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07-103569
CITY OF �. Federal August 1, 2007 Barbara Napier Abbey Road Group LLC 923 Shaw Road, Suite A Puyallup, WA 98372 F I CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Re: File #07-103569-00-PC, PREAPPLICATION CONFERENCE SUMMARY Lifeway Church, 35615 3rd Avenue SW, Federal Way Dear Ms. Napier: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held July 26, 2007. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire. Some sections of the Federal Way City Code (FWCC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Jim Harris, 253-835-2649, jim.harris@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Development of a 23-acre site with a 58-lot residential subdivision and development of the site with a 110,000 (approximate) square -foot church facility and associated improvements. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. �aitn; 3 ` L: Mr. Napier August 1, 2007 Page 2 • Planning Division A wetland reconnaissance is required for any development on the site. Compliance with applicable wetland regulations contained in the FWCC is required. ■ Public Works Development Services Division 1. Surface water runoff control and water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM), and the City of Federal Way Addendum to the 1998 KCSWDM. 2. Separate detention and water quality facilities shall be provided for the Church development and subdivision. See Department Comments below regarding public (subdivision) and private (church) facility requirements. 3. Preliminary design drawings shall show how each detention/water quality facility will be connected to an acceptable discharge point. 4. The applicant is advised to have the civil engineer review the Discharge Requirements of Core Requirement #1 of the KCSWDM, especially in regard to how the pond at the southwest corner of the plat will discharge off site. Public Works Traffic Division 1. A Transportation Concurrency application is required for each land use application. 2. A trip generation study to determine the number of trips generated by the proposed development is required for the proposed church. Alternatively, the applicant may utilize trip generation data from the CFC project. 3. Construct street improvements and dedicate right-of-way to current standard as shown in Map III of the FWCP. 4. Redesign site plan to meet block perimeter standard of 1,320 feet for non -motorized and 2,640 feet for streets. 5. Extend SW 358`h Street from I" Avenue SW to 3'd Avenue SW and SW 360d' Street along the south property line from the easterly property to 3`d Avenue SW. 6. All internal streets shall be constructed to current city standards. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions please contact the representative listed for that section. PLANNING DIVISION (Jim Harris, 253-835-2649, jim.harris@cityoffederalway.com) The following section pertains to the church portion of the development plan, and except as noted, is not applicable to the residential subdivision, as the subdivision is addressed separately below. Land Use Review Process —The zoning of the subject site is RS 7.2 single-family residential. The RS 7.2 zoning classification permits churches pursuant to FWCC Section 22-635 (enclosed). A Process IV land use approval and SEPA review is required to construct a church. Process IV decisions are issued by the City Hearing Examiner following a public hearing. 07-103569 Doc. 1 D. 41599 Mr. Napier August 1, 2007 Page 3 FWCC Section 22-635 also identifies that if a development agreement is required, the city council's hearing on the development agreement would take the place of the hearing on the Process IV Master Plan approval. Pursuant to FWCC Section 22-635, note 2, the proposed church use and development must be approved as a master plan. The master plan must show the future use of all buildings and areas of the site. Please submit a written description of current and planned future uses of all portions of the site, and all planned activities for all portions of the church site including hours of operation of each use. With the application, the applicant shall provide a written response identifying how the proposed project meets the Process IV Decisional criteria of FWCC Section 22-445 (c)(1 -5). (1) It is consistent with the comprehensive plan; (2) It is consistent with all applicable provisions of this chapter and all other applicable laws; (3) It is consistent with the public health, safety and welfare; (4) The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal; and (5) The proposed access to the subject property is at the optimal location and configuration for access. 2. State Environmental Policy Act (SEPA) — SEPA review is required to construct a building exceeding 4,000 square feet and having parking for more than 20 vehicles. An environmental checklist must be submitted with the application. Please be aware that, as always, the City will evaluate environmental impacts and consider SEPA procedural options ranging from issuance of a determination of nonsignificance to a determination of significance, in which case an Environmental Impact Statement would be required. 3. Boundary Line Adjustment — The subject property is comprised of multiple legal lots. Because church site improvements are proposed across property lines, the property boundaries must be adjusted and/or eliminated through a Boundary Line Adjustment (BLA) to eliminate interior lot lines. A boundary line adjustment must be completed prior to building permit approval. The current application fee for a boundary line adjustment is $1,289.00. 4. Public Notification — Public notice including mailing to adjacent property owners (300-foot radius), publication, and site posting is required. Three sets of mailing envelopes addressed to each property owner within 300 feet of the site are required. Provide a map showing the 300-foot radius, and a list of the property owners within 300 feet. Please refer to the enclosed handout regarding public notice mailings procedures. Application Fees — The project, as proposed, requires the following land use application fees (other fees for building permits and Public Works review and inspection are required): Process IV $3,619.00 SEPA $869.50 Total $4,488.50 *2007 fees. Fee amounts will change after December 31, 2607. 07-103569 Doc 1 D 41599 Mr. Napier August 1, 2007 Page 4 6. Setbacks and Lot Coverage — Pursuant to FWCC Section 22-635, minimum building setbacks for the front, side, and rear are 30 feet. The proposed building location appears to satisfy minimum setback requirements. Setback requirements may be increased based on specific building design and height, refer to FWCC Section 22-635 note 6. Please note that setbacks are determined after any required right-of-way dedications (see Traffic Division comments below). Maximum lot coverage for the proposed use in the RS 7.2 zone is 75 percent. Per FWCC Section 22-635 note 9, parking may not be any closer than 15 feet to any property line. The site plan does not appear to meet the 15-foot parking setback requirement. Height — Pursuant to FWCC Section 22-635, the permitted height allowed is 30 feet above average building elevation. The height of any church building may be increased to 40 feet above average building elevation if the criteria of FWCC Section 22-635(5) are met. The height of a sanctuary may increase to 55 feet if the criteria of FWCC Section 22-635(6) are met. 8. Environmentally Critical Areas (Wetlands) — A wetland reconnaissance is required to be submitted for the site. The wetland reconnaissance shall evaluate the potential presence of wetlands on or within 200 feet of the subject property. If wetlands are found on or adjacent to the subject property, then a wetland delineation report and analysis in compliance with FWCC Section 22-1356 is required to be prepared by a qualified biologist and submitted with the application. The project proponent is also responsible for pre -funding all estimated costs by the City's wetland consultant in reviewing the proponent's wetland delineation and reports. Avoidance of wetland and wetland buffer impacts is the highest priority under the City's adopted code. Any improvements, structures, or land surface modification in a regulated wetland or associated buffer must comply with applicable requirements in FWCC Sections 22-1358 and/or 22-1359. 9. Archeological Analysis — Through the Notice of Land Use Application and SEPA processes, the local native American tribes have been requesting archeological analysis of several recent land use developments in Federal Way. Since the subject property is a large, forested site, in proximity to the Hylebos wetlands and Hylebos creek, we anticipate the tribes will request an archeological reconnaissance of the site. We suggest that you contact the Washington State Office of Archeology and Historic Preservation regarding guidelines for archeological analysis. In order to facilitate review of the land use applications, we encourage you to proactively address this issue at the time of permit application. 10. Significant Trees —Significant trees must be retained pursuant to FWCC Section 22-1568. This requires retention or replacement of a minimum of 25 percent of significant trees on site. See FWCC Section 22-1568 (enclosed). Pursuant to FWCC Section 22-1668(a)(5) all significant trees shall be retained within a 20-foot strip around the perimeter of the site. A significant tree inventory and retention plan in accordance with FWCC Section 22-1568 must be submitted with the land use application. We encourage you to work with an arborist to develop a feasible tree retention and replacement plan. 11. Parking — Pursuant to FWCC Section 22-635, the number of parking stalls is based on a Transportation Management Plan (TMP) that addresses parking demand. Further information 07-103569 Doc. 1 D 41599 Mr. Napier August 1, 2007 Page 5 regarding the quantity of parking stalls cannot be determined until review of a TMP. Please indicate how parking requirements will be satisfied. The proposed sanctuary building is currently planned to seat approximately 1,752 persons per the International Building Code. The parking analysis must include an analysis of all existing and all proposed uses of all buildings on the subject property, existing and proposed floor areas, and existing and proposed activities on the site. Per FWCC Section 22-635 note 9, parking may not be any closer than 15 feet to any property line. It appears that the parking adjacent to 3560' and ls` Avenue South may be proposed within the 15-foot parking setback. Standard size parking stalls are 8.5 feet by 18 feet, with a 25.5-foot-wide two-way drive aisle. Compact stall spaces are 8 feet by 15 feet. Up to 25 percent of parking stalls may be compact size. A parking lot dimensional chart is enclosed. 12. Perimeter Landscaping — Perimeter landscaping for a church is required to be a minimum width of 10 feet of Type III landscaping (FWCC Section 22-1566(b)). Therefore, Type III landscaping 10 feet in width shall be installed around the perimeter of the site. Additionally, parking areas located adjacent to right-of-ways shall install landscaping pursuant to the requirements of FWCC Section 22-1567(e) by incorporating berms and/or additional shrub plantings. 13. Interior Parking Lot Landscaping — Twenty-two square feet of interior lot landscaping, per parking space, must be provided in accordance with FWCC Section 22-1567(b)(1), "Parking Lot Landscaping." Type IV parking lot landscaping is required to be installed at the ends of all rows of parking and disbursed throughout the interior parking area and at least every 10 parking stalls (FWCC Section 22-1638(a)(7). The site plan must list the specific size of each landscape island proposed for interior parking lot landscaping in order to verify the required square footage is provided. Landscape islands must be a minimum width of six feet between stalls and at the ends of all rows. Lighting fixtures shall not replace any required interior parking lot landscaping. 14. Landscape Modifications — Modifications to the required landscape standards may be submitted as outlined in FWCC Section 22-1570. Landscape modifications are reviewed and decided upon in conjunction with the land use review decision. A request for a landscape modification must include a written narrative of how the proposal meets the modification criteria and the submittal provisions highlighted in FWCC Section 22-1570(h). 15. Community Design Guidelines —The subject proposal must comply with the Community Design Guidelines contained in the FWCC. This correspondence highlights some of the primary applicable design guidelines for the project, but does not necessarily identify all applicable design requirements. The enclosed guidelines must be reviewed when developing plans for submittal. Due to the preliminary and conceptual nature of the site plan, staff has not conducted a review of the plans for compliance with the Community Design Guidelines. I suggest a separate meeting be scheduled to discuss design requirements upon further development of the plans for the church. Institutional Uses — Institutional uses, including churches, are subject to FWCC Sections 22-1634, 22-1635, 22-1636, and 22-1638(a)(1-5) and (7-9) and 22-1639. 07-103569 Doc I D. 41599 Mr. Napier August ], 2007 Page 6 The following section highlights some of the key design guideline provisions applicable to a church in a residential zone. This is not a complete list of applicable requirements, rather only some of the key design provisions. FWCC Section 22-1634(d) states that primary entrances to buildings shall be clearly visible or recognizable from the right-of-way and that pedestrian walkways from the right-of-way to building entrances should be delineated with separate paved routes. FWCC Section 22-1638(a)(2) states that entrance facades shall front on, face, or be clearly recognizable from the right-of-way and should incorporate windows and other methods of articulation. FWCC 22-1639(3) — Building facades that exceed 120 feet in length and are visible from an adjacent residential zone, right-of-way or public park or recreation area shall incorporate a 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. FWCC 22-1639(4) — Roof design shall utilize forms and materials that avoid the general appearance of a "flat" roof. Rooflines with an integral and obvious architectural pitch are an approved method to meet this guideline. Alternative distinctive roof forms such as varied and multiple stepped rooflines, architectural parapets, articulated cornices and fascias, arches, eyebrows, and similar methods will be considered by the Director, provided that the roof design minimizes uninterrupted horizontal planes and results in architectural and visual appeal. FWCC 22-1639(5) — Alternative methods to organize and shape the structural elements of a building and provide facade treatment pursuant to FWCC 22-1635(b) and/or subsection (a)(3) of this section will be considered by the Director as part of an overall design that addresses the following criteria: a. Facade design incorporates at least two of the.options listed at FWCC 22-1635(b); b. The location and dimensions of structural modulations are proportionate to the height and length of the subject facade, using FWCC 22-1635(b) and subsection (a)(3) of this section as a guideline; c. Facade design incorporates a majority of architectural and accessory design elements listed at FWCC 22-1635(c)(2) and maximizes building and pedestrian orientation pursuant to FWCC 22- 1636; and d. Overall building design utilizes a combination of structural modulation, facade treatment, and roof elements that organize and vary building bulk and scale, add architectural interest, and appeal at a pedestrian scale, and, when viewed from an adjacent residential zone, right-of-way, or other public area, results in a project that meets the intent of these guidelines. FWCC 22-1639(6) — The Director may permit or require modifications to the parking area landscaping standards of FWCC 22-1638(a)(7) for landscape designs that preserve and enhance existing natural features and systems; provided, that the total amount of existing and proposed landscaping within parking area(s) meets the applicable square footage requirement of FWCC Article XVII, Landscaping, and the location and arrangement of such landscaping is approved by the Director. Existing natural features and systems include environmentally sensitive areas, stands of 07-103569 Doc I D. 41599 Mr. Napier August 1, 2007 Page 7 significant trees and native vegetation, natural topography and drainage patterns, wildlife habitat, migration corridors, and connectivity to adjacent habitats. FWCC Section 22-1635(b) — Fagade Modulation and Screening Options— Pursuant to FWCC, all building facades that are both longer than 60 feet and visible from either a right-of-way or residential use or zone shall incorporate at least two of the four following options for modulating and/or screening: FaVade Modulation: A minimum depth of two feet, minimum width of six feet, and maximum width of 60 feet. Alternative methods to shape a building such as angled or curved fagade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is met. • Landscape Screening: Eight -foot -wide Type II landscape screening along the base of the fagade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. • Canopy or Arcade: As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length is 50 percent of the length of the fagade using this option. • 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. Review all of the design guidelines, as the comments above are an overview of some of the major design guideline requirements. Please provide a written narrative in conjunction with the Process IV application identifying how the proposal complies with each of the applicable design guidelines, as outlined in the FWCC and summarized above. In the interest of ensuring expedient project review, please feel free to contact the Community Development Services Department to schedule a preliminary design analysis prior to formal submittal. 16. Crime Prevention Through Environmental Design (CPTED) —Pursuant to FWCC Section 22-1630, CPTED standards will be applied during project review. A CPTED checklist (enclosed) must be completed and submitted with the land use application IV application. The following section pertains to the residential subdivision portion of the development plan, and is not applicable to the proposed church, as the church component is addressed separately above. a) Zoning and Comprehensive Plan Designations — The site is zoned RS 7.2. The minimum lot size for each lot is 7,200 square feet. The comprehensive plan designation is high -density single-family. b) Preliminary Plat Review — Under the Federal Way Subdivision Code, FWCC Chapter 20, preliminary plats are subject to City Council approval following a public hearing and recommendation from the Federal Way Hearing Examiner. The preliminary plat is also subject to environmental review under the State Environmental Policy Act (SEPA) prior to the Hearing 07-103569 Doc 1 D 41599 Mr. Napier August 1, 2007 Page 8 Examiner review. The current preliminary plat application fee is $7065.50 plus $72.50 per acre. The SEPA checklist application fee is $869.50. The application must be prepared in accordance with the submittal requirements listed in the subdivision code and the enclosed information bulletin. Separate fees are required for Public Works engineering review and inspection. With the application, provide three sets of stamped, addressed envelopes for property owners within 300 feet of the subject site. Include the City of Federal Way return address (PO Box 9718) on all envelopes. For our records, provide a list of the property owners within 300 feet of the subject site and provide a corresponding parcel map showing the 300-foot radius from the subject site. A handout for procedures for obtaining mailing labels is enclosed. c) Open Space Requirements — Pursuant to FWCC Section 20-155(b), a subdivision must provide open space in the amount of 15 percent of the gross land area of the subdivision site. A fee -in -lieu payment may be made to satisfy open space requirements at the discretion of the City's Parks Director after consideration of the City's overall park plan, quality, location, and service area of the open space that would otherwise be provided within the project. The fee -in -lieu -of open space shall be calculated on 15 percent of the most recent assessed value of the property (at time of final plat). On -site open space must include a minimum of 10 percent usable area, and must comply with the open space types and quantities specifically described in FWCC Section 20-155(a) and (c). Pursuant to FWCC Section 20-178, subdivision design shall provide a 10-foot-wide Type III landscaping strip along all arterial streets (SW 356"' Street) to shield new residences from arterial streets. Said landscape strips shall be provided in a separate tract to be owned and maintained by the homeowners' association. Usable open space design options, along with provisions for access, improvements, ownership, and maintenance, will be reviewed in conjunction with review of the preliminary plat. Prior to submittal of an application, I suggest you submit to me an open space plan that I can review with the City's Parks Director, and provide you with additional City staff feedback. d) Wetlands — See comments above regarding wetlands. Compliance with critical area code regulations (FWCC Chapter 22, Article XIV, Division 7) is required and may result in less developable land area. e) Significant Trees, Vegetation, and Grading — All existing significant trees and natural vegetation must be retained on the site to be subdivided, except that which will be removed for improvements or grading as shown on approved engineering plans. Clearing and grading of individual future lots is not permitted during construction of the plat infrastructure, except in locations to be determined by the City that present extreme topography or other unusual conditions. A preliminary clearing and grading plan shall be submitted as part of preliminary plat application (FWCC Section 20-179). It is the applicant's responsibility to demonstrate that the. grading limits are the minimum necessary to accommodate infrastructure improvements. Also, note that trees defined as significant by'the FWCC shall be identified and retained or replaced at the rate of at least 25 percent of the significant trees on the site. Removal of significant trees that are located within areas to be developed for rights -of -way or other plat utilities are exempt from the 25 percent retention calculation. The application must include an inventory of significant trees presently on the site and plat design shall accommodate existing significant trees to the maximum extent possible. 07-103569 Doc 1 D 41599 Mr. Napier August 1, 2007 Page 9 A landscape plan prepared by a licensed landscape architect, and consistent with FWCC Section 20- 186, must be submitted with the preliminary plat application. The plan shall identify the following: significant trees to be removed and retained; street trees along the internal plat streets; 10-foot-wide arterial street buffer along SW 356 h Street; and landscaping around all sides of the proposed detention pond (FWCC Section 20-178). f) Storm Drainage — All facilities established for storm drainage purposes shall be installed in separate tract(s) and shall not be part of individual building lots. g) School Mitigation Fees — Payment of a school impact mitigation fee is required for each single- family residence at the time of issuance of individual residential building permits. The current single-family residential mitigation fee is $3,169.00; however, this fee is adjusted annually by Federal Way Public Schools, and adopted by the Federal Way City Council. h) Walking Areas — A copy of the application packet has been forwarded to the Federal Way School District for review of school pedestrian access and circulation. A memo from the school district will be forwarded to you upon receipt. A school access analysis is required in conjunction with the preliminary plat application. i) Existing Improvements — The existing homes and any accessory structures on the subject property must be depicted on the plat map and must meet the minimum FWCC setbacks from new property lines. Specifically, a 20-foot front setback from the new road right-of-way, and five-foot minimum side yard and five-foot minimum rear yard setback must be provided. Alternatively, the existing structures on the site may be removed. j) Health Department Approval — If sanitary sewer is not provided to the site, then King County Health Department approval of any on -site sewage systems is requited for the plat application. k) Final Plat — The City requires a $2,666.50 application fee for final plat. The final plat fee in effect at time of final plat application is required to process the final plat. Substantial completion of the plat infrastructure must occur prior to submittal and processing of the final plat. The City allows bonding of only minor improvements identified in FWCC Section 20-135 in order to process the final plat. FWCC Section 20-136 requires City Council review of the final plat. 1) Timeframes — Under FWCC procedural guidelines, the City will determine if an application is complete within 28 days of submittal, and identify what, if any, additional information is required for the application to be deemed complete. Regulatory reform does not establish timelines for subdivision review, although the City strives to process environmental applications within 90 days of complete application. City review is suspended at any time that the City requests additional information from the applicant. m) Limitations — In accordance with code requirements, the applicant must complete the plat improvements within five years of the preliminary plat approval, or the decision is void. Provisions for extension of these timeframes are set forth in code. The following section identifies potential procedural aspects of the proposed action that may potentially be combined for both the church and residential subdivision development. The City may consider 07-103569 Doc ID 41599 Mr. Napier August 1, 2007 Page 10 combining certain technical or procedural reviews of the proposal, dependent upon the timing of the development. SEPA review for both of the different uses may be consolidated into a single environmental review, or the project may have a phased SEPA review as allowed by the state SEPA rules. A traffic impact analysis for both uses may be permitted in conjunction with the SEPA review. The wetland reconnaissance and archeological analysis' discussed above may be consolidated for the subject property. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM), and the City of Federal Way Addendum to the 1998 KCSWDM. This project meets the requirements for a Full Drainage Review. The project lies within a Level 1 flow control area, thus the applicant must design the flow control facility to meet this performance criteria. The project also lies within a Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Basic Water Quality Menu. 2. At the time of land use site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1 " = 100, five-foot contour planimetric maps that may be used for basin analysis. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Detention and water quality treatment facilities for subdivisions are required to be above ground (i.e. an open pond), within a separate storm drainage tract, and dedicated to the City for future maintenance. Detention and water quality facilities may be within the same tract. Detention and water quality facilities for the church portion of the development must be above ground (i.e. open pond). Private underground facilities for the church are allowed only with approval from the City of Federal Way Stormwater Management Division. 6. Show the proposed location and dimensions of the detention and water quality facilities (all facilities associated with the subdivision and the church) on the preliminary plans. 7. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at http://www.ecy.wa.gov/programs/sea/pac/index.html, or by calling 360-407-6437.. 07-103569 Doc I D 41599 Mr. Napier August 1, 2007 Page 11 Right -of -Way Improvements 1. See the Traffic Division comments from Sarady Long, Traffic Engineer, for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must have clear title prior to recording. All stormwater treatment and detention requirements outlined above will be applied to new impervious area within the public right-of-way. 4. FWCC Section 16-47 requires that overhead utility lines be relocated underground if over 500 feet, or three spans are affected by a project. This condition may apply along 1" Avenue South, if the existing utility poles interfere with the location of street frontage improvements. FWCC Section 22-1543 requires that driveways serving residential uses may not be located closer than 25 feet to any street intersection. Lots and intersections within new subdivisions or short plats must be designed to meet this standard. Building Permit (Church) and Engineering (EN) Approval (Subdivision) Issues Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City. Engineering review fees are $753.00 for the first 12 hours of review, and $63 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. Engineering plans for the subdivision will be reviewed under the Engineering Approval (El) process. Engineering plans for the church will be review under the Building Permit process. Separate engineering plans shall be submitted for each. In addition to engineering approval, subdivisions are required to obtain a separate permit for grading. Details and fees may be obtained from the Federal Way Building Department. 4. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. The applicant shall provide a geotechnical report that addresses design pavement thickness for the roadways. Bonding is required for all public roadway (current and proposed) improvements associated with the project, as well as all Temporary Erosion and Sediment Control (TESC) measures associated with both. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 07-103569 Doc I D. 41599 Mr. Napier August 1, 2007 Page 12 The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities associated with the subdivision) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with,the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, remain the responsibility of the individual property owners. 8. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 9. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. All final approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. Site plans shall be drawn at a scale of 1 " = 20'. or larger. Architectural scales are not permitted on engineering plans. 10. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 1998 KCSWDM, must be shown on the engineering plans. 11. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com) 1. The applicant's traffic engineer needs to submit a trip generation and distribution study to determine the number of trips generated by the proposed church development. The trip generation study may incorporate Transportation Management Plan (TMP). At a minimum, the trip generation study shall include three (3) studies for similar land use, and settings approved by the Traffic Division. The methodology for determining the trip generation shall be based upon the guidelines established in the most recent edition of the Institute of Transportation Engineers (ITE) Trip Generation. Alternatively, the applicant may utilize data from CFC to derive trip generation and parking. 2. Per FWCC Section 22-1474, the applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-6 of the FWCP based upon the trip generation and change in use. Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements in meeting the FWCC. Based on the analysis and FWCC, the applicant may be expected to construct improvements on the following streets to the City's planned roadway cross -sections: SW 356"' Street is planned as a Type "C" street, consisting of a 72-foot street with curb and gutter, six-foot planter strips with street trees, eight -foot sidewalks, and street lights in a 106- foot right-of-way (ROW). SW 356`h Street is improved but not to current adopted standard. Assuming a symmetrical cross section, an additional 11-foot ROW would need to be dedicated 07-103569 Doc 1 D. 41599 Mr. Napier August 1, 2007 Page 13 to the City. Staff would support a modification request to waive street improvement and only dedicate ROW. • 151 Avenue SW is planned as a Type "O" street, consisting of a 34-foot street with curb, gutter, six-foot planter strip with trees, eight -foot sidewalk, and streetlight in a 68-foot right-of-way. The improvements shall be from street centerline. Assuming a symmetrical cross section, an additional four -foot ROW would need to be dedicated to the City. 3'd Avenue SW and SW 360'h Street shall be a Type W street. At a minimum, the improvement shall include a 24-foot paved street with vertical curb, four -foot planter with street trees, five- foot sidewalk, and streetlight. • All internal streets (2" d Avenue SW and SW 3580' Street) shall be a Type W street, consisting of a 28-foot street with curb, four -foot planter with street trees, five-foot sidewalk and streetlight within a 52-foot right-of-way. The applicant may utilize a Type S due to higher traffic expected to generate by the project. 3. FWCC Section 20-151 and Federal Way Comprehensive Plan Policy TP21, require block perimeters no longer than 1320 feet for non -motorized and 2640 feet for streets. Please redesign the project to meet this requirement. 4. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes. Taper rate shall be based on WSDOT Design Manual; WS^2/60 or AASHTO as directed by the Public Works Director. 5. Traffic calming devices (speed hump, traffic circles, chicanes, etc.,) may be incorporated into the site design. 6. The proposed driveway from the church onto 2nd Avenue SW is too close to the intersection at SW 3560 Street and 2nd Avenue SW. Please relocate this driveway south to provide the maximum separation. The throat length should be designed to accommodate the 95'h percentile queues. 7. The proposed loading and unloading zone on SW 358 b Street could create queues extending to 1" Avenue SW. A second loading and unloading zone within the parking lot should be provided. If approved by the City, staff will monitor for any queuing problem and will request the applicant to address the problem if it arises. Verify sight distance in meeting AASHTO for proposed street onto 1S1 Avenue South. BUILDING DIVISION (Scott Sproul, 253-835-2633, scott.sproul@cityoffederalway.com) International Building Code (IBC), 2006 edition Washington State Amendments WAC 51-50* International Mechanical Code (IMC), 2006 edition Washington State Amendments WAC 51-52* 07-103569 Doc- I D 4) 599 Mr. Napier August 1, 2007 Page 14 Uniform Plumbing Code (UPC), 2006 edition Washington State Amendments WAC 51-56 & WAC 51-57* International Fire Code (IFC) 2006 Washington State Amendments* WAC 51 -54 National Electric Code (NEC), 2005 edition Accessibility Code ICC/ANSI Al 17.1-2003 International Residential Code 2006 Washington State Amendments* WAC 51-51 Washington State Energy Code WAC 51-11 * Washington State Ventilation and Indoor Air Quality Code WAC 51-13* *Current State Amendments are dated: July 1, 2007 ** As of January 1, 2002, the State amendments now require arc -fault interrupters for 15-20 amp branch circuits serving sleeping rooms in dwelling units (R-1's). Building Criteria Occupancy Classification: A-3, E. I-4 Type of Construction: V-A proposed Floor Area: building A-83,226, building B-29,863, building C-13,691 Number of Stories: Two stories building A, Two stories building B, building C single story Fire Protection: Sprinkler System and Fire Alarm system required Wind/Seismic: Basic wind speed 85 Mph, Exposure_, 25# Snow load, Seismic Zone D-2 A complete building permit application and commercial checklist. (Additional copies of application and checklists may be obtained on our web site at: www.cityoffederalway.com.) Submit five sets of drawings and specifications. Specifications shall include: —Soils report X Structural calculations X Energy calculations X Ventilation calculations. Note: A Washington State Registered architects stamp is required for additions/alterations (new or existing) of 4,000 gross floor area or greater unless specifically listed as an "exempt" structure per the Revised Code of Washington (RCW). Submit two copies with King County Health Department approval stamp for all projects that include food service facilities, septic systems or other elements within the project that require health department approval. Energy code compliance worksheets are required to be completed and included with your permit application. 07-103569 Doc. I.D. 41599 Mr. Napier August 1, 2007 Page 15 A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. Federal Way reviews plans on a first in first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. Review Timing The first comment letter can be expected within seven to eight weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from Community Development Services. Federal Way has an expedited review process. Information is available at our front counter. Other Permits & Inspections Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection All concerned departments (Planning,. Public Works, Electrical, Fire) must sign off before the Building Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. The City of Federal Way does not issue temporary Certificate of Occupancies. All construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, all subs, the general or representative, the architect or representative,'the engineer or representative, electrical contractor and any other interested party, should attend this meeting. Meetings will occur at the Building Department and will be scheduled by the inspector of record for the project. Site -Specific Requirements: • See IBC section 1025.12. In places of assembly the seats shall be securely fastened to the floor. ■ The stage stall be accessible. • Assembly area seating shall comply with IBC section 1108.2, such as dining areas, the theater, and the multilevel seating. • Each building will require a separate building permit. • It is not clear on the site the distance between buildings A and B. These building will need to meet the requirements of IBC table 602 for fire rated construction between buildings. • The main auditorium details chairs for only half the floor area. Will the table's area be removed and fixed seats installed in the future? It is clear that the lower auditorium by estimate could easily seat 1600 people and an additional 195 in the balcony for a total of 1795. The building exiting system shall be designed for the greatest number of possible occupants. 07-103569 Doc I D 41599 Mr. Napier August 1, 2007 Page 16 The information provided is based on limited plans and information. The comments provided are not intended to be a complete plan review and further comments are possible at time of building permit plan review. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, basbury@lakehaven.org) Water • A developer extension (DE) agreement will be required to extend and/or construct mainline water distribution facilities to serve the site. Application for DE Pre -Design was received by Lakehaven on 5/30/06, and pre -design comments were transmitted to the applicant on 9/22/06. • A water service connection application is required for a separate meter/service for any new connection to the water distribution system, or modification to any existing service connection (e.g., larger service, abandonment of existing service(s), etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. The associated developer extension agreement(s) must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven prior to activating any new service connection(s). Sewer • A developer extension agreement will be required to extend and/or construct mainline sanitary sewer facilities to serve the site. Application for DE Pre -Design was received by Lakehaven on 5/30/06, and pre -design comments were transmitted to the applicant on 9/22/06 with an update sent on 10/30/06. ■ A sewer service connection permit will be required for any new connection to the sanitary sewer system, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum slope for gravity sewer service connections is 2%. In addition to all other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is required on the private building sewer line, for all new or modified non-residential connections. The associated developer extension agreement(s) must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven prior to activating any new service connection(s). General • Charges -payable -in -lieu -of -extension, and/or latecomer and/or earlycomer charges may be assessable against the property for facilities either previously constructed or to be constructed that provide direct benefit to the property. Please contact Lakehaven for further detail. • Lakehaven's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for non-residential connections will be estimated based on anticipated water use (1 ERU = 255 gallons per day for water and 220 gallons per day for sewer). Owner will be required to provide a reliable estimate of proposed water consumption (commercial and irrigation) for the property (information from a similar facility may be submitted in lieu of a new estimate). Lakehaven's 2007 Capital Facilities Charges are $3,196/ERU for water and $2,768/ERU for sewer. • Lakehaven's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for single-family use is calculated as 1.0 ERU per unit. Lakehaven's 2007 Capital Facilities Charges are $3,196/ERU for water and $2,768/ERU for sewer. Credit may be available for this property from connection charges previously assessed for water and/or for sewer. Please contact Lakehaven for further detail. 07-103569 Doc. 1.D 41599 Mr. Napier August 1, 2007 Page 17 All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE & RESCUE (Chris Ingham, 253-946-7244, chris.ingham@southkingfire.org) Water Supplies for Fire Protection A Certificate of Water Availability shall be provided indicating the fire flow available at the site. The required fire flow for the main church building is 2625 gallons per minute. This project will require three fire hydrant(s) for the main church building and it is recommended to install a fourth hydrant for the future expansion. For the residential portion of this project fire hydrants shall be spaced 600 ft. or less apart. Every building lot shall have a fire hydrant within 300 ft. All measurements shall be made as vehicular travel distance. Fire hydrants shall be in service PRIOR to and during the time of construction. Fire Apparatus Access Roads Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 30-ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20-foot inside turning radius and not less than a 40-foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. (South King Fire and Rescue Administrative Policy Guideline No. 1006) 07-103569 Doc. I.D. 41599 Mr. Napier August 1, 2007 Page 18 Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access road gates shall comply with South King Fire and Rescue Administrative Policy Guideline No. 1003. Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. Fire -Extinguishing Systems An automatic fire sprinkler system is required for Buildings A and B. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. (FWCC Chapter 8, Article 11, Division 4) A separate permit is required for the installation of the Fire Sprinkler System. Contact the Fire Marshal's Office at 253-946-7244 for Fire Sprinkler System Specifications. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 percent less than the correlative water supply curve pressure. Automatic Fire Detection System A fire alarm system is required for Building A and B. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. (FWCC Chapter 8, Article 11, Division 4) A separate permit is required for the installation of the Fire Alarm System. A complete Fire Alarm System is required. Contact the Fire Marshal's Office at 253-946-7244 for Fire Alarm Specifications. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWCC Section 22-1657. 07-103569 Doc I D 41599 Mr. Napier August 1, 2007 Page 19 As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWCC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Jim Hams, 253-835-2649. We look forward to working with you. Sincerely, Gr—J Jim Harris Senior Planner enc: FWCC Section 22-635 BLA Handout Mailing Notice Handout FWCC Section 22-1630 FWCC Chapter 18 FWCC Article XVII — Landscaping FWCC Article XIX — Community Design Guidelines Process IV Handout Master Land Use Application c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Analyst Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire 07-103569 Doc. I D 41599 z 0 rD %4rcn HMO m c onrn 1Q.4 n� _77 rr� II c iii `G {� ^ rlt W rn-r 4, ` ►� N cyo c�D ATH �y• v T On. c J a vr CD mC X m s� ` �12 e Al 14 6— TS7' g 8 UNK—UNK 10 ID —10 m J _ pdo _ _ _ _ _ 8' •� _ D � pp pp pp pp II{jj p j 3 0) CL 0 ; 1 _ry m CL rt CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE (CDRC) Preapplication Conference Sign In Sheet Lifeway Church and Residential Subdivision SW Quadrant of Intersection of lst Avenue South and SW 356th Street Federal Way, WA NAME File No. 07-103569-00-PC July 26, 2007 REPRESENTING TELEPHONE NUMBER 1. (girl 0 �F f.J - I ll�[nn►1 �3S C 2. 212 U "- ? 3S - -z' 3. �e�;;,.. [ @�ea pow P 1 �{n�� Ct S ZS 33S- Z -�-3 5. C'HAS �%��y�� sow—� ��%�� ����z ��� 9 y6 -�'2-VV 6. RIAIQP6'gu R L--AKE kV ,J L - 2s —5 -(0 7. y i 1 c5 6 P1 C A�4 , 8. 9. TAOLN L t, �Z L 4 41a 4 7- 61 10. 11. 12. C i�7 r5 I�r.��r -2� — 93 5-- Z4,l4 44k CITY OF 40'::ttt=�e Federal Way July 9, 2007 Barbara Napier Abbey Road Group 923 Shaw Road, Suite A Puyallup, WA 98372 RE: File No. 07-103569-00-PC; PREAPPLICATION MEETING Lifeway Church and Subdivision 35615 3d Avenue SW, Federal Way Dear Ms. Napier: FILE The above -referenced proposal has been assigned to me as project planner. At this time, the application and preliminary site plan have been routed to the members of the Development Review Committee. A meeting with the project applicant and Development Review Committee has been scheduled as follows: Thursday, July 26, 2007 —10:00 AM Hylebos Conference Room City Hall, Second Floor 33325 Bch Avenue South Federal Way, WA 98003 We look forward to meeting with you to discuss your proposal. Contact me at jim.harris@cityoffederalway.com if you have any questions. Sincerely, arris Senior Planner Doc 1 D 41504 PROJECT NARRATIVE FOR PROPOSED LIFEWAY CHURCH PROJECT LOCATED AT SW 356T" AND 1ST AVE. S. The proposed Lifeway Church Project consists of development of 6 land parcels totaling approximately 23.18 acres. The project proposes construction of a 40,000 sf Sanctuary Building and a 40 lot residential subdivision to the west, with future phasing for an additional religious building of approximately 29,000 sf and potentially another 18 lot residential subdivision to the south. The religious facility areas will focus on a 'campus - like' setting and include a potential outside courtyard. The project will be supported by the following: Water: Lakehaven Utility District is the water purveyor in the area. Water mains run along both S. 356th St. and 1st Ave. S. Connections to the water main will be in accordance with Lakehaven Utility District requirements. Sewer: The site is currently utilizing a Septic System. The nearest existing sewer main is on 4th Ave. S. north of 356th St. Should the residential portion of the project move forward, the project will extend the sewer from the closest location at the time of construction to the site for utilization by the residences and the church facilities, per Lakehaven Utility District's requirements. Storm Water: Two separate detention ponds are proposed on the site and will discharge to existing City systems as per the City of Federal way requirements. Roads: S. 356" St. is a 5-lane highway running along the frontage of the site directly to the north. We propose constructing full street improvements on 2nh Ave. SW (matching the existing centerline of 2nh Ave. SW across S. 356th St.), for access to the residential lots and the church facilities. A drive isle off of 1st Ave. S. will be constructed to match the centerline of S. 358th St. for additional access to the church facilities, recreational areas and residences. Additional right of way will be given along 1st Ave. S. to the end of the property line directly to the south of S. 358th St. Zoning: Existing zoning for the project area is RS 15. We have applied for a Comprehensive Plan Amendment to allow for a rezone of the property to RS 7.2, and as of the July 2, 2007 City Council Meeting, anticipate approval of this zoning request. RECEIVED JUL 0 2 2007 CITY OF FEDERAL WAY BUILDING DEPT. Project/04-118/Pemiit Submittals/Pre-Application/Project Narrative 6.26.07 Buildings: Religious Facilities: Building A — (Sanctuary) 83,226 SF (2-story bldg.) Building B — (Future Phase) 29,863 SF Maximum Site Coverage 80% Residential Lots: 58 SFR Lots 7,200 SF ea. Min. Lot Depth 87' Min. Lot Width 46' Maximum Site Coverage 62% Parking for the Reliaious Facilities: Provided Required Size Standard 389 200 9' x 18' Compact 127 TBD 8' x 15' Handicap 16 TBD 9' x 18' w/side stall Total 532 TBD Architectural Design: The proposed church sanctuary building will be designed with finish materials and colors in accordance with the City of Federal Way Community Design Guidelines as referenced in FWCC Chapter 22, Article XIX. We do not currently have the architectural design in place. The drawings provided are conceptual only. The sanctuary building will be a two-story structure and will meet the maximum height requirement per City Code. Statement of Structure Usage: The existing structures on the parcels are to be removed to allow for the development of the site. The proposed structures will be used for single family residences within the proposed subdivision development. Building A of the church structures will be used as the church sanctuary for Sunday congregational services. Proposed future phased buildings B & C are for future expansion of the church services. Landscaping: The existing landscaping is primarily natural wooded vegetation with areas of clearing. Proposed landscaping will be in accordance with the City of Federal Way Landscaping requirements as referenced in FWCC Chapter 22, Article XVII. RECEIVED JUL 0 2 2007 CITY OF FEDERAL WAY BUILDING DEPT. Project/04-118/Permit Submittals/Pre-Application/Project Narrative 6.26.07 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 9, 2007 TO: Will Appleton, Development Services Manager (2 copies) Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Dave Mataftin, Federal Way Fire Department Geri Walker, Federal Way School District Stacy Flores, Public Safety Officer FROM: Jim Harris FOR DRC MTG. ON: July 19, 2007- Internal July 26, 2007, 10:00 - with applicant FILE NUMBER(s): 07-103569-00-PC RELATED FILE NOS.: prior pre-app for similar proposal 05-104273-00-PC PROJECT NAME: LIFEWAY CHURCH PROJECT ADDRESS: 35615 3RD AVE SW ZONING DISTRICT: RS 15.0 Proposed for RS 7.2 PROJECT DESCRIPTION: Proposal to divide 23.18 into acres into (50) residential lots. And development of a new church facility on a individual parcel. LAND USE PERMITS: TBD PROJECT CONTACT: ABBEY ROAD GROUP -Barbara Napier 923 SHAW RD Suite A 253 446-3523 MATERIALS SUBMITTED: Preliminary Plat conceptual drawing Preliminary church site plan Vicinity Map Legal Descriptions Agent Authorization Project Narrative Aerial Photo Floor plan of church Elevation of church City Pre-app letter from previous application. OF— to I at Hour w2s Ye h I I i—a Roam f o O �� �i ♦ -' � * II � !I� ■ ! G � II f s�P ■ ■ � ■ l i � f . j ■ 1 1 III 1 Open to Pat Moor rl--n-wiu Tedl Sate Recording Roan 11 Control Room L ■ ■ � � ■ ■ � e ss L it L'i 1.1 1.1 1•I •1 1.1 1.1 l 3 U[dRy Jan.5t— CI —room 7 11 Classroom 6 i Classroom 5 c — to I et floor 5w-" Storage Qassroan 4 1 Classroom 3 11 Cussroom 2 N CL-ssman I A July 13, 2IXH RECEIVE /wgufF 10, 2061 20. 2C04 Oefeber Ia. 2-1 UL. 0 2 zoo FFEDERAL AY o ILDING D� lr a e is z7sce u SECOND FLOOR PLAN I,•. I� I I I I I I I I I I I I I I I I I -I I I � I I I I I I I 4Sh Grxle o 'Pa[lo Area !f 16 4 0 0 _ _ b F( p Q D C.Fe 000 Tl 0 1 Play Rgom I I tl�llea5 f 3 ♦ 4 yo pleek,M - nnd-32rden � I �on� I M"- ChDrh SLH C--d- 11 Spcaal Needs F-- R] NO 6 1 yo ® ® luungc . I.J women ¢ W Q CP v (P g2 r � e. J [ ] seaagD r u ULI C] r 1. ) u Atrnnn [O] r" 1 r^ l [�] [(D) L v J � L J v ,.., Yahle rywlk r .} C88 CL��] Ct�JJ7 [u) C, ---- -------- -u 00 1 W 1 dl.n1 1 ti+y Moan Gr6Dn Fecm o A[num MM n A,aA cwm I I Ady! Gr� 2 —JL Adult rl.- — 3 0 k My13.2OO, /w It 10, 2 310 �e September 9. 2000 $eprembr� 20, 2W, F I M E ® OQobo ID, 2OO4 Q JUL ® 2 2007CD � EDERAL ,A L I It . 4,BUNG,QF X I 9eA •W • W� till — i r 5� ~�i + ��Ll L )LL4 4(bl El co Q 0 Project Parcel Legal Descriptions 1. 3021049021 302104 21 W 1/2 OF E 1/2 OF W 1/2 OF SE 1/4 OF NE 1/4 LESS CO RIDS 2. 3021049082 302104 82 N 300 FT OF E 1/2 OF E 1/2 OF W 1/2 OF SE 1/4 OF NE 1/4 LESS W 30 FT LESS ST 3. 3021046058 302104 58 E 1/4 OF W 1/2 OF SE 1/4 OF NE 1/4 LESS N 300 FT EX W 30 FT LESS CO RD 4. 3021049020 302104 20 W 1/2 OF E 1/2 OF SE 1/4 OF NE 1/4 LESS CO RD S. 3021049118 302104 118 N 200 FT OF W 114 FT OF E 1/2 OF E 1/2 OF SE 1/4 OF NE 1/4 LESS CO RD 6. 3021049036 30210436N 1/2 OF E 1/2 OF E 1/2 OF SE 1/4 OF NE 1/4 LESS W 114 FT OF N 200 FT LESS CO RIDS RECEIVED JUL o 2 2007 CITY OF FEDERAL WAY BUILDING DEPT. 10/03/05 MON 11:07 FAX 253 870-073 �._ THE UPS STORE lid 002 AGENT AUTHORIZATION Date: October 3.2005 Re: Life Way Cltsurch Project To Whom It May Concern: The purpose of this Agent Authorization is to provide notice that Abbey Road Group. LLC (hereinafter "Agent") has been given the authority by LiWay Church (hereinafter " Owner ") to act on behalf of Owner with respect to the development of cormin real property in federal Way. Washington. The development is knotiwn as Life Way Church Prom (hereinafter "the Project"). The Project includes the: following tax parcels: Parcel #: 30210049058, 3021049082, 3021049021, 3021049020, 3021049036, -102109118 Oil behalf of Owner, Agent is authorized to apply for and process permits with, or within as the c-114 may be, the City of Federal Way, ring County, Washington State Department of Ecology, Washington State Department of Fisheries. Washington State Department of Transportation, the U.S. Anny Corps of Engitleers, local utility districts and/or am other jurisdictions Or utilities having connection with or jurisdiction over the Project. Further, on behalf of Owner, Agent is authorized to take such fictions as are reasonably necessary for development of the Project with or within those entities identified in the preceding paragraph, Further, Agent is authorized to petition, execute and enter into contracts an behalf of Owner with consultants andlor contractors for the purpose of developing the project and/or Property. Agent is authorized to represent Owner ill dealings with consultaIIts. contractors or any agency having .jurisdiction over the project and/or property, Agent is authorized to be Owner s representative For this project and /or property. ■ Am acti❑us taken by Agent tender this alitllorix�ation arc effective, if and only if, approved in writing by Gil Mismann, Vice -President, and director of Land Development (Agent), ■ Agent is not, however, authorized to act on Owner's bo4alf with respect to the selling- pledging, renting or leasing of the property within the Project and Agmt has rio authority to make decisions on behalf of 0,wncr, or petition, execute or contract with or otherwise represcnt ONnier in such matters. or in matters which affect the daily operation of LifeWay Church. • Agent has no authority to act on behalf of ()weer if such actions are illegal or crinl'tna][ D G I V E D JUL 0 2 Z007 CITY �LDWAY ING DEPT. fib) �eS '�`?ak'�'ltrbinE'A�i, tt Federal Way, WA 980023 a (Z53) 946.8107 0 lifeway-OnlinC.org i 10/03/05 MON 11:07 FAX 253 87¢173 THE UPS STORE 1@003 'Phis agency ma4 be lcrminated a-1 any time by Owmcr upon tine exceutiOn of an agency lcrminatiOn document executed by the undersigned Minaging members of OVllli:r. ! tl/3 �b Tate Rik Budd Chairnat-, Elder Cvtmcil LircWay Church DECEIVED JUL 0 2 2007 CITY OF FEDERAL WAY BUILDING DEPT. n I.I 1.,t n1 valwriJuiiun Iel r V S a AV IS a� �L V 1-21h Av e_^ +L' I GENE® } F e ii I 7.007 ico 11 CITY OF FEDERAL N } _ BUILDING DEP Z e O AbbeyRoad Abbey Road Group, LLC P. O. Box 207 Puyallup, WA 98371- T 253.435.3699 F 253.446.3159 www.abbeyroadgroup.com June 26, 2007 City of Federal Way . Department of Community Development Services 33325-8t''_ Ave. S. Federal Way, WA 9063-9718 RE: 04-118, Lifeway Church Pre -Application Conference Submittal To Whom It May Concern, On behalf of our client, Lifeway Church, the Abbey Road Group is submitting the following information for the Pre -Application Conference Review. We have previously met with the City on September 15, 2005, but have since reconfigured the site and request the City review the new layout and provide comments with consideration to this new site configuration. The following Pre -Application packet is provided for the above -referenced project located at the corner of S. 356th St. and lst Ave. SW.: • Master Land Use Application — 1 • Check No. 010357 in the amount of $423.50 —1 • Pre -Application Checklist — 1 • Agent Authorization - 7 • Project Narrative — 7 • Vicinity Map — 7 • Aerial Map - 7 • Legal Descriptions — 7 • Preliminary Building Elevation Drawings (2 pgs.) — 7 • Previous Pre -Application Conference Summary File No. 05- 104273-000-00-PC - 7 • Preliminary Floor Plan (2 pgs.) - 7 RECEIVED • Conceptual Site Plan w/Cover Sheet — 7 JUL 0 2 2007 Project/04-118/Permit Submittals/Pre-Application/Submittal Cover Ltr 6.26.07 CITY OF FEDERAL WAY BUILDING DEPT. I anticipate approximately 5 people from our group, including our client; will be attending the pre -application meeting. We look forward to meeting with the City to discuss the project in more detail. If you should have any questions, please feel free to contact me at (253) 446- 3523. Sincerely, arbara A. Napier Senior Project Manager The Abbey Road Group, LLC BAN/bn Encl.: Listed Above cc: Rik Bud, Lifeway Church David Litowitz, Landmark Homes RECEIVED JUL 0 2 2007 Project/04-118/Permit Submittals/Pre-Application/Submittal Cover Ltr 6.26.07 CITY OF FEDERAL WAY BUILDING DEPT. RECENE® JUL 0 2 2007 CITY OF CITY OF FEDERAL WAY Federal Way BUILDING DEPT. APPLICATION NO(S) 0-7 — 1'D -�- °j (-7 - 0 o Project Name LIFE_A' l-A L1 en-1 MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`11 Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www.613Loffederalway.com ? f Date Property Address/Location �5 b l 5 ?)r i AV C - F L► bZA L WS/ Parcel Number(s),5U2At 02J 3 DZI Li O. Z W 1 59 -ILL �_)ZIL) 0,3& Project Description EVE I YJ _ ' F MC-2y, 25,113 GtzE� ) i06LU D ArI ' T l IA2 , jjIL 12EU �l uI S l I Sit i'� i t_pw)6 /\nib 12 1Z� Si i7LI lT i ikL l-(� i s PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination reapplication Conference Process I (Director=s Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SERA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information 19 ' Q S - � 5 Zoning Designation 5FLComprehensive Plan Designation NA Value of Existing Improvements NA Value of Proposed Improvements International Building Code (IBC): f,,( Occupancy Type N Construction Type Applicant Name: 1-WAD C212 0 L1 P Address: TL3 S- O Pf W IZI), S L(t' r P City/State: Pp V/ j_L I'0t WA Zip: gB3VZ Phone: 2_53- 446.�5 Fax: 25 -3. 444- 315q n Email: �jl�������12L�Y.i i� C1oio Signatu Agent 6 f different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner LI �WA`� L�tltrl ('i-1: 3D?� ��LGs r g05E q0ZL Name: Address: .5015 SW )Ass l Fbi r, [ i'? 0 CitylState: 6DE P-AL W AI/i \N A Zip: :1 t� Z.0 Phone: 253 A44� �107 Fax: Email: e: Signature1%jLl D I�� U F C\N N_-t�1 L!,(i L • t�pC7 Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application _ �'��.^i 1 i•Ll.fs • � p Y f[I = I{y m e 001 r.• „I-i.. b e Y 1 — IIiEnIE � It'll • if Ln �:� Si i a /9"LL ° eL ou z al u(' 1u•xl !' L flit 0swHkn r1rl•pt•i• L9r/r6St_—_---- a•eiLc' 96'iifl I - 'ox )J'S � - qr Lrr i 'S'3htl 'lSl (S ISI- 9Grn Ll 'ar ;THi .r-6[00009LB0(DOL T •• tSrl re S( R � - n /e r ts�yN RI 1 1•iih • N [ii — a _nr - oVa 1 it-u-I • - - i U. p rM ry 1 r r 1 Lr� - S'S 3AY OIJL x r` H1 -LI 1CS3h II•e:a 1 i Lc:•a1 i� � _ •S _ S _ p r I nensl urti "" Lnaa i rtlns i so=n-I n "_ �.�Sil lf�'���•�� �f'fF"�— _ _ _— _ _ _ r - .e N �~ 6B 0(( tl� LI'rtln5� tG�l[C _ 68�0(t I�tl1151 ] 3t-fir-fit 6B�off _; 1I _ m _/�i6 G�6 9595C S XI 'MS 3-AV Hlb ^ Ir . I T a` s" J ,3 IN 31 9f H4 12ih 3t Nr VICINITY MAP 346ktfi St -71 63 -i nth St. -� SI TE y. s= e; :r: L C9 U cr a Eck �d 61 31 !_ P GO �a 3 373rd St UTILITIES 14-4tn St SEWER: CABLE: TELEPHONE: LAKEHAVEN UTILITIES COMCAST QWEST 31627 1ST AVE. S. CABLE COMPANY PHONE COMPANY FEDERAL WAY, WA 98063 1140 N 94TH ST 955 LIND SW SEATTLE, WA 98032 RENTON, WA 98055 800-COMCAST (425) 228-6092 WATER: POWER: REFUSE: .„v2r-d LAKEHAVEN UTILITIES PUGET SOUND ENERGY WASTE MANAGEMENT 31531 1ST AVE. S. 10885 NE 4TH STREET NORTHWEST WASHINGTON FEDERAL WAY, WA 98003 BELLEVUE, WA 98009 13225 NE 126TH PLACE (253) 941-1516 (425) 452-1234 KIRKLAND, WA 98034 800-592-9995 FIRE: SCHOOL: FEDERAL WAY FIRE FEDERAL WAY DEPARTMENT SCHOOL DISTRICT 31617 1 ST AVE. S. 31405 18TH AVE. S. FEDERAL WAY, WA 98003 FEDERAL WAY, WA 98003 (253) 839-6234 (253) 445-2000 LEGEND LIFE WAY CHURCH SEC. 30/TWN. 21 /RGE. 047 W.M. SITE PLAN ►� '� n n (-11-] n I� I-1 n �---- - - nnnnF U n Uuu�u u n`. � nnnnnnnnrn � _ nnnnn // II II II II II II II 11 II �u — UUUUUUU� _.. FInnnn IIII IIII � � � 4 I HHLJHHHU_I� IIII IIII � - � I 29,86-1100 SF PAD Iill �nnnnnnU 2�K n � I� L:�=JHLJLJI 1HHH ........... •, p o b n 9] Site Plan TABLE OF CONTENTS SHEET 1 COVER SHEET SHEET 2 SITE PLAN , 1ST AVE SOUTH F-- w w LO r F- 0 V) GRAPHIC SCALE ( IN FEET ) N. T. S. 2ND AVE S. PROJECT SPECIFICATIONS (PROPOSED) Dee CIk CAnG�ls�� PROJECT DATA: PARKING: PROJECT NAME: LIFEWAY CHURCH PROVIDED SQUIRED SIZE ABBEY ROAD JOB#: 04-118 STANDARD: 389 9'x18' APPLICANT/AGENT: ABBEY ROAD GROUP COMPACT: 127 T.B.D. 8'xl5' NAME: GIL HULSMANN HANDICAP: 16 T.B.D. 9'xl8' W/ SIDE STALL ADDRESS: 923 SHAW ROAD, SUITE A TOTAL: CED T.B.D. PUYALLUP, WA 98371 DRIVE ISLES: 25' WIDE STANDARD / 25.5' WIDE COMPACT PHONE: (253) 435-3699 OWNER/DEVELOPER: LIFEWAY CHURCH BUILDING: (RELIGIOUS DEVELOPMENT) NAME: RIK BUD ADDRESS: 5015 SW DASH POINT ROAD PAD AREA: BLDG. A = 41,613.00 SF FEDERAL WAY, WA 98023 BLDG. B = 29,863.00 SF PHONE: (253) 946-8107 GROSS AREA: BLDG. A = 83,226.00 SF BLDG. B = 29,863.00 SF PROJECT AREA: PROPOSED USE: RESIDENTIAL / RELIGIOUS DEVELOPMENT STORIES: BLDG. A = 2 STORIES SITE SIZE: 1,010,136.27 SF / 23.18 ACRES BLDG. B = 1 STORY DISTURBED AREA: 927,381.27 SF / 21.28 ACRES ( IMPERVIOUS AREA: 425,462.31 SF / 9.76 ACRES ti( U PERVIOUS AREA: 584,673.96 SF / 13.42 ACRES MAX HEIGHT: OPEN SPACE AREA: 82,755.00 SF / 1.89 ACRES CONSTRUCTION TYPE: TYPE 5A PARKING (ASPHALT) AREA: 287,258.90 SF / 6.59 ACRES OCCUPANCY CLASSIFICATION: GROUP A-3, 1-4, E LANDSCAPE AREA: 487,173.64 SF / 11.18 ACRES HAZARDOUS MATERIALS FOR STORAGE: N/A MIN LOT SIZE: 7,200.00 SF JULY 2003 IBC USED FOR DESIGN MIN LOT DEPTH: 87' PROPOSED USE/AREA: MIN LOT WIDTH: 46' MAX SIT COVERAGE: 62% RESIDENTIAL / 80% CHURCH RETIAL: 0 SF SITE COVERAGE: RESIDENTIAL: 0 SF OFFICE: 0 SF GRADING: INDUSTRIAL: 0 SF OTHER: 126,780.00 SF GRADING DEPTH: T.B.D. CUT VOLUME: T.B.D. FILL VOLUME: T.B.D. STORM DRAINAGE: IMPERVIOUS AREA: 425,462.31 SF / 9.76 ACRES PERVIOUS AREA: 584,673.96 SF / 13.42 ACRES DETENTION REQUIRED: T.B.D. DETENTION PROVIDED: T.B.D. WATER QUALITY REQUIRED: T.B.D. WATER QUALITY PROVIDED: T.B.D. SET BACKS: YARD RESIDENCE FRONT: SIDE: 30' 20' REAR: 30' S' 30' 5' ROADS: RIGHT OF WAY IMPROVEMENTS: YES FRONTAGE IMPROVEMENTS: YES U- CU tts O V / (D LL LLI J H U O N �o C 00 0) W (a (a LL. � N 4- U) T_ N J L0 `L O U_ C) '` LO J Q co co _j f— C). U -(Cj) M d" M � N_ �n V Q� Q _ X n/ n cc LL 0 0 J LL (� _ ; N co a) UnCL 0CM m N d' d a: C EXISTING PROPOSED EXISTING PROPOSED SITE SPECIFICATIONS AC=ASPHALTIC CONCRETE SURFACE ASPHALT a ROOF DRAIN CLEANOUT ) BRW=BOTTOM OF RETAINING WALL SANITARY SEWER MANHOLE BR=BOTTOM OF ROCKERY CATCH BASIN I*(EXISTING BS=BOTTOM OF SWALE C=COMPACT PARKING STALL BASIN ® CABLE RISER —SS— SANITARY SEWER SITE DATA: CB=CATCH CC=CONCRETE CURB CENTER LINE OF RIGHT OF WAY Q SET IRON PIN WITH ID CAP ASSESSORS/TAX PARCEL NUMBER: CD=CONCRETE DRIVE CG=CONCRETE GUTTER �� CLEARING LIMITS �•� SET TACK IN LEAD AS NOTED CL=CENTERLINE i 3021049020 CONSULTANTS CONC-CONCRETE , CONCRETE O SET TACK IN LEAD IN BRASS ID DISC 3021049021 a CHNL=CHANNEL ,a .>:.o 3021049082 CP=CONCRETE PIPE CS=CONCRETE SLAB ❑--❑- FENCE LINE , O SET RR SPIKE WITH PUNCH MARK 3021049036 OWNER: LAND DEVELOPMENT di CTR=CENTER I R 3021049118 MANAGER: CW=CONCRETE WALK DI=DUCTILE IRON -4— FILTER FABRIC FENCE SLOPES 15% OR GREATER PARCEL/SITE SIZE: 1,010,136.27 SF / 23.18 ACRES LIFEWAY CHURCH ABBEY ROAD GROUP Q 0 DMH=DRAIN MANHOLE EA=EDGE OF ASPHALT FIRE HYDRANT _ _ SECTION/TOWNSHIP RANGE: 30 21 04 / / / RIK BUDD GIL HULSMANN EOP=EDGE OF PROPERTY ® FOUND MONUMENT AS NOTED STORM DRAIN LINE DEVELOPMENT JURISDICTION: CITY OF FEDERAL WAY 5015 SW DASH POINT RD. P.O. BOX 207 a EC=ELECTRICAL CONDUIT EM=ELECTRICAL METER 0 GAS VALVE —SD— STORM DRAIN SITE ADDRESS: FEDERAL WAY, WA 98023 PUYALLUP, WA 98371 < ET=ELECTRICAL TRANSFORMER ZONING: RS 15.0 - PROPOSED: RS 7.2 (253) 946-8107 T (253) 435-3699 T EV=ELECTRICAL VAULT EX=EXISTING (- GUY ANCHOR STREET LIGHT PRESENT USE: RESIDENTIAL RBUDD@LIFEWAY-ONLINE.ORG 253 446-3159 F ( ) U F=FILL CAP LIGHT STANDARD SENSITIVE AREAS GILH@ABBEYROADGROUP.COM FF=FINISH FLOOR FB=FINISH BASEMENT SURVEY MONUMENT LOT CORNERS WETLANDS: N/A co Z 3 G=GAS MAIN FLOOD PLAN HAZARD AREAS: N/A O m HC=HANDICAP PARKING STALL- IE=INVERT ELEVATION INTERCEPTOR SWALE TELEPHONE RISER EROSION HAZARD AREAS: N A / PROJECT MANAGER: PROJECT COORDINATOR: S2 m LS=LANDSCAPE d JUNCTION BOX f— TRAFFIC FLOW LANDSLIDE HAZARD AREAS: N/A w y OB=CURB OHP=OVERHEAD POWER 10 PARKING COUNT TRAFFIC LIGHT COAL MINE HAZARD AREAS: N/A ABBEY ROAD GROUP ABBEY ROAD GROUP � m o EF 1 E v 0 R =PROPERTY LINE TREE PT=POINT © POWER VAULT SEISMIC HAZARD AREAS: N/A CREEKS/STREAMS: EA BARBARA A. NAPIER TERRI RICHARDS R PVC=POLY VINYL CHLORIDE @ UTILITY ACCESS MANHOLE P.O. BOX 207 P.O. BOX 207 - - C RIM TOP ELEVATION OF STRUCTURE PROPERTY LINE • UTILITY POLE LAKES: N/A PUYALLUP, WA 98371 PUYALLUP, WA 98371 C o ROW --RIGHT OF WAY RETAINING WALL STEEP SLOPES(10% OR GREATER): N/A (253) 435-3699 T (253) 435-3159 T J ® Q�]CD � SF=SQUARE FEET SL=SLOPE O YARD LIGHT VOLCANIC: N/A (253) 446-3159 F (206) 446-3159 F Q SS=SANITARY SEWER SS=SANIT RY S SEWER CLEANOUT — — — RIGHT OF WAY —W WATER WILDLIFE HABITAT: N A / BARBARAN@ABBEYROADGROUP.COM TERRIR@ABBEYROADGROUP.COM CITY FEDE AL WAY = L B SSMH=SANITARTY SEWER MANHOLE RIP RAP PAD WATER METER SURVEYORS NOTES SHORELINE CLASSIFICATION: N/A BU DING EPA. N SD=STORM DRAIN TA=TOP OF ASPHALT a oa ROCK CHECK DAM ►� WATER VALVE IMPERVIOUS AREAS: 54,403.25 SF / 1.24 ACRES co E c s T 3 TC=TELEPHONE CONDUIT 1. VERTICAL DATUM IS BASED ON CITY OF FEDERAL WAY DATUM (NGVD-29) PERVIOUS AREAS: 955,733.02 SF / 21.94 ACRES E co p TD=TOP OF DRIVEWAY � ROCKERY � WATER REDUCER ADJACENT ZONING: N W 5 TS=TOP OF SWALE 2. CONTOUR INTERVAL= 2 FEET. NORTH: RS 15.0 @ 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. 5 -Fo0 T=TELEPHONE WIRE = W _ TRW --TOP OF RETAINING WALL TR=TOP OF ROCKERY 3. STORM DRAIN INV. ELEVATIONS ARE BASED UPON AS -BUILT DRAWINGS. SOUTH: RS 15.0 These drawings, plans, specifications and other documents, including those in � (,)'' C p o TW=TOP OF SIDEWALK 4. SOME PUBLIC UTILITIES NOT FIELD MARKED AT THE TIME OF SURVEY EAST: RS 7.2 electronic fora, are owned b Abbe Road Group, y y p, LLC and it retains ail common law, F- } 0 N m AL W WEST: RS 15.0 statutory and other reserved rights, including copyrights. }- Z m iz WATER VP=VENT PIPE BUILDING: 9 EXISTING HOUSES r- m 2 0 m O (P)=PER PLAT UNDER RECORDING SIZE: VARIES These drawings, fans, specifications and other documents cannot be copied, 9 P P W (M)=MEASURED DATA YEAR BUILT: VARIES distributed, submitted to others (including governmental agencies and lenders) 4 W D- 0 W L R =RECORD DATA ( ) STORIES: VARIES without the express written consent of Abbey Road Group, LLC, Z 0 J 0 I- cV 1- COMPOSISTION: WOOD FRAME These plans, drawings, specifications and other documents are conceptual only and m (A W > W CL V- W H W W o W are preliminary. They should be considered informational only and incomplete. Do not 0 W W a- Q = d rely upon them until they are finalized. 0 G1 Q 0 C a 52' LIFE WAY CHURCH 4TH AVE. SIN SEC. 30/TWN. 21/RGE. 047 W.M. 5' 3'_ 30' 5 _3'_ 5' 28' -5 S.W. L. S.' ASPHALT CURB UTILITY L.S� ASPHALT CURB SITE PLAN STRIP (OPTIONAL) SECTION 'AA' P S.W- SECTION 'BB' "."U` T `,i.J' 4 MAJOR ROAD MAJOR ROAD is f 70 73 X > PROPOSED BLDG. M > SET BACK > r GRAPHIC SCALE IN( LINE (TYP.) A IN I= 7' -- ------ -T '777 F_ - -77- - 1 inch - 80 ft LOT #27 7,610.52 SF X 71 �TF F_ Tf 't"LOT #26 TO BE TO BE 7/ LOT #25 V\ 17,437.26 SF 7,200.94 SF LOT #24 -'LOT #23 REMOVED REMOVED N LL208.75 SF' LO/T/ #22 #9- 7,200.17 SF 7,2 SF LOTLOT #12 17,2,,17.78 SFJ LOT #20 7,20 LOT #18 LOT #17 7,544.67 SFJ 14� 7,219,0� SF '9.20 SF LOT #16 -17 4ZP '7 1)nn or, Q17 7 9r,7 7 2n U.V-t or 1 7 SF SITE INFORMATION: 7 LOT #13 J� PROPOSED 3' STORM,POND F PARCEL NUMBER 5,560.�� SF LOT LINE L (TYP.) I #\(O eu• I! j< —� r i:_. . t �, w' 3021049020 302104905 4 F 30210490218 7 1 3021049082 3021049036 T X 3021049118 P POSED SE - — - — - — - R IVM 7 CF - - - - - - - ;f TOTAL AREA 1,010,136.27 SF/ 23-18 ACRES 7� it ------ BUILDINGS: -7 i BUILDING 'A' 41,613.00 SF PAD 01 BUILDING '13' 29,863.00 SF PAD -MOVE[ LOT #29 RE ------- - -- 8,887.44 SF - _��BE FT OR ELOCfTD, j! Oa9 �082 14 LOT #5 7 0 7,201.10 SF !�1�1134�A SIN k? Ou� �S' I -.LOT- #2 73 SF 4 SIT LOT #8 7-��02. 74- 8.t31 SF i 30 LOT- LOT LOT 8,83 - --LOT tO,312.19 #32 LOT\ ,,, LOT # #3'1 LOTT LOI 12.891.19 SF #33 LOT LOT LOT 46' 53 40 7,28,3.2-1 #35 __#36 #37 #39 4 7,293.93 7,263.9642 IS t 117,267.79 7,271.66 7,275. OT 0 SF 1117,279. _7_,_287,j4 10,L976!75 SF SF SF ill LL�7— , I 11 V SF SF SF SF L EXI.STING PROP LINE TO STIN�PJREES -A F T7= TO _AVE-D:(TYP.) Ia PROPOSED LOT a _ --�_7 24" C �4- ] I ] 1 11 - 2 Z4" 24" L 40" -- ------ 24 2 " 0' T r ,m nu. 262 Jill F7TT7T 7, U pp Jill 71. fd LOT #11 LOT #12 LOT #16 LOT-, #14- LOT #10 LO 8,267.92 7,513.91 LOT #16 T 8,478.51 7,521. 1 8 SIF 7, 7,488.5 SIF SF 7,238.8 ®® -@I -SF 6 SF DUMPSTER (A LOCATION L X I L co M rn II BUILDING IN • 4t'613.00 SF PAD I 4_� C CU M (D U) L41.2 U_ .j -C -a (a (y 0 W CN) a _0• .6-0 C: 00 0) m < ICU > to CD U1) C) LO LL 0 LL C CU _j < CO E 0 W F- 04 t-- < Q0 '0" 0 5 U) CY) 00 0) C: < E < 0 cc cc :3 X LL CU 0 0 3: 0L Z < X < >_ C) N > CJ) ct) =) CL X 0 M c1r) 04 0) d C, _I0_ N C cu .j Td, 13E REMOVED DROP-OFF AREA W a. F a. W" WATER PRESSURE ON BOUNDARY LINE Z 0 3 0 '3 0 to W 'U 'AA JAA ZOEIVED R 0 o 0 jo 0 0 0 0 4' cc 20E r • 07 0 • TO CITYOr FEDE ALWAY BUII DING GEP& Now PR,QP,QSFQ E TO 13E RIGHT-OF-WAY LU 1ST AVENUE S.\1 REMOVED @ 2005 Abbey Road Group, LLC, Puyallup, WA All rights reserved. > - - ----- -- Ilk W These drawings, plans, specifications and other documents, including those in electronic form, 0 - ----- - are owned by Abbey Road Group, LLC and it retains all common low, statutory and other F- - ------- ------- Z he rights, including copyrights. 00 OD W These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written W consent of Abbey Road Group, LLC. CD Z 0 W rn These plans, drawings, specifications and other documents are conceptual only and are > 4 preliminary. They should be considered informational only and incomplete. Do not rely upon them W W 0 until they ore finalized. L"qkl: R�