FY OF FILE Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Korean -American Calvary Baptist Church Project Description: Construction of a new 20,276 square -foot church building and 7,980 square -foot sport court. Additional site improvements include parking to accommodate 120 vehicles, stormwater facility, on -site septic system, and landscaping. Applicant: Benny Kim, Kim Architecture, 7415 Lake Ballinger Way, Edmonds, WA 98026 Project Location: 37515 8`h Avenue South, Federal Way, WA 98003, APN 322104-9091 Application Received: December 29, 2011 Determined Complete: February 10, 2012 Notice of Application: February 24, 2012 Initial Comments Due: March 9, 2012 Environmental Review: Based upon review of a completed environmental checklist, and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment and expects to issue a Determination of Nonsignificance (DNS) for this project. The optional DNS process in WAC 197-11-355 is being used. This may be your only opportunity to comment on the environmental impacts of the proposed project. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an environmental impact statement (EIS) is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. Comments must be submitted by the date noted above. Permits Under Review: Use Process III (File #11-105147-UP), Concurrency (File #12-100430-CN), and State Environmental Policy Act Threshold Determination (File # I 1-105148-SE) Environmental Documents & Studies: Limited Subsurface Investigation, Phase II Environmental Site Assessment Environmental Checklist, and Preliminary Technical Information Report Relevant Environmental Documents Are Available at the Address Below: Yes Development Regulations Used for Project Mitigation: Federal Way Revised Code (FWRC) Title 14, "Environmental Policy;" Title 16 "Surface Water Management," and Title 19, "Zoning and Development Code" Public Comment & Appeals: The initial notice period ends March 9, 2012, but any person may submit written comments to the Hearing Examiner by delivering these comments to the Community and Economic Development Department prior to the public hearing date or by giving these directly to the Hearing Examiner at the public hearing_ Only the applicant, persons who submit written or verbal comments to the Hearing Examiner, or persons who specifically request a copy of the written decision may appeal the Hearing Examiner's decision. Details of appeal procedures for the requested land use decision will be included with the written decision. Issuance of Final Environmental Determination: The fmal Determination of Nonsignificance (DNS) may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional DNS. A copy of the DNS may be obtained upon request_ Availability of File: The official project file is available for public review at the Department of Community and Economic Development, 33325 8th Avenue South, Federal Way, WA 98003_ Staff Contact: Matthew Herrera, Associate Planner, 253-835-2638 Doc F D. 60399 z I 1 11 1I i I 4 S o (o Z o O w��m O 0� v3 n a ! w o (n CD in N W CD 7 CD (D O p 7 2:1Q p 0 (D N O O o Z) zy(n CD m C) lu 1l m En (D m (D rr ---- (OD 0 Cn � _ II Cn co �,,-- - rn Cl) O 11 zr O 5' v v - n ? O i Q Q- co 0 (DD Q O �� h ci � 1 / _ _ =�cn r-f w r-F n Q o .� � 6� ! -f 0 O O C `V Q � 1 CD v D 3 CD n� J IM FILE CITY OF A. Federal January 24, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 CITY HALL 33325 8th Avenue South Feder y Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com RE: File #11-105147-00-UP; NOTICE OF INCOMPLETE APPLICATION Korean American Calvary Baptist Church, 37515 8th Avenue South, Federal Way Dear Mr. Kim: The Community and Economic Development Department is in receipt of your December 29, 2011, Process IV Master Land Use (MLU) application and environmental checklist. The applicant is requesting to redevelop an existing church site with a new 20,276 square -foot building, 7,980 square -foot covered sports court, stormwater improvements, and new landscaping. Pursuant to Federal Way Revised Code (FWRC) 19.15.045, within 28 days of receiving an MLU application, the city shall determine whether all information and documentation required for a complete application has been submitted. INCOMPLETE APPLICATION The application is deemed incomplete due to the absence of the following items: 1. Additional land use fees of $1,090.50 2. (1) set of mailing envelopes 3. Concurrency Application w/fees of $1,584.50. CLOSING The city is unable to begin formal review of the land use application until the items listed above are submitted. Following submission of those items, you will be notified within 14 days of the application's status. The application will vest when it is deemed complete. If you have any questions regarding this letter or your development project, please contact me at 253-835-2638, or matt.herrera@cityoffederalway.com. Sincerel Matthew Herrera Associate Planner enc: Concurrency Application c; Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Doc. I D. 60163 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: TO: FROM: FOR DRC MTG. ON: FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT. - January 5, 2012 Ann Dower, Senior Engineering Plans Reviewer • Development Services • Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Matt Herrera, Associate Planner January 19, 2011— Internal Review & Completeness 11-105147-00-UP None KOREAN AMERICAN CALVARY BAPTIST CHURCH 37515 8TH AVE S RS 35.0 PROJECT DESCRIPTION: Proposal to demolish existing building and construct anew 23,000 square foot church building and 7.980 square foot covered sport court. Existing gym to remain for conversion to Youth Center. LAND USE PERMITS: UPIV with SEPA PROJECT CONTACT: KIM ARCHITECTURE BENNYKIM 7415LAKE BALLINGERWAY MATERIALS SUBMITTED: 1. Signed Process IV MLU application 2. Vicinity Map 3. Assessor Map 4. Site Photos (8) 5. Title Report (2) 6. KC Public Health Septic Review (8) 7. Reduced Size Plan Set 8. Subsurface Environmental Site Assessment and Field Report (4) 9. Parking Analysis (4) 10. Single set of mailing envelopes 11. Environmental checklist (8) 12. Preliminary Technical Information Report (4) 13. Architectural Plan Set (9) 14. Landscape Plan Set (8) 15. Civil Plan Set w/ Survey (8) `CITY OF Federal February 10, 2012 Benny Kim Kim Architecture 7415 Lake Ballinger Way Edmonds, WA 98026 CITY HALL 33325 8th Avenue South Feder y Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com RE: File #11-105147-00-UP; LETTER OF COMPLETE APPLICATION Korean American Calvary Baptist Church, 37515 8A Avenue South, Federal Way Dear Mr. Kim: The Community and Economic Development Department is in receipt of outstanding application fees and mailing envelopes as identified in the January 24, 2012, incomplete application letter regarding the Korean American Calvary Baptist Church Process IV Master Land Use (MLU) application. The remainder of this letter outlines procedural steps as the department begins formal review of the application. NOTICE OF COMPLETE APPLICATION The Process IV MLU application is deemed complete as of February 10, 2012. This determination of completeness is based on a review of your submittal relative to applicable requirements referenced within FWRC 19.15.040, "Development application submittal requirements." A technical review of the MLU application will now begin. The Hearing Examiner will issue a decision on the application within 120 days of this letter. Please be advised that the 120-day review time will stop whenever the city or agencies with jurisdiction request corrections, additional studies or information. The 120-day review time will begin within 14 days from the date the information has been provided to the city. PUBLIC NOTICE The combined Notice of Application and optional DNS will be distributed within 14 days of this letter as follows: (1) one copy will be posted at each of the official notification boards; (2) one copy will be published in the Federal Way Mirror; and (3) a copy will be mailed to property owners within 300 feet of the subject property. The department also has the responsibility to notify other agencies that may have jurisdiction over your development project or an interest in it. The applicant is responsible for posting a notification board prepared by the city. The cost of the board is $40.00, payable at the permit counter. The notification board will be ready for pick up at the Permit Center will call area by 8:00am Friday, February 24, 2012. A notice of public hearing will be issued at least 14 days prior to the hearing date and a staff report with recommendation will be made available within seven days of the public hearing. Mr. Kim February 10, 2012 Page 2 CLOSING If you have any questions regarding this letter or your development project, please contact me at 253-835- 2638, or matt.herrera@cityoffederalway.com. Sincerely Matthew Herrera Associate Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer 11-IOSI47 Doc. I D. 60346 C00ACj �v ■Tm n Al City of Federal Way Department of Community Development Services 33530 First Way South Federal Way, WA 98003 December 29, 2011 RE: Korean American Calvary Baptist Church Submittal of SEPA and Process IV Design Review Our Job No. 14377 CIVIL ENGINEERING, LAND PLANNING, SURVEYING On behalf of Kim Architecture, Barghausen Consulting Engineers, Inc. is submitting the plans and documents for SEPA and Process IV review of the proposed Korean American Calvary Baptist Church project. The 6.7 acre site is located along the west side of 8th Avenue South, south of South 373rd Street and currently contains the existing church building which will be removed for construction of the new building. The proposed project will consist of the construction of a new 20,276 square foot church, remodel of the existing building as a youth center and the construction of a 7,980 square foot sports court. Site work will include asphalt parking, landscaping, water main extension, on -site septic system, stormwater facility and upgrades to the existing utilities. A pre -application meeting for the project was held under Application No. 10-104872-00-PC. The following plans and documents are enclosed for review. 1. Eight (8) each Master Land Use Application 2. One (1) each Check for Application Fees 3. One (1) each King County Assessor's Map 4. One (1) each Vicinity Map 5. Two (2) each Title Report 6. Eight (8) each Site Photographs (part of plan set) 7. Eight (8) sets Architectural and Preliminary Civil plan, photometric light plan, demolition plan, floo exhibit, site photographs, topographic survey, landscape design plans. 8. One (1) set Plan sheets reduced to 11 x17 9. Eight (8) each Preliminary Septic Design Approval 10. Eight (8) each SEPA Checklist r Engineering Design Plans, including site plans, building elevations, exterior color preliminary civil engineering plans and 11. Four (4) each Preliminary Technical Information Report 12. Four (4) each Limited Subsurface Investigation 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-87E BRANCH OFFICES ♦ OLYMPIA, WA ♦ CONCORD, CA ♦ TEMECULA, CA www.barghausen.com City of Federal Way Department of community Development Services -2- December 29, 2011 13. Four (4) each Field Report — Limited Subsurface Investigation 14. Four (4) each Onsite Parking Analysis 15. One (1) each Self Addressed Stamped Envelopes for property owners within 300-foot radius 16. One (1) each Property Owner List and 300-foot Radius Map We believe that the enclosed plans and documents comprise a complete SEPA and Process IV permit review application package. Please route for review at your earliest convenience and please feel free to contact me with any questions or if you need any additional information. Sincerely, Daniel K. Balmelli, P.E. Executive Vice President D KB/d m/bd 14377c.001.doc enc: As Noted cc: Benny Kim, Kim Architecture (w/enc) Ali Sadr, Barghausen Consulting Engineers, Inc. Eastgate Environmental Health Services 14350 SE Eastgate Way Bellevue, WA 98007-6458 206-296-9791 Fax 206-296-9792 TrY relay: 711 www.kingcounty.gov/health July 15, 2011 Public Health Seattle & King County RECEIVED DEC 2 9 2011 ADC Wastewater Engineering CITY OF FF-PESRL WAY Rocky Anderson COS 732 Broadway, Suite 202 Tacoma, WA 98402 Re: PRELD41NARY Rezone Application Review Address: 37515 8'h Ave S Activity: SU0091179 Parcel No: 322104-9091 Owner: Korean American Calvary Baptist Church Dear Rocky: Public Health has received your PRELIMINARY REZONE application for the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this preliminary design review soils appear to be adequate to support an on -site sewage system and 100% reserve area, therefore it has been approved with the following conditions (to be met by final), comments or concerns: 1. A current water availability letter for the change of use from Lakehaven Utility will be required. 2. Based on the existing trench depth of the active drainfield (24"), the vertical separation in the active drainfield area needs to be verified during the winter months with a winter water table review to demonstrate adequate vertical separation for a current code pressure distribution system without pre-treatment. Portions of the active drainfield trench will need to be exposed to the soil interface depth and soil logs will need to be excavated in the active drainfield area. 3. Mottles and damp soils were observed at 25, 20, and 24 inches in soil logs 8, 9, and 10 respectively. A full winter water table review would be required to be approved for a pressure distribution reserve drainfield area. 4. The gymnasium was not addressed in the change of use proposal. On any future design proposal you must specify if the gymnasium will continue to have plumbing. 5. Detailed floor plans will need to be submitted with any future design proposal. The floor plan shall include all plumbing fixtures in the proposed structure. .®,� a ADC Wastewater Engineering July 15, 2011 Page 2 6. Please note if the church has a kitchen (Commercial Grade or Residential Grade) all calculations must be done at 15 gallons per person per day. If the Korean American Calvary Baptist Church (KACBC) wishes to have a kitchen with the projected congregation of 300 people, they will have to submit to the Washington State Department of Health for a Large On -Site System (LOSS). If no kitchen is desired, KACBC may submit to PHSKC if their max gallons per day are less than 3500 gallons on every day of the week Sunday through Saturday. 7. A critical areas designation of the drainfield areas will be required at the time of design submission. Note: This is not to be construed as a septic system design approval for future proposed structure, nor is this an approval for the continued use of the system as shown on the draft plot plan. If you have any questions, please contact me at (206) 296-9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. SincerelyU--- arone Baker, R.S. ealth and Environmental Investigator R Community Environmental Health cc: Korean American Calvary Baptist Church (KACBC) PRE -API CATION REPORT RECr— (Submit Application, Plot Plan a, id Other Required Documents in Triplicate) S U ATTACH A ROUTE/DIRECTION MAP FOR LOCATING THE PROPERTY HEAL DEFT. SE REQUEST FOR SUBDIVISION PUBLIC HEALTH _ SEATT'LE & KING COUNTY PRE -APPLICATION REVIEW ENVIRONMENTAL" HEALTH DIVISION Complete the following and submit with the appropriate fee. •NOTE• Fee ... $764 plus $115 per lot. THIS APPLICATION IS FOR PRELIMINARY REVIEW OF PROPOSED METHODS OF Check Appropriate Box: SUBDIVISION ❑ SHORT SUBDIVISION ❑ SEWAGE DISPOSAL AND WATER SUPPLY SUBMIT APPLICATIONS TO: I -AND USE APPLICATION COMMUNITY ENVIRONMENTAL HEALTH 900 OAKESDALE AVENUE SW, Suite 100 **ATTN:.DAVID `KOPERS#CI_='S.EESATTACHED,C.O-VER SLETTERl *° Renton, VITA 98057-5212 (206)296-4932 APPROXIMATE STREET ADDRESS 37515 8th Ave S NAME AND/OR NUMBER OF D.D.E.S. APPLICATION N/A - City of Federal Way LEGAL DESCRIPTION PARCEL # 1 3 2 12 11 10 14 9 0 LP i..� NUMBER OF ACRES 6.7 NUMBER OF LOTS TO BE REVIEWED 1 SMALLEST LOT SIZE 291,852 SQ. FT. OWNER KACBC ADDRESS37515 8th Ave S - Federal Way, WA 9800PHONE# (253) 661-8133 AGENT Rocky Anderson - ADC Inc ADDRESS 732 Broadway, #202, Tacoma 98402 PHONE# 253-203-1200 THE FOLLOWING INFORMATION MUST BE PROVIDED: WATER SUPPLY (Complete Section 1 2 or 3 below): Section 1. X Existing Public Water Supply Lake Haven Utility District Attach Certificate of Water Availability (Name) Section 2. ❑ Proposed Public Water Supply ame ❑ Declaration of Covenant(s) Attached ❑ Recording # or ❑ To be recorded with final approval ❑ Restrictive Covenant(s) (if applicable) ❑ Recording # , or Attached ❑ To be recorded with final approval Water Use Agreement Attached ❑' Recording # or ❑ To be recorded with final approval ❑ Waterline Easements Attached ❑ Recording # , or ❑ To be recorded with final approval D Covsstewater eag i neering May 17, 2011 David Koperski King County Health Department 900 Oakesdale Ave. SW Renton, WA 98057 RE: 37515 Wh Ave S Parcel #: 322104-9091 Applicant: KACBC Dear David: Enclosed is a Land Use Application for the above -referenced project. Pursuant to your attached e-mail: the application is being submitted on a Preliminary Short Plat form; a fee equivalent to the base -fee plus one lot has been paid; and no Critical Areas Designation has been included. Because the property is already connected to Lake Haven Utility's water system, a recent water bill has been included with this application in lieu of a water availability certificate. The project consists of an existing church, which is proposing to expand. The facility was previously the upper campus of Spring Valley Montessori. The original pressure distribution on -site sewage system (OSS) was installed and approved in 1984. In 1997, two additional septic tanks were added to the system to accommodate a new gymnasium. Per our conversations, our proposal involves utilizing the existing drainfield, abandoning the existing wastewater tanks and pump systems, and replacing those components with new. The development proposal includes a residential -style warming kitchen. Our formal design proposal will include a wastewater monitoring plan that will be intended to watch for effluent characteristics that exceed residential strengths. The greywater line from the kitchen will be plumbed separately such that an easy conversion to a Nibbler system can be achieved if necessary. We have shown a schematic layout of a future Nibbler system, should it be needed later on. I have attached an analysis -of design flows for the project. As you will see, the actual average daily design flows should be approximately 370 gallons per day. The existing drainfield was designed for 600 gallons per day, using an application rate of 0.5 gallons per day per square -foot (per June 1984 Gibson-Frundt calculations). It consists of 600 linear feet of 2-foot wide trenches. Using a current Type 4 soil application rate of 0.6 gallons per square -foot per day, the drainfield actually has capacity for a design flow of 720 gallons per day. Our proposal is to design the OSS upgrades using an average daily design flow of 600 gallons per day, which will be very conservative given our estimated design flows of 370 gallons per day. --ADGAastewater•Engineer+Rg_A -f-P--2512-0342-0Q-- _ ... ......... ........... _ - __ _� _ _-- May 17, 2011 David Koperski King County Health Department RE: 37515 8th Ave S Parcel #: 322104-9091 Applicant: KACBC Aqua Test, Inc. performed a thorough evaluation of the existing drainfield (report enclosed), including excavating down the sidewalls of 6 trenches. They found the drainfield and trenches to be in good condition, with no evidence of bio-mat formation. The bottoms of the trenches were found to be approximately 24 inches below grade. ADC directed 10 test pit excavations on the site, including 3 immediately south of the existing drainfield area. The pits were excavated on February 23rd of this year. There was faint mottling observed in all the pits, ranging between 29 and 36 inches below the surface. However, on the day of the excavations, as well as 2 subsequent site visits in March and April, no water was ever observed in the pits, nor was there ever any indication water had existed in the pits in between site visits. Therefore, it appears the faint mottling is not an accurate indication of water tables, which appear to be greater than 48 inches below the ground surface. Because this is simply a Land Use application, we are requesting only preliminary approval of our OSS upgrade proposal. We understand that a complete design application will be required in order for the Health Department to issue a formal approval for the upgrades to be permitted. Thank you for your consideration of this application. If you have any questions, please feel free to call. Sincerely, - ,LY - Rocky R Anderson Professional OSWTS Designer Dc•tiNaae` 6T.-FEr� rin I. _— F 253.2(13.OQ9� W_..-•-- - _ �_ r..�.. _ . - _ -- -- -- Rocky Anderson - From: Koperski, David [David.Koperski@kingcounty.gov] Sent: Monday, April 11, 2011 9:25 AM To: Rocky Anderson Subject: RE: KACBC - 37518 8th Ave S - Parcel 322104-9091 Rocky, I have included answers at the end of each bullet. Your proposals are as we discussed and agreed to this morning. Dave From: Rocky Anderson [mailto:Rocky@adcinfo.com] Sent: Monday, April 11, 2011 8:47 AM To: Koperski, David Subject: KACBC - 37518 8th Ave S - Parcel 322104-9091 Hi Dave, We are getting ready to submit a preliminary design/Land Use application for this project. Can you please confirm the following for me? o .Application form —we plan to submit on a Preliminary Short Plat Application. Agreed. • Fee — I assume the fee will be the base fee plus one lot ($879)? Correct. o Critical Areas— Because the site is existing construction, we do not plan to submit any Critical Areas information with this application. Agreed, CAD not required at this time. If you could either confirm or correct the above, I would appreciate it. Per our discussion, we will also include information regarding the dates of our site visits and test pit observations, and relate that back to rainfall data for those periods. Yes, this is acceptable. Thanks! Rocky Anderson I Professional OSTWfi Designer TOTADC"' 4 0 � www.adcinfo.com 732 Broadway, Suite 202 Tacoma, WA 9M02 253-203-1200 office 253-203-0090 fax aveq ILITY DISTP Account Number Bill Group 363103 685 Service Address 37515 8 AVE S FEDERAL WAY, WA 98003-7432 Meter Serial Number 98468152 '—) LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 (253)927-2922 (253) 941-1516 Account Summary Previous Balance Payments Received Penalty Adjustments Current Charges (see detail below) Total Due Previous Read Date I Current Read Date 1 Previous Reading 1/31 /2011 4/4/2011 Current Charges Water Charge 42.55 Subtotal of Cutrent ChAeges $42.55 Miscellaneous charges Majr include account change charges, doorlianger charges, shutoff charges, legal fee§, etc. Depending upon the services you receive, your bill may contain one or more of the following state mandated taxes of approximately: 5.0% for Water 3.6% for Sewer 1.5°lo for Streetlights As a Special Purpose District we do not levy, or collect for any city, a local utility tax on any of the services we provide. 3,480 Web Site: www.IaKehaven.org Email: lakehaven@lakehaven.org Fax: (253) 839-9738 Bill Date Due Date 5/13/2011 6/2/2011 Usage History Period 42.55 MAY/JUN 11 -42.55 MAR/APR 0.00 JANIFEB 0.00 NOVIDEC 10 42.55 $42 55 SEP/OCT JULIAUG MAY/JUN Current Reading 3,483 Billing Messages Usage (CCF) Usage (cu. ft.) 3 This bill reflects a rate increase effective January 1, 2011, Lakehaven rates remain one of the lowest in the state. Water lawns during the early morning hours when teMperatures and wind speed are the lowest. This reduces losses from evaporation. Accounts with a balance of $10.00 or less shall not be charged interest or penalties oit the unpaid balance and payment may be deferred until the next billing cycle. A 10%. PENALTY WILL BE ADDED IF PAYMENT IS RECEIVED 10 DAYS AFTER THE DUE DATE SHOWN ABOVE. 3 3 3 7 0 0 0 PAYMENTS RECEIVED AFTER 12 NOON WILL BE CREDITED THE NEXT BUSINESS DAY. YOU MAY ALSO PAY YOUR BILL, WITH NO ADDITIONAL CHARGE, BY PHONE AT 1-877-307-1635, OR VIA THE INTERNETAT http:/lwww.takehaven.org. Return this portion with your payment. For credit card payment complete reverse side of bill. LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH Account No: 363103 FEDERAL WAY, WA 98003 Due Date Please Pay if you are enrolled in our automatic payment program the amount due will be 61212011 $42.55 deducted from your account or charged to your credit card on the due date. KAC BAPTIST CHURCH 37515 8 th AVE S FEDERAL WAY, WA 98003 AMOUNT REMITTED ' Please accept my donation of $ to help someone in need. TOTAL REMITTED $ 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 00 0 CO 0 co 0 0 O 0 Lo 0 LO 0 I-- - [D o O N C O O Co M 07 M 00 Cn M O M lO = TLL T N NM iU) O O O O O LO LO O Lf) Y9 O O O O O O V' Cl 0 0 0 0 CD O h co 0 LO ti ti `a' ti r N ID V• N Cl) Ccc r T r 7 U 0 0 0 0 0 0 0 0 0 0 LO N fly N LC) N NLO LO lL a •� O D _ a a a a a a a 0wco ca N O Q 0 v � LO v V- O of — _aUi O co O a d a ca o t 0 Z N O N :] N N N M 7 T U _a N U O U C Q. N cccII U U Q UaL C C O O ls6 L O O fl- N ti N t` O N N M O p v C a � q) Ox 0) OL 7 O C C C• m N U Q fq N C CL m E N CL CL m N N O o O U U� Cl) U V o `FE � o � � `F � `.= o E m CL �' o tm O O >- O� O O O to �. N co # tm V cc C C c wm co m cc N cc O !9 N C R a 'o ? n _ _ � �_ _ _ ..: ti.':: yam. '_•�" - r.�r": `�.411. �'.'- A 1[�.Y'-•'•:r}3: •S..^^L-�fk~ �r5-•"[{' :��^" -'4 •'[` ���ir�r'i-���..:.t..n �.. �_°_-:S�. .'"J-'<:.'1:�...:i. �__.�i•� _: ��—`_�J — :-�A''.�ZA--'- �'�. .�� �1C•Ti.a�.i :»� _� �t��.i..'�.+a ���..-- �"` ^`a'i°-_rer-ce_•+� 7C]C:gGt1�a.'='"�:.?�.: `.=�A�GiST^..,:�"+L=�•-+�J'... :"�'•..:..-��".x� _:._:.:w-.'F'� ._ ;—G :-.t�L. ����_?�.E^r" T=_�r���:._Y._d_•.•C..� r '�:'s;3.ti•-:«�'p'K�:L3'il4T+: ••`2�A' ��' AQUATEST INCORPORATED April 1, 2011 Rocky Anderson ADC Wastewater Engineering 732 Broadway, Suite 202 RE: Korean American Calvary Baptist Church Dear Rocky, We performed the requested septic system inspection for the above referenced property with the focus of the inspection on the condition of the drainfield as the current plan is to abandon the existing septic tanks. As such, we excavated test holes on both ends of the drairifield laterals describe in the following sentences. On the northern end of the drainfield we excavated four soil logs adjacent to. the laterals and then hand dug over to the side wall and bottom of the trench in an effort to identify any form of 4iomat. In all 4 cases we did not witness any form of biomat in the rock or soil. We repeated this sequence on 2 laterals on the southern end which exhibited similar results. Additionally we excavated two more soil logs such that an estimate of vertical separation could be identified through your soil analysis. For the ` purpose of this discussion a lateral on the northern end in the upper reaches (log #1) of the field and one in the lower region (log #2) were excavated to provide you with the necessary information. With respect to soil log one we found thatthe bottom of the trench was at 24" and there was 9" of rock, Soil log 2 was 23" to the bottom of the trench and had 9" of rock. On the southern end of the drainfield two soil logs were excavated, one in the upper area(log #3) and one in the lower area (log#4). Both of these soil logs exhibited the same profile being 24" to the bottom of the trench with 8-9" of rock. If you have any additional questions please feel free to contact me at anytime Cordially, Matt Lee 425.432.9360 tel 425A13.9431 fax 800.221.3159 off P.O. Box 1116 Black Diamond, WA 4wi�+w'aquate�tinS.- i�'�r"-Y_� '-,n",�� ":��.���_��7s:.�.k w'���s: -`.� ___ _ �a. ara�44;3'�..��"., aP..'�r' xf ��YGZY�"•� Public. Health Seattle & King County On -site System Maintainer to return with filing fee to Public Health- Seattle & King County, Environmental Health Division, 900 Oakcsdale Avenue SW, Suite 100, Renton, WA, 98057, Tel. (206) 296-4932. Faxed copies will not be accepted due to data entry purposes. Fee Schedule available at http:flwww.kingeouiaty.gov/healthselviceAealth/ehs/f`ees/wastewater.aspx. PARCEL (APN): 131- Z / U ' � Q F t DATE. DATE OF NMONITOEXT VISIT:. 3 / l H SYSTEM TYPE: PRESSURE DISTRIBUTIONef MOUND ❑ SAND FILTER ❑ INSPECTION TYPE: TIME OF SALE 0 FIRST 6 MONTHS AFTER APPROVAL ❑ ANNUAL ❑ 6 MONTH (COMMERCIAL) ❑ Customer / Property Owner Name: �� _ AA41��, e- AL aj$E:yC _lr, Cf�,►tZ C - Site Address: 3 7-:E t rt , li�-•rc S o City: Mailing Address• City: Zip: OSM Name: OSM#: _ 50 OSM TeI# :C2Ki) Lz-r- �� A. SEWAGE SURFACING: No f Yes If yes, answer a-c: (a.) State where sewage is surfacing in it Section IV. (b.) Contained On -site or Migrating Off site (o.) State possible cause(s) of failure in Section IV. !f B. PRE -FAILING SIGNS: No ✓ Yes Ifyes, state observations in Section IV. C. OSS WORHING PROPERLY: Yes ✓No _df no, state observations in Section IV (i.e. functioning but unable to maintain. etc). 1. (a.) Septic Tank Size: Ar /vrrC> gal. (b.) Pump Tank Size: VLJ,, gal. (c.) Tank Material: g­a,.v 2. Solids Accumulatio -' Scum (inches) Sludee (inches) Scum (Inches) Sludze (inclies) Septic Tank 1 Com artment 1 / 2 FSetic Tank 2 Com artment 1 /2 /�_/y Tank 3. Liquid Level is at�G, above__, or below 4. 6. 7. 8. 9. 10. the invert of outlet pipe, Baffles: Baffles: Satisfactory Unsatisfactory Not Accessible Not Applicable Inlet Baffle Center Baffle Outlet Baffle r- uut:et ksaLtie Ncreened: Yes No'N/A If yes, bale, cleaned: Yes No Pump Functioning Pxoperly: Yes-', .-No NIA If no, explain in Section 1V. Alarm Functioning: Yes , ,-No Not Accessible If no, explain in Section IV. Float Switches Functioning: Yes_ L, 'No If no, explain in Section IV. Draw Down Test: (a,) . -q t!� Inches/Min (b.) �I Gals/Inch (c.) ? GalslMinute Tuner: Yes Nn . -,- Tf -nn_ r[.r:r)M •;: * 47 rA2.vmn.qm Tf vPa wncvjnr n..r• IJot- a4ecaes� ��I 3. Liquid Level is at�G, above__, or below 4. 6. 7. 8. 9. 10. the invert of outlet pipe, Baffles: Baffles: Satisfactory Unsatisfactory Not Accessible Not Applicable Inlet Baffle Center Baffle Outlet Baffle r- uut:et ksaLtie Ncreened: Yes No'N/A If yes, bale, cleaned: Yes No Pump Functioning Pxoperly: Yes-', .-No NIA If no, explain in Section 1V. Alarm Functioning: Yes , ,-No Not Accessible If no, explain in Section IV. Float Switches Functioning: Yes_ L, 'No If no, explain in Section IV. Draw Down Test: (a,) . -q t!� Inches/Min (b.) �I Gals/Inch (c.) ? GalslMinute Tuner: Yes Nn . -,- Tf -nn_ r[.r:r)M •;: * 47 rA2.vmn.qm Tf vPa wncvjnr n..r• IJot- a4ecaes� ��I it /A iy. �•-Pr ... _ N• r -� --y - `:�' , r ic� � t ! 95471I• ST � ari / ,.�3L$t Sl • N .y j' j. v,�I•C. ..� ` S �.�� iv`4Y �': •:C•1'r[Si 1 564:.i E 3 - iu.- 'fry S - s� • spa .. N.Y I �. � • , • : � - ,sKc ', r —' ,�• It 7: L' 41 .• 9 f smu z �. , li"c'ic.9f E9➢¢S71atIw lna -- -- � - - � - -- --�.:• : VICIINITY MAP I (NTS) GRAPHIC SCALE NCE 66;w. 1" _ 80' 40 0 40 T) 160 I 13 �E xWD Txc ?a'4�E T .8d' 5853i 15r— 235. t f _—_—_—_,_—_—_—_,.�_--S.-- Q-. x •L� a 732 BROADWAY, SUITE 202 ON -SITE SEWAGE PROJECT SHEET: 1 of 2 R. AND `� ADC TACOMA, WA 98402 SYSTEM IMPROVEMENTS 37515 8TH AVE S DATE: 05-16-11 ROCKY R. AN[3ER50N � FEDERAL WAY, WA LICENSECV� 9r r� V PHONE 253.203.1200 FOR: KACBC EXPIRES 05/a2M2 wastewater engineering FAX 263.203.0090 37515 8TH AVE S wwx.adcinfo.rwn ..�.� _- - _- -.__- _-�_._W_,�.�_.��...�. _----j���_�..--____,-�._____--�-_.�-..�_-.M . _.-•.--.--_.-_--- --FFDDAE-WAY-WA—:98D03--P.AR.CEL 22104=9.091-----.--- .NO.__DAT .,&Y .r i t+ _: - ... .-.... � ... r.�";v ..::�."�+•. .r`r�: -ram .. _ --M••+�i.ua7—�.�ad��+ .-4�--'-����r£4 w1�-. - .�5,..... �._,�� ..._ ..-.--.._..-7.�'--..-_ _^ .. ... . .... ... ..ram:. �r'� 77 •... -�.. - ... GRAPHIC SCALE-''�-�'� NEW 1500 GAL. PC L'= ' 1" = 30, ••f � f ' ' � %' I � S - PARTMENT 5 15 30 -CONNECT NEW PRESStiR f� �L EXIST. WASTEWATER TANK TRANVORT LINE .� SEPTIC TANK ' TO BE ABANDONED TO EXISTING ff`� NEW 3.00 NEW 3000 GAL. n GAL. D05E SINGLE-COMPA TMENT PROV c Nam( TANK SEPTIC TANK AP _ ING U SEAT TL PUBLIC EAR � D e- � FUTURE 1000 GAL CL.ARIA >rH$ EXIST, ASTEWATER TANKS 1 � FUTURE 1500 GAL NIBBZ -7ldC1 --DATE TO BE ABANDONED PROCESSING TANK E(ISITN DRAINFTELID � P P(CN) " e .' ---- h °y FUMAL 500 GAL. SURDJ TANK TRENCH DRAI poo) ' • ° 'REASE CON( L_ P(QH) 1 ry d �• r I A d i PROPOS RESERVE ► ! I - DRA! FEILD�AREA / I ------------• • c( 335 F. 3 WIDE P SSURE TRIBUTTON ENCHES I EXISTING BUILDING d �I ! l I! ! r ! NEW BUILDING I r ► _ ! r ! ! . _. ' , •--------- --- --- �I Ir !! !! f 0 c -1. 2— I + " a• 1 � ;° 7.94 I ! ! • ° � •d ra r l) .e•" r JJLLYII a ' .Ic •G f'ff I - y a - ' 4 °' 1 A�ds Nre d• ' 5 a a ° ° 732 BROADWAY, SUITE 202 ON -SITE SEWAGE PROJECT SHEET. 2 OF 2 ROCKY R. 0103ANDEDN� TACOMA, WA 98402 SYSTEM IMPROVEMENTS WAY, S SON DATE: 05-16-11 a......................ADC 37515 8 i ICENSED L7ESiGNER PHONE 253.203.1200 OR wastewater engineering FAX 253.203.0090 ExpIRE:s . asrozr�2 . -F FEDER,4L VJP Y INR :98003-. y _ - -- — www. adcinfo.com B�'-i4'Q- AP'D REVISION...----, __---------_ ._._ - - - - - - �-.+� .. - - - ..... _ ..._ .— _.. -.-. _.. __._-_...- �=........_•^.•-T."-^�v. � - .•s^-^r^ - -�.._ .. _...._-_... .-...._.___...-. _ .... _ - _ - _-_•..«^`^.`^^t"r`C._`.�'"..•-.�."'^e �- _ _-.�`-^'•�'.t"'.T4 '"_.:Y�• ^^i`.;"^� �--� _" '�' . '•.'- ...1�^•^_w_._T � - - .. _. ..__ - ..-...-.. ..: -•. n ..� is ._-..-N �. w. :. 1'.:..' - - .. - tii:CT - �u-a_.Q a".'..-.....'.e�._ ' • �.. Mx... ...-..Mr-. -. -..F...-.......�.. � -.. •F..�.. _ iT.C^.. f" L�. ....."1 .�:'�.-�-'%'1J'� •�:^:�'_:'•.=:�1. �:« - _.L 56 ��.:....,.:.,:.�:1=ti^1I11=["' — �-c:.. - - �' - .. _.. .. '•�, r �„.. _._,::�-- ..- - - -_`;,'�n.ti.+x�£��`:.SSc.'E57='_R1'�:�'�v h�w'`ik..SY ::=.w..e.'•i.>��`C'..�rti,�..- y,=�y�.a-'"L� �. tL��.::J��Tc+i��;���... r`�',r� a �;:_":'...-..-....... .. .,.: a➢37+�i�il��:7s�L�"�i.�c�d• �1Ka G CIVIL ENGINEERING, LAND PLANNING, SURVEYING n tr ONSITE PARKING ANALYSIS oys� Korean American Calvary Baptist Church The proposed project includes the construction of a new 20,276 square foot church facility on a 6.47 acre site which contains an existing 9,186 square foot building. As part of the project, a portion of the existing building will be removed and the remainder remodeled to provide a 4,812 square foot youth center. The church congregation will contain seating for up to 300 people. Services will be held at 11 a.m. on Sundays. No services are planned during the weekdays. Church leadership meetings will be held Saturday mornings at 10 a.m. and will consist of up to eight members on the average. The City of Federal Way does have a specific parking code requirement for churches but based on discussions with the Planning Department and the applicant, a reasonable requirement for parking for this type of facility is to provide one stall for every 2.5 seats in the congregation area since each vehicle attending the services would include an average family of approximately 2.5 members. Also, it is anticipated that it is only on rare occasions that the congregation would be at the maximum capacity of 300 people. Using a parking requirement of one stall for every 2.5 seats results in a total onsite parking requirement of 120 stalls. The proposed project includes a total of 120 new parking stalls including 6 ADA stalls. RECEIVED DEC 2 9 2011 CITY OF FE-DERAl.1+VAy COS 14377.005.doc 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ CONCORD, CA ♦ TEMECULA, CA www.barghausen.com (�VIA ti•. �, ��'+' � �'� %dry � _ Al SITE PHOTO -VIEW FROM NORTH RECEIVED DEC 29 Z011 CITY CtF FEDERAL WAS" CDS ISSUED DATE: PROCESS IV LANDUSE DEC 5. 2011 N 4 U z � = o U cn 00 Cf) Q � � z Q Ib � m Q J r C-- N7 W Q j L�j W Q U SITE PHOTOS FILE 21101 LL -8. -1 s. MEN! w R ►. � n A •I r f ' a a R1 SITE PHOTO' — VIEW FROM EAST e - ' .. k }} ISSUED DATE: PROCESS " Uf1DUSE DEC 5, 2011 n m SITE PHOTOS FILL 21101 A-8.2 i �, � SITE PHOTO -VIEW FROM SOUTH r I ✓ �- a1. e _ • � .Zti�• ISSUED DATE: PROCESS N LANDUSE DEC 5, 2011 N O Q c� z � Q = C� U o CD Q � � z Q 0 Q m u7 J of Q� r-) W Q j 1 Q U SITE PHOTOS FET 21101 A-8.3 i �= z L 15 ■r 1_ � L 1 Al SITE PHOTO - VIEW FROM WEST 4 'A - I _ V i ` r k a ISSUED DATE: PROCESS N IANDUSE DEC 5, 2011 N O Q E _ g C:) 3: u z m n 'o < J w c� rrl z � = o cn c� 00 m I Q oc)Q < Of w o Q L� SITE PHOTOS FILE 21101 A-8.4 V_'' S 373rd St L:. . 11 VICINITY MAP ® Co N r S 3690 Sr Rd S 372nd St h S 373rd St 4 N S Voth St 8 376th St - S 37fikt' ai 4 m 5 S Mot eo Hyle—bvs AV t� Q � } u d ay i5t SC E Alder St tst SttiE Birch St M' Bird C1 Q 02011 Gco0:- KOREAN AMERICAN CALVARY BAPTIST CHURCH BCE JOB NO. 14377 RECEIVED 29 2011 NTS CITY OF FEDERAL WAY CDS 1 _ N CV coU m -U V- O C U C -- �H m N M � C -s O N O O E COO E 3 o E ) O U N � v � Oi — � O 0 >+ Q u O aLi .o Toi f� `0 -0 o ui O c � � Q Y U Z M N E $ Q C cu _ E �� O 0-E crC �03 N (0 O t m`.°c=i r U O _O U U HL�cu r coLE5 N 7 O w LL O �O -0 U C C M z rno 0 U Cl) co . o cu Ca 40P s" I c►� � s 00 v U a 0 U') a co M v co co (DP. d a, o ET^I m-Ti I RECEIVED IMASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES CITY OFVizk� plat 2+'9 20i1 33325 8`h Avenue South PO Box 9718 Fera ay CITY v1Z FEDERAL WAS` Federal Way WA 98063-9718 Inc 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com 1l ^ In514�� �� U�P l L l051 SF I z/2c� APPLICATION No(S) *iD I0Q7:z -- Ci ❑ — PC Date ProjectName- r ., Parcel Number(s) -3 v L�— 61 Uq I PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp P1anfRezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director-s Approval) Process II (Site Plan Review) _ Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process V1 SEPA w/Project SEPA Only Shoreline: VariancefConditional Use Short Subdivision Subdivision Variance: Cornmercial/Residential Required Information l`S 3GJ. l7 Zoning Designation Comprehensive Plan Designation Value of Existing Improvements 2 M Value of Proposed Improvements International Building Code (IBC): _ • A — �? f _Occupancy Type V— Construction Type Applicant Name: fit.; Y Y- M Address: -1441; City/State: QJtvCv a 5 (^-��► Zip: q b0 zoo Phone:i� Fax: Email: Signature: ture: +1Q1i^GInY �d t ►�8 J>° CdVV1 _ " _ _ _ ,,, Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner / �'./�•�rfort y �in� Name: C Address: City/State: S' Zip:{�' LJrr �'3 Phone: 2- Fax: CAiw- 1966(q�i l,dk ;I• eo,,a Email: Signature: Bulletin #003 —August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application &HAVE ONSITE PARKING ANALYSIS Korean American Calvary Baptist Church CIVIL ENGINEERING, LAND PLANNING, SURVEYING The proposed project includes the construction of a new 20,276 square foot church facility on a 6.47 acre site which contains an existing 9,186 square foot building. As part of the project, a portion of the existing building will be removed and the remainder remodeled to provide a 4,812 square foot youth center. The church congregation will contain seating for up to 300 people. Services will be held at 11 a.m. on Sundays. No services are planned during the weekdays. Church leadership meetings will be held Saturday mornings at 10 a.m. and will consist of up to eight members on the average. The City of Federal Way does have a specific parking code requirement for churches but based on discussions with the Planning Department and the applicant, a reasonable requirement for parking for this type of facility is to provide one stall for every 2.5 seats in the congregation area since each vehicle attending the services would include an average family of approximately 2.5 members. Also, it is anticipated that it is only on rare occasions that the congregation would be at the maximum capacity of 300 people. Using a parking requirement of one stall for every 2.5 seats results in a total onsite parking requirement of 120 stalls. The proposed project includes a total of 120 new parking stalls including 6 ADA stalls. RECEIVED DEC 2 9 2011 CITY prF FEDERAL. WAY CDS 14377.005.doc 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ CONCORD, CA ♦ TEMECULA, CA www.barghausen.com 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 File Number Street Address City, State Zip Parcel Number (s) Traffic Impact Fee Estimated By Korean American Church 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 dropdown memu below. Enter the proposed number of units for the Project Number of Impact Fee Rate per Preliminary Impact Proposed Land Use Type (s) Unit of Measure Unit(s) Unit of Measure Fee Amount 1) 6. Church sf/GFA 1 28256 $ 1.79 $ 50,619.39 2) **NONE** N/A $ $ - 3) *"NONE** N/A $ $ 4) *'NONE** N/A $ $ $ 50,619.39 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 prevlouly 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. Number of Proposed Land Use Type (s) Unit of Measure Unit(s) Impact Fee Rate per Preliminary Impact Unit of Measure Fee Amount 1) 2) 3) 6. Church sf/GFA N/A N/A 1 4374 $ 1 $ 1 $ `*NONE" "NONE.. 1.79 $ 7,835.83 7,835.83 STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. Traffic Impact Fee (Before adjustment) $ 50,619.39 Credit/Adjustment including Change of Use $ 7,835.83 Administrative Fee (3%) $ 1,283.51 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 44,067.07 Timing of Traffic Impact Fee (TIF) Payment For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single- family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred, but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions and prior to building permit issuance for un-platted single- family residential lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact fee. DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES - 33530 First Way South Federal Way WA 98003 Phone (253) 661-4000 Fax (253) 661-4129 ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know an answer, or if a question does not apply to your proposal, write "do not know" or does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS: Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions. For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. RESUBMITTED AUG 31 2012 CITY OF FEDERAL WAY CDS A. BACKGROUND 1. Name of proposed project, if applicable: Korean American Calvary Baptist Church 2. Name of Applicant: Benny Kim Kim Architecture 3. Address and phone number of applicant and contact person: 7415 Lake Ballinger Way Edmonds, WA 98026 4. Date checklist prepared: December 21, 2011 Revised August 30, 2012 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): The proposed project to start in spring of 2012 or as soon as all applicable permits are issued. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No future activities are proposed under this application. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Environmental Checklist Preliminary Technical Information Report Preliminary Health Department Approval Phase II Environmental Site Assessment 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None are known to our knowledge. 3 10. List any government approvals or permits that will be needed for your proposal, if known. SEPA Determination by City of Federal Way Land Use Process IV Approval by City of Federal Way Construction Permit by City of Federal Way Right -of -Way Use Permit by City of Federal Way Building Permits by City of Federal Way Plumbing/Electrical/Mechanical Permits by City of Federal Way Transportation Concurrency Permit by City of Federal Way Roadway Variance by City of Federal Way King County Health Department Approval NPDES Permit by Department of Ecology Water Main Developer Extension by Lakehaven Utility District Water Service Connection Permits by Lakehaven Utility District 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project will construct a new 20,276 square foot church, remodel an existing 9,182 square foot building to include 4,376 square foot of demolition to result in a 4,812 square foot youth center and construct a 7,980 square foot sports court on the 6.7 acre site. The existing church building will be removed for construction of the new building. Site work will included paved asphalt parking, landscaping, 8-inch and 12-inch water main extension, septic system, stormwater facility and upgrades to existing utilities. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located at 37515 — 8th Avenue South Tax Parcel No. 322104-9091 NW 1/4 of Section 32, Township 21 North, Range 4 East 4 B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Flat, rolling, ill steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? The site slopes from east to west with the steepest slope on site of approximately 19 percent. C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the King County Area Soils Survey the soils are Agc — Alderwood gravelly sandy loam. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None are known to exist to our knowledge. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 2,600 cubic yards of cut and 2,600 cubic yards of fill material will be used for the project. The source of fill material is unknown at this time but will be from an approved source. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, depending on weather conditions, erosion could occur during the construction phase of the project. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 37 percent of the site will be covered with impervious surface upon project completion. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. A temporary erosion and sedimentation control plan will be designed and implemented according to City of Federal Way standards and will reduce and control erosion impacts. 5 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction of the project emissions from construction equipment would be present. After project completion emissions from vehicular traffic to and from the site would be present. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None are known to exist to our knowledge. C. Proposed measures to reduce or control emissions or other impacts to air, if any. Construction equipment will meet all state and federal emissions standards. No other specific measures are proposed. 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No surface water bodies are in or near the site. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described water? If yes, please describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No fill or dredge material will be placed in or removed from surface water. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. M 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No, the site is not within a 100-year floodplain. 0 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the types of waste and anticipated volume of discharge. No waste material will be discharged to surface waters. b. Ground: 1) Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities, if known. No groundwater will be withdrawn however; stormwater run-off will be discharged to ground water after passing through bioswales for treatment prior to infiltration. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. Domestic sewage will be disposed of through an approved septic tank and drainfield system. The system has been designed and received preliminary approval from the King County Health Department. C. Water Runoff (including stormwater): 1) Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from the project will be from pavement areas and building rooftops. All stormwater will be collected in catch basins and routed via storm pipe to two bioswales for water quality treatment prior to being released for infiltration. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. All stormwater will be treated prior to release and all sewer effluent will be collected and treated in a separate sewer septic system. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. A temporary erosion and sedimentation control plan will be implemented during the construction phase and a stormwater infiltration system will be designed per City of Federal Way standards and constructed to control stormwater runoff from the site. 7 4. PLANTS a. Check or circle types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, mil€oil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Existing trees and landscaping in the area proposed for the new building and sports court will be removed. C. List threatened or endangered species known to be on or near the site. None are known to existing to our knowledge. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. New landscaping and trees will be planted around the proposed building, parking lot and sports court to meet City of Federal Way standards. Landscaping around the existing building to the north of the parking area will remain as will trees located on the western portion of the site. 5. ANIMALS a. Circle any birds an animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, on bird other mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. C. Is the site part of a migration route? If so, explain. Yes, the site is part of the Pacific Flyway for Migratory Birds. d. Proposed measures to preserve or enhance wildlife, if any. The retention of trees and the creation of new landscaping to comply with current standards will help to preserve and enhance wildlife. 0 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for lighting and natural gas will be used for heating. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. It is not anticipated that the proposed project would affect potential solar energy use by adjacent properties. C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. The building will meet the Washington State Energy Code 2009. No other specific measures are proposed. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Im 1) Describe special emergency services that might be required. Other than fire, medical and police services already available in the area, no special emergency services are anticipated. 2) Proposed measures to reduce or control environmental health hazards, if any. No specific measures are proposed. b. Noise: 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Vehicular traffic along 8th Avenue South may exist but is not anticipated to affect the project. 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 0 On a short-term basis noise from construction equipment would be present from approximately 7 am to 7 pm, Monday — Friday. On a long-term basis noise from vehicular traffic to and from the site would be generated during hours in which the church facility is generally in use. 3) Proposed measures to reduce or control noise impacts, if any. All construction equipment will meet state and local standards for noise control. No other specific measures are proposed. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? A church facility currently occupies the site. All surrounding properties contain single- family residential dwellings. b. Has the site been used for agriculture? If so, describe. It is possible that the site was used for agricultural purposes in the past but specific information is not known at this time. C. Describe any structures on the site. The existing church building is located to the west of the parking area and another larger building is located to the north of the parking area. There are also two smaller buildings located just to the north of the existing church. d. Will any structures be demolished? If so, what? The existing church building will be demolished as well as the two smaller buildings. e. What is the current zoning designation of the site? The zoning classification is RS 35.0 (Residential Single -Family). f. What is the current comprehensive plan designation for the site? Residential g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not to our knowledge. 10 i. Approximately how many people would reside or work in the completed project? No persons will reside in the proposed building. Worship services are offered on Sundays. A few staff members will work on Saturdays and Sundays. Approximately how many people would the completed project displace? No persons will be displaced by the proposed project. k. Proposed measures to avoid or reduce displacement impacts, if any. No specific measures are proposed. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Churches are an allowable use within the RS 35.0 zone and the project will comply with all zoning and Community Design Guidelines. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. N/A C. Proposed measures to reduce or control housing impacts, if any. N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of the building is the top of ridge at 36'0" above grade. The exterior finish materials are mainly wood siding and aluminum storefront windows with some stucco and stone cladding for accent. b. What views in the immediate vicinity would be altered or obstructed? No views would be altered or obstructed by the proposed project. C. Proposed measures to reduce or control aesthetic impacts, if any. The building design will comply with City of Federal Way Design Guidelines. No other specific measures are proposed. 11 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Glare from building windows could occur during daylight hours and light or glare from vehicular traffic and parking lot lighting could occur during early morning and evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? It is not anticipated that light or glare produced by the completed project would create a safety hazard. C. What existing off -site sources of light or glare may affect your proposal? Headlights from vehicular traffic along 8th Avenue South could be present but would not affect the project. d. Proposed measures to reduce or control light and glare impacts, if any. Building windows will be constructed of non -glare glass and parking lot lighting will be shielded. 12. RECREATION a. What designation and informal recreational opportunities are in the immediate vicinity? There are no recreational areas in the immediate vicinity. b. Would the proposed project displace any existing recreational uses? If so, describe. No. C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. A sports court is proposed as part of the project and will be utilized by members of the congregation. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers to be on or next to the site. If so, generally describe. None are known to exist to our knowledge. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to exist to our knowledge. 12 C. Proposed measures to reduce or control impacts, if any. No specific measures are proposed. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on -site plans, if any. Access to the site is from 8th Avenue South with one driveway entrance to the site. The project proposes to create an additional driveway access further south along 8th Avenue South. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. The distance to the nearest transit stop is not known. C. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will contain 120 parking stalls total with 6 ACC parking stalls. The current site contains 31 parking stalls which will be eliminated to create new parking. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes. Half street improvements along 8th Avenue South to include curb and gutter, sidewalks and street lights will be required unless a deviation or waiver is granted. Additional right-of-way dedication may also be required. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Based on information provided by the City of Federal Way and their use of the ITE Manual, land use code 560 (church), the proposed project would generate 15 new weekday PM peak hour trips. g. Proposed measures to reduce or control transportation impacts, if any. Payment of traffic impact fees and construction of half street improvements will reduce transportation impacts. 13 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, the project will generate an increase in the need for public services. b. Proposed measures to reduce or control direct impacts on public services, if any. Payment of impact fees, frontage road improvements and installation of additional fire hydrants will reduce impacts on public services. 16. UTILITIES a. Circle utilities currently available at the site: Fle—ctricityl, natural as, ate , refus ervic eIe hon sanitary sewer, a tics stern, other. b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity: Natural Gas: Water: Sewer: Refuse: Telephone: Cable: C. SIGNATURE Puget Sound Energy Puget Sound Energy Lakehaven Utility District On -Site Septic Waste Management Centurylink Comcast The above answers are true and complete to the best of my knowledge. I understand the lead agency is relying on them to make its decision. SIGNATURE: DATE SUBMITTED: December 292011 -,i ` ,. Environmental Management Services LLC providing practical environmental compliance solutions Field Report Limited Subsurface Investigation 37515 8th Avenue South Federal Way, Washington For Korean American Calvary Baptist Church c/o Chong Su Submitted: Wednesday, July 29, 2009 EMS PROJECT PERSONNEL Collette Foley, Project Manager Stephen Spencer, EMS Principal RECEIVED DEC 29 Z011 CITY OF FEDERAL WAY ODS (253) 732-1946 (253) 921-7059 ACTIVITIES CONDUCTED On July 29, 2009 EMS and Northwest Probe (drilling company) arrived at 37515 8th Avenue South, Federal Way (the Property) to conduct limited subsurface investigation. Using a direct push probe rig and direct push drilling technology, EMS and Northwest Probe advanced three borings to a depth of 5 to 7 feet below ground surface where the rig encountered refusal at compacted glacial till. Two borings were placed along the west side of the building and one boring was placed on the east side of the building. No groundwater was encountered during the drilling. One soil sample was collected from each boring and no samples exhibited any visible or olfactory evidence of petroleum hydrocarbons. The three samples will be analyzed for diesel range petroleum hydrocarbons by Ecology Method NWTPH-Dx at Friedman Bruya Laboratory in Seattle. A Subsurface Investigation Report will be issued upon receipt of the analytical report from the laboratory. Based on the subsurface conditions encountered at these boring locations, it is the opinion of EMS that no substantial impact from the former underground heating oil tank was identified to extend beyond the footprint of the building. EMS will provide a final report detailing site activities and analytical results as soon as the analysis has been completed. Please feel free to contact our office should you have any questions. Environmental Management Services, LLC 1912 64"' Avenue West, Tacoma, Washington 98402 Phone: (253) 921-7059 Fax: (253) 369-6228 ems@emsgroupllc.com Spring Valley Montessori ScN— campus II Limited Subsurface Investigation 37515 8th Avenue South Federal Way, Washington DISTRIBUTION Chong Su, Korean American Calvary Baptist Church Bruce Valentine, Neil Walter Company Stephen Spencer, EMS Environmental Management Services, LLC 1912 64°i' Avenue West, Tacoma, Washington 98466 Phone: (253) 238-9270 Fax: (253) 369-6228 ems@emsgroupllc.com July 29, 2009 chops trinit lass.com bvalentine neilwalter.com sspencer@emsqroupllc.com LIMITED SUBSURFACE INVESTIGATION PHASE II ENVIRONMENTAL SITE ASSESSMENT King County Tax Parcel: 3221049091 37515 8th Avenue South Federal Way, Washington 98003 August 5, 2009 Prepared For: Korean American Calvary Baptist Church C/o Neil Walter Company 1940 East D Street #100 Tacoma, WA 98421 Prepared by: Environmental Management Services 1912 64th Avenue West Tacoma, Washington 98466 (253) 238-9270 RECEIVED DEC 2 9 2011 CITY OF FEDERAL. WAY CDS Collette Fole ,XSA, LBI Environmental Scie i / Geologist Licensed Site Assessor Licensed Building Inspector en M. Spencer Principal Environmental Management Services, LLC providing practical environmental compliance solutions Limited Subsurface Investigation August 5, 2009 37515 8"' Avenue South Federal Way, Washington 98003 Table of Contents EXECUTIVESUMMARY .................................. ............................................................................ 1 CONCLUSION& OPINION.......................................................................................................1 1.0 INTRODUCTION............................................................................................................... 3 1.1 Scope of Services........................................................................................................ 3 1.2 Utility Location Identification..........................................................................................3 2.0 SUBSURFACE INVESTIGATION.....................................................................................4 2.1 Analysis......................................................................................................................... 4 3.0 CONCLUSION & OPINION...............................................................................................5 4.0 LIMITATIONS....................................................................................................................6 ATTACHMENTS Attachment A: Project Figures Figure 1 Site Location Map Figure 2 Topographic Map Figure 3 Boring/Sample Location Map Figure 4 Project Photographs Attachment B: Analytical Laboratory Analytical Report Laboratory Chain of Custody Attachment C: Professional Qualifications Environmental Management Services Page ii Korean American Calvary Baptist Church - 37515 8'h Avenue South, Federal Way Limited Subsurface Investigation August 5, 2009 37515 8th Avenue South Federal Way, Washington 98003 EXECUTIVE SUMMARY Environmental Management Services (EMS) appreciates the opportunity to report the findings of the Phase II Environmental Site Assessment (ESA) for the property located at 37515 8th Avenue South, Federal Way, Washington, hereafter referred to as the Property. EMS conducted limited subsurface investigation at the Property on July 29, 2009. The Phase II ESA project was conducted based upon information gathered during the Phase I ESA completed by EMS, "Phase I Environmental Site Assessment: 37515 8th Avenue South, Federal Way, Washington", dated June 2, 2009. Attachment A presents the Project Figures: Figure 1 — Property Location Map; Figure 2 — Property Topographic Map; Figure 3 —Sample and Boring Location Map; and Figure 4 — Project Photographs. The Phase I ESA has produced evidence of one REC at the subject Property. A heating oil UST was located on the Property from circa 1951 until present and is reported to have been filled in place in 2005 by FILCO Company Inc. No sampling was conducted during UST decommissioning activities. Petroleum products have potential for leakage to the soil from not only the UST, but also ancillary piping, pump island, or overfill at the tank fill pipe. On July 29, 2009 EMS and Northwest Probe (drilling company) arrived at 37515 8th Avenue South, Federal Way (the Property) to conduct limited subsurface investigation. Using a direct push probe rig and direct push drilling technology, EMS and Northwest Probe advanced three borings to a depth of 5 to 7 feet below ground surface where the rig encountered refusal at compacted glacial till. Two borings were placed along the west side of the building and one boring was placed on the east side of the building. No groundwater was encountered during the drilling. One soil sample was collected from each boring and no samples exhibited any visible or olfactory evidence of petroleum hydrocarbons. The three samples will be analyzed for diesel range petroleum hydrocarbons by Ecology Method NWTPH-Dx at Friedman Bruya Laboratory in Seattle. Laboratory analysis of the soil samples indicate that no detectable concentrations of diesel range petroleum hydrocarbons were identified in any of the samples submitted on July 29, 2009. Analytical results are included in Attachment B of this report. CONCLUSION & OPINION Environmental Management Services completed Limited Subsurface Investigation for the property located at 37515 8th Avenue South, Federal Way, Washington. EMS has conducted this project from information provided by the Phase I ESA prepared for the Property by EMS in Environmental Management Services Page 1 Korean American Calvary Baptist Church - 37515 81h Avenue South, Federal Way Limited Subsurface Investigation 37515 8`�' Avenue South Federal Way, Washington 98003 August 5, 2009 June 20091. Based on the laboratory analytical results, no further investigation of the Property is deemed necessary. 1 'Phase I Environmental Site Assessment: 37515 8th Avenue South, Federal Way, Washington", EMS June 2, 2009 Environmental Management Services Page 2 Korean American Calvary Baptist Church - 37515 8'" Avenue South, Federal Way i Limited Subsurface Investigation August 5, 2009 37515 8th Avenue South Federal Way, Washington 98003 1.0 INTRODUCTION Environmental Management Services (EMS) appreciates the opportunity to report the findings of the Phase II Environmental Site Assessment (ESA) for the property located at 37515 8th Avenue South, Federal Way, Washington, hereafter referred to as the Property. EMS conducted limited subsurface investigation at the Property on July 29, 2009. The Phase II ESA project was conducted based upon information gathered during the Phase I ESA completed by EMS, "Phase I Environmental Site Assessment: 37515 8th Avenue South, Federal Way, Washington", dated June 2, 2009. The Phase I ESA has produced evidence of one REC at the subject Property. A heating oil UST was located on the Property from circa 1951 until present and is reported to have been filled in place in 2005 by FILCO Company Inc. No sampling was conducted during UST decommissioning activities. Petroleum products have potential for leakage to the soil from not only the UST, but also ancillary piping, pump island, or overfill at the tank fill pipe. Subsurface investigation was recommended. 1.1 SCOPE OF SERVICES EMS conducted the following tasks in general accordance with the written proposal and authorization in July 2009. ■ Prepared a sampling and analysis plan, site specific safety and health plan; conduct pre - sampling activities; provide project management services to guide all project activities • Conducted subsurface investigation using direct push sampling techniques, focusing on the collection and analysis of soil and groundwater, if encountered, for diesel range petroleum hydrocarbons extending both upgradient and downgradient from the former gasoline UST ■ Completed chemical analysis for Property -specific contaminants of concern (COC) on selected groundwater samples. 1.2 UTILITY LOCATION IDENTIFICATION Prior to implementing subsurface sampling activities at the Property, EMS project manager, Collette Foley notified the public underground utilities alert network through the Utility Notification Center (UNC). The service contacted appropriate agencies or companies with underground utilities in the area. These agencies then marked the location of their utilities along the right-of-ways and easements of the Property. Environmental Management Services Page 3 Korean American Calvary Baptist Church - 37515 8t" Avenue South, Federal Way Limited Subsurface Investigation August 5, 2009 37515 8th Avenue South Federal Way, Washington 98003 2.0 SUBSURFACE INVESTIGATION On July 29, 2009 EMS and Northwest Probe (drilling company) arrived at 37515 8th Avenue South, Federal Way (the Property) to conduct limited subsurface investigation. Using a direct push probe rig and direct push drilling technology, EMS and Northwest Probe advanced three borings to a depth of 5 to 7 feet below ground surface where the rig encountered refusal at compacted glacial till. Two borings were placed along the west side of the building and one boring was placed on the east side of the building. No groundwater was encountered during the drilling. One soil sample was collected from each boring and no samples exhibited any visible or olfactory evidence of petroleum hydrocarbons. The three samples will be analyzed for diesel range petroleum hydrocarbons by Ecology Method NWTPH-Dx at Friedman Bruya Laboratory in Seattle. 2.1 ANALYSIS Laboratory analysis of the soil samples indicate that no detectable concentrations of diesel range petroleum hydrocarbons were identified in any of the three samples submitted on July 29, 2009. The Laboratory Analytical Results and Chain of Custody documents are available in Attachment B of this report. Environmental Management Services Page 4 Korean American Calvary Baptist Church - 37515 8" Avenue South, Federal Way Limited Subsurface Investigation August 5, 2009 37515 8"' Avenue South Federal Way, Washington 98003 3.0 CONCLUSION & OPINION Environmental Management Services completed Limited Subsurface Investigation for the property located at 37515 8th Avenue South, Federal Way, Washington. EMS has conducted this project from information provided by the Phase I ESA prepared for the Property by EMS in June 20092. Based on the laboratory analytical results, no further investigation of the Property is deemed necessary. 2 "Phase I Environmental Site Assessment: 37515 8th Avenue South, Federal Way, Washington", EMS June 2, 2009 Environmental Management Services Page 5 Korean American Calvary Baptist Church - 37515 8"' Avenue South, Federal Way Limited Subsurface Investigation August 5, 2009 37515 8'h Avenue South Federal Way, Washington 98003 4.0 LIMITATIONS The findings and conclusions documented in this report have been prepared for the specific application to this project and have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area. A potential always remains for the presence of unknown, unidentified, or unforeseen subsurface contamination. No warranty, expressed or implied, is made. This report is not to be utilized separately from the Phase I ESA issued June 2009 by EMS, and is for the exclusive use of Korean American Calvary Baptist Church and / or their representatives or assigns. As new information develops during future subsurface work at the Property (which may include excavations, additional borings, or other studies), EMS should be contracted to re-evaluate the interpretations in this report, and to provide amendments as required. Environmental Management Services Page 6 Korean American Calvary Baptist Church - 37515 8'�Avenue South, Federal Way Attachm nt A Q i List Of Figures Figure 1- Site Location Map O Figure 2 - Topographic Map Figure 3 -Boring/Sample Location Map L J Figure 4 - Project Photographs &CCLL U114 Environmental Sorvices. wv.•w.c rnspracspll.G;C=� Not To Scale �►� Site Location Map Date: May 15, 2009 Figure No. fief. 16% � hase II Environmental Site Assessmeni 37515 8th Avenue South Completed: C. Foley Checked By: S. Spencer 01 Environmental Services Federal Way, Washington Version No: 001 www.ems rouplic.Corn C nv Pro n men La fY+cO m nn i am VI—. —� ors a — • � .� r a r ! Property Id 0 I ., �f I* I II fi , Il ■ ,., I� �'y (' _[J O r PI de i t � +k ice" j[ � � ."��� a,■■ � � " ` °# I .!<� }. i i i'� r`t.s�`� ._. � � � � s""'"ti� `� '�. �: z. r 5 +r::a f i■ � r.i i.. �_ - fir' )r � fl I � •, s �:.a... -- j + � , k ` r MUM Jr N Approximate Scale 44 Q j Topographic Map 1997 Date: May 15, 2009 Figure No. � Poverty Bay Quadrangle 37515 8th Avenue South Completed: C. Foley P Y Checked By: C. Foley 02 Environmental Services Federal Way, Washington Version No: 001 www-emsgrouplic.com Environmental Manaaomunt Services. LLC Providing IPrvcvcal lEnvir- nmcora; com/711anco 5olutiu •rs Approximate location of former UST I �-J 4 Boring and sample location Approximate Scale Qt Boring and Sample LocationMap Date: August 6, 2009 Figure No. 4a � Phase II Environmental Site Assessment Completed: C. Foley 37515 8th Avenue South Checked By: C. Foley 03 Environmental Services Federal Way, Washington Version No: 002 www.emsgroupllc.com Photo 1 -Northwest side of schoolhouse Photo 3 - Example of the subsurface soils, compacted silt and fine sand with small gravel. Photo 5 - East side of schoolhouse, Boring 3 Photo 2 - Photo 4 -Location of Boring 2 with sample core. Rig is at refusal depth of about five feet below the surface Photo 6 - Boring core through asphalt on the east side of the buildinq, location of boring three ��':� a. Site Photographs Date: August 6, 2009 Completed: C. Foley Com p y Figure No. Phase II Environmental Site Assessment 37515 8th Avenue South Checked By: C. Foley 04 Environmental Services Federal Way, Washington Version No: 001 wuw.ems rouplf�.cam Environrnenlal Manai ent _90"ICOS. LLC: Provioing rractica+C)u ar w ov..­.._..­ Attachm-at B � W�o Analytical Data 0� 2 Laboratory Analytical Report Laboratory Chain of Custody Q J Environmental Services www. enisg rou pi I c.corn FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS James E. Bruya, Ph.D. Charlene Morrow, M.S. Yelena Aravkina, M.S. Bradley T. Benson, B.S. Kurt Johnson, B.S. August 4, 2009 Collette Foley, Project Manager Environmental Management Services, LLC PO Box 153 Fox Island, WA 98333 Dear Ms. Foley: 3012 16th Avenue West Seattle, WA 98119-2029 TEL: (206) 285-8282 FAX: (206) 283-5044 e-mail: fbi@isomedia.com Included are the results from the testing of material submitted on July 29, 2009 from the Spring Valley, F&BI 907296 project. There is 4 page included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you have any questions. Sincerely, FRIEDMAN & BRUYA, INC. Michael Erdahl Project Manager Enclosures c: Steve Spencer EMS0804R.DOC FREEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS CASE NARRATIVE This case narrative encompasses samples received on July 29, 2009 by Friedman & Bruya, Inc. from the Environmental Management Services Spring Valley, F&BI 907296 project. Samples were logged in under the laboratory ID's listed below. Laboratory ID Environmental Mang ement Services 907296-01 B1-4-5 072909 907296-02 132-4-4.5 072909 907296-03 B3-4-5 072909 All quality control requirements were acceptable. FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 08/04/09 Date Received: 07/29/09 Project: Spring Valley, F&BI 907296 Date Extracted: 07/29/09 Date Analyzed: 07/30/09 RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm) Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery} Laboratory ID (CIO-Czs) (C25-C36) (Limit 53-144) B1-4-5 072909 <50 <250 114 907296-01 B2-4-4.5 072909 <50 <250 109 907296-02 B3-4-5 072909 <50 <250 115 907296-03 Method Blank <50 <250 111 2 FRIEDMAN & BRUYA, INC. Date of Report: 08/04/09 Date Received: 07/29/09 Project: Spring Valley, F&BI 907296 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH-Dx Laboratory Code: 907277-02 (Matrix Spike) (Wet wt) Percent Percent Reporting Spike Sample Recovery Recovery Acceptance RPD Analyte Units Level Result MS MSD Criteria (Limit 20) Diesel Extended mg/kg (ppm) 5,000 <50 99 103 64-134 4 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Diesel Extended mg/kg (ppm) 5,000 92 70-135 3 FREEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis. Al — More than one compound of similar molecule structure was identified with equal probability. b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful. ca - The calibration results for this range fell outside of acceptance criteria. The value reported is an estimate. c - The presence of the analyte indicated may be due to carryover from previous sample injections. d - The sample was diluted. Detection limits may be raised due to dilution. ds - The sample was diluted. Detection limits are raised due to dilution and surrogate recoveries may not be meaningful. dv - Insufficient sample was available to achieve normal reporting limits and limits are raised accordingly. fb - The analyte indicated was found in the method blank. The result should be considered an estimate. fc — The compound is a common laboratory and field contaminant. hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. The variability is attributed to sample inhomogeneity. ht - The sample was extracted outside of holding time. Results should be considered estimates. ip - Recovery fell outside of normal control limits. Compounds in the sample matrix interfered with the quantitation of the analyze. j — The result is below normal reporting limits. The value reported is an estimate. J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate. jl - The analyte result in the laboratory control sample is out of control limits. The reported concentration should be considered an estimate. -Lr - The rpd result in laboratory control sample associated with the analyte is out of control limits. The reported concentration should be considered an estimate. js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate. lc - The presence of the compound indicated is likely due to laboratory contamination. L - The reported concentration was generated from a library search. nm - The anal a was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable. gc — The sample was received in a container not approved by the method. The value reported should e considered an estimate. pr — The sample was received with incorrect preservation. The value reported should be considered an estimate. ve - The value reported exceeded the calibration range established for the analyte. The reported concentration should be considered an estimate. vo - The value reported fell outside the control limits established for this analyte. x - The pattern of peaks present is not indicative of diesel. y - The pattern of peaks present is not indicative of motor oil. 4 I m r �� p ad �. o �C a aid ir3 v a v c 4: 5 3 � � m 41 'All x � " a OC' CCC c O W z U a � x i. PC ' 1.4 J MENOMONEE ON NEW IZ4 fl o 41 o U � IJ— U V V1 x _ w q d 7 N r ry ` ca z Attachm- at C A Professional Qualifications {&A Environmental Services www.ernsgrcupRC.cam Environmental Management Services Environmental Management Services (EMS) is an environmental services and consulting company providing practical environmental compliance solutions to clients throughout the west coast. EMS understands the importance of blending a variety of expertise and experience in order to provide our clients the most effective support in addressing their specific project needs. Our professionals combine a high level of technical ability with a broad understanding of the overall regulatory compliance requirements. As an environmental services and consulting company, EMS is obligated to maintain a broad understanding of the most current regulatory compliance requirements, local and state permitting requirements and our regions environmental advocacy group's positions. EMS provides our clients the services they require by offering non -biased, practical, realistic solutions while maintaining positive relations with the regulatory community. Our associates have completed projects including remedial investigation / feasibility studies (RI/FS), remediation design and management, facility regulatory compliance assessments, due diligence assessments, regulatory compliance training, underground storage tank compliance and hazardous materials management as well as many other environmental compliance related matters for clients throughout the west coast in all avenues of business. The varied background of our associates compliments the diverse nature of our clientele, providing better understanding of our client's needs and ultimate goals for their projects. The information in the following pages outlines our professional experience and capabilities in providing environmental management and consulting services. We appreciate your interest in EMS. At your convenience, please feel free to contact our office should you have any questions regarding this document or for any other reason. Sincerely, Environmental Management Services Stephen . Spencer Principal Environmental Management Services, LLC providing practical environmental compliance solutions Environmental Management Services Professional Qualifications Stephen M. Spencer Principal Mr. Spencer started his career in the environmental services and construction industry in 1987. During his career, he has worked on and successfully completed projects in many varied aspects of the environmental industry. During the past five years, as principal and senior project manager, Mr. Spencer has successfully completed projects for clients throughout the west coast. His forte is in facility assessment, due diligence investigation, health & safety program development and remediation management. Mr. Spencer has established positive working relationships with regulatory agencies throughout the west coast, affording his clients a superior level of confidence in his approach to their specific project. Mr. Spencer's skills as a project manager frequently result in significant savings in both time and budget to his clients. He is proficient in report writing providing a clear, concise detail of project activities including supporting documents and figures. His client's have ranged from property owners and facility operators to the regulatory agencies themselves. Mr. Spencer's overall understanding of environmental compliance requirements provides a unique perspective on assessing potential and realized environmental risk and a creative understanding of remediation technique. Robin P. Hamlet, L.G. / L.HG Sr. Project Manager • State of Washington Licensed Geologist/Hydrogeologist • Ecology ICC Licensed Washington State Site Assessor • Ecology ICC Licensed Underground Storage Tank Decommissioner • AHERA Licensed Building Inspector Robin P. Hamlet is a Licensed Geologist and Hydrogeologist in the State of Washington. Mr. Hamlet has 30 years experience in the geological sciences with over 25 years providing professional environmental consulting services. Mr. Hamlet has been involved with environmental investigations working on Environmental Protection Agency (EPA), United States Navy and Air Force environmental projects, as a project geologist and project manager. As a Senior Project Manager in the private sector, Mr. Hamlet has performed multiple Phase I and Phase II Environmental Site Assessments; including geophysical surveys, soil and groundwater Environmental Management Services, LLC providing practical environmental compliance solutions Page 2 Environmental Management Services Professional Qualifications studies and has managed the design and implementation of soil and groundwater remediation projects. As a Washington State Licensed Underground Storage Tank (UST) Decommissioner and Site Assessor, Mr. Hamlet has managed multiple UST decommissioning and remediation projects, has prepared proposals, final reports, budgets, contracts with subcontractors, negotiated with prospective clients, and coordinated activities with regulatory agencies. Mr. Hamlet has been involved in training personnel in environmental field operations and Health & Safety programs, has working knowledge of state (NW states) and federal environmental regulations and the ASTM standards. As an AHERA Building Inspector, Mr. Hamlet has performed hazardous materials surveys, air monitoring projects as well as providing oversight of asbestos abatement projects. James E. Corcoran, P.E. Sr. Project Manager / Sr. Project Engineer - Principal, Summit Design Group, LLC Bachelor of Science - Civil Engineering - Oregon State University - 1991 ■ Washington State Registered Professional Engineer - 1999 Mr. Corcoran has 17 years of experience in Civil Engineering and Project Management. For the past three years, Mr. Corcoran has been the principal of a consulting business that provides civil engineering consulting and site development services including: ■ Critical Areas Review • FEMA floodplain study • State Environmental Policy Act (SEPA) checklist ■ Stormwater Pollution Prevention Plans (SWPPP) ■ Spill Prevention, Control, and Countermeasure (SPCC) plans • Temporary Erosion/Sediment Control (TESC) plans • Permanent soil stabilization and precise grading plans • Surface water collection, detention, retention, treatment, and infiltration design • Construction coordination with utility purveyors ■ Site inspection to verify conformance with design intent and contract documents Mr. Corcoran has provided civil engineering consulting and stormwater management on residential, commercial, and industrial development projects in multiple Washington state jurisdictions including the City of Tacoma, the City of Lacey, the City of Kent, Pierce County, and King County. Specific projects that Mr. Corcoran provided engineering service include: j) `)'V ' , Environmental Management Services, LLC providing practical environmental compliance solutions Page 3 Environmental Management Services Professional Qualifications • Preparing a TESC plan, SPCC plan, and surface water drainage collection and treatment system for a proposed petroleum products recycling process facility which discharges to a municipal storm sewer located in the Port of Tacoma • Preparing a SEPA checklist, TESC plan, SPCC plan and surface water drainage collection and treatment system for a proposed privately owned fueling facility, which drains to an environmentally sensitive wetland in the City of Kent. • Preparing a TESC plan, and permanent surface water drainage retention and treatment system, which infiltrates to site soils underlying a proposed commercial retail center in Pierce County. • Preparing a TESC plan and permanent surface water drainage collection and treatment system which discharges to a municipal storm sewer in the City of Tacoma. • Preparing a TESC plan and permanent surface water drainage collection, detention and treatment system for a proposed supermarket and commercial retail center located on the Key Peninsula. Collette Foley, B.S. Geology Environmental Scientist i Geologist • Ecology Licensed Site Assessor • Ecology Licensed UST Decommissioner • AHERA Licensed Building Inspector • OSHA Compliance Supervisor Ms. Foley has been conducting Phase I and II Environmental Site Assessments of commercial, industrial, multi- and single-family residential properties throughout western Washington since 2004. Ms. Foley performs a variety of activities associated with completing due diligence investigations including, but not limited to current and historical site research, regulatory agency file reviews, and subsurface investigations including drilling soil borings and installing monitoring wells to determine the presence and outcome of contamination in soil and groundwater. Additionally, Ms. Foley completes asbestos "Good Faith" surveys prior to demolition or renovation of buildings; conducts project oversight for UST removals; and provides extensive environmental consulting as requested. Ms. Foley received her Bachelors degree in Geology and Environmental Science in 2003 from Pacific Lutheran University and has over two years experience as a field geologist / hydrogeologist performing regional hydrogeologic characterization and production well drilling. Environmental Management Services, LLC providing practical environmental compliance solutions Page 4 Environmental Management Services Professional Qualifications Gina Mulderig, B.S. Chemistry Environmental Scientist / Chemist Ecology ICC Licensed Site Assessor Ecology ICC Licensed UST Decommissioner AHERA Licensed Building Inspector Certified Erosion and Sediment Control Lead Ms. Mulderig received her Bachelors degree in Chemistry from the University of Puget Sound in 1979. Ms. Mulderig has been working in the environmental regulatory compliance field since 1985, starting her career with a position as an environmental analyst for Weyerhaeuser Company. Her fifteen year position at Weyerhaeuser required a thorough knowledge of environmental regulatory compliance, focusing on groundwater monitoring, waste management, storm water management and facility compliance audits. Ms. Mulderig worked with two local environmental services / consulting firms from 2000 until 2007, greatly increasing her overall regulatory compliance, hydrogeology and environmental engineering knowledge and experience. Her position with EMS as a Project Manager / Environmental Scientist will provide a vast knowledge base to EMS clients in multiple areas of regulatory compliance and environmental science. Kaitlyn Allegretti, B.S. Geology Environmental Scientist / Technician Ecology Licensed UST Decommissioner Ecology Licensed Site Assessor AHERA Licensed Building Inspector Ms. Allegretti serves as a site manager and field technical for EMS. Ms. Allegretti graduated from the University of Dayton (2005) with a Bachelor's degree in Geology. Ms. Allegretti's primary responsibilities are field work including monitoring well sampling, underground storage tank closure and decommissioning and asbestos inspections. Ms. Allegretti was licensed as an AHERA building inspector and UST Decommissioner within the first 60 days of her employment. During her two years with EMS, Ms. Allegretti has completed in excess of fifty Phase I Environmental Site Assessments and in excess of 20 commercial underground storage tank closure projects. 4-4 6� nvi_ronmental Management Services LLC providing practical environmental compliance solutions Page 5 Environmental Management Services Professional Qualifications Syed K. Hasan, B.S. Environmental Science (Sub -Consultant) Industrial Hygienist • Washington State Licensed Risk Assessor • EPA Licensed Risk Assessor • AHERA Licensed Building Inspector Mr. Hasan has worked in the environmental services business since 2001. He is a licensed asbestos building inspector and lead paint risk assessor. He has completed hundreds of asbestos and lead paint assessment projects for residential and commercial properties throughout Washington State. As a project manager, Mr. Hasan has managed multiple projects for private parties as well as government agencies. His forte is working on difficult project schedules with a exemplarily record meeting his clients time frame requirements. Mary Loftfield, M.S. Environmental Science (Contract Employee) Environmental Scientist • Ecology Licensed Site Assessor • AHERA Licensed Building Inspector Mary Loftfield is a soil scientist trained in the assessment, research and design, and field implementation of bioremediation solutions for site clean-up. She has had five years of experience designing supervising remediation projects in the Pacific Northwest. Ms. Loftfield also has extensive experienced in laboratory and field techniques for the evaluation and analysis of water quality, soil and plant chemistry, and microbiology. She specializes in soil and plant remediation (phytoremediation). Working through the voluntary clean up program Ms. Loftfield has successfully used bioremediation strategies she developed and tested in the laboratory and greenhouse in the field. She successfully used soil amendments to sequester and degrade pollutants in the soil, preventing them from harming human health and the environment. Research into phytoremediation (plant remediation) resulted in field projects using tress to take up and degrade chlorinated solvents and using rhizosphere (rooting zone) remediation to degrade hydrocarbons. Ms. Loftfield's' extensive understanding of environmental chemistry and risk assessment as well as her knowledge of passive remediation strategies offer another approach site investigations and cleanups under the Model Toxics Control Act (MTCA) and corrective Action under RCRA/Dangerous Waste. Environmental Management Services, LLC providing practical environmental compliance solutions Page 6 Environmental Management Services Professional Qualifications James D. Coppernoll, L.G. / L.HG (Sub -Consultant) Licensed Geologist / Hydrogeologist • Washington State Licensed Geologist and Hydrogeologist • Ecology Licensed Site Assessor James D. Coppernoll is a Washington State licensed Geologist and Hydrogeologist with thirteen years of experience practicing environmental geology in the Northwest. During his career, Mr. Coppernoll worked with clients ranging from major oil companies and national corporations to local businesses to identify, manage, and resolve their environmental problems and helped local agencies, businesses, and individuals with their environmental, geological, and regulatory issues. Mr. Coppernoll has conducted various environmental and geological investigations ranging from numerous Phase I Environmental Assessments to contaminated site investigations and remedial planning and implementation as well as land use and development studies in Washington, Oregon, Idaho, Montana, and Alaska, and has frequently acted as a regulatory liaison and client representative in third -party negotiations. Mr. Coppernoll managed all phases of assessment and remediation at dozens of retail and bulk fuel facilities for major oil companies in the Northwest including: excavation and disposal of contaminated soil; free product recovery; feasibility studies; and design, installation, and operation/maintenance of in -situ soil and ground water remediation systems. Mr. Coppernoll managed many of these sites from initial assessment through remediation and closure with the state. Mr. Coppernoll has conducted geological investigations and assessments for diverse property development projects in the northwest including landfills, hot springs, and residential properties. The purpose of these assessments and investigations was to provide professional and reliable information for use in developing sensitive areas properties. 4, Environmental Management Services, LL_C providing practical environmental compliance solutions Page 7 1 CAGO TITLE INSURANCE COMP. � 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 STANDARD OWNER POLICY SCHEDULE A Policy No.: 1256436 Amount of Date of Policy: SEPTEMBER 15, 2009 at 01:15 PM Insurance: $1, 195, 000.00 1. Name of Insured: KOREAN-AMERICAN CALVARY BAPTIST CHURCH, A WASHINGTON NON-PROFIT CORPORATION 2. The estate or interest in the land which is covered by this policy is: FEE SIMPLE 3. Title to the estate or interest in the land is vested in: KOREAN-AMERICAN CALVARY BAPTIST CHURCH, A WASHINGTON NON-PROFIT CORPORATION 4. The land referred to in this policy is described as follows: SEE ATTACHED DESCRIPTION RECEIVED DEC 29 2011 CITY OF FEDERAL WAY CDS ALTAOPA/RDA/OM CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE A (Continued) Policy No.: 1256436 LEGAL DESCRIPTION BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE ON THE SOUTH LINE OF SAID SUBDIVISION WEST 555.5 FEET; THENCE NORTHEASTERLY ALONG A FENCE LINE TO A POINT ON THE NORTH LINE OF SAID SUBDIVISION 520 FEET WEST OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE ON SAID NORTH LINE EAST 520 FEET TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET DEEDED TO KING• COUNTY FOR•ROAD BY DEED RECORDED UNDER RECORDING NUMBER 3022388; AND EXCEPT THE RIGHT OF WAY FOR 8TH AVENUE SOUTH; AND ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE ON THE SOUTH LINE OF SUBDIVISION WEST 265 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ON SAID SOUTH LINE 150 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 150 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET TO THE TRUE POINT OF BEGINNING. ALTAOFA5/RDA/0999 1 CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B Policy No.: 1256436 EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of. GENERAL EXCEPTIONS: A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affe-ding the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for seryices, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown.by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. SPECIAL EXCEPTIONS: A 1.EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: MADELEINE J. JUSTUS GRANTEE: NINA KISSINGER, TRUSTEE OF THE EDA I. SCHULER LIVING TRUST DATED MAY 2, 2002 PURPOSE: WATER LINE AREA AFFECTED: PORTION OF SAID PREMISES RECORDED: JUNE 3, 2003 RECORDING NUMBER: 20030603003023 Y 2.DECLARATION OF COVENANT AND THE TERMS AND CONDITIONS THEREOF: MADE BY: GEORGE R. JUSTUS AND MADELEINE J. JUSTUS ALTAOPB bk 5/17/07 I CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) Policy No.: 1256436 SPECIAL EXCEPTIONS RECORDED: JUNE 21, 1984 RECORDING NUMBER: 8406210734 REGARDING: SEPTIC TANK DRAINFIELD c 3. LICENSE TO THE CITY OF FEDERAL WAY TO ENTER, INSPECT AND PERFORM NECESSARY MAINTENANCE RECORDED UNDER RECORDING NUMBER 19990914001170. D 4. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN' DESCRIBED AS- GRANTED IN DEED: GRANTEE:- KING COUNTY, WASHINGTON RECORDED: DECEMBER 2, 1938 RECORDING NUMBER: 3022388 c 5. AGREEMENT FOR OWNERSHIP OF BUILDING AND APPURTENANT EASEMENTS AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: MADELEINE J. JUSTUS- AND: SPRING VALLEY MONTESSORI SCHOOL RECORDED: SEPTEMBER 28, 2001 RECORDING NUMBER: 20010928002716 REGARDING: OWNERSHIP OF GYMNASIUM AZ 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: KOREAN-AMERICAN CALVARY BAPTIST CHURCH, A WASHINGTON NON-PROFIT CORPORATION TRUSTEE: CHICAGO TITLE INSURANCE COMPANY BENEFICIARY: HERITAGE BANK AMOUNT: $ 700,000.00 DATED: SEPTEMBER 14, 2009 RECORDED: SEPTEMBER 15, 2009 RECORDING NUMBER: 20090915000747 ** END OF SCHEDULE B ** ALTAOPB2/RDA/0999 CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) Policy No.: 1256436 SPECIAL EXCEPTIONS AUTHORIZED SIGNATORY Loan Policy Endorsements: 100, 116, 8.1 Owner's Policy Endorsements: N/A ALTAOPB2/RDA/0999 14. ARBITRATION Fither the Company or the Insured may demand )he claim or controversy shall be submitted to arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association ("Rules"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service in connection with its issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured. All arbitrable matters when the Amount of Insurance is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court of competent jurisdiction. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT (a) This policy together with all endorsements, if any, attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim of loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressly incorporated by Sched- ule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of this policy and is subject to all of its terms and provisions. Except as the en- dorsement expressly states, it does not (i) modify any bf the terms and pro- visions of the policy, (ii) modify any prior endorsement, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. 16. SEVERABILITY In the event any pr �n of this policy, in whole or in part, is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision or such part held to be invalid, but all other provisions shall remain in full force and effect. 17. CHOICE OF LAW; FORUM (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the jurisdiction where the Land is located. Therefore, the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18. NOTICES, WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at Chicago Title Insurance Company National Claims Administration P.O. Box 45023 Jacksonville, Florida 32232-5023 CHICAGO TITLE INSURANCE L.,;MPANY 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 A.L.T.A. COMMITMENT THIRD COMMITMENT SCHEDULE A Order No.: 1256436 Title Unit: U-06 Customer Number: SPR I NG VALLEY MONTESSOR I SCHOOL Phone: (206)628-5610 Buyer(s): KOREAN AMER I CAN CALVARY BAPTIST CHURCH Fax: (206)628-9717 Officer: SAVIDIS/CAMPBELL/EISENBREY/HARRIS Commitment Effective Date: APRIL 14, 2009 at 8:00 A.M. 1 . Policy or Policies to be issued: ALTA Owner's Policy Amount: $1 ,195 , 000.00 STANDARD POLICY (6/17/2006) Premium: $2,340.00 GENERAL SCHEDULE RATE - PRIOR Tax: $ 222.30 POLICY RATE - COMBINATION RATE Proposed Insured: KOREAN-AMERICAN CALVARY BAPTIST CHURCH, A WASHINGTON NON-PROFIT CORPORATION ,V Policy or Policies to be issued: ALTA Loan Policy Amount: $0.00 Premium: Tax: Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Amount: $0.00 Premium: Tax: Proposed Insured: 2. The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3. Title to the estate or interest in the land is at the effective date hereof vested in: SPRING VALLEY MONTESSORI SCHOOL, A WASHINGTON NON-PROFIT CORPORATION, AS TO THE GYMNASIUM IMPROVEMENTS AS CONVEYED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20010920002716; AND MADELEINE J. JUSTUS, AS,1t EW Lk:4 SEPARATE ESTATE, AS TO THE REMAINDER DEC 29 2011 4. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT CM OF FEDERAL WAY CDS COMMA805/KLC/11.1.05 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE A (Continued) Order No.: 1256436 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE ON THE SOUTH LINE OF SAID SUBDIVISION WEST 555.5 FEET; THENCE NORTHEASTERLY ALONG A FENCE LINE TO A POINT ON THE NORTH LINE OF SAID SUBDIVISION 520 FEET WEST OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE ON SAID NORTH LINE EAST 520 FEET TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH TO THE POINT OF BEGINNING; EXCEPT THE SOUTH 30 FEET DEEDED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 3022388; AND EXCEPT THE RIGHT OF WAY FOR 8TH AVENUE SOUTH; AND ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE ON THE SOUTH LINE OF SUBDIVISION WEST 265 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ON SAID SOUTH LINE 150 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 150 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET TO THE TRUE POINT OF BEGINNING. CLTACMAURDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B Order No.: 1256436 Your No.: Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB bk 05/17/07 A Y C D G CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 001256436 Your No.: SPECIAL EXCEPTIONS 1. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: MADELEINE J. JUSTUS GRANTEE: NINA KISSINGER, TRUSTEE OF THE EDA I. SCHULER LIVING TRUST DATED MAY 2, 2002 PURPOSE: WATER LINE AREA AFFECTED: PORTION OF SAID PREMISES RECORDED: JUNE 3, 2003 RECORDING NUMBER: 20030603003023 2. DECLARATION OF COVENANT AND THE TERMS AND CONDITIONS THEREOF: MADE BY: GEORGE R. JUSTUS AND MADELEINE J. JUSTUS RECORDED: JUNE 21, 1984 RECORDING NUMBER: 8406210734 REGARDING: SEPTIC TANK DRAINFIELD 3. LICENSE TO THE CITY OF FEDERAL WAY TO ENTER, INSPECT AND PERFORM NECESSARY MAINTENANCE RECORDED UNDER RECORDING NUMBER 19990914001170, 4. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: RECORDED: RECORDING NUMBER: KING COUNTY, WASHINGTON DECEMBER 2, 1938 3022388 5. AGREEMENT FOR OWNERSHIP OF BUILDING AND APPURTENANT EASEMENTS AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: MADELEINE J. JUSTUS AND: SPRING VALLEY MONTESSORI SCHOOL RECORDED: SEPTEMBER 28, 2001 RECORDING NUMBER: 20010928002716 REGARDING: OWNERSHIP OF GYMNASIUM CLTACMBI/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULES (Continued) Order No.: 1256436 Your No.: SPECIAL EXCEPTIONS H 6. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF FEDERAL WAY. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. 7. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS GENERAL & SPECIAL TAXES 2009 322104-9091-04 1205 $ 102,000.00 $ 0.00 BILLED: $ 1,185.65 PAID: $ 0.00 UNPAID: $ 1,185.65 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: TAXABLE PORTION OF SAID PREMISES K 8, THE SUBJECT PROPERTY IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF BACK TAXES FOR A POSSIBLE 3 TO 10 YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF THE PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO THE KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION. TAX ACCOUNT NUMBER: 322104-9091-95 LEVY CODE: 1205 CLTACMB2/RDA/0999 L N 0 P Q CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1256436 Your No.: SPECIAL EXCEPTIONS AFFECTS: EXEMPT PORTION OF SAID PREMISES 9. DEED OF TRUST, SECURITY AGREEMENT, FIXTURE FILING AND ASSIGNMENT OF LEASES AND RENTS AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: MADELEINE J. JUSTUS, AS HER SEPARATE ESTATE TRUSTEE: RAINIER CREDIT COMPANY BENEFICIARY: BANK OF AMERICA AMOUNT: $ 350,000.00 DATED: MARCH 13, 2000 RECORDED: MARCH 29, 2000 RECORDING NUMBER: 20000329000665 LOAN NUMBERS: 604957 AND 3068970 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: JULY 1, 2000 JULY 7, 2000 20000707001574 ABOVE INSTRUMENT INCREASED LOAN AMOUNT TO $650,000.00 MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: JULY 1, 2000 JULY 7, 2000 20000707001575 CONSENT TO TRANSFER AND ASSUMPTION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: CLTACMB2/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1256436 Your No.: SPECIAL EXCEPTIONS ASSUMPTOR: SPRING VALLEY MONTESSORI SCHOOL DATED: AUGUST 14, 2001 RECORDED: DECEMBER 28, 2001 RECORDING NUMBER: 20011228002855 E 10. UNRECORDED LEASE, INCLUDING THE TERMS AND CONDITIONS THEREOF: LESSOR: MADELEINE J. JUSTUS LESSEE(S): SPRING VALLEY MONTESSORI SCHOOL DISCLOSED BY: LEASE SUBORDINATION AGREEMENT RECORDED UNDER RECORDING NUMBER 20000329000666 vi SUBORDINATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: MARCH 13, 2000 MARCH 29, 2000 20000329000666 SAID AGREEMENT RELATES TO THE LIEN PRIORITY OF THE ABOVE LEASE AND THE DEED OF TRUST RECORDED UNDER RECORDING NUMBER 20000329000665. R 11. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. Z 12. SATISFACTORY SHOWING OF AUTHORIZATION FOR THE PROPOSED SALE BY SPRING VALLEY MONTESSORI SCHOOL, IN ACCORDANCE WITH APPLICABLE BYLAWS AND DISCIPLINE, MUST BE SUBMITTED, ALONG WITH COPIES OF THE BYLAWS AND ARTICLES OF INCORPORATION. T 13. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. U NOTE 1: CLTACMB2/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1256436 Your No.: SPECIAL EXCEPTIONS EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.METROKC.GOV/RECELEC/RECORDS AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04: SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PTN SENW SEC 32 TWSP 21N R 4E END OF SCHEDULE B CLTACMBZ/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT SCHEDULES (Continued) Order No.: 1256436 Your No.: SPECIAL EXCEPTIONS AC THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: CHICAGO TITLE (TACOMA) RENEE SORENSEN 1/1 (253)474-2377 CTI/JANN GAY JANN GAY (253)671-6661 GVA KIDDER MATHEWS MARK CLIREHUGH NEIL WALTER COMPANY MIKE NORMAN,BRUCE VALETINE,DENISE DAVIS CLTACMBZ/RDA/0999 CHICAGO TITLi.�NSURANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628-5610 FAX: (206)628-9717 IMPORTANT_ This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with _ reference to streets and.other land. No liability is assumed by r6ason of reliance hereon_ o°V 9w m ,y0 j l418-3t-Olx LIB-37-46N— u isa . - ;MV � la 2.00 TL 40 .�. � K � LOT 13 9 111 Di Q S m L50 ��n �x LAND 4.63 AC - �]/7. /► 6.49 AC 2o1B611 u Vq i 2.02 AC ,MTLMID a 0.37 AC xj0�°'i —f �i■ as SB18AOL ISMS n ' B. S1 AC TM= S. 00 AC 217B06B n 9C2t SLID AC 9069 36155 Sp got SIDL 3D 30 B.34- 1P 207.92 i50 23 72. - .a.D o S. 376TH ST. FVKLTM an M) am 3a u-a-1 72.16.27470 I • I . j 15075 t Eastgate Environmental Health Services 14350 SE Eastgate Way Bellevue, WA 98007-6458 206-296-9791 Fax 206-296-9792 TTY relay: 711 www.kingcounty.gov/health July 15, 2011 ADC Wastewater Engineering Rocky Anderson 732 Broadway, Suite 202 Tacoma, WA 98402 Public Health Seattle & King County Re: PRELE IINARY Rezone Application Review Address: 37515 8' Ave S Activity: SU0091179 Parcel No: 322104-9091 Owner: Korean American Calvary Baptist Church Dear Rocky: RECEIVED DEC 2 9 Z011 C1T( OrF FEDERAL )Ii1A4 CDS Public Health has received your PRELIMINARY REZONE application for the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this preliminary design review soils appear to be adequate to support an on -site sewage system and 100% reserve area, therefore it has been approved with the following conditions (to be met by final), comments or concerns: 1. A current water availability letter for the change of use from Lakehaven Utility will be required. 2. Based on the existing trench depth of the active drainfield (24"), the vertical separation in the active drainfield area needs to be verified during the winter months with a winter water table review to demonstrate adequate vertical separation for a current code pressure distribution system without pre-treatment. Portions of the active drainfield trench will need to be exposed to the soil interface depth and soil logs will need to be excavated in the active drainfield area. 3. Mottles and damp soils were observed at 25, 20, and 24 inches in soil logs 8, 9, and 10 respectively. A full winter water table review would be required to be approved for a pressure distribution reserve drainfield area. 4. The gymnasium was not addressed in the change of use proposal. On any future design proposal you must specify if the gymnasium will continue to have plumbing. 5. Detailed floor plans will need to be submitted with any future design proposal. The floor plan shall include all plumbing fixtures in the proposed structure. .®,� 0 ADC Wastewater Engineering July 15, 2011 Page 2 6. Please note if the church has a kitchen (Commercial Grade or Residential Grade) all calculations must be done at 15 gallons per person per day. If the Korean American Calvary Baptist Church (KACBC) wishes to have a kitchen with the projected congregation of 300 people, they will have to submit to the Washington State Department of Health for a Large On -Site System (LOSS). If no kitchen is desired, KACBC may submit to PHSKC if their max gallons per day are less than 3500 gallons on every day of the week Sunday through Saturday. 7. A critical areas designation of the drainfield areas will be required at the time of design submission. Note: This is not to be construed as a septic system design approval for future proposed structure, nor is this an approval for the continued use of the system as shown on the draft plot plan. If you have any questions, please contact me at (206) 296-9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. ealth and Environmental Investigator II Community Environmental Health cc: Korean American Calvary Baptist Church (KACBC) PRE-APP' 7ATION REPORT Kr_U '� J (Submit Application, Plot Plan 4. _ Other Required Documents in Triplicate) S U ATTACH A ROUTE/DIRECTION MAP FOR LOCATING THE PROPERTY HEAL DEFT. REQUEST FOR SUBDIVISION PUBLIC HEALTH _ SEATT'LE & KING COUNTY PRE -APPLICATION REVIEW ENVIRONMENTAL" HEALTH DIVISION Complete the following and submit with the appropriate fee. v NOTE* Fee ... $764 plus $1.15 per lot. THIS APPLICATION IS FOR PRELIMINARY REVIEW OF PROPOSED METHODS OF Check Appropriate Box: SUBDIVISION ❑ SHORT SUBDIVISION ❑ SEWAGE DISPOSAL AND WATER SUPPLY SUBMIT APPLICATIONS TO: LAND USE APPLICATION l( ' COMMUNITY ENVIRONMENTAL HEALTH **ATTN DAVIDXQR:ERSKl" SEE'ATTACHEDC.OVER LETTER**= 900 OAKESDALE AVENUE SW, Suite 100 Renton, WA 98057-5212 (206) 296-4932 APPROXIMATE STREET ADDRESS 3751 a 8th Ave S NAME AND/OR NUMBER OF D.D.E.S. APPLICATION N/A - City of Federal Way LEGAL DESCRIPTION PARCEL # 1. 3 12L 2 _1_1 10 14 1 ••-- 1 91 01 911 1 NUMBER OF ACRES 6.7 NUMBER OF LOTS TO BE REVIEWED 1 SMALLEST LOT SIZE 291,852 SQ. FT. OWNER KACBC ADDRESS37515 8th Ave S - Federal Way, WA 9800�HONE# (253) 661-8133 AGENT Rocky Anderson - ADC Inc ADDRESS 732 Broadway, #202, Tacoma 98402 PHONE# 253-203-1200 THE FOLLOWING INFORMATION MUST BE PROVIDED: WATER SUPPLY (Complete Section 1. 2 or 3 below): Section 1. X Existing Public Water Supply Lake Haven Utility District Attach Certificate of Water Availability (Name) Section 2. ❑ Proposed Public Water Supply (Name) ❑ Declaration of Covenant(s) Attached ❑ Recording # or ❑ To be recorded with final approval ❑ Restrictive Covenant(s) (if applicable) ❑ Recording # or Attached ❑ To be recorded with final approval El Water Use Agreement Attached ❑• Recording # or ❑ To be recorded with final approval ❑ Waterline Easements Attached ❑ Recordina # ADC "stawater engineering May 17, 2011 David Koperski King County Health Department 900 Oakesdale Ave. SW Renton, WA 98057 RE: 37515 8th Ave S Parcel #: 322104-9091 Applicant: KACBC Dear David: Enclosed is a Land Use Application for the above -referenced project. Pursuant to your attached e-mail: the application is being submitted on a Preliminary Short Plat form; a fee equivalent to the base -fee plus one lot has been paid; and no Critical Areas Designation has been included. Because the property is already connected to Lake Haven Utility's water system, a recent water bill has been included with this application in lieu of a water availability certificate. The project consists of an existing church, which is proposing to expand. The facility was previously the upper campus of Spring Valley Montessori. The original pressure distribution on -site sewage system (OSS) was installed and approved in 1984. In 1997, two additional septic tanks were added to the system to accommodate a new gymnasium. Per our conversations, our proposal involves utilizing the existing drainfield, abandoning the existing wastewater tanks and pump systems, and replacing those components with new. The development proposal includes a residential -style warming kitchen. Our formal design proposal will include a wastewater monitoring plan that will be intended to watch for effluent characteristics that exceed residential strengths. The greywater line from the kitchen will be plumbed separately such that an easy conversion to a Nibbler system can be achieved if necessary. We have shown a schematic layout of a future Nibbler system, should it be needed later on. I have attached an analysis of design flows for the project. As you will see, the actual average daily design flows should be approximately 370 gallons per day. The existing drainfield was designed for 600 gallons per day, using an application rate of 0.5 gallons per day per square -foot (per June 1984 Gibson-Frundt calculations). It consists of 600 linear feet of 2-foot wide trenches. Using a current Type 4 soil application rate of 0.6 gallons per square -foot per day, the drainfield actually has capacity for a design flow of 720 gallons per day. Our proposal is to design the OSS upgrades using an average daily design flow of 600 gallons per day, which will be very conservative given our estimated design flows of 370 gallons per day. 03 ADG.Wastewater•E-nginee ring- �:._X21:2-i 04- May 17, 2011 David Koperski King County Health Department RE: 37515 8th Ave S Parcel #: 322104-9091 Applicant: KACBC Aqua Test, Inc. performed a thorough evaluation of the existing drainfield (report enclosed), including excavating down the sidewalls of 6 trenches. They found the drainfield and trenches to be in good condition, with no evidence of bio-mat formation. The bottoms of the trenches were found to be approximately 24 inches below grade. ADC directed 10 test pit excavations on the site, including 3 immediately south of the existing drainfield area. The pits were excavated on February 23rd of this year. There was faint mottling observed in all the pits, ranging between 29 and 36 inches below the surface. However, on the day of the excavations, as well as 2 subsequent site visits in March and April, no water was ever observed in the pits, nor was there ever any indication water had existed in the pits in between site visits. Therefore, it appears the faint mottling is not an accurate indication of water tables, which appear to be greater than 48 inches below the ground surface. Because this is simply a Land Use application, we are requesting only preliminary approval of our OSS upgrade proposal. We understand that a complete design application will be required in order for the Health Department to issue a formal approval for the upgrades to be permitted. Thank you for your consideration of this application. If you have any questions, please feel free to call. Sincerely, Rocky R Anderson Professional OSWTS Designer ...._ A17C .Wasl'eGiaiEniji"neelrsn�""" r"P`253:2F}3120 Rocky Anderson From: Koperski, David [David.Koperski@kingcounty.gov] Sent: Monday, April 11, 2011 9:25 AM To: Rocky Anderson Subject: RE: KACBC - 37518 8th Ave S - Parcel 322104-9091 Rocky, have included answers at the end of each bullet. Your proposals are as we discussed and agreed to this morning. Dave From: Rocky Anderson [mailto:Rocky@adcinfo.com] Sent: Monday, April 11, 20118:47 AM To: Koperski, David Subject: KACBC - 37518 8th Ave S - Parcel 322104-9091 Hi Dave, We are getting ready to submit a preliminary design/Land Use application for this project. Can you please confirm the following for me? Application form —we plan to submit on a Preliminary. Short Plat Application. Agreed. • Fee — I assume the fee will be the base fee plus one lot ($879)? Correct. o Critical Areas — Because the site is existing construction, we do not plan to submit any Critical Areas information with this application. Agreed, CAD not required at this time. If you could either confirm or correct the above, I would appreciate it. Per our discussion, we will also include information regarding the dates of our site visits and test pit observations, and relate that back to rainfall data for those periods. Yes, this is acceptable. Thanks! Rocky Anderson ( Professional oSTWS Designer www.adcinfo.com 732 Broadway, Suite 202 Tacoma, WA 98402 253-203A200 office 253-203-0090 fax al�h�vei� ITILITY I)ISTRIe Number Bill Group 363103 685 Service Address 37515 8 AVE S FEDERAL WAY, WA 98003-7432 Meter Serial Number 98468152 LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 (253)927-2922 (253) 941-1516 Account Summary Previous Balance Payments Received Penalty Adjustments Current Charges (see detail below) Total Due Previous Read Date Current Read Date 1131/2011 4/4/2011 Current Charges Water Charge 42.55 Subtotal of`Current Cherges $42-55 Miscellaneous charges May include account change charges, doorhanger charges, shutoff charges, legal fees, etc. Depending upon the services you receive, your bill may contain one or more of the following state mandated taxes of approximately: 5.0% for Water 3.61% for Sewer 1.5% for Streetlights As a Special Purpose District we do net levy, or collect for any city, a local utility tax on any of the services we provide. Web Site: www.laKehaven.org Email: lakehaven@lakehaven.org Fax: (253) 839-9738 Bill Date Due Date 5/13/2011 6/2/2011 Usage History Period Usage (CCF) 42.55 MAY/JUN 11 3 42 55 MAR/APR 3 0.00 JAN/FEB 3 0.00 NOV/DEC 10 7 42.55 SEP/OCT 0 $42.55 J ULIAU G 0 MAY/JUN 0 Previous Reading Current Reading Usage (cu. ft.) 3,480 3,483 3 Billing Messages This bill reflects a rate increase effective January 1, 2011. Lairehaven rates remain one of the lowest in the state. Water lawns daring the early morning hours when temperatures and wind speed are the lowest. This reduces losses from evaporation. Accounts with a balance of $10,00 or less shall not be charged Interest or penalties on the unpaid balance and payment may be deferred until the next billing cycle. A 100% PEI4ALTY WILL BE ADDED iF PAYMENT IS RECEIVED 10 DAYS AFTER THE DUE DATE SHOWN ABOVE. PAYMENTS RECEIVED AFTER 12 NOON WILL BE CREDITED THE NEXT BUSINESS DAY. YOU MAY ALSO PAY YOUR BILL, WITH NO ADDITIONAL CHARGE, BY PHONE AT 1-877-307-1635, OR VIA THE INTERNET AT http:/hvww.lakehaven.org. Return this portion with your payment. For credit card payment complete reverse side of bill. LAKEHAVEN UTILITY DISTRICT 31627 FIRST AVENUE SOUTH Account No: 363103 FEDERAL WAY, WA 98003 If you are enrolled in our automatic payment program the amount due will be deducted from your account or charged to your credit card on the due date. KAC BAPTIST CHURCH 375158thAVE S FEDERAL WAY, WA 98003 Due Date Please Pay 6/212011 $42.55 AMOUNT REMITTED ' $ Please accept my donation of to help someone in need. TOTAL REMITTED $ '~� F .1`°c]�'` .. _^�_- 7�,�r�'y���"-.--55��'c•:T= i�� - '•&�y:, �,yi{, '�.�r€�' �,�.:,;: '-s`�, 'iE.f1�]�D'�`�`�.:�-c2�:�.�'4 S Q o 0 o G R S S R 00 0 0 o 2 2 0 S S E § S \§ U a n c) n g n 2 LL (§ \\ 0 0 0 0 0 LO LO o LO LD o 0 0 0 0 0 0_ 0 00 0 0 � o r-�N to C-4 -a -0 \k E m f 2 oil1 11 1 14§ a$ 0 0 0 0 o g g g 9 0 ® k® §® 8 S LO® EE c 7c �� �e * » )Co Co \\ k k k o o \=_� a k a a a a a e f o (D\ e o e a e . e oo e e om� /\ e �\ \ CO co ]k kE2 «R -2 - « G\ / _) �cu �CL /\ of m }- j0 § k 2 C 2 g CN CN G v 0= �/ ]i .gf 3 \e jfa CD 8 \ m$ 2R a)] c «* go \ { /§ 2 j }u ƒ \£ S Lj o w I--N w o 04� o\ \ 3� k (\ f= o § \ 2j E \ m ®7 / x t$ 2 J§ \ j k k 2 § A% ) ) E( $ § CO % t 7§ CL 0 c E J v 2 COm M m § m m \§ \ 8 a c S k k k jƒ 2 a)/ 0 0>- 0(L 0 1 0 0¥ CO m 2 S ]\ k k k k g k g 2# k k q 2 J § / \ j cc Co ■J 2 cc\) ; 2 § ] § a) � �.-- s � � � _ - m � s _� w w � - » - --- ■ _. _ AQUATEST INCORPORATED April 1, 2011 Rocky Anderson ADC Wastewater Engineering 732 Broadway, Suite 202 RE: Korean American Calvary Baptist Church Dear Rocky, We performed the requested septic system inspection for the above referenced property with the focus of the inspection on the condition of the d_rainfield as the current plan is to abandon the existing septic tanks. As such, we excavated test holes on both ends of the drainfield laterals describe in the following sentences. On the northern end of the drainfield we excavated four soil logs adjacent too the laterals and then hand dug over to the side wall and bottom of the trench in an effort to identify any form of biomat. In all 4 cases we did not witness any form of biomat in the rock or soil. We repeated this sequence on 2 laterals on the southern end which exhibited similar results. Additionally we excavated two more soil logs such that an estimate of vertical separation could be identified through your soil analysis. For the purpose of this discussion a lateral on the northern end in the upper reaches (log #1) of the field and one in the lower region (log #2) were excavated to provide you with the necessary information. With respect to soil log one we found thatthe bottom of the trench was at 24" and there was 9" of rock, Soil log 2 was 23" to the bottom of the trench and had 9" of rock. On the southern end of the drainfield two soil logs were excavated, one in the upper area(log #3) and one in the lower area (log #4). Both of these soil logs exhibited the same profile being 24" to the bottom of the trench with 8-9" of rock. If you have any additional questions please feel free to contact me at anytime Cordially, Matt Lee 425.432.9360 tel 425A13.9431 fax 800.221,3159 off P.O. Box 1116 Black Diamond, WA - - •.�-���ti�;—��� _�' � . ._ - ���'wiM1Ttivaq• 'nc:GY7rir�,.� Public, Health Seattle & King Counq On -site System Maintainer to return with filing fee to Public Health— Seattle!& Ding County, Environmental Health Division, 900 Oakesdale Avenue SW, Suite 100, Renton, WA, 98057, Tel. (206) 296-4932. Faxed copies will not be accepted due to data entry purposes. Fee Schedule available at http://www.kingcounty.gov/healtliseivices/health/ehs/fees/Wastewater.aspx. PARCEL (APN): DATE OF MONITORING VISIT:,? /Z� l f7 DATE OF NEXT VISIT: / / SYSTEM TYPE: PRESSURE DISTRIBUTION MOUND ❑ SAND FILTER ❑ INSPECTION TYPE: TIME OF SALE 0 FIRST 6 MONTHS AFTER APPROVAL ❑ ANNUAL ❑ 6 MONTH (COMMERCIAL) ❑ Customer / Property Owner Name: AA4[ d Site Address: Zip: Mailing Address: City: Zip: OSM Name: _e—eZ OSM#: �5o_0SM Tel# :(2i) f j A. SEWAGE SURFACING: No '-' Yes If yes, answer a-c: (a.) State where sewage is surfacing in f + Section IV. (b.) Contained On -site— or Migrating Off site (o.) State possible cause(s) of failure in Section IV. 1 B. PRE FAILING SIGNS: No ✓ Yes If yes, state observations in .Section IV. C. OSS WORKING PROPERLY: Yes ✓No If zoo, state observations in Section IV (i.e. functioning but unable to inaintairs, etc). I. (a.) Septic Tank Size: N lQa�� gal. (b.) Pump Tank Size: vt a� _gal. (c.) TanlcMaterial: 2. Solids Accumu]atiorir cum (inches) Sludee (inches) Scum (inches) Sludge (inches) Se tic Tanis 1 (Compartment 1 / 2 Septic Tank 2 (Compartment 1 /2 0 iz -Z A,4 Pump Tank 0 -Z. 3. Liquid Level is at_�, above__, or below the invert of outlet pipe. 4. Baffles: Satisfactory Un9at1Sf2ctor Not Accessible Not Applicable Inlet Baffle Center Baffle Outlet Baffle r- 5. Outlet Baffle Screened: Yes-- NOV" N/AIf yes, baffle, cleaned: Yes No 6. Pump Functioning Properly: Yes_yCNo N/A If no, explain in Section 1V. 7. Alarm Functioning: Yes_ ,,,No Not Accessible If no, explain in Section. IV. 8. Float Switches If no, explain in Section IV. 9. Draw Down Test: (a.) /-Z Inches/Min (b.) �_ Gals/inch (c) , ? Gals/Minute In •r+_-__-. nr__ �T_ ,Y�__ _._..:_..�.�.r .•�!/ n_i_rrr--- rc_.__ ...�._. . >W oT epr�sr� •�i •' >� _7y, "' C5 i57El4 ._"S.' _ .eca � �i, I su 3usz, 21 'uxr: :1 I a. Z I. AIM 5 w Lm%wn Th -'5 fAW pe jLtL�7 AV _1p ;F /'PROJECT 4'! SITE 4L . . . . . . . . . . . . ...... 'w' . . VICIINITY MAP (NT7S GRAPHIC SCALE �XE QV* 1 80, 40 80 W 5100103 732 BROADWAY, SUIT 202 ON -SITE SEWAGE PROJECT SHEET: 1 OF o 515 8TH AVE S ROCKY R. ANDERSON TACOMA, WA 98402 SYSTEM IMPROVEMENTS FEDERAL WAY, WA DATE: 05-16-11 04t ADC 37 PHONE 253.203.1200 �01R: KACBC EXPIRES 06/02/12 wastewater engineering FAX 253.203.0090 r 37515 8TH AVE S www.odcinfo.c*m FQERAL­MkWA-98003- 1-PARCR-0 4.-.909 'D JAPPI'D 1— NO -D M�- PPD .111E1pSI0N 0 . . . . . MT GRAPHIC SCALE 1"=30' 5 � 15 30 60 r EXISTIN DRAINFIELD r g a P(OHJ o+A p(OH) W PROPOS RESERVE DRAT FOLD AREA 335 F. 3' WIDE PF SSURE TRIBUTION ! r f ENCHES �r r rr r i d ► r I •CONNECT NEW rORT � TRAMLINE TO EXISTING f/fry NEW 1500 GAL. E — IPARTMB SEPTIC TANK' .1 NEW 3 00 f GAL. DOSE NEW 3000 GAL. x SINGLE—COMPA 1TaI TANK f' SEPTIC TANK I � EXIST. ASTEWATER TANKS k TO BE ABANDONED }� k ,r r 1 T ° =• r A y1 a 4 Q M 1 Y • d z r—------------1 C� I , r EXISTING BUILDING NEW BUILDING ti r .r U4§11 ►�j FI EXIST. WASTEWATER TANKS TO BE ABANDONED J 1C�EA� H ITURE 1000 GAL CLARIFIE FUTURE 1500 GAL NI B R PROCESSING TANK ❑ATE —FUTUR 150 GAL SURD TANK TRENCH DRAI r AL EASE CONC L NTERCEP -OR . 8 }II i II a�11 y • • �° • ■ • • I • I .� 1 d IF eil i ii n C 1.i24 1— JAP 7.9 SUS a o a • • ���. 732 BROADWAY, SUITE 202 ON -SITE SEWAGE PROJECT SHEET: 2 OF 2 5100103 �:�� ADC SYSTEM IMPROVEMENTS 37515 8TH AVE S DATE: 05-16-11 :.ROCKY R. ANDERSOts TACOMA WA 98402 FEDERAL WAY, WA ............................ �tCEN51=17 C]i=5€GIVER PHONE 253.203.12 wastewater engineering FAX w _-- ----....�253.203.009D ��.-__..�.. 3 EXPIRES 06102112 www-adcinfo.com I ' RE_FE{ERAL WAY WA-9803-.PARGEL-�3�2104909a-�-NO.--3A-TE -BX �K'D AP VISION=­=__...,�,- - - — ..i: ,- - fNs�: _-'.-:."ia•.^ �-yx :.--..-. .'i:ax:t:.�. � - M...r�-7.'.— a�=.. •.�. ..v:. ',:�;•. '�F' -:.���:�:���rre�'�61$.�:S�lt"a�i:a��iC::•. Yi��Y �r.r:c.�`a•:ii� ,.....`......_-. '.°�'.. 's:f�.��a� �a a '".r�. y�-�'.°�_AIGRC;B...��:",S�-'_-��'�•��C=]�i�`s. .._ ire.�'#.�'-.3f:�.l�^L•�"��..�Ri�»'!3'�.-71. �� t1-.:..fL�i>�"•L"SI�`"s.�6W DATE ISSUE 7/10/12 PERMIT SET 10/12/12 STY COMMENT CB CB U ry U U!) F- n Q m 0 10' 20' 40' 80' SCALE. 1' = 20' - 0' L 1 1 OF 6 LAN A T SCHEDULE TREE UNITS SYMBOL CITY. BOTANICAL NAME COMMON NAME SIZE NOTES SYMBOL I OTY.1 BOTANICAL NAME COMMON NAME SIZE NOTES SMALL 0.5 16 DECIDUOUS TREES *ACER CIRCINATUM 'PACIFIC FIRE' / NNE MAPLE 8-10' HT. NURSERY GROWN, B&B O 26 EVERGREEN SHRUBS *TAXUS 'DARK GREEN SPREADER' / SPREADING YEW 'HICKSII'/ 21-24" SPR. CONT., 4' O.C. ® *TAXUS X MEDIA HICKS YEW 24-30" HT. B&B. 3' O.C. MEDIUM 1.0 125 *BETULA U. 'JACQUEMONTII' / WHITEBARKED HIMALAYAN BIRCH 1-3/4" CAL. B&B 1 77 ?'VIBURNUM DAVMII / DAVIDS VIBURNUM 21-24" SPR. FULL & BUSHY, 4' O.C. MEDIUM 1. 17 *FRAXINUS PENNSYLVANICA 'SUMMIT' / SUMMIT ASH 1-3/4" CAL B&B Q 197 *DECIDUOUS SHRUBS CORNUS ALGA 'EIEGANTISSIMA' /VARIEGATED DOGWOOD 21-24" HT. FULL &BUSHY, 4' O.C. MEDIUM 1.0 9 *PYRUS CALLERYANA 'ARISTOCRAT' / ARISTOCRAT PEAR 1-3/4" CAL. B&B Q *PHYSDCARPUS OPUUFIAJUS 'MINOR' / SUMMER WANE NINEBARK 21-24" HT. FULL & BUSHY, 4' O.C. ' 1 54 YSPIRAEA JAPONICA 'MAGIC CARPET / MAGIC CARPET SPIREA 12-21" SPR. FULL & BUSHY, S O.C. SMALL 0.5 4 *PYRUS CALLERYANA 'CAPITAL' /CAPITAL PEAR 1-3/4" CAL. B&B Q SY)APNDAICARPOS ALBA / SNOWMRY 21-24' HT. FULL & BUSHY, 4' O.C. EVERGREEN TREES ORNAMENTAL GRASSES SMALL 0.5 0 2 *CHAMAECYPARIS NOOTKATENSIS 'PENDULA' / ALASKA CEDAR 6' HT. B&B 0 CID 77 *CAREX 'ICE DANCE' / ICE DANCE SEDGE I GAL. SPACED 2' O.C. 0 HSS *HEIJCTOTRICHON S. 'SAPPHIRE' / BLUE OAT CRASS I GAL. SPACED 2' O.C. SMALL 0.5 ol 6 *CHAMAECYPARIS OBTUSA 'GRACIUS' / SLENDER HINOKI 6' HT. B&B op 1 91 YPENNISETUM ALOPECUROIDES YiAMfLN" / FOUNTAIN GRASS ! GAL SPACED 2' O.C. MEDIUM 1.0 9 *PINUS NIGRA / AUSTRIAN BLACK PINE 6' HT. B&B TOD GROUNDCOVER *ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 4" POT SPACED 24" O.C. ® LARGE 1.5 20 *PSEUDOTSUGA MENZIESII / DOUGLAS AR 6' HT. B&B TOD *COTONEATER DAMERII 'LOWFAST' / BEARBERRY COTONEASTER 4" POT SPACED 24" O.C. MEDIUM 1.0 ® 40 23 *THUJA PUCATA 'EXCELSA' / EXCELSA RED CEDAR EVERGREEN SHRUBS *ABEUA X GRANIDFLORA / GLOSSY ABEUA 6' HT. 21-24" HT. B&B FULL & BUSHY, 4' O.C. TOD *GAULTHERIA SHALLON / SALA FINE LAWN HYDROSEED 1 GAL SEED SPACED 36" O.C. 200 LBS./ACRE v *BUXUS M, KOREANA 'WINTER GEM' / WINTER GEM BOXWOOD 21-24" HT. FULL & BUSHY, 2' O.C. { EROSION CONTROL HYDROSEED MIX: SEED 200 LBS. /ACRE 31 •CISTUS X HYBRIDUS / WHITE ROCKROSE 21-24" SPR FULL & BUSHY, 4' O.C. •• © *MAHONIA AQUIFODUM / OREGON GRAPE 21-24" HT. FULL & BUSHY, 4' O.C. ; r ;:+ BIOSWALE HYDROSEED MIX: SEED 200 LBS./ACRE ® 52 *OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI OSMANTHUS 21-24 HT. FULL & BUSHY, 4' O.C. 68% TALL FESCUE 67 ALSIKE CLOVER Q 230 *PRUNUS L 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 21-24" SPR B&B, 3' D.C. 10% SEASIDE CREEPING BENTGRASS 67 REDTOP *11R/111f:11T Tl11 FRANT TRFFC CHRIIRC dAlll (:Rf111N11f:(1VFR. 10% MEADOW FOXTAIL LEGEND LANDSCAPE CALCULATIONS CALIPER ® DOH TREE TYPE I !EXISTING TREES TO BE RETAINED 12+DF SIGNIFICANT TREES TO BE REMOVED TREE TYPE ABBREVIATIONS AP AUSTRIAN PINE LP LONDON PLANE CW COTTONWOOD NM NORWAY MAPLE DF DOUGLAS FIR PB PAPER BIRCH EH ENGLISH HAWTHORN RM RED MAPLE FD FLOWERING DOGWOOD SG SWEETGUM GA GREEN ASH KD KOREAN DOGWOOD �y1 EXISTING TREES TO REMAIN T L]L EXISTING SHRUBS TO REMAIN EXISTING LAWN TO REMAIN © EXISTING VEGETATION TO REMAIN - - - - TREE PROTECTION FENCING REFER TO NOTE #10, SHEET L-3 TOTAL PARKING STALLS: 121 REWIRED PARKING LOT LANDSCAPEi" S P. f ° F. PER STALL) PROVIDED PARKING LOT LANDSCAP TREE DENSITY CALCULATIONS SITE AREA 6,47 ACRES (281,731 &F 1 REQUIRED TREE DENSITY STANDARD: 162 (25 TREE UNITS / A{ E1 PROVIDED TREE UNITS: 9 ETU5TING 4 A 1.0 UH1 1 24 EXIST NG 16 0 1.5 UHI } 6 EX1ST11iG 3 & 2.0 UNITS �5 FJSSTING 1 0 2.5 UN1T5 SUB TOTAL 41.5 EOD REPLACEMENT 94 6 . 1 30 REPLACEMENT 20 ® 1.5 UNITS 144 185.5 DROUGHT TOLERANT LANDSCAPE ALL TREES, SHRUBS, AND GROUNDCOVER (EXCLUDING LAWN) HAVE BEEN SELECTED TO BE DROUGHT TOLERANT D 10' 20, 40' 80' SCALE: 1" = 20' - 0" DATE ISSUE 7jICh2 JFMIT SET Qe Q L-2 1 OF 6 BARK MULCH EDGE OF BED 1 � •''a Es CURB OR HEADER NOTE: SPACING TO BE TRIANG. PER DISTANCE SHOWN ON PLANT SCHEDULE CGROUND COVER SPACING NTS PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL UTA. Uh XUU MALL SET CROWN AT NURSERY HEIGHT BARK MULCH PER SPECS BACKFILL TO CONSIST OF TOPSOIL PER SPECS. ADD FERTILIZER PER SPECS SCARIFY ROOTBALL ON CONTAINER MATERIAL REMOVE ALL BURLAP ON B&B MATERIAL DIA. OF ROOTBALL SHRUB PLANTING NTS SECURE TRUNK WITH DOUBLE STRAND OF 14 GAUGE GALV. WIRE WRAPPED IN CLEAR VINYL TWIST TIGHT REMOVE ADDITIONAL ASPHALT CONCRETE AS REQUIRED 2' DIA. "BVC" LODGEPOLE TO INSTALL IRRIGATION HEMS ADJACENT TO PINE TREE STAKES WITH CURB. 6" CONICAL POINT ESTABLISH CROWN AS INDICATED CONCRETE CURB MULCH PER PLAN 36" DIA. TREE WELLS IN LAWN AREAS. FILL WITH ASPHALT j 57 55: SOD-0" 3" OF SPECIFIED MULCH PAVING MULCH-1' REMOVE ALL BURLAP AND WIRE BASKETS BACKFILL PIT WITH 50% ` ` IMPORT TOPSOIL AS SPECIFIED TOPSOIL AND 50% NATIVE L REMOVE PAVING & CRUSHED ROCK SOIL ADD SPECIFIED AS INDICATED. SCARIFY EXISTING FERTILIZER TO MIX SUBGRADE TO DEPTH OF 6" AND BACKFILL WITH IMPORT TOPSOIL PER NOTES PAVING/CRUSHED TOP COURSE TREE STAKING LANDSCAPE ISLAND 3 NTS NTS LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO CLEAR AND GRUB ALL PERIMETER LANDSCAPE AREAS SHOWN TO RECEIVE NEW LANDSCAPE. 2. ALL NEW LANDSCAPE AREAS ADJACENT TO BUILDINGS AND WITHIN PARKING LOT TO BE SET AT 6' MINUS FINISH ELEVATION EXCEPT AS NOTED. THESE AREAS TO RECEIVE IMPORTED 3-WAY TOPSOIL TO A MIN. DEPTH OF 8'. ROTOTILLED INTO SUBGRADE. ALL PERIMETER BEDS THAT ARE SHOWN TO RECEIVE NEW PLANTING IS TO RECEIVE 6' DEPTH OF TOPSOIL TO EXISTING SUBGRADE. ROTOTILLED THOROUGHLLY INTO SUBGRADE. 3. ALL NEW PLANTING BEDS TO HAVE FINE BARK MULCH TO A MINIMUM DEPTH OF 2". 4. GROUND COVER TO EXTEND UNDER ALL DECIDUOUS TREE CANOPIES AT THE SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE IN ALL PLANTING BEDS DESIGNATED TO RECEIVE GROUND COVER. GROUNDCOVER BENEATH EVERGREEN TREES TO BE MAINTAIN A 3' CLEARANCE FROM BASE OF TRUNK. 5. ALL LANDSCAPE BEDS SHALL BE PLANTED WITH GROUNDCOVER, PLANTED IN A TRIANGULAR PATTERN, TO ACHIEVE FULL COVERAGE WITHIN TWO YEARS OF PLANTING. 6. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY KIM ARCHITECTURE. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLAN WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. 7. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL. B. NO PRE -EMERGENT HERBICIDES TO BE USED ON THE PROJECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 9. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM. IRRIGATION TO BE HEAD TO HEAD COVERAGE IN ALL LANDSCAPE AREAS. SEE SHEETS L-4, 5 & 6. 10. TREES TO MAINTAIN A MINIMUM CLEARANCE OF 6 FROM WATER, SEWER, AND FIRE HYDRANTS. SHRUBS TO MAINTAIN A MINIMUM CLEARANCE OF 4' FROM FIRE HYDRANTS. 11. SIX-FOOT HIGH TEMPORARY CHAINLINK FENCE TO BE PLACED AS SHOWN ON PLANS TO PROTECT SIGNIFICANT TREES TO REMAIN WHICH HAVE DRIPLINES WITHIN 5 FEET OF NEW CONSTRUCTION. INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. NO STOCKPILING OF MATERIALS, M DEBFdS, VEHICLE TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN PROTECTION FENCE. ALL EXCVATION WITHIN ORFUNES SHALL BE INSPECTED BY A CERTIFIED ARBORST 6901?tE BACKFILUNG. ANY TREE ROOTS REQUIRING REMOVAL SHALL BE CLEANLLY CUT TO MINIMIZE DAMGE TO EXISTING ROOTS TO REMAIN. ALL EXPOSED ROOTS TO BE COVERED WITH SOIL OR DAMP BURLAP ON THE SAME DAY TO PREVENT DRYING. L- 3 1 OF 6 0 L 0 3 0 I DATE I ISSUE I SET Z Q J Z 0 F- Q 0 m U ry U F— (n F- n Q m ry W J Q U Z c Q o U 6, wo ry 0-0 0 10' 2Y 4T 80, wr 4".I id hi SCALE: 1' = 20' - 0" I 4 1 OF 6 IRRIGATION SCHEDULE IRRIGATION SCHEDULE SYM. DESCRIPTION SYM. DESCRIPTION P.S.I. RAD. G.P.M. 93 POINT OF CONNECTION : Q) t:, RAIN BIRD 5004-MPR-35-F, 4" POP-UP ROTOR 25 3T 5.36 1 1-1/2' BRASS GATE VALVE m• RAN BRD 5004-MPR-35-H, 4" POP-UP ROTOR 25 32' Z75 1 FEBCO 85OU, 1-1/2' DOUBLE CHECK VALVE ASSEMBLY 6 RAIN BIRD 5004-MPR-35-Q, 4" POP-UP ROTOR 25 32' 1.40 1 1' RAINBIRO 44RC, 1' QUICK ODUPURG VALVE 1 RAINBIRD 150 PER 1-1/2' MASTER VALVE O RAIN BIRD 1806-SAM-R13-18H, 6" POP-UP ROTOR 40 13-18 1,85 L7 1" IRRIGATION METER (REFER TO CIVIL PLAN) ZONE a IQ, RAIN BIRD 1806-SAM-R13-18H, 6' POP-UP ROTOR RAIN BIRD 1806-SAM-R13-18T, 6' POP-UP ROTOR 40 40 13-16' 13-18' 0.92 0.62 m RAIN BIRD 150-PEB-PRS, 1' REMOVE CONTROL VALVE li•• a, RAIN BIRD 1806-SAM-R13-18Q, 6' POP-UP ROTOR RAIN BIRD 1806-SAM-15H, 6' POP-UP SPRAY 40 30 13-18' 15, 0.46 1.65 m RAIN BIRD 100-PEB-PRS, 1" REMOTE CONTROL ZONE G.Pk Pq�VALVE d,s RAIN BIRD 1806-SAM-150, 6" POP-UP SPRAY 3O 15, 0.92 RAIN BIRD XCZ-100-PRE, 1' DRIP CONTROL ZONE 6'=RAINBIRD 1806-SAM-I5VAN, 6" POP-UP SPRAY 30 is 0.92 m 9ZE RAIN BIRD XCZ-075-PRE, 3/4' DRIP CONTROL ZONE �, RAIN BIRD 1806-SAM-12H, 6" POP-UP SPRAY 3D 12' 1.30 d n RAIN BIRD 1806-SAM-12Q, 6' POP-UP SPRAY 30 12' 0.65 ® GREEN TECH GTC-S 24 STATION CONTROLLER Q,_, RAIN BIRD 1806-SAM-I2VAN, 6' POP-UP SPRAY 30 12' D.65 MODEL NUMBER: #SA02-GT1-S/24SL/GSM-NET/RS (AVAILABLE AT JOHN DEER GREEN TECH: 427-0779) 0 " RAIN BIRD 1806-SAM-10F, 6" POP-UP SPRAY 30 1D, 1.58 c;a RAIN BIRD 1806-SAM-10H, 6' POP-UP SPRAY 30 10' 0.79 --- 1-1/2" MAINLINE, SCHEDULE 40 PVC d RAINBIRD 1806-SAM-100, 6' POP-UP SPRAY 30 10, D.39 CLASS 200 PVC LATERAL LINE (SIZE PER PIPE SIZING TABLE) 4" SLEEMNG, SCHEDULE 40 PVC 6'= as RAINBIRD 1806-SAM-I0VAN, 6' POP-UP SPRAY RAINBIRD 1806-SAM-8H, 6' POP-UP SPRAY 30 30 1d 8' 0.75 0.52 - --= RAIN BIRD XFD-09--18, DRIPLINE W/0.90 GPH LDITTERS ® 18' O.C. de RAINBIRD 1806-SAM-80, 6' POP-UP SPRAY 30 8' 0.26 W4 RAIN BIRD TDS-050, GALV. TIE DOWN STAKES 0 3' O.C. 6' RAINBIRD 1806-SAM-BVAN, 6" POP-UP SPRAY 30 8' D.72 PROVIDE (1) AIR RELIEF VALVE AND MANUAL DRAIN VALVE PER ISOLATED AREA. o° RAINBIRD 1806-SAM-I5SST, 6' POP-UP SPRAY 30 030' 1.21 A (2) RAIN BIRD XB-20PC, 2.0 GPH XERI-BUG EMITTER (1 PER TREE) 0;_ RAINBIRD 1806-SAM-I5RCS, 6' POP-UP SPRAY 30 4'X15' 0,49 W/ RAIN BIRD TS025, 1/4" TUBING STAKE AND DBCO25 DIFFUSER BUG CAP. . ❑r. RAINBIRD 1806-SAM-I5LCS, 6' POP-UP SPRAY 30 4'X15' 0.49 WRAIN BIRD P 1% ID00O25 a6c RAINBIRD 1804-SAM-(NOZZLE AS NOTED), 4" POP-UP SPRAY RAIN BIRD TS025,/4" TUBINGXSTAKEUAND DIIFFUSERUBUG CAP. IRRIGATION NOTES 1. VERIFY LOCATIONS OF ALL UNDERGROUND UTIUTIES PRIOR TO COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXISTING UTIUTIES. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT BETWEEN PROPOSED WORK AND OBSTRUCTIONS. 2. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS, PAVED SURFACES AND EXISTING LANDSCAPE AND IRRIGATION TO REMAIN DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION WORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTIUTIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTIUTIES. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURE'S SPECIFICATIONS. 4. PRESSURIZE MAINLINE TO 100 PSI FOR A PERIOD OF 2 HOURS CHECK ALL JOINTS AND CONNECTIONS FOR LEAKS AND REPAIR AS REQUIRED. PROVIDE WRIITEN DOCUMENTATION THAT A PRESSURE TEST HAS BEEN COMPLETED WITH NO MORE THAN 5 PSI LOSS DURING THE TEST DURATION. 5. UPON THE COMPLETION OF IRRIGATION WORK, OPERATE THE SYSTEM IN THE PRESENCE OF THE OWNERS REPRESENTATIVE. ADJUST AS REQUIRED. 6. GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR COMMENCING AT THE TIME OF FINAL ACCEPTANCE. THIS GUARANTEE DOES NOT APPLY TO WORK OR DAMAGE DONE TO THE IRRIGATION SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. 7. PRIOR TO FINAL ACCEPTANCE PROVIDE THE OWNER WITH A SET OF CLEARLY DRAWN REPRODUCIBLE RECORD DRAWINGS SHOWING ACTUAL LOCATION AND TYPE OF IRRIGATION ELEMENTS INSTALLED. 8. REPLACE EXISTING IRRIGATION CONTROLLER WITH NEW IRRIGATION CONTROLLER. WIRE ALL EXISTING IRRIGATION VALVES STILL FUNCTIONING TO NEW IRRIGATION CONTROLLER. SEE NOTE 19. 9. VERIFY WHICH OF THE EXISTING (ID] VALVES ARE STILL NEEDED FOR EXISTING LANDSCAPE AREAS TO REMAIN. AIR AS NEEDED AND TIE INTO NEW IRRIGATION MAINLINE. WIRE THESE VALVES INTO NEW CONTROLLER- REMOVE AND BACKFILL ALL IRRIGA11ON VALVES TO BE ABANDONED. PIPE SIZING TABLE PIPE SIZE MAX G.P.M. 314' SCH 40 UP TO 10 G.P.M. 1 SCH 40 UP TO 16 G.P.M. 1-1J4' SCH 40 UP TO 26 G.P.M. I DATE I I'll, PFRMIT SET z Q __j' z CD Q CD • 0 10' i{i 4D' 80, SCALE: 1' = 20' - 0' 1 OF 6 DATE gm DOUBLE CHECK VALVE ASSEMBLY QUICK COUPLER VALVE r MASTER VALVE I ' WASHED DRAIN ROCK `'•i1 MINIMUM 12" DEPTH (:yP-) SCH 80 PVC UNION (TYP.) RB STOP VALVE MAIN SHUT OFF SERVICE FROM METER (REFER TO CIVIL) NOTES: 1. VALVE BOX SHALL NOT REST ON PIPES. 2. ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL PIPE. 3. TEST COCKS SHALL HAVE 12" CLEARANCE. POINT OF CONNECTION rn FINISH GRADE SET POP-UP SPRINKLER FLUSH WITH FINISH GRADE POP --UP SPRINKLER HEAD. REFER TO I IRRIGATION SCHEDULE FOR NOZZLE AND BODY TYPE. USE BOTTOM INLET ONLY. 12' NIN. — I POLY PIPE 30" MAX. LENGTH 1-SCH 40 PVC FITTINGS, TYP. `MARLEX STREET ELL AND SWING PIPE 90 LATERAL,TYP. SIZE AS INDICATED ON PLAN MARLEX STREET ELL AND NOTE: SWING PIPE 90 1. USE BOTTOM INLET ONLY. FINISHED GRADE BEFORE MULCH/SOD 1' ABOVE FINISH GRADE 10' ROUND VAULT WITH LOCKING UD QUICK COUPLER VALVE SET A MINIMUM 2' CLEAR BELOW TOP OF VAULT. STEEL 'r FENCE POST, 36' LENGTH 18' MIN. SS HOSE CLAMP (2) 1 x SCH. 80 PVC NIPPLE ,tiw o .� •v SCH 40 PVC ST ELL & 90 DEG, ELL SCH 40 PVC ST. ELL SCH 80 PVC NIPPLE, 1' X 12' LENGTH SCH 40 PVC MAIN LINE NOTE: u 1. VALVE BOX SHALL NOT REST ON PIPES. 2. VALVE TO BE SET PLUM & CENTERED IN VALVE BOX. 3. PROVIDE DRAIN ROCK TO A MINIMUM DEPTH OF 6". 4. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL QUICK COUPLER NTS PVS SCH 40 FITTINGS (TYP.) COMPRESSION ADAPTER EDGE OF BED DRIPLINE TUBING SPACED 18" O.C. AIR/VACUUM RELIEF VALVE INSTALL AT EACH HIGH POINT DRIP CONTROL ZONE KIT WITH VALVE, FILTER, & PRV PVC SCH 40 MAIN LINE PVC CLASS 200 LATERAL PVC SCH 40 SUPPLY HEADER FINISH GRADE BEFORE MULCH/SOD 1" ABOVE FINISH GRADE 3M DRY SPLICE CONNECTORS PROVIDE FOR A 18" EXPANSION LOOP OF EXCESS WIRE. REMOTE CONTROL VALVE PLASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE CARSON STANDARD VALVE BOX (2) VALVES PER VAULT VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NEEDED. TLO UNIT SUPPORT AT � AT CORNERS SCH 40 PVC MAINLINE NOTES: PEA GRAVEL MIN. 3" DEPTH 1. VALVE BOX SHALL NOT REST ON PIPES. 2. ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL PIPE. 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. AUTOMATIC VALVE 3 NTS SET 1" ABOVE TOPSOIL BEFORE MUCLH RAIN BIRD SEB-6X, 6" VALVE BOX FINISH GRADE OF TOPSOIL AIR/VACUUM RELIEF VALVE KIT. INSTALL AT EACH HIGH POINT OF DRIP ZONE. FITTING AS REQUIRED PVC LATERAL OR DRIPLINE (3) BRICK SUPPORTS DRAIN ROCK TO A MIN. 12" DEPTH 1" IN BED AREAS, BEFORE MULCH. STANDARD CARSON 12" VALVE BOX. � I� 3M DRY SPACE CONNECTORS. F DRAWN: 1� PROVIDE FOR A 24" LOOP OF EXCESS WIRE. CHECKED: 1B FINISH GRADE. DATE, 1 ��p I - DRIP CONTROL ZONE KIT - - - REFER TO IRRIGATION BALL VALVE Z PVC SCH 40 SXS 90 2 GRAVEL MIN 2" DEPTH uo PVC SCH. 80 NIPPLE b e (LENGTH AS REQUIRED). P.V.C. SCH 80 UNION TOPSOIL DEPTH VARIES P.V.C. MAINLINE SCH. 40 PVC TEE/ELL. �1V11 I NOTES: Q 1. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. 2. SUPPORT VALVE BOX WITH (4) BRICKS. 3. TAPE CONTROL WIRES AND SPARE TO BOTTOM o o R OF MAINLINE (TYPICAL). t DRIP CONTROL ZONE .4 d NTs ¢m3 � = o FINISH GRADE �r 1" IN BED AREAS 6" VALVE BOX a BALL VALVE ADJACENT PAVEMENT R VERTICAL SURFACE 1 POP-UP HEAD DRIPLINE LAYOUT 7 AIR VACUUM RELIEF VALVE G DRIPLINE MANUAL DRAIN VALVE NTS fi NTS NTS NTS DRIPUNE TEE MULCH PER PLANTING PLAN FINISH GRADE OF TOPSOIL DRIPLINE IN-UNE EMITTER STAPLE OR STAKE MIN. 10' O.C. NOTE: 1. NO DRIPLINE SHALL BE VISABLE ON THE SURFACE. 18" MIN. PAVING, CONCRETE OR PAVERS. SUBBASE- REFER TO CIVIL PLANS AND SPECIFICATIONS BACKFILL SEE NOTE BELOW ' 2" PVC SCH. 40 WIRE SLEEVE PVC SCH. 40 MIN. 2X DIA. NOTE: OF INTERIOR RIPE 1. BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. 2. REPLACE DISTURBED OR DAMAGED LANDSCAPE. l2" X 24" COBRA FFLLEX TUBE PVC SCH 40 HEADER PVC REDUCER ADAPTER S X 1/2" FPT W/ (2) MARLEX ELL BRICK SUPPORTS (3) PEA GRAVEL SUMP MIN. 1 CUBIC FT. BUILDING WALL AUTOMATIC CONTROLLER �- MULCH TOPSOIL PER 120 V POWER BY OTHERS PLANTING PLAN BACKFILL SEE NOTE EBELOWLATERALS 1-1/2' P.V.C. SCH QPVC CONDUIT FOR WIRES TO CONTROL VALVES PVC MAIN LINE FINISH GRADE VALVE WIRES 2' P.V.C. SWEEP ELL NOTE: 1. BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. 2. REPLACE DISTURBED OR DAMAGED LANDSCAPE_ NOTE: INSTALL ALL MIRING PER LOCAL CODE 9 DRIP1}NE EMITTER i0 SLEEVING �� TRENCHING IRRIGATION CONTROLLER NTS NTS NTS ) NTS z Q U Of LL1 c Q o+ z� T LLJ n o C v L-6 COVER SHEET KOREAN-AMERICAN CALVARY BAPTIST CHURCH SE 1/4 NW 1/4 SECTION 32, TWP. 21 N., RGE. 04 E., W.M. 0 L-59.00' fr S c9js� q7• b s��� I I I I Z in > Q '2 00 `[I 11 I rrr I.. 235.00' 8 37W STREET - - ` ltiA . E. r rrE d✓••r r g I a` = W co Q 1 1 f .k j Q m �J 0 w t •�f _ o ; w ZIT U W iLL a4161r L VICINITY MAP q o SITE INFORMATION SURVEY INFORMATION SITE ADDRESS PROCEDURE / NARRATIVE 37515 ETH AVE SO URI A FIELD TRM'GT5C USMO A *GE00i7.R01 4W ROLOM. AND 'EERY' VITA FEDERAL WAY, WASHINGTON 98003 COLLECTOR SVPPEDAng O WIIN I = TIOTYS Nay Ei "Al 1 , E$TASLLpTElG PARCEL N0. 3721049091 THE I • 11G1iMRE, A1� 4E>YCIGY �+ fATWEEH � TIONYIIDATa Q PRGPinTr 111FS All0 USED 10 4 FTATMRCs 167gwN ifET it A or S YA' ZONING A11TO14ATIO L1:VEN Nay USED iq [t " AITO MTM I E THE EIEY OFF OF SINGLE FAMILY RESIDENTIAL RS35.0 PFTiCDARDsfi R L OONIROL POUI[S Nr AS 11116 MH Minh OR EXCEEDS THE STPNOARDS FOR 4M10 EIOw10ARY .^17RYE'IS AS SET FORTH IN 1WD 332-130-090. J TE <T TOACRES. � Go ITAL SITE AREA = 6.47 ACRES . 281,731 SF CALCULATED LAND AREA: 0 f � I.I.I WY. EYL MJDPE ON SELL 16S 281.731 3 SQUARE FEET (6.468f ACRES) BUILDING BASIS OF SWINGS Z = (A Q PROPOSED FLOOR AREA = 23,GDO SF3 THE BASIS OF BEARINGS IS THE BEARING BETWEEN WSDOT 116 AND WSDOT 2786, Q �j CON9RiUCNON TYPE = VB, FIRE SPRINKLER TAKEN AS NORTH 55'54'34' EAST. 0 U �! OCCUPANCY = A-3, 300 OOCS (SEATS) EXSONG BUILDING TO REMAN - 4.012 SF HORIZONTAL DATUM EXISTIFr Ld NG BUILDING 70 OEMOU00N 4,374 SF BASED UPON NORM AMEIBCAN DATUM OF 19B3 - NAD 1983107 (WSD07) C T WASHINGTON STATE PLANE COORDINATE SYSTEM. NORM ZONE PARKING Q (L (n Q PROPOSED PARKING STALLS = 122 VERTICAL DATUM PROPOSED ACC PARKING STALLS 5 NATIONAL GEODETIC VERTICAL DATUM OF 1929 - NGVD 29 - FEOFRPL WAY POINT BM220D-32, Z Q ^ IIJ REOUIRED PARKING STALLS - 100 TAKEN AS 280.930 FEET. Q m � cu REQUIRED ACC PARKING STALLS = 5 W NOTES 1. TNTO A 1AIE AND AND FFAYUTGS DEPICTED HDHOM ARE BLSEn ON Q I•TOT OBSERVATIONSBELOW AHD LINGFMARKINGS.RIgk THE TRUE LOCATION,mEr NLO, AFm/OR VERIFIED. OF BELOW DROUNO FEASUPE5, DETECTED OF IR4OETELTm. SNNR-D EE Y VERIFlED. 2. ALL TITLE INFORMATION WAS DERNED FROM CHICAGO TIRE INSURANCE COMPANY'S A. TA COMMITMENT (THEIR ORDER NO. 1256436) GATED APRIL 14, 2009 AT 8:00 AM. BARGRAUSEN CONSULTING ENGINEERS. INC. HAS RFLED WHOLLY ON CHICAGO'S INDEX TO SHEETS REPRESENTATIONS AS TO THE CONDMON OF TITLE AND HAS CONDUCTED NO INDEPENDENT RESEARCH INTO MATTERS OF TIRE. C1 OF 6 COVER SHEET LEGAL DESCRIPTION [ 84 BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST C2 OF 6 TEMPORARY EROSION AND OUWjM OF THE NONTHWEST OL %TM OF SECOOEI 3., Tt S1 W 21 NORTH, w .S�IEMATION CONTROL PLAN RAuOE + EAST. 1YR1A5RTTE MflIOIAH. IN ION1T COUNTY, WA5EIRGTL EF: THDO E ON THE SOUNi 11 OF 541TI SU UITE 1 N WPO 55A5 FEET; �° 8 THE3aCE HOR1iiDl5fEALY ALOHO A MICE UHE TO A F'OPTf LV'1 171E NORTH LINE OF o' C9 OF 6 PREUWOM SATE PLAN SOD SEIDOAASTON 520 FEET WEST OF TIE FIORTHEA45T CORNER OF SAID SUBDIVISION; THENCE ON SAID NORTH LINE EAST 520 FEET TO THE EAST LINE OF SND 04 OF 6 PRELMBJARY GAADMG AND SUBDMSION; STORM DRAMGE PLAN THENCE SOUTH TO THE POINT OF BEGINNING; IXC(FT THE SOUTH 30 FEET DEEDED TO KING COUNTY FOR ROAD BY DEED C5 OF 6 PRELMB'1ARY WATERMM RECORDED UNDER RECORDING NO. 3022398; EXTENSION PLAN AND EXCEPT THE RIGHT-OF-WAY FOR 8TH AVENUE SOUTH; z C6 OF 6 NOTES AND DETAa S AND ALA DWT THAT PORTION OF THE SOLIWor OUAM OF THE NORDWST x OURTTER OF SECAON 32, TOWN5F8° 21 WITK == i EAST. WIUAMETTE UERO]ML1, Di iLRJG COVNR', FGT,41M7GTON, BEGI`INNG AT THE 5(%117EAST COFIRMc% yJl 1 OF 1 BOUNDARY AND TOPOGRAPHIC c F sA7D sDUI7FEAST D AARIER Of THE Na 1TIEWY °.T OBARIEn:1. nIDFE ON TTE SOUTH UNE OF SUBETAISION WEST 265 FEET 10 1711E TRUE POINT SURVEY OF BEGINNING; _ THENCE CO.YTMIUIRG ON STUD SOUTH U& 150 FEET; $ THENCE MIRTH PARALILS. WITH YNE EAST LINE OF STUD SUBDIVISION 270 FEET: THENCE EAST PARALLEL WITH 1F[ SOM UNE OF SFM SUBDIVISION 150 FEET; THENCE SOIRH PARALM NThI THE EAST LINE OF SOD SUBDIVISION 270 FEET TO = THE TRUE POINT OF BEGINNING. ? z ¢ SPECIAL EXCEPTIONS N 1. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: �+ GRANTOR:MADELEINE J. JUSTUS x z w GRANTEE:NINA KISSINGER, TRUSTEE OF THE EDA L SCHULER LIVING TRUST DATED Z MAY 2, 2002 zo PURPOSE WATER LINE E a Mo N w15 AREA AFFECTED; PORTION OF SAID PREMISES Z 00 RECORDING NO.: 20030603003023 � NO DESCRIPTION N Q T o 3 N N z n 2.DfCLlRAT10N OF OVYELlAETF AHD THE T1706 ppygp � IrT Y BADE BY:C80WE R JlKTU7i ANO MApETEDIE , tl 9I� W S REOOR➢MEG NO3 Wr64062S073i LMi M p g E REGARDING: C TA70L DWJNFNLO Y U 1n 3.UCENSE TO THE CITY OF FEDERAL WAY TO ENTER. INSPECT AND PERFORM a NECESSARY MAINTENANCE RECORDED UNDER RECORDING NO. 19990914001170. 4 EEFW DISCARD AS CRANE IM OEM.LIES OS Pkf3 �OE�PA zV 1L GRANTEE:KING COUNTY, WASHINGTON Z RECORDED: DECEMBER 2, 193B RECORDING NO.: 3022388 CITY OF FEDERAL WAY i ? �` 2 fIEM NOS. 5 THROUGH 13: NOT APPLICABLE TO BE SHOWN ON SURVN�+ rTy D.7 PERVfr i �bB 1 cm.., CM OF FEDERAL WAY o CALL BEFORE YOU DIG r APPRO'+ED BY: 11-800-424-5555 DATE: U i DEMOLITION AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN KOREAN-AMERICAN CALVARY BAPTIST CHURCH �`� SE 1/4 NW 1/4 SECTION 32, TWP. 21 N., RGE. 04 E, W.M. a -• .D ID CONSTRUCTION SEOUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTON MEETING MUST BEHELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND APPLICANTS CONSTRUCTION REPRESENTATIVE 2. FLAG CLEARING LIMITS AND AREAS TO REMAIN UNDISTURBED. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. FNO U�- 5. INSTALL OFF -SITE CATCH BASIN PROTECTION. 01'3NW OF rW.P M1' CDR 6. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. FND 7. INSTALL INTERCEPTOR WALES/BERMS AND CHECKDAMS. 'UNRRA NLE' & mm 8. RO RUNOFF IS TO LEAVE THE SITE WHEN TURBIDITY EXCEEDS THE MAXIMUM ALLOWABLE MAXIMUM 21'FS OF PROPERTY COR ALLOWABLE TURBIDITY OF DISCHARGE WATER WILL BE 10 PERCENT OVER THE BACKGROUND, WHERE THE BACKGROUND IS MORE THAN 50 NTU'0. 9. ROUGH GRADE SITE AND AMEND ¢C FACEJTIE5 AS REOUNfD, ALL SURFACE WATER FROW DISRJRBED AREAS OF THE SITE SHALL BE COLD= AND ROUTED THROUGH THE STORM DRAIN DETENTION AND WATER QUALITY VAULT PRAMTQ DISCKAIM OFF SIZE. VEGETATIVE OWERS MAY AN EGREMELY IMPORTANT ROLE OR CONTIROLLONG EROWN BY LIMITING TIE Fn,* AL OF DRMC, YWAl" AND ODCIMAsM TIRE DURATION OF EXPOSURE OF BARE CROUNND. CONTRACTOR TO PMSE THE GRADING WO SMALLER AREAS IN ORDER TO MINIMIZE THE REMOVAL OF VEGETATIVH AND DURATION OF BATE GROUND EXPOSURE AT ONE TIME PROVIDE INLET PROTECTION WHERE INDICATED. 10. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TITA45POHF OF SfpGfERi {MUG] 0lRO THE PROVER R050- IF SEDMrFA NT IS TWT'TED ONTO THE ROAD SIN7ACC THE ROAD SHML 8E CLEARED IMMEDIATELY BY SWEEPING. NO WASI6NT OF ROAD SURFACE IS ALLOW�EFD..,LBCnOH NuO -- 11. WrrH ACHD LAYER FACILITIES MUST BE GRADED AND AMENDED TO PFRfPrY]!; SIDE pRQTlffERC W ,W. Ap,ylGEff pROpEARCIL 12. ALL OF THE DEVATERING DEVICES DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. . 13. NO WASHING OF CONCRETE CHUTES OR EQUIPMENT IS ALLOWED UNLESS ALL OF THE RUNOFF IS i COLLECTED AND DISCHARGED OFF -SITE AT AN APPROVED LOCATION. 14. CONTINUED MAINTENANCE AND UPGRADE OF TESC MEASURES, INCLUDING DUST CONTROL, SHALL BE LIMITS OF CLEARNGG PROVIDED AFTER FILL/CUT OPERATIONS ARE COMPLETED. 15. MANITAIH ESC FACIMES UNTIL ALL RISK OE ER09DN/SEENMPDATICN DRAINAGE 1A5 PASSED AND A PeIWATdM SHORN DRAINAGE SYSTEMIS ORSTA„ ED OHO FUNCTX DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM SYSTEM. TESC FACILITIES CAN ONLY BE REMOVED UPON SITE STABILIZATION AND APPROVAL FROM CITY OFFICIALS. EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL Of 1T45 f:T10510N/5E01YEN1ATIQN CONTROL [MSC) PLAN DOTS NOT CDISRNTE AN APPROVES OF I'FAIOV+oif RO,W OR ORUHICE DE9[JI (IR. 5¢E AHO LOCATION CF ROADS, PLPES, RESTRICTORS. pHVIHES, RETEIITIOII FACILITIES, IITOlR3E5, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, R 14, A50 UPGRADING OF THESE ESC FAWnES IS THE RESPONSIBILITY OF THE APPLICAYT/CONRRACWR UNTIL ALL C>DHSIRUCTpM IS APPROVED. 3. TINE BOW0JbM OF THE CUE!"G LIMITS SHOWN ON THIS PIM SHALL BE CLEARLY FU4tiEO W IRE FIELD PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO D*nW( AIMCE BEYOND THE FLAGGED CLEARING LIMOS SHALL BE PERMITTED. THE FlACCR.G SHALL BE MANTANRED BY THE APPLICANT/WNRRACTOR FOR THE THE OF CONSTRUCTION. 4. STABIUZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACMM SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CUWW AND CRA0IM. ACTNTEF$ AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES. OR VIOLATE APPLICABLE WATER STANDARDS- 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALE W UPORADEQ AND/OR REUSED AS REEDE0 FOR UNEXPECTED STORM EVENTS, AND M00M TO ACCOUNT FOR CHANCING CONDF O IS (EC. ADW*VL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ENQa- 7. THE ESC FACMES SHALL BE INSPECTED DAILY BY THE APPMCAHT/CUHTRALTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE D6TURSEO FOR SEVEN (7) DAYS DAM THE DRY SEASON OR TWO (2) DAYS DUIBKG THE WET WASCH, SHALL BE IMMEDIATELY STABIIZED WITH THE APPROVED ESC MM400S (I.E. SOMM, UUUC JINC, HEEDNG. EROSION MAID17S. LTG•) 9. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACIMES ON INACNVE STIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN FII ONE FOOT OF SEDIMENT BE ALLOAiD 10 AOCUMIRATE WITHIN A CATCH WIN. ALL PA W1 BASINS AND CONKeA'RCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LIVEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERHMNENT RETEf11WT/DETENTION FACY7['N USED AS A TEMPORARY SMLFNQ BASIN SHALL BE BODIFEO WITH THE fNECE55RNTf ERASION CONFROL MEASURES AND SHALL PFL04K AAEQWTE SMACE CAPACITY, ff THE PERMANENT FALHJTY IS TO FUNCTION ULTIMATELY AS AN IHM.TRAigH SYa'FEM, TTE FAOE111' 8H41 HOT BE USED AS A TEMPORARY SETTLING IAAS1rv. HO BA✓DERGRW WHO OET1dNMH TAN�M OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 14. LPSAGFIFNT FIPACTCES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1564(X)(0-9) OF FWCC. 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D. KOSWU ARE N EFFECT OCTOBER 1 THROJGR APRIL 30. PRIOR TO THE BEGINNING OF THE NET SEASON ALL DRSTURBEI AREAS SHALL BE REVIEWED TO IOERIIIFY WHCH ONES CAN BE SCEDW IN PREPARATION FOR WIRER RAINS DISMSED AREAS SOLL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. Da 0-4'SN OF P06M UNE -�-T COR B.7'}S & / Od3C OF PROPERTY COR rf 1 FENCE 0.6'3W- tr PEST ` 1� 1 ON W!C i -49a RTN J M TYPE 1 SOW U4.41A26 IE 12' ADS E=48921 I IE 12' ADS SWm489.21 r� p RNB�DB+ T4' , 4' rj 11F71W XWO ' r k FND LRAM CB TYPE 1 ial-4'!] 157� 0.25'S k:"v JCL COR IE 6' PVC S'Wb At 7E 6 FROPLRPY III 102•i3' IE 12' ADS.W 3•BA". k L7 DR I Av PA7LA% 00A i t LIMITS OF pIARING J M?.) ENTRANCE MILO �tR Oc7 X X _ J 4 _s t i 1 111015 OF Cl 0.74E OF j $ PROPERTY UNE r 111 � Rm3 /PAP 'LS 10706' 3.70'N & O7B'W ITW.f RO\A\OT GDiYR�\ W 147JPOUY COX ' IYI 'Ls 1gym, 1"rA►•, fT� I ROCK WRA- ]!k a \ 1 • . OF K6YdRY w j 1.5'I ruG 9 FENCE ENO ERW -�••�yy.R-•-.-"--..L,-..L�. _ M - 0.7'3W OF PROPERtt COR �---�J.-�____�•L �S-`•__• � �T � ._ _ �._ ..-_. F ._._.._.,. p•..._....J.--�� GUY - - - - - - - - POLE K Bs 378#F) STREf'f �� •/YNWi.9.H^ RA Y BRASS CAP IN MON RS /LID DROP (11EG7 DIN 6-2-2D03 (14377 DIN 6-1-200Y T 96N flu n OR V7.E7/ ASPHALT Ln'p'W • `��S 'lie. PLSE CATCH BASIN Y3[ ,Ti LIRE 1 FYk99.14 T EMIT E5496.60 � f i' pP IF.49SF b VA V35qunm BI' ELBOW-496.3/ !� F4. BA9N � � I IS, E EX.f oTIPJs TO 9E RF3ICNQV ;� ffSAWCUT a ASPHALT �I LU J 4i i� Jz L W'7. GRAVEL DRIVEWAY SAWCUI IX ASPHALT OW.) O7 EXISTING BUILDING TO BE DEMOLISHED. O2 EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED. Q EXISTING CURB/EDGE OF PAVEMENT TO BE DEMOLISHED. ® EXISTING CHAIN LINK FENCE TO BE DEMOLISHED. OS EXISTING MISC. TO BE DEMOLISHED. © EXISTING PLAYGROUND EQUIPMENT TO BE DEMOLISHED, 0 EXISTING SIGNS TO BE RELOCATED/REMOVED. OB EXISTING PAINTED CHANNELIZATION TO BE REMOVED. 9O EXISTING POWER EQUIPMENT TO BE RELOCATED. 10 EXISTING PLANTER TO BE DEMOLISHED. 11 EXISTING TREES TO BE REMOVED. 1© EXISTING LOT LIGHT TO BE REMOVED. 1© EXISTING WATER MANHOLE TO BE REMOVED. 14 EXISTING TRASH ENCLOSURE TO BE DEMOLISHED. 15 EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED. T.E.S.C. LEGEND DESCRIPTION LIMPS OF CLEARING--�`-�`�� SILT FENCE • • - TEMPORARY CONSTRUUCTION ENTRANCE CATCH BASIN PROTECTION HAY BALES CUT - 1800 CY FLL 20M CYL PERMIT • C" OF FEDERAL WAY CALL BEFORE YOU DIG:I APPRare RY. 1-800-424-5555 _ 10 0 a D U5 O a: w O m z m J Z Q Q FU 3 Z Q z w o E w I LWL O Q w �p O Q Go U U w W CO c w Q�co W m co O kk tL PRELIMINARY SITE PLAN KOREAN-AMERICAN CALVARY BAPTIST CHURCH SE 1/4 NW 1/4 SECTION 32, TWP. 21 N, RGE. 04 E., W.M. 2 U t5 O z ff I- m Z w c=n c > 3 a�aa z U 3 — J U w Q w � z a w O S3 �S a z acr 0to c�V3 Q c z a ^ w w m co O Y s $ B B 111 0 0 'SWAY VI - � N — a � M N N pSS Z Q ZU r 3 N N i Z H " N W Yvv VE a n 0 J� E by cay OF FED AL WAY i Q F �I BEFORE YOU DIG APPROVED BY: FCALL DATE a i UI4 00-424-5555 PRELIMINARY GRADING AND STORM DRAINAGE PLAN KOREAN-AMERICAN CALVARY BAPTIST CHURCH _ SE 1/4 NW 1/4 SECTION 32, TWP. 21 N., RGE. 04 E., W.M. U H Z -1 eo s Q ZQ D 20 (� a � m z W fA RDSS 10FOC v Q Q r EFY LIR CCR 0,4E4N CB TYPE 1 RY �, i Bts1i OF PkDPENO MW MR �R CC 3 IE fi' PVC S.Ilta9 1P.Y35 �� I 061f OF PMPERtt COR CB 11PL 1 9A - IE 12 ADS W-46959 C 11 1 �gpy0 19 le ATG E-1 1Y1 3-16'S h 4.70'W J 1 Z � Q J -- T It 12" Abs W*iout GF PROPERTY CO, _ Q m O U � D10 IrteI1 �- • / a c c !Y _ o f9� iG,48' � W 0.1'2NW OF PFOPE�2tt CGR / / / I / lrri $ W W Q f + a IX ) 70 s �' x 4' 1 1as LF 1P PAC a O.]ax Y L W END Fd T T(} edlN J / 1'2 ®d0% OP 5 ON n 1ALL 9>`J PROP k BEM i---/ / TO m ! ypp p� I L� Q z 145 of PkcaEatt ccF ," i� Q TFN1bH F ✓�F' ` • j �/ +{ r� � I � '✓'(rq� O WWE x bi v x 4 BEtP ! ' r ` c•9x1T ml FTiwsS.{s WNLTRATM TRENCHES WITH 12' ' - ,NGe MYiER SIZES r f ~ DIAMETER PERFORATED PIPES, BOTTOM OF TRENCHES EL=470.0 IE=471.50 (12' PIPES) ' ' + / rY '-•u1C r '7 TOP EL=474.0 A L • i C6 Flax, + I ." 5. "� b IX 42 LF 12" V" Yl' CMP ® 0.43% -clop) ! l •..li f ! _ . E P �.I 10 REMAIN i SIGN AFTAEL b-TT'PE-48" • i ]'S[ CF 1YPE 1 RII1=499.14 J 1 r RN- $,QI + 9`�� rr 1 •: Ups IE 12' CMP S=496116 r f IE=471.5 �I,S,E () �' _ - 4 J : 13" On I[-4s� • �,-• }.�. y{` BMOM 12' EIBOW=49637 y V (r 25 LF 12' CPEP 0144% IX. ACCESS DRIVE Z � a TO REMAIN Q Co ANi U (i WH LLI w i a: _ ° d J 4 Q co co DLI DRIVE W •a i l l f r •. H �� .- TO AE F@ZtaVFs Q z 150E l II _ SAWCUT IX. O 50 7'0 �• _ ASPHALT MR) NB Y J+ 14 { I 1 1 ANY CHAIN LINK FENCE THAT WILL REPLACE THE I ` 1 l �` 1 l • r- - REMOVED FENCING IS REQUIRED TO COMPLY WITH FWRC 19.115.090 (2)(F) WHICH STATES; CHAIN I { 1 �� ►. 1 i UNK FENCES VISIBLE FROM PUBUC RIGHT-OF-WAY OR ADJACENT PROPERTIES, AND NOT SCREENED HY I ` 4 'l '.. •.•� ' • - { TYPE, E�IP��I HOWDR-COATED POLES, DARK COLGRC L1 b3 I 1 I 1{i 1 jIw P I ? CAPS AND/OR DAND ECO THEE GRID ) SUCH AS POLE PATTERN FENCE 4 MAW A" D{�"tTE- �6 21EM OBa[7 ' LF 27 WIDE SI I I K P16]if-CY 1ni t1S i atStW , ' i� O RYC O 1'. ,E SOS.BrESS 1— 3 o AREA a LF aG I ) PoC OO ^� Ita:[.X1 IE=502.31 J iI i A ' a TOL GRAVEL DRNEWAY _w 9 H nFila N i i o z 4 I ff /� � a POST x w 1 ill I w -_n_r••"� a M N N s 0 ' ON a0 WSrcS \` Z rntNO 000 rcW JRt`705, SAWCITT IX. ,,., TluvsroRVER I I 'Is 1o]G6' -` DI: CGNC P,:O 3.]0'N k R26W �D `j I ASPHALT (TYP.) W U N m FOii RYCC Ci0Y1 AYS erk%wu 1Y cm rr,,T i 75'M OT pwlD F cm �'Y77'ix 'LS•IQ]pS' I f Y vv 1, Q l 1S •Y- OF PROi'EFtt uNE } W,31`y 4 641 1 0.16'6 ! / TTLLyy � Oy �y 1 OF T,l7PBB1 ; I OF PRpTL47 "+74 k G.SY000' If FENCE CCR 1 '•�,• b o it� y of PRGPmtt MRg}� .... GUY — PGIE — 5. _ _S E Au n I IPEFW • 4 co GROP END 3 ISW6S LAP IN PON LA7. S71037 Myd-7-'JARi T Y7 F f,im oW 4D-1-21W. C" OF FEDERAL WAY CALL BEFORE YOU DIG APPROVED 1-800-424-5555 °A'E PRELIMINARY WATERMAIN EXTENSION PLAN Z KOREAN-AMERICAN CALVARY BAPTIST CHURCH SE 1/4 NW 1/4 SECTION 32, TWP. 21 N., RGE. 04 E., W.M.EL r-4ol = O ZZ�� z w Q V u=i I Z w ♦♦♦�nnn a FRO I` 1-1 Q w � 3 CO ME , u I8N6• ! Q } CUR O.1'3N &VS & &U)F I �, I Q OF gpy�1,g11 URE 01' D"414M On Q FJP B• WATER FOR E d we 5=a9t.28 END Ip 2'35 Z T",-, m B.7'35 fcm FUTURE CONNECTION CB TYPE SWJ IlFW�i-� IE 12• ADS W=19959 '' a &ADM1 IE 12' AOE E=/8.,21 `Ll\ � 316'S k 4,705Y J w } I IE 12' ADS SW=48921 OF PROPERTY CDR r a Q ?A=10.40'B0• O Q FND'LS Isw d / ° mct o r c •� 3t6.N8• g 3 w 0.1'±N'W OF PROPERTY COR F % , f _� �• - � I •�F Y J w a� END / �A,`f . I , ,I / r� w y= '� V SIGN U a 2.1"w ±S OFDPO&Nf f / Y+ . I ZLL 21'35 OF PROPERTY IT CDR / 11s• � / / _ � r - {L I TE "m_ •.-�, ewadl n9lro AbAA91] � � � s:] w 3c � � "'`'" LURac saawc Fr -spy o H rr 1PORd r WATER SERVICE TO J/ aoro /) • i fps yy� f RECO NCIµED TO R —vlaR1 1 ! � ! � ~• � � Pnl �'1 ' p I V •�'/ LL p(o 1 J J f f + % :. • 15 WDE rx TYPE , PoIA=45' 14 Q rGo • •^Z ,, • — WATER E/sE]FExTI _ the E t2' CMP S=49666 w Lf� •: '.r' • �.. E----- •• �F burr* t NENE=/9 fl` w Ix WOWS TO BE NOM U Q ECifn TO REre YwK Z En ALL EXISTING CONNECTION AND S TO Q = Q 1 1 s ku WIDE EXISTING 8• WATER MAIN SHALL BE FECONNECTM TO NEW W WATER MAIN. Q EASE]AENT w F•' C,4 Jw - 1 aco ZO ca WATER MAIN O he IyTj'I y} 1 V ` TO BE UPGRADED TO B• 'i I` i ` 1 1 1 l Y4 y •♦ r1 _". �4 .. ,'^L' DI WATER MN. kk ! _. �- Cava - I I wA ! ! t 1 I] I �s loan" u grx(Tlva � k I LP ANI'fAtf CIO I 11 j l ! J 11 1 DI WATER TOx TO PROPERTY LINE _I TL ' M GRAVEL DRIVEWAY o 1s C , FENCE 67'3E r PROPERTY uNE I 0 s7 do 0 11gA4(1AFR r I� I+ a.EExPR/cnr 13 Tn v) z z N K 11 1 ].70,X R4 li w l FENCE CORNER IK MlolpF/ CDR I L 35'N OF PROPERTY II' OR OC SAUF>•7 •is lamr I L Y v� U N )� 1A04[/ ,]r 1 ii 1 CE YR'p[I{IY OA` k Q'.i 11 {„..,y�T, Qy TEL OF PROPERTY T g w 'J'-•'• , ROCKFkl- r FENCE LOR� Ss11'34'�B'r 1 , r 3'tw OF �88 FENCE END a4'3N •-� _ _ r _ . 0,7'3N' OF PROPERTY CDR �_- _ ""' "• "• 1. '.F y- •• ' J� tl a GRY AvnlaE ./PILNYN1� SC sVO a�- T ._..-. ._ .• _-- .~- CRP B• WATER FOR DEF T -A END 3" Btia S CAP IN MUN FUTURE CONNECTION (11037 OYI 6-2-2003) 111 377 OW 6-1-2009) r i zT N CTiY OF FEDERAL WAY o e—sue CALL BEFORE YOU DIG APPROVED BY., DATE: 1-800-424-5555 r U e NoTrg 1. All construction shall be in accordance with the Federal Way Revised Code (FVVII applicable ordinances, and the City Council conditdns of proyeel approval. These donmcal sal: willac enfird by the Smndud Spodflestb s for Rw4. Ill ridge, and hlmdcipfl CAnalnledOn (WSDOTYAPWA), the Kiog CM61Y Rotld SlOduds fKC9t5). sat the KHns County 5urfocc Wmet Desist Manual (KC5WDM ). II shot be the sole Nsixtusibi!ttyof the oppl W mad the Profcasinrwl F.ntlaerr to eratngd my rrnx, mnissiaa. Or -ateoh from Ibn tbovc requUranenes found !n These plans, All corrections shall be at no additional cost orliability to the City ofFedeml Way. 2 The "go elements within these Pinny his" been reviewed accordng to the Faknid Way Fnginocrin5 Review C2 eokIkL Some elemems may have bona orottooked or missed by the City Engis Bring Plan Reviewer- Any variance from adllwd standards is not allowed unless specifically approved by the City of Federal Way, prior to con M.", 3. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (i,e, domestic water conveyance, sewer conveyance, gas, electricity, etc.) 4. Before any construction or development activity, a Preconslmmion Meeting most be held between the City of Federal Way, the applicant. and the applicant's commuction representative. 5. Asigned copy or these approved plans must be on thejob site whenever construction is in progress. 6. Construction noise and activity (on private property) shall be limited as per FWRC (Section 19.105.040); normally this is 7:00 a.m. to 8-00 p.m., Monday through Friday, and 9:00 a.m. to 8:00 p.m on Saturdays. 7. Construction activity within City Rightsof-Way shall be limited to the hours of 8:30 AM to 3:00 PM. 8. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the mad rightof-way. 9. Franchised utilities ofodcr installations that are not shown on these approved plans shall not be constructed unless n approved set of plans that meet all Cily requirements and the requirements of KCRS Chapter 8 are submitted to the City of Federal Way at least three days prior to construction. 10. Vertical datum shall be KCAS or NOVD-29. all, am waicr system consuuetion shall be within a rigb"F-way or apirm" c• drainage casemcrI but not udoWsth the roadway wiron. All Cru md"Ler Aymern= must be eonumcted in Aceofthurce with the WSDOTIAPWA Standard Specifications. 12. All utility [reaches in the rightof-way shall be backfilled 518" crushed rock and compacted to 95% density. When trench width is 18 inches or less, and is within the traveled way, trench win be backfilled with control density Fill (selfcompacled Towable fill) as defined by Washington Aggregates and Concrete Associ tiom The aggregate will be 3/8-inch minus 13• All roadway subgrade shall be backfilled and compacted to 95% density in atlganfince with WSDOT 2-063. 14. Open tuning of existing roadways is not allowed unless specifically approved by the Public Works Director and noted on these approved plans. Any open cut shall be restored in accordance with KCRS 8-03(b) 3- 15. 11. eota •Tor stall be sespooaibk for providing tdegat rafegta rb, safely derioes, pnuecri+n tqulpoltrmt, gaggna, and any otbcr ao,&d an iota m frmnn life. beolb. and safely of ins pwblk, and In. procea popery to corwectfoa with the pof a of work coveted by the cantraela- Any wotk• IAitldo the trivckd Hgbtcf--.ray thx any vnrrmp os.mnl troffx Tar 4MU requkrc 4< Wit one Nagger reach Ise of uI affaYcd- All sxiians Of Js WS17075ranotud SpeaifraUmc 1.OT.i3.7ru[Tc@m-1. shill All 16• Contractor shall provide and install all regulatory and warning signs per the latest edition of Manual on Uniform Traffic Control Devices (MDTCD). 17. All utilities shall be adjusted to foal grade after paving asphalt wearing course. 1S. Rockeries are considered tobe a method ofbank stabilization and erosion only. Rockeries shall not be construcled to Atve x IcvakaNB wa1LL A!l modmario Judi toe ,mwY d in aeeurdance with C W Drnwiag Nul 3-n.3 23. Raekmics ;,ray not cscred six feet is height fee cut dims es four frtt in hclghl Far Fill ucnrxrs vu[cu dedped try alic"ItakAl or suntrurai _Itgo r LccnR4 in Are sure or Wnldogiea O T4 CHIT'\ 'S 1. Proof of lability insurance shall be mbrumal to the City prior to, or al, the Preconshuction Meeting. 2 All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDCT Specifications. This shall include leveling and compacting the trench bottom , the lop of foundation material, and required pipe bedding, to a unifomn grade so that the entire pipe is supported by a uniformly dense unyielding base. 3. All pipe in III RUW that is n ezeeia Of IS" in dLffime mull be plum ar njufmced concrete Addnronaily, if rory than JOB' of aracolieI pipe is imanUad the II mum be •i&ccd to•aify the iniry •ly ofdte eorryrkled syNetn The contractor shall provide a copy of the video to the City. 4. Srorrn inlb a'}Ats Wo public. dgbl of Troy Irhall haw a ffiaimnn dismoter o112" (8^ diameter JwH lc hn w pipe uy xrm be plt10d WMerl. Woods kE&LhM 66fNt 10I eely to dvad utility cooTbl n rued "Ill v valiant a•. approved by the Public WorksDepartmnq- 5. Steel pipe shall be galvanised and have Asphalt Treatment 411 or better inside end outside 6. All dnbngc sut utet, auchasc=bbaslns and mnMulcr, not ILCW rtimhin a traveled rmiway or sidewalk shag hme solid taking lids. AB dralnagr surwturcc assotWO with a pemuacm errcnrioydnentioo fatuity shall have solid locking lids. 7. All driveway nrivenh famed within the rl);hkbf •ay shall be of tuff,iel Iwgt4 to provide amia®um 3:1 slope From the edge of the driveway m the bottom of the ditch. CLlwttr• shall have buried cad rC Li.- mruatth the side slopes S. Rock for erosion protectikm of ditches, channels and swales, where required, most be of sound quarry rocky placed to a depth of" fool and most meet the following specifications: 4"-8" rodd,10%-70% passing; 2"4" rock8O0 - 40%passing; and -2" rock/1 0%-20% passing- Installation shall be in accordance with KCRS, or as amended by the approved Plana Recycled asphalt or concrete rubble shall not be used 9. Lots not approved for infiltration shall be provided with drainage outlets (st bouts), Stub-oms shall conform to the following: A. Each oulet shall be suitably located at the lowest elevation on the 14 so as to service all future roof downspouts, and fnotiug daps, driveways, y4W drains, and any Other adlea a su6rmfata drain. necevfl[y to rendcrtho loss meaMo for theirintended urn. Each outkr Judi Inn fns•lorin¢ pasilva drnthage In lw approved sto[mwater conveyance system a to an approved outfall location. B. Outlets m each lot shall be located with a five-fom high, 2 x 4 stake marked "Storm". The stuboul shall extend above surface level, be visible and be secured to the stake. C Pipe material shall conform In mderdnin sprcif adoas described in the KCRS and, if non-metallic, the pipe shall contain wire or Od--Tcobk dc"um, D. Drainage easmuenls are required for drainage systetas designed to convey lows lbrough individual lots E. The applicant/contractor is responsible for coordinating the locations of all stub -out conveyance Imes with respect to the utilities (i.e- power, gas, telephone, television). F. All individual stubouts shall be privately owned and maintained by the la hmeowner- NOTES AND DETAILS KOREAN-AMERICAN CALVARY BAPTIST CHURCH SE 1/4 NW 1/4 SECTION 32, TV/P. 21 N., RGE. 04 E., W.M. MA NOTE: CONTRACTOR SHALL EXCAVATE UNDER SUPERVISION OF GEOTECHNICAL ENGINEER THROMH THE UPPER 9' TO GFI*M THAN 14' OF GLACIAL DLL -LIKE SOILS AND EXPOSE THE OUT WASH To BWM. IN THE NORTH END OF THE INFILTRATION FACILITY EXCWnON DEPTHS OF W-12' SHOULD BE EXPI)= TO EXPOSE WE OUT WASH SODS. AS THE EXCEPTFT AVATLON MOVES SOUTH, THE utiwATKHF DWILL BE GREATER THAN 14'. THE AT THE BOTTOM OF THE TRENCH CAN BE RESTORED USING A 3/4' CLEM DTLIJN ROCK TF9d WILL MIDRWUICALLY CONNECT THE BOTTOM OF THE INFILTRATION TRENCH 10 THE WIAM RECEPTOR SOILS. TYPICAL INFILTRATION TRENCH CROSS SECTION NOT TO SCALE NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS- 2. IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY 5PALLS MUST BE ADDED. 3 THE CONSTRUCTION APPRO MUST BE LOCATED AT THE PERMANENT APPROACH LO( TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 2- COMPACTED DEPTH - CLASS 'B' AC. PAVEMENT 4- COMPACTED DEPTH CRi-51410 ROCK BASE COURSE 12' SUBGROE COMPACTED TO TYPICAL PAVING SECTION IC ALL ON TOP )0 2'x4' WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2'x2'x14 GA WIRE FABRIC OR EQUIV. PROVIDE .75' - 1.5' .70�00 WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 36' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2'x2'xl4 GA. WIRE-} FABRIC OR EQUN. 5 6 MAX I I L�1OR EQUAL AVER"' WOOD T£�+x'1EEL FENCE POSTS u FILTER FABRIC FENCE DETAIL NOT TO SCALE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE � pro g ASPHALT EXTRUDED CONCRETE CURB DETAIL (ALTERNATIVE 3- ATE) W/2- CLASS 'B' AG PAVEMENT) NOT TO SCALE NOT TO SCALE OF FEDERAL WAY CALL BEFORE YOU DIG I PROVED BY: 1-800-424-5555 DATE A LL If i '46 S 376TH ST 0SITE PLAN A 1 SCALE: 1'=40'-0" 15 6.48 (Oil 1 fl cum } lF 1 I I I II. IILA1� �1 PEDESTRIAN ACCESS STAMPED CONCRETE y � I I I t / I 1 ` ISSUED I PROJECT IDENTIFICATION DATE: PROCESS N LAND USE APPLICABLE CODES ��2pHHpyy9ETTF��EppE{ STATE AYEFIOMCHI 10, 2012 OCTCDX `i • 009#ErTERtIA�NNC�/ MfkW9ry1LL00E 2009 CCfONfl �fA1uR[EYEp4W.R COOS am , 009 i1LAFORt1 PLUNBVTG PLUME41Mr CODE 2009P. ti \ ELEC1RIPiLL CODE M NATIONAL EIECHWAL CODE ACCE55101fiY CODE 2009 INIVRNATIONW. aX5 COOS, 3CC A117, 1-2003 PANT YM9H003 P10 0263150 'ftE: • 3, SF G• 5� S(F� S�PPORRTTS COURT �! TI � 4 y7�` E4� At NEW CISU Y0,277yyppEES . (E)BYOUTH CENTER 4,B12 SF R l� PROPOSED OCCUPANCY TYPEU D Ll7AD5: ��, F300IRE UC ICNSK (EATS) OCCUPANCY CROUP A-3 CRURCN Pa"AS MIXED OCCUPANCIES (500,3) BUUXNG'IPILL BE PERMITTED !Y.INSEPARATED USES (50B.32) BELONG REGTIS AND A11FA5 HEIGHTS AND AREAS FOR USE A-3) rWABLE IEIpOIGHT NOOiCrUiOAULXW (5W71 TOTAL ALL01W1W HIXHT 2 STORIES 60' 1 STORES 36'-0' AUOWAOLE BIAOi1G AKk PER FLOOR (TABLE 503) 1.D00 SF PFRAUIOWTIC SPRINKLER (5D42) 18,ON SF PER FLOOR (30OR) TOTAL ALLDWABLE AREA 24,000 SF PER FLOOR AREA PROVOED 20,000 SF SCALC: 1-=40' 0' 0 20' 40' 9D' LOP 32..5(11.SR) N I F �22EE711, 1 SSF ff,t SF 14 177 SF (51SR) Ylaas: CSFF SF TOTAL PROV18ED �K&L! 5 N S,TE �S TOTAL �D PARKING. ST�__705 SrAg HT A ��OxEtrn�EOv HE ALLOWED: 30 FET, NOT TO EXCEED 55 FT TOP OF ROOF RIRO,&N• 45 AI GK�RADE ULAT�ryp M OF EGRESS FOR AI 3•pyCEL U LOA� IBC SECTION 1015.1 TABLE 1015.1) EEE 250AFEET WDH SSFIRE SPRINKLER SYSTEM DEAD END CORRIDOR: 20 FEET EXISI N4T AT AND EXIT DOORS W/ EMERGENCY BATTERY BACKUP EMERGENCY UGFiTING- 90 MIN BATTERY OPERATED EMERGENCY LIGHTING AND 1 FOOT CANDLE p A AT WALKING SURFACE LEVEL n E S U B M T17E D MAII 15 PLUBN07G FIXTURE PER IBC V/ulE 29°21 �'4a ! _ F 1 lll��� 666.../// MALT: ,50 OCC / 150 = , WC, , uV FEMALE: 150 OCC/ 75 = 3 WC. 1 uV PLUMBMG NXNRE PROVIDED a muua \ [AV rrUAIF- 5 WC. 4 IAV OC T L�L y 20112 NEW BUILDING INSULATION - U AND R VALUES (PRESCRIPTNE) GABLE ROOF: R-30 (U=0.036) OPAQUE WALLS: R-19 (U=0.062) CITY OF FEDERAL WAY SLAB ON GRADAXIE MAD u=E: R-10 SL(M•0,51) CDS VERT I 1/Y Ra ARWK LOW-e, FM WITH U=O55, SHGC=OA5 OVERAEAO GIAM 1/2' INCH ARGON, LOW-t. FIXED WITH U=0.70, SHGC=Q45 PER WSEC 2006 TAM 13-1 FOR CLIMATE ZONE 1 PROJECT DIRECTORY LEGAL DESCRIPTION OWNER: HURCR 322104 91 Beg Se Car Of S 1/2 Of Se 1/4 Of Nix 1/4 Th W AIg S Ln Of Sub 555.5 Ft Th Nely AIg A Fence Ln To Pt On R Ln Of Sub 520 R W Of Ne Car Sd Sub Th E To Sd Ne Cor ,h S To Beg Less Beg Al Se IF: WA Cor Of Se 1/4 Of Nw 1/4 Th W On S Ln Of Subd 265 Ft To Tpob Th , _1 Conlg W 150 Ft Th N Plw E Ln 270 FL Th E 150 Ft Th S 270 F1 To ARCHITECT: NHT KIM T,� 41 a:� WAY Tpob Less Co Rds - Portion Taxable Beg Se Cor Of S 1/2 Of Se 1/4 Of Nw 1/4 Th W Alg S Ln Sub 555-5 Fl Th Ney Ng A Fence Ln To Pt On N Ln Of Sub 520 Ft W Of Ht Cor Sd Sub Th Elo Sd Ne Cor Th WA fi- g 17 S To Beg Less Beg Al Se Cor Of Se 1/4 Of Nw 1/4 Th W On 5 Ln Of Subd 265 Ft To Tpob Th Conlg W 150 Ft Th 4PIw E Ln 270 R Th E COIL ENGINEER: I 5 ¢ OH�ULTWG ENfAF1EER5 150 Ft Th S 270 Ft To Tpob Less Co Rds - Portion Exempt VICINITY MAP LANDSCAPE ARCHITECT: ESCAPE ARCH RIT-Mm 609 SEPTIC DESIGNER: �F�"03aMR1NG afff000�333 ' j I _ PROJECT j '�• LOCATION J j STRUCTURAL ENGINEER: •�- SITE PLAN SCOPE OF WORK- ! FILE 21101 NEW 20,276 SF CHURCH, 7,980 SF COVERED SPORTS NEW 120 PARKING STALLS � _ O 1 /-� I COURT AND i � I ._ . 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POLE RATED FOR 100 MPH WINDS (WITH 13 GUST FACTOR) 3. INSTALL DRY -PACK CONCRETE BETWEEN POLE MOUNTING FLANGE AND CONCRETE FOUNDATION TACK WELD ATTACHMENT NUTS PROVIDE AND INSTALL MATCHING BASE BOLT COVER 4. STEEL REINFORCED CONCRETE POLE BASE. BASE CONSTRUCTION DETAILS PROVIDED BY STRUCTURAL ENGINEER 5. ALL POLE BASES SHALL BE LOCATED TWO FEET BACK FROM THE FACE OF CURB 6. UNDERGROUND ELECTRICAL LIGHTING SYSTEM CONDUITS AND WIRING SHALL BE MIN 24' BELOW FINISHED GRADE. 7. 15'- J4 BASE SOL CU COILED IN BOTTOM OF FOUNDATION HOLE FOR LIGHTING GROUND EXTEND LIGHTING GROUND CONDUCTOR UP ALONG (INSIDE) EDGE OF FOUNDATION AND BOND TO POLE SHAFT GENEARAL NOTE THIS PHOTOMETRIC PLAN WAS CALCULATED. USING LDHONIA'S VISUAL PROFESSIONAL SOFTWARE V2.2 AND THE SPECIFIED LIGHTING MANUFACTURER'S PUBLISHED IES' FILES. ACTUAL MEASURED LIGHTING LEVELS MAY VARY SLIGHTLY. NUMERIC VALUES SHOWN ARE AVERAGE MAINTAINED FOOT CANDLES. ISSUED DATE: PROCESS N LAND USE OCT 10, 2012 PHOTOMETRIC LIGHTING PLAN Elf 2t101 A-0.12 FIRST FLOOR PLAN A SCALE 3/32'-I' iryE �,pye E 55pp 555�EEE'llyll� NRERTX5 OS•6OI�F E QpUI RE M E N TS: pC ORR RI Vo��a�SjAX HuIlaOHi ,"Im. 73 G' WALLBOARD DD��, +, F1l5T TN RR55 � SCREW SN65 9Xi�_ON Ct , OVER 1%2$CGYP MpFHL[LF� �YO�tryyp{p4f i1(T SF�FFgAAyR�SfgC �tXa ps 5��p RIB �pp�1 VFPOR 3. F&OtRiER 9YER 5/8" GYP�INALLBOIIRO 5s 5C EW LANEpRpWITH W. OF aE TR YU k�R �D CR 1L5�5 LIN 1)S 4-0 11141 EU5i5F� F yP kiHJ�g4. MINIMUM AHO 2 5 58 DWtETER MAXIMUM. RE RN HARDRAR TO MEAEL POST OR WALL. �r [ Tip E LgI�IIYN�Op%EOPEH NATE{�LPEE%� EKFFABSHtliGSDUKI[Fr U SiRfE50FOF6A WIDE DSpE�yIN1E RF[ IH NWFQ{0WLD 54H ATI HTGR OyfaL��pL'{XBE OWG RpPAPERHxORpI�VE KE SHfEf TINIRSS LEHp(1Xwil g1 LINS At T H YIETAL FIAFT WG W;t SO OEGREED ENOS OVER iOP'OF Af>L DCOA DPF( W L PREFF R�ITIE�Dy FIREPLACE SHOULD COMBBE U 11 LpE FR Y3R GN FIREBOX OF 'i41�i5 5 pTP011TEOF D WOOD O CONCRETE PRESERVATIVE MASOONRYI WALLS. EXTREMITIES OF ISSUED DATE: PROCESS IV LANDUSE DEC 5. 2011 U z � Q U U o 00 Lj rn Q z Q 00 Q m � J r; of M W Q ? � Q U FIRST FLOOR PLAN FILE 21101 A-1.1 1z.z� fLl ROOF PLAN A 1 Ste: 1'-3/32-0' IT ARCHITECTURAL REQUIREMENTS: � P��AHEELFm WALL DYE��R IiIpp]I $lljpllx$ CAOjCS Ll1�f�10> OVER AN DHM O ST-1 PAP HSTY 41TiT PSgRUeTFI STEN11 V R BARRIER OVER 1�2 9�32 G7'P NALLBOFRD JXP[ROY[IcH�S2I�2I�RI�2EN AlTHxRFSEON CENR�GYP C�WLL ASSEMBLE 9CfY PAERrRnDtSAPH%TES5�3ROW R�pO 10� LSi�RtI�LIU�yRAL V FOEt RIiRHROO❑ER 38'A CTPO MALLBOARD 1VR�SCiiEW9FASTENEflSOH RUN ANNR✓0134 IN, i 384 A "HHA�yAA,IE BESAfL 0�R6 YL�EUEAWH RD � MINIMu�D �UOlUlT�IRDD £TERR UAXIu0U4OOR�148RE611 TO POST TO KEN[! gPPOOS�iT ON WACL. Off�f,'B ( pp�Ng u ��p Win �DWO85PEgWA00NEpSIwRVE uET[fRIBLE Fl:AgEHIH5�0 E001pn Y1H [%i'OFER�R3QE 5555 F�R8EF iHEF74,A�C! SH iHSOAG pER Rp01ElOING PAPHFy(R RNp YE9 SHEET gg E�HppF[[ �HeIST LLLLw L KOR` YPoiHR I'Lll"9D DEGREE ENDS OYEFIOP OF A W0104N OPEMIRC. PR DFREOCp5A TE 76[FY FIREBOX OFPFABRGFIEPIACAND 01G. BBPEAMSLI AT.? OF WOOD O CONCRETE RORT��EOT WALLS EXTREMITIES OF ISSUED DATE: PROCESS N WIDUSE DEC 5. 2011 V Z U z � Q s U U o _ �00 rn Q F- 00 Lo z Q W QLE j J Q U ROOF RAW =;PLE071 ISSUED DATE: PROCESS N IANDUSE DEC 5. 2011 Kl� KOREAN AMERICAN CALVARY BAPTIST CHURCH ` - ■"'• =>� n N � p 37515 8TH AVE S FEDERAL WAY, VUk 98003 � � � it ■,.K� y • 11•V� i DESIGN BRIEF: `+►; OWED. NORTHWEST STYLE, RESIDENTIAL SCALE CHURCH: SIMPLE IN DESIGN, DEVOID ; � r } �w �,,,,,, OF EXCESSIVE EXTERIOR DETAILS AND CONSTRUCTED OF WOOD. SIMPLE YET ■mma RUGGED, PRODUCING FACADES THAT BLEND IN WELLWITH THE ENVIRONMENT µ �_•• ...� ■ Y AND NEIGHBORHOOD_ THE ROOF IS MEDIUM PITCHED WITH DEEP OVERHANGS BUTTHE LARGE WINDOWS BRING LIGHT INTO THE SPACIOUS INTERIOR. i On „M,, , �• NATURAL MATERIALSARE USED FOR FINISHES, SUCH AS LIMESTONE, HEAVY t .,,,,.,■�- �.>r.r PROJECT TIMBER TO BLEND INTO THE ENVIRONMENT. PROJECT DESCRIPTION: .,�• EXISTING EDUCATIONAL BUILDING (4,374 SF) IS TO BE DEMOLISHED. EXISTING `DOWN :< GYMNASIUM (4,812SF) BECOMES AYOUTH CARE FACILITY. NEW GROUND UP CH URCH (23,000 SF) , COVERED SPORTS COURT (7,980 SF) f «•-� ti AND TOTAL OF 122 PARKING STALLS ARE PROPOSED. VICINITY MAP 11T. rN I..,�� i ■ Mon 4'einw --Mmmo oh7""" 36 01 ABE 11 [ � �11 �� �11 1IL, 1,.-- � � _ ,� �t ��-�+,� �f �i ice■ ���- ■ � ! �1� 11 11 � � � � .. .-5.- ..'r-.fir. } �r I„ „ ���,€ ■i- ■i, ■ ! ELEVATION 7 WEST � 6 1 { ST ELEVATION ISSUED DATE: PROCESS IV IANDUSE DEC 5, 2011 ELEVATIONS FILE 211DI A-2.3 I NORTHABE i AB ■ 1 � s ISSUED DATE: PROCESS N LRNDUSE DEC 5, 2011 Z U z � Q U U o 1n co LLj z Q oo Q m Lo L J � of O M uj o J Q U ORATIONS FILE 21101 A-2.4 STUCCO PAINT I LIMESTONE CLADOM STUCCO PAINT Z STUCC PAINT RIDING SEAM rAL ROOF VISION GLASS INSULATED GLAZING UNIT, CLEAR, LOW E COATING SPANDREL GLASS INSULATED GLAZING UNIT, CLEAR, WARM GRAY F UEDTE: PRDCESS IV IANDUSE DEC 5, 2011 U z � Q = M U U o 00 W F wm Cn a 3: Q � z Q oo Q m ,c, � J n Ly CD�w j o Q cD ANISH DDARD ALE 21101 A-2.6 ISSUED DATE: PROCESS N IANDUSE S V z � Q= U U o vn 00 rn LLj U) cl- Q � z Q oo Q m J O W C LLj n Q U BUILDING SECTION Classic Ribbed mark Benches This classic ribbed park bench was designed for beauty and built for duraWrty. It has solid heavy-duty 1" thick steel plate legs and 1-112" wide steel ribs The highly dufable powder - coated finish will protect even to the harshest climates The bench Is portable but can be mounted to a surface by using Its pre -drilled mounting hates- Ships fully assembled. Click Below for Dimensions Model LB48 I LBT2 Model M72 Color Options **get Day burgurkly DMvn tan aera evergreen gray bke Mid Nm tan VIM post eiltce fog yelfow mina-lex snick wagon trronze green 11 blue 11 •- Easy -to -Use Bicycle Racks The Triton' bicycle racks are truly unique corr>pared tj ofti ,acks w:h Inv anlJ deslg-i and clean flowing Ones. Weided triangle lacking bars and a sleek frame design tint at a new dimension to bicycle parking- Mouirtirig bikes an this rack is a no stainer with the option to mount to eittler side of the triangle_ A combination of style and high security, the Triton' enables each bicycle to be eeciled by frame anc wheel with a single Wock Sped C3tkm_s_— • 2WO.D.SteelT;:Ixng_ • 314" O.D_ Steel Rod. • 37-34'W x 33-7r8-n. • GaHaniaed or Pmdes-Coaled Steel. Matching Prodkacb a-- 617,0" y Vanguard"" Spartan'" Bicycle Racks Bicycle Racks GelvanizedRnlsh The hot dip galvanizing process resuhs in an effective corrosion resistant surface with muli- varied spangle appearance. Model TRI-7-FS-P Ricyde racks can he finished in any of the pow 3er- coated coloLr options shown below or for a more economical option they can be gahranized for a inLael g'e7 aaGeardree. Free5Cdrdiig. in-zj'oilny. and surrace mountfiames are available Awrscr.Coated Color 6puow 6-0 9-0 46 red bevy pNrlot farest iexirrglon blue p•an WWI 0 .0 0 - peen yellow mesa black while tan 10 10 0 40 40 gray silver brume white silver n1•talue metalm T Item Specific Details Available on Linked Model Nuntwrs Below Tweet K +il , Vicobello 3-Tier Fountain 70' tall x 47" diameter (873 Ibs.) in mutiun provi*d by tffns spectacul 5ho wn in the AIITfQUE EIROWE 4 A K Y available fn your ci-toire of ctassit ai llLWA,alirl patinas avafthl[L Proudly m�itructed in the L[SA fm. rn pmrr lncluoes uarlablespaetf. U-L_ tilted, recicc 5-6 feet long and piug� into any standarai ct3fhes out of the back_ of the base of the f cord can be tied w te�ngthgn the rzrd, Pequ4es no plurnbinR. Water red.-cutate: Tht Vkobello 3-T itr Fountai n b M' tall b} Total vre4gnt is an pounds, SperNic assernbly limirhrtions are includei Arrives at your l4catliarr appmx 4 -5 wets 'Y4ur fournitain will arrive smurell.V pack" c lift -WSs 10 PAC y4+rr Fw441li�4 Or-,9444k cant asstst with final plat:eMent or ilwstn 15re a Re3a3KLd_Xhltll 11_Df -the Y1ob1W Winttr ca re lnfbrrrcafion: Protect atl fount sturw, Inc toeing cast: ssorte c&-are-Le. Is s H ainmunt, ar moisture to abso rb Into the vu maisture Hears. It calrr cafe small cTw- t. severe fr"21ng weather, provided it is eo- that tine pump be brought indoors during f Piacement: Always place fowr7tairr, on is sc cruet,ere, patiD. or dolt It the fosntain I= I=hr of te-mi pea gravel of pact ed sand a Term, tour,dation ❑rtet your Virolello 3-Tiet Foiartair ISSUED DATE: PROCESS N IANDUSE DEC 5, 2011 U z � Q = M U U o N 00 W w rn C/-) Q Q � Z Q °o Q m ,� M W j � Q U OUTDOOR FURNITURE FILE 21101 A-5.2