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17-105485-PC. Ft - � CITY OF ., Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor January 4, 2018 Christian Faith Center 33645 20'h Avenue South Federal Way, WA 98003 RE: File #17-105485-00-PC; PREAPPLICATION SUMMARY LETTER Christian Faith Center — School Building Shell, 33652 201h Ave S, Federal Way Dear Applicant: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held December 14, 2017. We hope that the information discussed at that meeting was helpful in understanding the general requirements f6r your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Dave Van De Weghe, 253-835-2638, david.vandeweghe@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 The applicant proposes construction of a two-story, 37,057 sq. ft. warm shell building to serve the on -site school. 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. Christian Faith Center January 4, 2018 Page 2 • Planning Division o The City and Christian Faith Center entered into a Development Agreement (DA) on July 21, 2004. The DA governs development standards and mitigation requirements for the two -phased construction of a church, school and associated improvements. • Public Works Development Services Division o Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage Review. + Public Works Traffic Division 1. Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency permit with application fee of $8,505.00 required for the proposed project. 2. Frontage Improvements (FWRC 19.135.040) -- Frontage improvements were constructed for the entire site, including the school. However, Frontage improvement on S 336"' St. west of 20t" Ave S was not constructed to the current standard. If the proposal meets the 25 percent threshold criteria, the applicant would be required to construct the improvement as identified in the FWRC 19.135.030. 3. Transportation Impact Analysis (TIA) — A TIA prepared by a licensed engineer in Washington is required to assess other significant project impacts and determine appropriate mitigation measures not identified in the concurrency analysis. The TIA shall also include trip generation to determine the number of trips generated by the development. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. PLANNING DIVISION (Dave Van De Weghe, 253-835-2638, d avi d.va n d ewe-ah e()gi:tyo ffed eralway.co m } Land Use Approval — The City and Christian Faith Center entered into a Development Agreement (DA) on July 21, 2004. The DA governs development standards and mitigation requirements for the two -phased construction of a church, school and associated improvements. Per the DA, the proposed school is allowed outright unless the agreement is amended. No Land Use application is required for this project. 2. General Regulations — The DA establishes the following standards for the school building in Sec. 9.1. b. Setbacks: Front = 50 ft.; Side and Rear 50 ft. c. Height: 40 ft. above average building elevation, with up to 3 additional ft. allowed for articulated cornices. d. Maximum Building Size: 101,526 sq. ft. gross floor area. e. Maximum Enrollment in the School and Daycare (combined): 900 full time students. f. Parking: Minimum stalls = 1,406; Maximum stalls = 1,540. 17-105485-00-PC Doc I D 76858 Christian Faith Center January 4, 2018 Page 3 3. Critically Sensitive Areas — According to the City's Critically Sensitive Areas map, wetlands are present on the site. Wetland mitigation is addressed in the amended DA from 2007, based on a wetland study performed for a wetland intrusion application approved on April 23, 2004. 4. State Environmental Policy Act (SEPA) Environmental Review — Per Sec. 6 of the DA; "The project has been subject to detailed environmental review. A Final Environmental Impact Statement ("FEIS") was issued on March 3, 2004, and addenda were issued April 16, 2004, and May 21, 2004. Mitigation of significant adverse environmental impacts imposed under SERA, through the City's SEPA regulations, is incorporated into the Agreement." Additional SEPA review is not required unless the project differs from the DA or conditions on the site have changed substantially. 5. Wetland Mitigation —Christian Faith Center shall comply with all conditions contained in Exhibit H to the DA (DA, 9.7). 6. Landscaping— Christian Faith Center shall provide a combination of existing and new native landscaping to accomplish Type III landscaping along all property lines and public rights -of -way and access easements (DA, 9.1.3.1). 7. Recreation Areas — Exterior recreation and play areas shall be provided in a minimum amount of 27,026 sq. ft. in the school yard and a minimum 100,000 sq. ft. in the recreation/sports field (DA, 9.1.5.4). Community Design Guidelines — Review of the proposal under the city's design guidelines, FWRC Chapter 19.115, is required for the project, as the DA does not specify design requirements. The principal applicable guidelines for the project are noted below. However, this does not necessarily include all applicable guidelines, and project designers must consult the guidelines in their entirety in preparing an application. The application must include a written narrative identifying how the proposal complies with the applicable design guidelines, as detailed. o FWRC 19.115.060 Building Design — Refer to all sections of this chapter for building design standards. Key sections include: i. (1) General Criteria (c) ii. (2) Building facade modulation and screening options — (a), (b), and (c) All building facades are both longer than 60 feet and visible from either a right-of-way or residential use or zone and therefore shall incorporate facade treatment according to this section. Subject facades shall incorporate at least two of the four options on each facade. Options intended to break up the mass of large buildings include: (a) facade modulation (minimum of 6 feet in width by 2 feet in depth); (b) landscape screening; (c) canopy or arcade; and (d) pedestrian plaza. Building facades visible from rights -of -way should incorporate methods of articulation and accessory elements in the overall architectural design, for example display windows, window openings with visible trim material, vertical trellis, artwork, decorative masonry or metal patterns or grillwork, relief, material variations, etc. 9. Rooftop Mechanical Equipment — Per FWRC 19.110.070, vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the 17-105485-00-PC Doc I.D. 76958 Christian Faith Center January 4, 2018 Page 4 architecture of the building and obscures the view of the appurtenances from adjacent streets and properties. Please provide screening details on the elevation drawings. 10. Fees — Please contact the Permit Center at 253-835-2607 or permit.center@cityoffederalway.com to confirm application fees. Please note that the building permit process is separate from land use review and is subject to fees, procedures, and review timeframes. You can submit a building permit application any time. However, no building permits can be issued until a SEPA determination is made by the SEPA Official and Land Use approval is granted and appeal period completed. No clearing, grading, or filling actions may occur on site in advance of the SEPA, land use permits, building or grading permit, or other approval processes as required by the City. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage Review. At the time of land use site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1" = 100', five-foot contour planimetric maps in GIS format that may be used for basin analysis. Since a TIR was recently approved for this project, applicable portions, such as the downstream analysis, may be inserted into a new TIR, or the approved one may be amended to reflect how the project meets the 2016 KCSWDM. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility to meet this performance criteria. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 5. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction storm water permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at hM://www.ecy.wa.gov/ ro amslw /Stormwater/construction/index.html or by calling 360-407- 6048. Right -of -Way Improvements See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for traffic related items. 17-105485-00-PC Doc, LD 76858 Christian Faith Center January 4, 2018 Page 5 Building (or EN) Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City. Engineering review fees are $2,430.00 for the first 12 hours of review, and $135.00 per hour for additional review time. Fees may change in January 2018. 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. In addition to engineering approval, projects that will be filling or grading in the area of the future building pads are required to obtain a separate grading permit from the Building Department. 3. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at hqp://www.cinoffederalwgy.com/index.aspx?iiid=17.1 to assist the applicant's engineer in preparing the plans and TIR. 4. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. Bonding was provided for the previous building permit and is currently in place. This bond may be replaced or continue to be used. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two- year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 6. 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. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. 9. Temporary Erosion and Sediment Control (TESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. 17-105485-00-PC Doc. LD. 76858 Christian Faith Center January 4, 2018 Page 6 PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robs ci offederalwa .corn Solid Waste & Recycling Design Considerations Trash Enclosure Placement and Screening. - Sheet C2 (2 of 9) shows an area labeled "TRASH / RECYCLE" that is set at an angle amid parking spaces to the north of the School Building Pad. This area matches an existing paved area on the site, and is larger than the minimum 175 sq. ft. trash enclosure FWRC requires (per the School Building Pad's proposed square footage). Additional factors to address for the trash enclosure design include drainage management, concrete surfacing, and matching the enclosure's design with the primary structure. Please refer to the enclosed Design Requirements for Solid Waste Enclosures and Receptacles (an Appendix of the Public Works Development Standards). This Appendix addresses trash enclosure requirements per FWRC 19.125.150, and also outlines related surface water protection requirements. Solid waste and recycling design considerations include: • Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard debris, hazardous waste, or biohazard collection containers. Minimum recycling space allocation is established by FWRC 19.125.150. • For basic solid waste and recycling needs within a single enclosure, clear interior dimensions measuring 10' deep by 20' across are recommended, along with a two -door swing -open or roll - open gate that spans the front width of the enclosure. When gate doors are opened, no structure or hardware should remain above grade across the enclosure opening. Gate pins/holes are preferred for holding gates in closed and open positions to ease service access and maximize the life of gate hardware. • Sites may require a larger enclosure, or multiple enclosures, to accommodate on -site user access and/or additional waste types and containers. • Plan for user access to interior waste and recycling storage areas/containers, and to exterior containers screened by enclosure(s). • Plan for unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential `blind spots' during ingress and egress. ■ Consider landscaping, setbacks and screening requirements [based on FWRC Section 19.125.040 (4) & (5)]. • Note that larger -scale commercial or multi -unit housing developments may see long-term savings from the use of on -site waste compaction equipment. Planning for this equipment may require larger enclosure dimensions, defined overhead clearances, consideration of power utility access, and drainage management. • Mixed -use developments may also benefit from on -site waste compaction equipment. Additional mixed -use development considerations include: o Designated chutes and/or internal facility maintenance areas or services for tenants, o Moving waste and recycling streams from interior units to collection areas, and o Access by business tenants and/or residents to exterior waste and recycling areas. Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste Management. Contact: John Davis — Senior Route Manager at 206-786- 4530 (cell). 17-105485-00-PC Doc, I.D. 76958 Christian Faith Center January 4, 2018 Page 7 PUBLIC WORKS TRAFFIC DIVISION Sarady Long, 253-835-2743, saradv.long(a?cityoffederalway.com Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for 37,057 square -foot shell building for on -site school, the Institute of Transportation Engineers (ITE) Trip Generation — 10`'' Edition, land use code 536 (Private School — K-12), the proposed project is estimated to generate 204 weekday PM peak hour trips (staff estimate based on ITE LUC 530). 2. A concurrency permit is required for this development project. The PW Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). The estimated fee for the concurrency permit application is $8,505.00 (51 - 500 Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) As part of the site development, it appears that the identified pro-rata share mitigation was paid for the entire site, including the proposed school building. As such, the proposed school building would not be subjected to the traffic impact fee system. However, additional trips above those assumed to be generated by the school would be subject to the applicable traffic impact fees. Transportation Impact Analysis (TIA) (FWRC 19.135) A transportation analysis was performed for the entire site over 13 years ago. The City cannot support using this outdated transportation analysis for the proposed school, due to changes in the exiting condition. Furthermore, the school portion of the property was not developed within the specified period per the phasing requirements of the agreement. A Transportation Impact Analyses (TIA) to identify transportation impacts of development projects and provide appropriate mitigation measures is required. 2. A Traffic Impact Analysis (TIA) prepared by engineer licensed in the state of Washington is required for this development project. The engineer should contact the Traffic Division for a scoping sheet in the initial stages of their study. The TIA should include the following analysis: ■ A specialized land use trip generation study for the proposed private school. • Neighborhood traffic safety outreach along 20"' Ave S to determine traffic impacts and potential measures to enhance or eliminate movement restrictions at intersection of S 336"' St. and 20"' Ave S. ■ Analysis of intersections impacted by 100 trips in the weekday morning and Saturday peak hours. 17-105485-00-PC Doc. I.D. 76858 Christian Faith Center January 4, 2018 Page 8 ■ SR 99 and S 3441' St. — LOS analysis to determine the extent of CFC's impact/contribution to the traffic at this location and determine if additional improvement is needed. ■ School bus traffic circulation at the site and queuing at the driveway. Street Frontage Improvements (FWRC 19.135) The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). The frontages on S 3361h St. and 20"' Ave S were constructed as part of the entire site development. Based on the materials submitted, the applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: S 336"' St. west of 201' Ave S is a Minor Arterial planned as a Type "G", consisting of a 66-foot street with vertical curb and gutter, 6-foot planter strip with street trees, 8-foot sidewalks and street lights in 100-foot right-of-way (ROW). The frontage on S 3361h St. was improved with three lanes, including vertical curb and gutter, planter strip, sidewalks and street lights. However, the street was not improved to the current adopted Type "G" 5 lanes plus bike cross section. The applicant would be expected to construct half -street frontage improvements and dedicate ROW if the proposal meets the 25 percent threshold criteria as identified in the FWRC 19.135.030. The applicant/owner may submit an appraisal for the subject property, or King County Assessor's records may be used. The Public Works Development Services Division will evaluate the submitted appraisal data to determine if the project actually meets the City's 25 percent threshold for requiring street frontage improvements. ■ S 336"' St. east of 20"' Ave S is a Minor Collector planned as a Type "K" street, consisting of a 44-foot street with vertical curb and gutter, 6-Foot planter with street trees, 8-foot sidewalks and street lights in 78-foot right-of-way. The frontage on S 336"' St. east of 20th Ave S has been constructed to meet the adopted current standard. 20"' Ave S is a Minor Collector planned as a Type "R" street, consisting of a 40-foot street with vertical curb and gutter, 4-foot planter with street trees, 6-foot sidewalks and street lights in 66- foot right-of-way. The frontage on 201h Ave S has been constructed to meet the current adopted standard. 2. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $290 ($270.00 plus $20 recording fee). Access Management (FWRC 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. For driveways that serve uses other than single-family residential uses and zero lot line townhouse developments, the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet 17-105485-00-PC Doc, LD. 76858 Christian Faith Center January 4, 2018 Page 9 for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order to provide adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the Public Works Director. BUILDING DIVISION (Peter Lawrence, 253-835-2621, Peter.Lawrenceacityoffederalway.com) International Building Code (IBC), 2015 Washington State Amendments WAC 51-50 International Mechanical Code (IMC), 2015 Washington State Amendments WAC 51-52 Uniform Plumbing Code (UPC), 2015 Washington State Amendments WAC 51-56 & WAC 51-57 International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2017 Accessibility Code, ICC/ANSI A117.1 — 2009 Washington State Energy Code, 2012 WAC 5 1 -11 Building Criteria Occupancy Classification: E Type of Construction: UNK Floor Area: 37,057 Number of Stories: 2 Fire Protection: NFPA 13 Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 A complete building permit application and commercial checklist required (Additional copies of application and checklists may be obtained on our web site at www.cityoffederalway.com.) Submit _5_ sets of drawings and specifications. Specifications shall include: 1 2 Soils report, —2_ Structural calculations, and _2— Energy calculations, —2_ Ventilation calculations. Note: A Washington State Registered architects' stamp is required for additions/alterations (new or existing) of 4,000 gross floor areas or greater unless specifically listed as an "exempt" structure per the Revised Code of Washington (RCW). (Special inspections Forms shall be completed by the FOR and included in the submittal of plans and documents. Forms can be obtained from the plans examiner.) Energy code compliance worksheets are required to be completed and included with your permit application. 17-105485-00-PC Doc. I.D. 76858 Christian Faith Center January 4, 2018 Page 10 A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. Federal Way reviews plans on a first in, first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. Some project may require a third party review or inspection. The cost to cover these fees is the responsibility of the applicant. Any third party fee is in addition to regular permit fees and costs. Review Timing The first comment letter can be expected within 7-9 weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. Other Permits & Inspections Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction.. When required, special inspections shall be performed by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the Building Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. Construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, the general or representative, all subs, the architect or representative, the engineer or representative, electrical contractor, and any other interested party, should attend this meeting. Meetings will occur at the Building Department and will be scheduled by the inspector of record for the project. Site -Specific Requirements • Obtain plumbing permit for plumbing truck line to be installed in the slab. • Obtain mechanical permit for sprinkler pipe freeze protection (RTU drops). • No occupancy of the shell building until tenant improvement permits are issued and all final inspections have been approved by all concerned City of Federal Way departments. • This is a Class III building. Special inspection agency required for the inspection of all fire protection assemblies. 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. 17-105485-00-PC Doe ID, 76858 Christian Faith Center January 4, 2018 Page 11 LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury@lakehaven.org) Water • A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. Proposed 2018 cost for a Water Certificate of Availability is $60.00. • Hydraulic model results (FF #171, copy attached) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s, at no less than 20 psi, is exceeded at a fire flow rate above 4,200 GPM. This flow figure depicts the calculated performance of the water distribution system under high demand conditions. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. • The site has an existing, active irrigation service connection/meter (SvcNo 34859, 2"). ■ A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Non -single-family properties require separate domestic (per building, typically, some exceptions allowed), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections & meters. • To satisfy premise isolation requirements, the installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each service meter is required pursuant to WAC 246-290-490 & Lakehaven standards regarding premise isolation. As low health cross -connection hazards, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required, for each domestic & irrigation service meter. For fire protection, as a low cross - connection hazard, a double check detector assembly (DCDA) or a reduced pressure detector assembly (RPDA) is required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoepfl cr..Lakehaven.org, 253-946-5427) for additional information on premise isolation/BPA installation & testing coordination. • Applicant will be required to complete and submit to Lakehaven a Water Use Questionnaire (WUQ). • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (proposed 2018 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. • Water Service/Meter Installation, 4" (preliminary size), Domestic: $2,380.00 deposit. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. • Water Meter Installation, 5/8"0/4", Fire Protection: $430.00 charge. • Capital Facilities Charge(s)-Water (estimated 15.00 Equivalent Residential Units (ERU)): $40,777.00. Actual amount due TBD by Lakehaven based on applicant's estimated annual total water usage rate (domestic & irrigation, separately). Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 6.00 ERU. Please contact Lakehaven for further detail. Sewer • A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). 17-105485-00-PC Doa I,D. 76858 Christian Faith Center January 4, 2018 Page 12 Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. Proposed 2018 cost for a Sewer Certificate of Availability is $60.00. • A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the sanitary sewer system or any modification (disconnect, re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. In addition to all other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. Also, installation of an externally -located grease interceptor is required for all new restaurants &/or buildings with food preparation/service establishments, size to be determined by applicant's engineer. Also, if applicable, see attached Lakehaven Trash/Recycling Enclosure Standards. • Applicant will be required to complete and submit a Sewer Use Survey (SUS). Restaurants &/or commercial food preparation facilities must install & utilize an externally -located, grease interceptor; size to be determined by applicant's engineer. ■ Execution of a Discharge Agreement will be required, as a condition of Lakehaven issuing the Sewer Service Connection Permit. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (proposed 2018 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. • Sewer Service Connection Permit: $280.00 fee. ■ Capital Facilities Charge(s)-Sewer (estimated 15.00 Equivalent Residential Units (ERU)): $0.00. Actual amount due TBD by Lakehaven based on applicant's estimated annual total domestic water usage rate. Sewer system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 81.88 ERU. Please contact Lakehaven for further detail. General • All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages (htt ://www,lakehaven.or 204/Develo ment-En ing rin ). • All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7243, Chris.Cahan@southkingfire.org) Water Supply Fire Flow The required fire flow for this project is 1500 gallons per minute. A Certificate of Water Availability including a hydraulic fire flow model shall be requested from the water district and provided at the time of building permit application. Fire Hydrants: The 4 existing fire hydrants meet the standard for this project. 17-105485-00-PC Doc. I D. 76858 Christian Faith Center January 4, 2018 Page 13 Fire hydrants shall be in service prior to and during the time of construction. Emergency Access: Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 littp://southkina ire.org!DccumentCenter/Home/View/24 Designated and marked fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Requirements and marking options can be found in title 8 of the Federal Way Revised Code: litp://www.codgitblisliing.com/WA/FederalWa 1 Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Fire Department Lock Box: A mmsed fire department "Knox" brand key box shall be installed on the building near the front entrance. Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite. Fire Sprinkler System: An NFPA 13 firesprinkler Ustem is required. An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire - extinguishing system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 percent less than the correlative water supply curve pressure. Fire Alarm: A Fire Alarm System is required. City Code requires an automatic fire detection system in all buildings exceeding 3,000 square feet gross floor area. The fire alarm system is required to monitor the sprinkler system including water flow. Provide full notification as required by NFPA 72. This fire detection system shall be monitored by an approved central and/or remote station. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. 17-105485-00-PC Doe. I.D. 76858 Christian Faith Center January 4, 2018 Page 14 Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Dave Van De Weghe, 253-835-2638, david.vandewegheOcilyoffederalway.com. We look forward to working with you. Sincerely, Dave Van De Weghe, AICP Senior Planner enc; Design Requirements for Solid Waste Enclosures and Receptacles Lakehaven Enclosures C. Teresa Fortino, Helix Design Group, teresaffa—helixdesigneroup-ne Cole Elliott, Development Services Manager Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Peter Lawrence, Building Division, via email Chris Cahan, South King Fire & Rescue, via email Brian Asbury, Lakehaven Water & Sewer District, via email 17-105485-00-PC Doc. ID 76858 CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE (DRC) Preapplication Conference Sign -In Sheet Christian Faith Center School Building 17-105485-00-PC December 14, 2017 NAME WITH PHONE ;��,� l%ln/t�l� �'►��"' 253-3133c? <T 0�, � �^ kck AOw &,a rmi &4� 5 ai/ j,�� ie 2 -- jk)aV-Pd�b 'hers. S'3- 3 -- 77 cyo-& j� IP Zs'.? ,- �?3 S - 2-73Z DI1W 64 )53 - 1 -676-3: _ate 22174 -1 22 (jMTt4 A F, RECEIVED NOV 13 2017 MASTER LAND USE APPLICATION A DEPARTMENT OF CommuNiTY DEVELOPMENT CITY OF FEDERAL WAY 33325 8`s Avenue South CITY OF COMMUNITY DEVELOPMENT Federal Way, WA 98003-6325 Fed-2609 =ra �� 253-8 www. i Fax deraL y-.0o www.ci tyeffederalway.com APPLICATION NO(S) — / V `J �� r� Date j " Project Name &btak .� ? !AA h, I 19- tLqL`f . voiyw �?41 Property Address/Location �5 X * ✓ beyi A/Z Z Ml' h Parcel Number(s) Project Description "OMy Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information PM _2kC0 Zoning Designation Comprehensive Plan Designation Value of Existing Imorovements international Building of Proposed Improves "ode {iB Occupancy Construction Applicant Name: ci t t "L�i.v� i;u{ f�7 Address: ffTj } 1�ve-1 T t City/Slate: Zip: Phone: Fax: Ewai4 Signature: Agent (if different th Appiicant) Name: Hell X 66,tc.� i 6rtvttp . / W15- iir-h V Address: (a' f l , �- r - City/State:Z� Zip: Phone: <j Fax: E w: Email: cre. hGI�� Signature: Owner Name: A' �� Address: City/State: Zip: Pho Fax: Epaih Signature:/ Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 11/15/17 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: Dave Van De Weghe FOR DRC MTG. ON: 12/7/17 - Internal 12/14/17, 9 a.m. - with applicant FILE NUMBER(s): 17-105485-00-PC RELATED FILE NOS.: 174-103062-00-AD (attached) PROJECT NAME: CHRISTIAN FAITH CENTER - SCHOOL BUILDING SHELL PROJECT ADDRESS: 33652 20TH AVE S ZONING DISTRICT: RM 3600 PROJECT DESCRIPTION: Proposed 37,057 square foot "warm" shell building for on -site school. Development activity on his property is regulated by a 2004 Development Agreement. LAND USE PERMITS: Preapplication conference PROJECT CONTACT: Teresa Fortino, teresaf@helixdesigngroup.net MATERIALS SUBMITTED: Application letter Elevations Site Plan ■r� 1Ie1 ix design group November 10, 2017 Christian Faith School 33645 20th Ave South Parcel #2121049003 Design Review A larger (twice as big) school was previously approved through design review several years ago. Our client chose to incorporate the larger school's design elements and was ultimately approved as a moficiation to the original approval. Building Per li The project was then permitted through the normal building plan review process, approved permit was issued to Donovan Brothers for construction. Christian Faith's fund raising efforts went slower than anticipated and ultimately, an extension of the permit was requested beyond the window of time allowed by the city. Preapplication nferencePrea n Co ference We are requesting that the city provide us (as instructed by Brian Davis) with any additional requirements to issue a new building permit for the Shell Building originally permitted. We are not proposing any changes to the previously permitted building design. Statement of Proposed and Existing Uses Existing Church, school and administrative building will remain without modification. Proposed project will include middle thru high school age classrooms, lab, gym facilities and administrative spaces required for a school. Reactivation of the building shell permit is requested initially. Tenant improvement documents will follow at a later date. RE CEIVED NOV 13 2017 CITY OF FEOE�j4L COM UNirY pEV AY L pM h'i' HELIX DESIGN GROUP, INC. 1 6021 12TH ST E SUITE 201, TACOMA, WA 98424 1 P.253.922.9037 1 F.253.922.6499 i HELIXDESIGNGROURNE7 C:\Users\Teresa\Do uments\Helix Deelp Group\Christian Faith\Preapplimdon\Narrative dmx CITY OF ti. Federal Way 33325 F'thvenue ou Federal Way, WA 98003-6325 (253) 835-7000 www cityoffederalway. com Jim Ferrell, Mayor November 15, 2017 Christian Faith Center 33645 20`' Ave S Federal Way, WA 98003 RE: File #17-105485-00-PC; PREAPPLICATION MEETING NOTICE Christian Faith Center — School Building Shell, 33652 20`h Ave S, Federal Way Dear Applicant: The Community Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee and a meeting with the project applicant has been scheduled as follows: 9:00 a.m. — Thursday, December 14, 2017 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 81h Avenue South Federal Way, WA 98003 We look forward to meeting with you. Please coordinate directly with anyone else you would like to attend the meeting as this will be the only notice sent by the department. If you have any questions regarding the meeting, please contact me at david.vandewe he(o) ,61yoffederalwa .coax, or 253-835-2638. Sincerely, Dave Van De Weghe Senior Planner Teresa Fortino, Helix Design Group, tcresaf r+hclixdesignaroup. g 17-105485-00-PC Doc I D 76859 i r - - I 1 r � AbL Hel 1 x design group - - 1 Elm lil 0 0 a o 0 o appur Heli m O O � M design group LJ V u 33645 20TH AVENUE SOUTH AMERICAN INSTITUTE OF ARCHITECT$ FEDERAL WAY, WASHINGTON 98003 BID SET GEOTEC14NICAL ENGINEER CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER FIRE PROTECTION ENGINEER STANTEC ABBEY ROAD GROUP PC$ STRUCTURAL SOLUTIONS UNIVERSAL REFRIGERATION HULTZ BHU BIDDER DESIGN s1a3 REGISTERED 11130 NE 33RD PLACE, SUITE 200 923 SHAW ROAD SUITE A 1250 PACIFIC AVENUE, SUITE 701 P.O. BOX 614 )III FAWCETT AVE SUITE 100 BELLEVUE, WA 98004 PUYALLUP, WA 9b372 TA WA 98402 AUBURN WA 98037 TACOMA WA 98402 ARC CONTACT: PHIL 14ABERMAN CONTACT: GIL HULSMANN CONTACT: 008 COPELAND, S.E. CONTACT: BRIAN GALVIN CONTACT: TOM UROU14ART PHONE: 425.869.9448 PHONE: 253.435,3699 PHONE: 253.383.2797 PHONE: 253.839.2126 PHONE: 253.363.3257 FAX: 425.869.1190 FAX: 253.446.3159 - B CE McKEAN STATE OF WASHINGTON AREA MAP VICINITY MAP ZONING INFORMATION PROJECT INFORMATION NORTH N.T.S. SYMBOLS GRID LINE DESIGNATION A C,OS. • center oT structure F.O.S. raced structure N (D • oAstin8 Uj d d �U o) SMOI COS. C.O.S. IN Ul d4 A INTERIOR ELEVATION 3A ELEVATION NUMBER IOA A601 5A SHEET NUMBER 7A EXTERIOR ELEVATION ELEVATION NUMBER 66 SHEET NUMBER 300 BUILDING SECTION SECTION NUMBER 100 SHEET NUMBER 400 WALL SECTION SECTION LETTER IOB 514EET NUMBER 500 DETAIL DETAIL NUMBER 3B SHEET NUMBER 700 REVISION 1 REVISION MATCHLINE MA TCHLIN i • NORTH ARROW a NORTH NORTH N.T.S. GENERAL NOTES I. ALL WORK SHALL CONFORM T P 0 APPLICABLE GABLE U 0 ILDIN AND ORDINANCES. G CODES E D NANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS, 4. THE CONTRACTOR SHALL IN5URE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS 514ALL NOT BE SCALED, NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. ALL CONSTRUCTION 514ALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED DETAIL FOR GUIDANCE AND APPROVAL. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, PIPES, CONDUITS AND EQUIPMENT. 9. DIMENSIONS ON PLANS ARE TO FACE OF STUD CENTER OF COLUMN, CENTER OF MULLION, FACE OF CONCRETE, FACE OF MASONRY, FACE' OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED. 10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, 51TE WELDING NIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENdENT TESTING LAB FOR ALL CODE REQUIRED TESTING. GOVERNING CODE TITLE ITY I9 - ZONING AND DEVELOPMENTCODE PARCEL NUMBER 212104-9003 ZONING CHAPTER 19.005 t 19.205 MULTI -FAMILY ZONE RM3600 SPECIAL CONDITIONS ORDINANCE 04-461 SETBACKS 50' ON ALL SIDES BUILDING HEIGHT 40' MAXIMUM (30' . P FOR EVERY ADDITIONAL 5' OF SETBACK) 55' MAXIMUM AT GYMNASIUM LAND USE CHAPTER 19.205.130 PERMIT USES SCHOOLS PARKING REQUIREMENTS CHAPTER ## STANDARD STALL 8.5' x 18' (MINIMUM SIZE) ADA STANDARD STALL 9' x IB' (MINIMUM SIZE) ADA VAN STALL II' x IB' (MINIMUM SIZE) COMPACT STALL 8' x 15' (MINIMUM SIZE) PARKING STALLS REQUIRED (MINIMUM) USE CLA551FICAT/ON (5TUDEN7)4(;0 STUDENTAO 40 STALLS V5E CLASS/FICA T/ON (STAFF) 20 STALLS TOTAL (EXISTING STALLS 5HARED WITH CHURCH) 60 STALLS SEE PROJECT INFORMATION FOR STALLS PROVIDED CODE INFORMATION SEE SHEET GCI00-SHELL AND AND GCI01-TI FOR CODE INFORMATION BUILDING HEIGHT AVERAGE BUILDING ELEVATION (ABE) (FWRC 19.05.010 4 19.05.080) A.B.E. 361.13T MEFER TO SHEET A300 FOR CALCULATIONS) HIGH POINT OF ROOF OVER GYM 396.70' (36.5 FT.. A.F.F.) HIGH POINT OF PARAPET 400.20' (40 FT. A.F.F.) ALLOWABLE HEIGHT PER 40' ABOVE A.B.E. DEVELOPMENT AGREEMENT INSTITUTIONAL USE DESIGN NARRATIVE OF SEPTEMBER 24, 2014 WITH MATT ;SOLUTION TO THE ISSUES OF MODU E EAST FA ADE WILL NOT BE CON51 ILL COUNT AS ONE OF THE TWO SCREENING OPTIONS AND THE SECOND WILL BE BY THE ENTRY CANOPY AND VINE PLANTED TRELLIS NEAR THE NORTHERN SIDE OF THE AT THE SOUTH FA ADE THE SOUTHWEST PLAZA WILL COUNT AS ONE OF THE SCREENINC 4ND A COMBINATION OF CANOPIES AND AN ADDITIONAL VINE COVERED TRELLIS WILL BE T THE NORTH FA ADE THE COMBINATION OF VINE COVERED TRELLIS AT THE WEST FHE CANOPIES AS DRAWN ALONG THE FACADE AND ADDITIONAL LANDSCAPING WILL MEET ENING REQUIREMENTS. (REFER TO LANDSCAPE PLANS AND REVISIONS TO THE SITE AND ANS FOR CHANGES.) SITE AREA ACRES 7.2 ACRES SQUARE FOOTAGE 313,632 SO FT BUILDING AREA FIRST FLOOR 27,79E SQ FT SECOND FLOOR 9,259 SO FT TOTAL 36,557 59 FT OFF STREET PARKING PARKING STALLS PROVIDED STANDARD STALL 153 STALLS ADA STANDARD STALL 3 STALLS ADA VAN STALL 3 STALLS TOTAL 159 STALLS ACCESSIBLE STALLS READ PER BC TABLE 1106.1: 6 FOR EVERY 6 REQUIRED, I MUST BE VAN-ACCES55LE SHEET INDEX GENERAL DRAWINGS STRUCTURAL DRAWINGS G001 COVER SHEET 5001 COVER SHEET G002 SITE PLAN 5002 GENERAL NOTES 6010 PICTORIAL VIEWS 5003 GENERAL NOTE. G020 COLORS AND MATERIALS 5004 GENERAL NOT" SCHEDULE 5005 ROOF MAPS G030 BUILDING ASSEMBLY LEGEND 5100 FOUNDATION PLAN 5101 SECOND FLOOP/LOW ROOF FRAMING PLAN CODE DRAWINGS 5110 ROOF FRAMNG,,PLAN 5200 TILT UP PANEL'PLAN GCI00 - SHELL CODE PLAN - SHELL 5210 TILT UP WALL ELEVATIONS GCI01-TI CODE PLAN REFERENCE T.I. $211 - TILT UP WALL ELEVATIONS 5212 TILT UP WALL ELEVATIONS 5213 TILT UP WALL ELEVATIONS S214 TILT UP WALL ELEVATIONS 5215 TILT UP WALL ELEVATIONS 5216 TILT UP WALL ELEVATIONS 5217 TILT UP WALL ELEVATIONS 5300 FOUNDATION DETAILS ARCHITECTURAL DRAWINGS 5301 FOUNDATION DETAILS 5302 FOUNDATION DETAILS AI00 FIRST FLOOR PLAN 5310 TILT UP PANEL DETAILS AI01 SECOND FLOOR PLAN 5400 FLOOR FRAMING DETAILS AIIO ROOF PLAN 5401 STEEL FRAMING DETAILS A200 SCHEDULES 5402 STEEL FRAMING DETAILS A300 EXTERIOR ELEVATIONS 5500 ROOF FRAMING DETAILS A301 EXTERIOR ELEVATIONS $501 ROOF FRAMING DETAILS :A400 _RIILPIM: SECT:�PhS 5502 ROOF FRAMING DETAILS A 40( BUILDING SECTION 5600 COLD FORMED STEEL DETAILS A0 WALL SECTIONS 5601 COLD FORMED STEEL DETAILS A700 EXTERIOR DETAILS 5602 COLD FORMED DETAILS DEFERRED SUBMITTALS ALL DEFERRED SUBMITTALS SHALL BE SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMITTING TO BUILDING OFFICIAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A RECORD DRAWING SET OF THE APPROVED SUBMITTAL SHALL BE SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF RELATED WORK. PLUMBING DRAWINGS FIRE SPRINKLER DRAWINGS PLUMBING DRAWINGS WILL BE DEFERRED TO FIRE SPRINKLER DRAWINGS WILL BE DEFERRED TO CONTRACTOR'S DESIGN -BUILD SUBMITTAL. CONTRACTOR'S DESIGN -BUILD SUBMITTAL. FIRE ALARM DRAWINGS FIRE ALARM DRAWINGS WILL BE DEFERRED TO CONTRACTOR'S DESIGN -BUILD SUBMITTAL. ELECTRICAL DRAWINGS E001 ELECTRICAL LEGEND 4 ABBREVIATIONS E201 FIRST FLOOR ELECTRICAL PLAN E501 ONE LINE DIAGRAM AND 5CHEDULE MECHANICAL DRAWINGS M-C MECHANICAL LEGEND AND NOTES M-1 FIRST FLOOR HVAC PLAN M-2 ROOF HVAC PLAN RECEIVED NOV 13 20117 IMu Y nIE-VELOP Eery HELIX DESIGN GROUP, INC OWNER CHRISTIAN FAITH CENTER 33645 20TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 CONTACT: GIL HULSMANN PHONE: 253.435,3699 FAX: 253.446.3159 ARCHITECT HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: BRUCE MCKEAN, PRINCIPAL JEFF RYAN, PROJECT ARCHITECT PHONE: (253) 922-9037 FAX: (253) 922-6499 GENERAL CONTRACTOR DONOVAN BROTHERS, INC. 1801 WEST VALLEY HWY N., SUITE 101 AUBURN, WA 98001 CONTACT: DARRELL DONOVAN PHONE: 253,939.7777 FAX: 253.939.7994 COVER SHEET CHRISTIAN FAITH SCHOOL FEDERAL WAY, WASHINGTON REVISION DATE I Permit Review 9/29/14 ommanle DATE JOB NO. 12.01.14 a13.121 BID SET 0001 DRAWING NO. C HELIX DESIGN GROUP, INC.: xo P«I a IN 4oam«A nqy to rBptQ¢M N c^7 fem a b} 6 3 4 5 6 7 e v �a z g" 9 Nm � a hn ^' n Fa` vN O� a o y a% x PL Ln 1� O �s G� o�a A. FLOOR PLAN LEGEND DESCRIPTION SYMBOL AND TEXT ROOM IDENTIFICATION ROOM room name room number NAME 100 DOOR door number, J 3 L min door strike aide clearance dlatancea I'-0'-{,� STOREFRONT GLAZING storefront type SFI ELEVATION surface type deaignatlon EL. 0'-0' .. T.O.B. • top of bearing T 0 F v T.O.F. • top of floor WORK POINT building corner, starting 0 bullding layout reference HP point OCCUPANT LOAD 000 room occupant count EXIT LOAD . <00 exit occupant count FLOOR DRAIN � eloped floor 'El F.D. level floor p F.D. ELECTRICAL PANEL recessed panel � E.P. 1405E BIB refer to plan for —�— location$ H.B. DOWNSPOUT refer to plan for o D.S. size and locations FLOOR PLAN NOTE FOI aee floor plan notes this sheet WALL TYPES DESCRIPTION SYMBOL AND TEXT WALL TYPE 1 3 5/8' METAL STUDS 16, O.C. WALL TYPE 2 6' METAL STUDS 0 16 O.C. WALL TYPE 3 8' METAL STUDS 16' O.C. WALL TYPE 4 CAST -IN -PLACE CONCRETE GENERAL NOTES NOTE I. REFER TO 5NEET 6020 FOR STANDARD ABBREVIATIONS LIST AND BUILDING ASSEMBLIES, 2. PROVIDE MINIMAL NEAT AND LIGHTING AT ALL INTERIOR SPACES, FLOOR PLAN NOTES NO. NOTE -01 5TW COLUMN PER STROM= F02 FUTURE STAIR F03 FUTURE ELEVATOR PIT COORDINATE FINAL SZE WITH ELEVATOR SELECTED 005 4' CONCRETE SIDEWALK WITH CONTROL JOINTS AT 5'-O' O.C. - SLOPE 1/4' P-LF AWAY FROM BUILDING F06 4' CONCRETE SLAB WITH 214' CONTROL JOINT PATTERN - SLOPE 1/4' P-LF AWAY FROM BUILDING FOT BRAKE 5HAPE ALUMINUM CORNER PIECE BY STOREFRONT MANUFACTURER F08 RUN ROOF DRAIN LEADER INSIDE COLUMN COVER OR FRAMED COLUMN F09 30' DIA COLUMN COVER - PAINTED FIO OUTLINE OF ROOF ABOVE FII DEPRESS PORTION OF ENTRY FLOOR SLAB TO RECEIVE FUTURE WALK -OFF MAT - VERIFY REQUIREMENTS WITH MANUFACTURER F14 4' DIA INSULATED INTERNAL DRAIN LEADER TIG14TLINE TO STORM DRAIN A B C I E F I G H I J K 2 9 AMERICAN INSTITUTE OF ARCHITECT,! 5143 REGISTERED ARC 3 E CE M1icKEAN S, k7E Of WASHINGTON HELIX DESIGN GROUP, INC 4 5 FIRST FLOOR 7 PLAN CHRISTIAN FAITH B SCHOOL FEDERAL WAY, WASHINGTON REVISION DATE I Permit Review 9/29/14 ommenta 9 I DATE JOB NO. 12.01.14 a13-121 BID SET 10 A 100 DRAWING NO. 0 HEUX DESIGN GROUP, INC.: Ai"eured. M1bPFdG$itUOnmerA ma)atrcprodJtednprylam«by 2 3 4 5 6 RIIIIIIIII ti A MATERIALS LEGEND MATERIAL PATTERN ARCHITECTURAL CONCRETE WALL PANELS refer to schedule for color and finish, rustication Joint pattern per elevations EXTERIOR INSULATION FINISH SYSTEM (EIFS) refer to schedule for color and finish, reveal pattern per elevations GLAZING refer to schedule for type and color SG • safety glees ELEVATION LEGEND DESCRIPTION SYMBOL AND TEXT STOREFRONT SYSTEM storefront type designation, refer to udndow schedule SFI ASSEMBLY TYPES W • wall type R • roof type. WI S • soffit type F • floor type refer to assembly legend ELEVATION surface type designation EL' 0�-0' -^v T.O.F. • top of floor T.O.F. T.O.B. • top of bearing. ELEVATION NOTE E01 me elevation notes this sheet AVERAGE BUILDING A.E.B. ELEVATION for Gty of Federal Way GENERAL NOTES NOTE I. REFER TO BUILDING ASSEMBLY LEGEND ON 514EET G030 FOR ASSEMBLY TYPES. 2. REFER TO SHEET 6050 FOR STANDARD ABBREVIATIONS LIST. 3. ALL EXPOSED CONCRETE TO BE PAINTED. ELEVATION NOTES N0, NOTE EOl CONCRETE PANEL JOINT E02 4' DIA METAL DOWNSPOUT WITH SCUPPER HEAD WITH OVERFLOW E03 ROOF DRAIN OVERFLOW SPOUT E04 STEEL TRELLIS PAINTED ACCENT - COLOR PT-4 E05 SPLIT FACE CMU BASE WITH COLORED PRECAST CONCRETE CAP E06 WALL MOUNTED EXTERIOR LIGHT FIXTURE E07 STEEL CANOPY PAINTED ACCENT COLOR PT-4 E08 HO' DIA COLUMN COVER PAINTED COLOR PT-1 AND REVEALS PAINTED COLOR PT -I E09 KAWNEER HEAVY DUTY 550 SERIES DOOR WITH STAINLESS STEEL EXTERIOR PULLS. DOOR FACTORY PAINTED TO MATCH STOREFRONT DO CAST -IN -PLACE REVEALS - STOP VERTICAL REVEALS F BELOW THE BOTTOM HORIZONTAL LINES OF THE CORNICE Ell BANDS AT WINDOW HEAD AND SNA PAINTED BODY COLOR PT-1 E12 EIFS CORNICE - MATCH PAINT COLOR PT-3 E13 UPPER HORIZONTAL BAND PAINTED PT-3 E14 BODY COLOR PT-2 E15 EIFS - COLOR TO MATCH PT-1 E16 DOOR - PAINT BASE COLOR PT-2 E17 HIGH IMPACT ABS MECHANICAL SCREEN WITH HORIZONTAL LOUVER PANEL DESIGN - CITYSCAPE, INC. OR APPROVED EIB PAINTED METAL COPING TO MATCH ADJACENT WALL COLOR E19 ALUMINUM METAL ACCESS LADDER ATTACHED TO CONCRETE WALL PANEL - PANTED PT-2 E21 EIFS REVEALS - STOP VERTICAL REVEALS 11 BELOW THE BOTTOM HORIZONTAL LINES OF THE CORNICE EXTERIOR FINISH SCHEDULE ARCHITECTURAL CONCRETE (VERTICAL) PAINT ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER EXTERIOR STRUCTURAL STEEL FRAMING PAINT EXTERIOR STEEL DECKING PAINT EXTERIOR METAL FABRICATIONS PAINT METAL RAILING PAINT EXTERIOR INSULATION FINISH SYSTEM (SIPS) ELASTOMERIC FINISH SINGLE -PLY MEMBRANE ROOFING FACTORY FINISH METAL FLASHING AND TRIM FACTORY FINISH METAL GUTTERS FACTORY FINISH ALUMINUM STOREFRONT AND DOORS FACTORY FINISH ALUMINUM WINDOWS FACTORY FINISH ALUMINUM FLASHING AND TRIM FACTORY FINISH ALUMINUM LOUVERS FACTORY FINISH HOLLOW METAL DOORS AND FRAMES PAINT PVC DOWNSPOUTS PAINT GENERAL NOTESt 1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 8 CHRISTIAN FAITH SCHOOL FEDERAL WAY. WASHINGTON REVISION DATE I Permit Review 9/29/W Comments 9 DATE - JOB NO. 12.01.14 oM121 BID SET 10 A300 DRAWING NO. A I B I C I D I E I F I G I H I I K u0oWmmD'sRI R1.rV.b NCoa. au "f..ma I 4 5 Le] 7 i� N F$- Q an 9 NFL a , Fa ue Q� Q— Pyt, 10 N F Nam' �hV r ~ a O a� A MATERIALS LEGEND MATERIAL PATTERN ARCHITECTURAL CONCRETE WALL PANELS refer to schedule for color and finish, rustication Joint pattern per elevations EXTERIOR INSULATION FINISH. SYSTEM (EIFS) refer to schedule Far color and finish; reveal pattern per. elevations GLAZING refer to schedule for tyvva and color 5G • safety B ,ass ELEVATION LEGEND DESCRIPTION SYMBOL AND TEXT STOREFRONT SYSTEM storefront type designation, gFl refer to window schedule ASSEMBLY TYPES W wall type R .Of type WI 5 soffit type F • floor type refer to assembly legend ELEVATION surface type designation E T.O.F. • top of floor T.O.F. T.O.B. • top of bearing ELEVATION NOTE E01 see elevation notes this sheet AVERAGE BUILDING A.E.B. ELEVATION far City of Federal Way GENERAL NOTES NOTE I. REFER TO BUILDING ASSEMBLY LEGEND ON SHEET G030 FOR ASSEMBLY TYPES. 2. REFER TO SHEET G030 FOR STANDARD ABBREVIATIONS LIST. 3. ALL EXPOSED CONCRETE TO BE PAINTED. ELEVATION NOTES NO. NOTE EOI CONCRETE ANJOINT E02 4' DIA METAL DOWNSPOUT WITH SCUPPER HEAD WITH OVERFLOW E04 STEEL TRELLIS PAINTED ACCENT COLOR PT-4 E05 SPLIT FACE GNU BASE WITH COLORED PRECAST CONCRETE CAP EO8 30' DIA COLUMN COVER PAINTED COLOR PT -I AND REVEALS PAINTED COLOR PT -I E09 KAWNEER HEAVY DUTY 350 SERIES DOOR WITH STAINLE55 STEEL EXTERIOR PULLS. DOOR FACTORY PAINTED TO MATCH STOREFRONT EIO CAST -IN -PLACE REVEALS - STOP VERTICAL REVEALS F BELOW THE BOTTOM HORIZONTAL LINES OF THE CORNICE 52 EIFS CORNICE - MATCH PAINT COLOR PT-3 E15 UPPER HORIZONTAL BAND PAINTED PT-3 E17 HIGH IMPACT ASS MECHANICAL SCREEN WITH HORIZONTAL LOUVER PANEL DESIGN - CITYSCAPE, INC. OR APPROVED EIB PAINTED METAL COPING TO MATCH ADJACENT WALL COLOR E19 ALUMINUM METAL ACCESS LADDER ATTACHED TO CONCRETE WALL PANEL - PAINTED PT-2 E20 ALUMINUM LOUVER - PAINT TO MATCH ALUMINUM SOREFRONT E21 EIFS REVEALS - STOP VERTICAL REVEALS 1' BELOW THE BOTTOM HORIZONTAL LINES OF THE CORNICE E22 PRECAST CONCRETE CAP A 6 I C I D I E I F I G ( H I J I I I I EOI TYP EIB E20 TYP . E12 E12 E19 E18 E18 EOI •5'-0' . EIB E10 TYP E 01 S 3 3 3 3 3 W� EI7 5 o E2 - N - A. E21 TYP EIO • WI WI. 0 EI E02 .. ... .. .. .. :� d. I. FIRST FLOOR � (E) EL. 364.4' Elo TYP - - EAST A.B.E. = 361.T - - EIO TYP (E) EL. 359.0' i EAST ELEVATION I/W - 1'-0' TYP 1.5 I I l I I I ITYP EB3 TYP EOI TYP EIO - TYP - FUTURE 2ND FFLOOR � K No In 9k Helix design group 2 AMERICAN INSTITUTE OF ARCHffElM 5143 REEGIIS ERED ARC B CE WKEAN STATE OF WASHINGTON HELIX DESIGN GROUP, INC (E) EL. 359.5' EIO E09 EOB TYP • (E) EL. 364.4' WEST A.B.E. = 364.95' WEST ELEVATION 11 4' 16, SCALE: 1/8' = 1'-01 EXTERIOR FINISH SCHEDULE ARCHITECTURAL CONCRETE (VERTICAL) PAINT ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER EXTERIOR STRUCTURAL STEEL FRAMING PAINT EXTERIOR STEEL DECKING PAINT EXTERIOR METAL FABRICATIONS PAINT METAL RAILING PAINT EXTERIOR INSULATION FINISH SYSTEM (EIFS) ELASTOMERIC FIN15H SINGLE -PLY MEMBRANE ROOFING FACTORY FINISH METAL FLASHING AND TRIM FACTORY FINISH METAL GUTTERS FACTORY FINISH ALUMINUM STOREFRONT AND DOORS FACTORY FINISH ALUMINUM WINDOWS FACTORY FINISH ALUMINUM FLASHING AND TRIM FACTORY FINISH ALUMINUM LOUVERS FACTORY FINISH HOLLOW METAL DOORS AND FRAMES PAINT PVC DOWNSPOUTS PAINT GENERAL NOTES: I. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. B I C I D E I F I G I H J K 4 5 6 EXTERIOR 7 ELEVATIONS CHRISTIAN FAITH 8 SCHOOL FEDERAL WAY, WASHINGTON REVISION DATE 1 Permit Review 9/29/14 Comments 9 DATE JOB NO. 12.01.14 aM121 BID SET' 10 A301 DRAWING NO. 0HEUXDESIGNGROUP, INC: Am,.h4 .a Ho0alolsaatwaotmol'te,apmdrtadn meTamaby LAND DEV. CLIENT. MANAGER: ABBEY ROAD GROUP CHRISTIAN FAITH CENTER GIL HULSMANN CONTACT: GIL HULSMANN 923 SHAW ROAD. SUITE A 33645 20TH AVENUE SOUTH PUYALLUP, WA 98372 FEDERAL WAY, WA 98003 (253) 435-3699 T (253) 435-3899 T (253) 446-3159 F (253) 446-3159 F GILHOASBEYROADGROUP.COM AGENT: ARCHITECT: ABBEY ROAD GROUP HEUX DESIGN GROUP. INC. GIL HULSMANN BRUCE MCKEAN 923 SHAW ROAD, SUITE A 6021 12TH STREET EAST, SUITE 201 PUYALLUP, WA 98372 TACOMA, WA 98424 (253) 435-3699 T (253) 922-9037 T (253) 446-3159 F - (253) 922-8499 F GILHOABBEYROADGROUP.COM GEOTECH: STRUCTURAL: STANTEC PCS STRUCTURAL SOLUTIONS PHIL HABERMAN 808 COPELAND. S.E. 11130 HE 33RD PLACE. 1250 PACIFIC AVE., SUITE 701 SUITE 200 TACOMA, WA 98402 BELLEVUE. WA 98004 (253) 383-2797 T (425) 869-9448 T (425) 869-1190 F CIVIL ENGINEER: ABBEY ROAD GROUP JOHN CARIB 923 SHAW ROAD, SUITE A PUYALLUP, WA 98372 (253) 435-3699-T (253) 448-3159F ROBERT.CARISW,88EYROADGROUP. COM SURVEYOR: ABBEY ROAD GROUP ROY SNYDER 923 SHAW ROAD, SUITE A PUYALLUP, WA -98372 (253) 435-3699 T (253) 446-3159 F ROY.SNYDER®ABBEYROADGROUP.COM GENERAL. CONTRACTOR: DONOVAN BROTHERS, INC. DARRELL. DONOVAN 1801 WEST VALLEY HWY N., SUITE 101 AUBURN, WA 98001 (253) 939-7777 T (253) 939-7994 F SITE ELECTRICAL: BIDDER DESIGN MECHANICAL: BIDDER DESIGN FIRE PROTECTION: BIDDER DESIGN LEGAL DESCRIPTION PARCEL 2121049003: PARCEL 8 LESS POR FOR BIDS OF FEDERAL WAY BLA #04-102593-OOSU REC- #20041014900006 SO BLA SITUATED IN NW 21-21-4 LY S OF S 336TH ST & W OF SR5 - PORTION TAXABLE PHASING, NU PHASING HAS BEEN PROPOSED. THE PROJECT IS ANTICIPATED TO DE COMPLETED UPON PERMIT APPROVALS AND ALSO AS SPECIFIC TENANTS ARE DETERMINED. LEGEND EXISTING PROPOSED Liz] ASPHALT LT ■ CATCH BASIN ® ® CABLE RISER _ -- CENTER LINE OF RIGHT OF WAY rv—rv-�1 rvw� CLEARING LIMITS CONCRETE n--0-- o-� FENCE LINE ----°- FILTER FABRIC FENCE FIRE HYDRANT (I: ® FOUND MONUMENT AS NOTED Y- 0 GAS VALVE (- F GUY ANCHOR - LIGHT STANDARD LOT CORNERS ^-^'-�-- - - - INTERCEPTOR SWALE 0 JUNCTION BOX PARKING COUNT. © POWER VAULT �^--• �- PROPERTY LINE RETAINING WALL ------ --- RIGHT OF WAY RIP RAP PAD g y o ROCK CHECK DAM C_W CA, ROCKERY .0- TEMPORARY BENCH MARK CHRISTIAN FAITH SCHOOL SEC 21 / TWN 21 N / RGE 04E, W.M. COVE SME.T SITE SPECIFICATIONS -.EXISTING PROPOSED SITE DATA: a C ROOF DRAIN CLEANOUT ASSESSORS/TAX PARCEL NUMBER: 212104-9003 SANITARY SEWER MANHOLE PARCEL/SITE SIZE: 831,533 SF / 19.3 ACRES --SS--' —$S— SANITARY SEWER SECTION/TOWNSHIP/RANGE: 21/21/04 O OO SET IRON PIN WITH ID CAP DEVELOPMENT JURISDICTION: CITY OF FEDERAL WAY r - SITE ADDRESS: 33645 20TH AVE S r�\ SET TACK IN LEAD AS NOTED FEDERAL. WAY, WA 98003 ZONING: RM3600 C? r0\ SET TACK IN LEAD IN BRASS ID DISC DENSITY: PRESENT USE: VACANT(MULTI-FAMILY). Al., r®\ SET RR SPIKE WITH PUNCH MARK SENSITIVE AREAS: --�; PERVIOUS PAVEMENT WETLANDS: TBD. EROSION HAZARD AREAS: LANDSLIDE HAZARD -AREAS: - --�- -• -+- STORM DRAIN LINE - COAL MINE HAZARD AREAS: - ---SD— —SD— STORM DRAIN SEISMIC HAZARD AREAS: CREEKS/STREAMS: LAKES: .�- STREET LIGHT SURVEY MONUMENT STEEP SLOPES(10% OR GREATER): VOLCANIC: cl TELEPHONE RISER SHORELINE CLASSIFICATION: N/A OVERLAY AREAS: ^a•-- �I-• TRAFFIC FLOW IMPERVIOUS AREAS: TRAFFIC LIGHT PERVIOUS AREAS: Q TREE ADJACENT ZONING: .0 0 UTILITY ACCESS MANHOLE NORTH: SOUTH: A • UTILITY POLE EAST. O 11 .O YARD LIGHT - WEST: --W— —W— WATER lI {a WATER METER W 1/ WATERVALVE :< ?♦ WATER REDUCER CALL BEFORE YOU DIG 811 bite Sian SCALE: 1"=W PROJECT.DATA: PROJECT NAME: CHRISTIAN FAITH CENTER ABBEY ROAD. JOBA 13-105 - APPUCANT/AGENT. NAME: ABBEY ROAD GROUP LAND DEVELOPMENT SERVICES COMPANY ADDRESS: P.O. BOX 1224, PUYALLUP WA 98371 PHONE: (253) 435-3699 OWNER/DEVELOPER: NAME: CHRISTIAN FAITH CENTER ADDRESS: 33645 20TH AVENUE SOUTH FEDERAL WAY, WA 98003 PHONE: (253) 435-3699 LOT AREA: 19.3 ACRES SITE AREA: 2.58 ACRES -SHEET Cl COVER SHEET SHEET C2 TESC (NORTH) SHEET C3 TESC SOUTH) SHEET C4 TESC ETAIL -SHEET C5 STANDARD NOTES .SHEET Co STORM PLAN NORTH) SHEET C7 STORM PLAN SOUTH) SHEET CS ROOF DRAIN SHEET C9 STORM DETAILS - - CUT / FILL: CUT-11,800 CY FILL -1.100 CY TBM SW CORNER OF UTILITY VAULT EL = 382.92 NGVD 29 AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME L.S.# DATE CITY OF FEDERAL WAY AS -BUILT DATE CITY OF FEDER PRE CON / TEL PH 35-2700 3 0V APPROVED DATE °O co fr CID O U LL 'L U 1 O LL ll�T V }0 N �• '7•+'y�� pad � - Ws.`., .� Ory Wo M4E' o yy�'ir�s �Q�Sy o� U 0 J ¢ rnm O N ::, E I_w-�Q� C 5 a O a co E p ¢ > ``0, yOaaLL. N ,Ca r V m c6 . � x In N°-mv rn U) awl .G M t)l m O W O. OL M o IN a x `:I J r�_ —x SILT FENCE - SE SEEDING - $� SURFACE ROUGHENING CBINSERT CHRISTIAN FAITH SCHOOL SEC 21 / TWN 21 N / RGE 04E, W.M. TESC (NORTH) PERIMETER CONTROL- EXISTING CURB & GUTTER AROUND CONSTRUCTION AREA CONSTRUCTION ENTRANCE - UTILIZE EXISTING PAVED PARKING AISLES, SWEEP TO PREVENT TRACKING ONTO PUBLIC ROAD GRAPHIC SCALE eo ,; O o curses> V I emb . 20 14 I — (�, O z LL CONSTRUCTION SEQUENCE VJ N 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A L PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT .AND APPLICANT'S CONSTRUCTION REPRESENTATIVE, V 2. PAINT CURB CLEARING LIMITS w E= 3. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. ~ 4.INSTALL OFFSITE CATCH BASIN PROTECTION. 5, ROUGH GRADE SITE BY REMOVAL OF FILL AND INSTALL STORM CONVEYANCE SYSTEM AND 6. INSTALL REMAINING UTILITIES AND BUILDING. U c � 7: FIN.ISH GRADE SITE AND CONSTRUCT SIDEWALKS. 00 8. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. rn Q LL 9 9. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT ai Q ANDYDEBRIS. a 10. f EMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS U COM,+LETELY STABILIZED. 0 4 Tom, ,v �h �F✓ n °i O Wco N L co Z! et . � o a Q = N v 3 0 T O0:a. LL 5 U -q:0 �Q<V V) f(O � M Lb ci NtKMI I NU. AA-AAAAM-M CITY OF FEDERAL WAY AS -BUILT DATE APPROVED DATE 4 0 ;s a. N � •� .cam. N � O cow Q O m d w ! o o N u,S 1�+1 0 O Q O rq ra CHRISTIAN FAITH SCHOOL SEC 21 / TWN 21 N / RGE 04E, W.M. TESL (SOUTH) `o rn \r 'M1r VY 354 352 350 346- -x SILT FENCE PERIMETER CONTROL- EXISTING CURB 6 GUTTERAROUND CONSTRUCTION AREA SEEDING - - CONSTRUCTION ENTRANCE- UTILIZE EXISTING PAVED PARKING AISLES, SWEEP TO PREVENT TRACKING ONTO - S�R SURFACE ROUGHENING PUBLIC ROAD CSINSERT GRAPHIC SCALE 0 5 f0 25 50 _ Q O ( IN MET) ^� 1 i—h a 20 IL '�^./ VJ i� U cc U— U W cn F_ LL L U w a� c U $° 00 sr o a ro 'c U LL PERMIT NO. XX-XXXXXX-XX CITY OF FEDERAL WAY AS -BUILT DATE APPROVED DATE o- a r o a) 5; Wes¢ Q.ro 0oidM O > `p, Q W oc= -Jqr � Ma oM Q -J Oco a� z SEEDING NOTES 1. SEED MIXTURE SHALL BE PER PLAN, AND SHALL BE APPLIED AT THE RATE OF 200 LBS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS EROSION/SEDIMENTATION CONTROL NOTES WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. TO WIRE 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT WIRE MESH SUPPORT FENCE FOR FILTER FABRIC 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND CONSTITUTE AN APPROVAL'. OF PERMANENT ROAD OR. DRAINAGE DESIGN (LAPRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. E: SIZE. " ' AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, (E.G., GEOTEXTILE, ,RITE MAT, CLEAR PLASTIC COVERING). UTILITIES, ETC ). a 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, Wx12' TRENCH CONTROL MEASURES SUCH AS GRADIENT TERRACES, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE o GROUND SURFACE INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND RESPONSIBILITY OF THE APPLICANT/CONTRACTOR ;UNTIL ALL CONSTRUCTION IS SEDIMENT BASINS. APPROVED..\\� \\�\ 5, THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOO N ON THIS PLAN SHALL BE 1 CLEARLY FLAGGED IN THE FIELD PRIOR TO ' a — SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL 'CONSTRUCTION. DURING THE s' MAX. OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS --•---•- SHALL BE PERMITTED, THE FLAGGING SHALL ^ BE MAINTAINED BY THE 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH. PADS SHALL BE INSTALLED AT 2"x2"x5' WOOD POSTS. STANDARD ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS, THE BEGINNING OF CONSTRUCTION AND MAINTAINED; FOR THE DURATION OF THE OR BETTER OR EQUIVALENT ti s PROJECT. ADDITIONAL MEASURES MAY BE REQUIREDl''1i•0. ENSURE THAT ALL PAVED ` 7. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR AREAS ARE KEPT CLEAN AND TRACKING IN THE ROAC'AY DOES NOT OCCUR FOR - BY CONSTRUCTION TRAFFIC. THE DURATION OF THE PROJECT. 8. APPLICABLE IN AREAS OF 5�%% OR LESS SLOPE AND IN 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE`, ONSTRUCTED PRIOR TO OR STEEPER AREAS (<107%7. SLOPE) FOR A MAXIMUM IN CONJUNCTION WITH ALL CLEARING AND GRADING : ACTIVITIES, AND IN SUCH A ; HORIZONTAL DISTANCE OF 100'. USE MULCH OR NETTING OR MANNER AS TO ENSURE THAT SEDIMENT LADEN,:�WAR DOES NOT ENTER THE OTHER TREATMENTS FOR STEEPER AND LONGER SLOPES. DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VI LATE APPLICABLE WATER STANDARDS. 6, THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE �INIMUM REQUIREMENTS FOR WIRE MESH SUPPORT FENCE ANTICIPATED PLASTIC COVERING NOTES (TO BE LOCATED ON THE SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC DOWNHILL SIDE of THE L PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED FILTER FABRIC) OF 6 MILLS AND SHALL MEET THE REQUIREMENTS OF THE STORM EVENTS, AND MODIFIED TO ACCOUNT FOR, CHANGING SITE CONDITIONS (E.G. FILTER FABRIC STATE STANDARD SPECIFICATIONS SECTION 9-14.5. ADDITIONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, MATERIAL N PERIMETER PROTECTION, ETC.). , 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON 7• THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR \\ - ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL AND MAINTAINED ` AS NECESSARY TO ENSURE THEIR CONTINUED PROPER NATIVE BACKFILL R / DIRECTION. ALL SEAMS SHALL BE TAPED OR WEIGHTED FUNCTIONING. \�\\i\�/\ DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL. MIN. /�� 12 INCH OVERLAP OF ALL SEAMS. NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) LINE FILTER MATERIAL IN 8"xl2" 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH . THE TRENCH AND LEAVE MIN 2"EXPOSED_ 2"x2"z5' WOOD POSTS• IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 APPROVED 'ESC METHODS (I.E. SEEDING; MULCHING, NETTING, EROSION BLANKETS, STANDARD OR BETTEa AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ETC.). OR EQUIVALENT AND 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL SILT FENCE FABRIC - 0,02 PERMITTIVITY 4, WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, BE, ADDRESSED WITHIN SEVEN (7) DAYS. FILTER FABRIC FENCE DETAIL IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING 10, THE ESC IF/ACIDITIES ON IINJACTRVE SITES SHALL BE INSPECTED AND MAINTAINED A N.T.S. PERIOD. MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT: 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT ACCUMULATE WITHIN A CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SURFACE WATER FLOW BENEATH SHEETS. SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ADAPTER SKIRT 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS 12. ANY PERMANENT RETENTION/DETENTION .FACILITY USED AS A TEMPORARY RETRIEVAL STRAP FOR RIPS AND DISLODGED ENDS, SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL 3sb MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT as FACILITY IS TO FUNCTION ULTIMATELY AS AN: INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN, NO UNDERGROUND DETENTION TANKS 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. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS, 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX cEOTExnLE D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30, PRIOR TO THE FABRIC (OVERFLOW BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO I�EAKYPASS STORM 24" IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. VOLUMES) DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. SCREEN Is FIBER- - - GLASS REINFORCED POLYPROPYLENE, 2.0 MM OPENING - oj 0 5 0 N a, 0 u U) `N � W � •L U A I� �.I, 4 � T p .� CL J E C <L 0) cb W N ''°n V Q, 0 D� wQ l 0 a N 3' 0 >'0 �aLL co .Q '0 C V Nu3 e u Q CL cv rn SEDIMENT ACCUMULATION PERMIT NO. XX-XXXX-XX �_• XX U W V r n - ##3002 STREAMGUARD CATCH } r BA SfN INSERT FOR TRASH & DEBRIS z o o m APPROVED m y LLI > a w a DATE o o ¢ o o co CHRISTIAN FAITH SCHOOL SEC 211 TWN 21N 1 IRE 04E, W.M. STANDARD NOTES GENERAL NOTES DRAINAGE NOTES 1.>ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR APPROVAL, THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS AT, THE PRECONSTRUCTION MEETING. FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL 2, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED (KCSWDM). 11' SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR. VARIATION FROM THE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. MATERIAL, AND REQUIRED' PIPE BEDDING, TO A UNIFORM GRADE BA SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BA SE. 3. 2, THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO 4 THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED s OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE 5. FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION, 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN LIDS. ' ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT APPROVAL OF ANY OTHER ,CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CONVEYANCE, GAS, ELECTRICITY, ETC.) 7. 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION 8• MEETING,'M ST BE HELD BETWEEN THE CITY OF FEDERAL WAY, .THE APPLICANT;. AND THE APPLICANx4, CONSTRUCTION REPRESENTATIVE.: 9. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB —OUTS).. TUB —OUTS SHALL CONFORM TO THE FOLLOWING: 5. A SIGNER CtPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE CONSTRUCTIONS IN PROGRESS, LOT;'. SO AS TO SERVIC�E ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAMS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS 6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE LIMITED AS NECESSARY TO RENDS THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH 'FREE PER FWRC ,(SC;"IION 19,105.040); NORMALLY THIS I5 7:00 A.M. TO 8:00 P.M., MONDAY OUTLET SHALL HAVE —FLOWING, POSITIVE. DRAINAGE TO AN APPROVED STORMWA7E0 CON . THROUGH FRIDAY, AND 9,00 A.M. TO 8: 00 P.M..ON SATURDAYS. VEYAN—E SYSTEM OR TO. AN APPROVED OUTFALL LOCATION. 1 B. OUTLETS ON EACH LOT. SHALL BE LOCATED WITH A FIVE—FOOT HIGH, 2 X 4 7. CONSTRUCT16N ACTIVITY WITHIN CITY RIGHTS —OF -WAY SHALL BE LIMITED TO THE HOURS OF 8:36 AM TO 3:00 PM. STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECJRED TO THE STAKE. 8, C. PIPE MATERIAL SHAL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN THE KCRS AND, IF" r;NO1-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE ACCEPTABLE DETECTION. . APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS D. THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO E. THE APPLICANT APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONSTRUCTION, LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (LE. POWER, GAS, TELEPHONE, TELEVISION). 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. 12. 13. 14. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTJOIN WITH THE PERFORMANCE OF PLC WWRIEID BY 11W CcDdNTRAC7 R. AINiy WORK WITHIN THE TRAVELED RIGHT—OF—WAY' THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 — TRAFFIC CONTROL, SHALL APPLY. 16 CONTRACTOR SHALL PROVIDE AND INSTALL ALL. REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. 18. PERMIT NO. XX-XXXXXX-XX CITY OF FEDERAL WAY AS -BUILT DATE APPROVED DATE o rn o C- � rn Q m a A U � J W N E C �aMo co- CE 'a O 0. O o<j > p O LL QJ,d;oo1- Oaa NN M rn. ON � ua CONSTRUCTION NOTE 0 OONSTRUCTSTANDAREDDISPERSION TRENCH PER DETAIL SHEET 90F9 O CONSTRUCT DETECTABLE WARNING PATTERN PER DETAIL SHEET 9 OF 0 O CONSTRUCT SIDEWALK PER DETAIL SHEET 9 OF 9 ® CONSTRUCT CATCH BASIN 05 CONSTRUCT V PVC SDR 35 PIPE it Illlr rill r. I 1 q 1;11 It III, DISPERSION TRENCH GRADE BOARD - TRENCH ELEV, LENGTH A= 359.6 39 B = 359.6 33 C = 359.6 39 D = 359.6 27 E = 359.6 50 F= 359.6 50 G= 359.6 32 H= 359B q7 1= 359.6 q7 J = 359.6 78 K = 359.6 28 CONSTRUCT PER FIG 5.2, SHEET 09 GI.APFIC SCATS I 0 5 10 25 50 0^^\ i c INV i im�nm20 aoe 0 z9 i '� 07 UL 0 f�6 c N N E 0 _c U U w [EL M CORNER OF UTILITY VAULT = 362.92 NGVD 29 PERMIT NO. XX-XXXXXX-XX CITY OF FEDERAL WAY AS -BUILT DATE PERMIT NO. XX-XXXXXX-XX APPROVED DATE oo rn �j c rn 3 U- CID o ' n a u10i U o: 0 a�� 2 a QD 0 a) >; WIN.a �Ec��3 CL Tna 0 a =N O > 0 0aa X m 0 0 � _j N ui 3: Q J O � av M C u c � n � Y � m u o a'a Ed � �h w IL o o wN 3u S2 o o ¢ o o ai 4s 354 352 350 346 — --------------34- CHRISTIAN FAITH SCHOOL SEC 21 / TWN 21 N / RGE 04E, W.M. STORM PLAN (SOUTH) t I+ I+ I+ I+ I+ I+ f' o oo + I + I + I I + CONSTRUCTION NOTE DISPERSION TRENCH (D CONSTRUCT STANDARED DISPERSION TRENCH PERDETAIL SHEETS OF 0 GRADEBOARD - TRENCH ELEV, LENGTH O CONSTRUCT DETECTABLE WARNING A= 359.6 39 PATTERN PER DETAIL SHEET 90F9 B= 359.6 33 cm 359.6 39 Q CONSTRUCT SIDEWALK PER DETAIL Du 359.6 27 - SHEET 0OF9 E= 359.6 51 4) CONSTRUCT CATCH BASIN F = G = 359.6 30.6 53 32 © CONSTRUCT 4"PVC SDR35PIPE H= 1= 359.6 359.6 47 47 J = 359.6 78 K= 369.6 28 CONSTRUCT PER FIG 5.2, SHEET C9 GRAPHIC SCALE i 5 1i 25 5p _ 0 ®® 0 ^\ as MZT) •c 0 =3 mon _ 20 a, U) `C `o ) E a—+ N u- `� O -1- -c U) U w / F ORNER OF UTILITY VAULT 62.92 NGVD 29 PERMIT NO. XX-XXXXXX-XX CITY OF FEDERAL WAY AS -BUILT DATE APPROVED DATE a� c coco rn IL o C m m ai O u ° c s U 0 LL � �\ �TO✓d ✓IW Wb m ; 0 a) >; ►W-MQV E c U a_ cc 52 N °)co 0 a. E < .2 0 i n/ LL Qi U 0fZ 7 LL a � J � d) (D SQ.N-M m V Q -i M p M m �t N O U) (1) a2� o � U a= Z o s� �m u$ �y us W z z a > c U Ws 0 O c0 W a IL ¢ z 0 0 Q o o V1 CHRISTIAN FAITH SCHOOL SEC 21 / TWN 21 N / RGE 04E, W.M. ROOF DRAIN 4B 30 A ¢p B ---- ...... .......... ... 12" z"11Y I 318"/tr 9/B"/ir 3re�'r' TYP (RO)h N .------ - ---- - ---------------'--- 4"/1Y SINGLE �114^/ i2^ R00 IA, R07 []A Ll B ,239 SF 2,727 SF 2,268 SF F1 2,717 SF RIDGE Lltr fMEMBRANE SINGLE -PLY ' ROOFING R01 TYP ... _ _ _ ----_. ------ --- H R02 TYP 3,250 SF n5 rvPRj F mow it , rain j N � u oq`\ I R08 INGLE-PLY �B MEMBRANE �,2. ROOFING s/e^/1z^ \ N1 ------ ' I\ SINGLE -PLY f MEMBRANE .._..___. __...—_...-.... - ROOFING i F1/a••/12" TYP R01 aTYP R06 H R03 m m sre°nz' vevlz, va^l+r 318"/17' 3l8"/17' 3/0"/1Y 310"/1Y SINGLE-PLY-� D / ` MEMBRANE ROOFING H 1,881 SF E 3,465 SF �1 fSINGLE -PLY MEMBRANE 1200FI G N F 3,465 SF R05 TYP `SINGLE -PLY MEMBRANE /( ROOFING 2,221 SF are^nY s/e^nz' � GRAPHIC SCALE 0 5 10 ?8 o ■�I o 1 iaoh m 10 M U j •� lAII LL 4— f0 c O LL �L III------...0 U n 48 30 46 40 B lJ F E K I E H DISPERSION TRENCH DATA AREA LENGTH A= 2,727170 = 38.95 = 39 B= 2,268 / 70 = 32.4 = 33 C=2,717/70=38.8=39 D= 1,881 / 70 = 26.87 = 27 E= 3,465170 ,465/70 = 49.5 = 50 F= 3,465 ! 70 = 49.5 = 50 G= 2,221 170 = 31.7 = 32 H= 3,250 / 70 = 46.4 = 47 1= 3,257 / 70 = 46.5 = 47 J= 5,438 / 70 = 77.68 = 78 K= 1,923 / 70 = 27.47 = 28 :RMIT NO. XX-XXXXXX-) CITY OF FEDERAL WAY AS -BUILT APPROVED DATE L o� co0) W m ai O lz a O LL UP aG ..s o icy. 3 0 o 2yo! e o 1 s r o4�`S h V1 � W M � Cb LLJ N 0.� Ia� p O CL OQ =N O > O Q > U- = M N� _ � x0 Ma oM co, U) n: `� .4 S U °m N iCcru J > Q cb m 0 Q w 2 w 0 0 2 0. in j a Q m o 9 0 G o ¢ m g 6 N U w _ a N 4 %pipeO.D 1'-01 /I I'•01 ndr xxdn Ile rd cap or plug flow to second a d ispersal treno h 710 Olean out wye from pipe it necessary a'c °e a 4"or6"perbraiedpipelaid flatpevel .notched. A o 4 grade board 4 2'X2'notchas; v P P type 10Bwisolidower(locking) type I 08 ° - w/solld coffer �° a Influe nt p ipe(nYax ckasig n d cfu0 flow-10.5CFSpertreneh) s "q.clean outwy3 from pipe a 4° flow to othe r PLAN b ram hing C B's MS as necessary fpipeO.D. galuaniredboIto L. / .� -��-- -� �+a-2" �s^ 2" x12' pIB&sure P° e P9 board notches 2 " ttemadgrada p 4"or®' paNaraRad bowl Oq e P pipe lad flat NOTES: 4" x 4' support post r1$ ° clean (s.6%fines) 11. This trench shall be construottd so ra' 4. P° g8A„P9 11/$'•014"washed rack as to preVentpoi rltdisohargeand•br erosion. filter fabric 2. Trenches may be placed no closer than 60 feet to one another. (100 feet "1576 trial(forllwyDaTttoUwadnsrgleliiy alongfbwNra) treeirwrt In iurol &mw. 3• Trench and grade board must be I*vaI. Align to follow contoursof site, SECTION A -A 4, Support post spacing as required by NTS so II conditions to ensute grade board remains Isvei. Figure 5.2 - Standard Dispersion Trench with Notched Grade Board' (Typ•) ITYP•1 3"Sh (Typ Sidr Rolled Curb/( Mill ImllON -r n ' rn Groove" (Typ•) Saw cut'Match Line' (Typ•) ewalk �olled Curb/Gutter rDistance will vary Center of /' Dummy Joint (tvp ) Wheel Chair Ramp DETECTABLEF/ARNING as Marked In Field. PATTERN (SEE DETAIL) Restore Asphalt pathway to original location level with back of concrete ramp (Max 8% slope) , �1.DETECTABLE WARNING N... PATTERN (SEE DETAIL) ti DETECTABLE WARNING jA PATTERN AREA SHALL BEYELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8-14.3(3 AI v 6 MIN. MAX. A 1 58 238 PLAN 8 6 8 1 1 2 C 7 3 D 78 171618 f� ELEVATION DETECTABLE WARNING PATTERN DETAIL CHRISTIAN FAITH SCHOOL SEC 21 /TWN 21N / RGE 04E, W.M. STORM D.UNkI-S NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT a .'. PLANTING STRIP.'.%'.'.'.'.'.'.','.'. . MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT, m o 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT v MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 4Nz" DEPTH MAY BE USED IN LIEU OF 2" DEPTH). 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO — — EXPANSION JOINT MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SEE NOTES AT LEFT SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER STRIP. 1/4" DEPTH "V" GROOVE ® MAX. 5' C-C 4. TOOL MARKS, CONSISTING OF 1-INCH 'V'-GROOVES SHALL BE TMr` MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE I EXPANSION JOINTS. i, FULL -DEPTH EXPANSION 31o�wAix %• . 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT ••�'� ':... JOINT ONE FOOT AROUND VALVES MATERIAL. SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND HYDRANTS, POLES, ETC. ADJACENT SIDEWALK. 6, EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE NOTE 1 OF ASTM 0994 (AASHTO M33). °v. EXPANSION JOINT 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NX ALLOWED. 1 A I A VIM 2„ C;, ..... 1/4" 'V' SIDEWALK AND PLANTER STRIP GROOMED FINISH (TYP.) TROWELED PERIMETER (TYP) CEMENT CONCRETE r CURD AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3. SIDEWALK ADJACENT TO CURB 4ROOMED FINISH (TYP.) TROWEL�DSPERIMETER (TYP) 1 CONCRETE CURB AND GUTTER SEE CITY STANDARD /-DETAIL DWG. 3-4 FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND GUTTER SEE NOTE 5. ROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 I VARIES r SIDEWALK 3/8" EXPANSION `JOINT - 1/2" RADIUS �x / 4" CONIC 'P� '. :a t .a .. a.'• 29 T ' FOR CURB & GUTTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES SIDEWALK 2X 2" CRUSHED SURFACING TOP COURSE PLANTER STRIP AS REQUIRED 27G FOR CURB & GUTTER USE DETAIL 3-4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. PERMIT NO. XX-XXXXXX-XX CITY OF FEDERAL WAY AS -BUILT DATE APPROVED DATE 0 0 0 U) CU CIO LL E c�6 U_ (n LL g. U N c U o rn 00 rn rn Q IL m o m N a 0) L 0 u- CJ 0) f� IJ) 00 _I Q m W N -0 0 CL to 5 E oa =2 aD moo, U r of N =i M LO 'U M(L x0 cl). Cal J rn Ci (Mn (n a c M M M LU 1 d' Q p o}D a rn o " m 0 W a ` IW- w a o o ¢ 0 o r=ir 2