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11-102704-PCCITY OF Federal August 1, 2011 Ms. Ingrid Krueger SRG Partnership 110 Union Street Seattle, WA 98101 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 #11-102704-00-PC, PREAPPLICATION CONFERENCE SUMMARY King County Library @ South 320th Street, 848 South 320tb Street, Federal Way Dear Ms. Krueger: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held July 28, 2011. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal 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 Matthew Herrera, 253-835-2638, matt.herrera@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 Replace existing King County Library with new 15,000 square -foot facility. Associated improvements include landscaping, parking, and stormwater flow control/treatment. 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. Nfs. Krueger Page 2 August 1, 2011 • Planning Division 1. Building entrance issue will need to be resolved prior to approving the "alternative methods" for Community Design Guidelines compliance. 2. The department is able to act as Lead Agency for SEPA review. r Public Works Development Services Division 1. Flow Control Facilities and Flow Control Best Management Practices (BMP's) are required per the 2009 King County Surface Water Design Manual and City of Federal Way Addendum (KCSWDM). 2. Water Quality Treatment shall be per the requirements of FWRC 19.30.120 (see below). r Public Works Traffic Division 1. A Transportation Concurrency permit is required per FWRC Chapter 19.90. 2. Street frontage improvements and right-of-way dedication are required along the property frontage on South 320`h Street and 10'h Avenue South per FWRC 19.135.040. 3. Payment of traffic impact fee prior to building permit issuance. 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 (Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com) 1. Zoning Designation and Use — The subject property is designated City Center Frame (CC-F). The library's land use is "Government Facility" as defined by the FWRC. Government facility uses are permitted within CC-F zoning districts. Use Application — As the proposed improvements exceed SEPA flexible threshold limitations (explained in item #3), the library will require a Process III Master Land Use application. Process III is an administrative review conducted by city staff with a final decision issued by the Director of Community and Economic Development. The Planning Division will notify the applicant of application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. FWRC limits the administrative review to 120 days from the date of complete application. The 120-day review period will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification or the land use application will expire. 3. Environmental Review — The project is subject to environmental review under the State Environmental Policy Act (SEPA) as the proposal exceeds flexible thresholds (buildings larger than 12,000 square feet and parking for more than 40 vehicles) pursuant to FWRC 14.15.030(c). The King County Library District may act as Lead Agency for SEPA purposes, or may request the City to assume Lead Agency. The city does utilize the optional DNS method of combined land use and SEPA notifications when environmental checklists are thoroughly completed. If the district acts as 11-102704 Doe, LD.58287 Ms_ Krueger Page 3 August 1, 2011 Lead Agency, the city recommends consultation between staff and the district to identify any mitigation that may be needed prior to issuing a threshold determination. 4. Public Notice — The Process III application will require a 14-day comment period. The Notice of Application soliciting comments will be published in the Federal Way Mirror, posted at the subject property, and the official notice boards within the city. Mailed notice to all residences within 300 feet of the subject property is also required. The applicant is responsible for submitting stamped mailing envelopes for property owners within 300 feet of the library's property. The city's GIS Division can provide this service for a nominal fee. Please see the enclosed handout for further information. Critical Areas — The subject property is within a 5-year and 10-year Wellhead Protection Zone. The applicant is required to submit a Hazardous Materials Inventory Statement that discloses the approximate quantities of hazardous materials that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. As the proposed landscaped area will exceed 10,000 square feet, the applicant is required to prepare a management manual using best management practices (BMPs) and integrated pest management (IPM) for fertilizer and pesticide/herbicide applications. The BMPs shall include recommendations on the quantity, timing, and type of fertilizers applied to lawns and gardens to protect groundwater quality. The manual should be a component of the landscaping plan set. 6. General Zoning Regulations —The following are general zoning regulations applied to government facilities in CC-F zones. This is not a complete list of general regulations and the individual zoning charts within FWRC 19.230.120 should be reviewed prior to final project design. Setbacks Height Min. Lot Size Max. Lot Coverage Parking Spaces 20ft. Front; Oft. Side and 35ft. above average None None 63 stalls or 4.19 Rear. building elevation stalls per 1,000 (ABE). square feet of gross • Except structures • Except structures floor area as shall be setback a within 20-40 feet determined by the minimum of 20 feet of a residentially ITE Parking from the property zoned property Generation Manual line when abutting line are limited to Yd edition. residential zones. 30 feet above • Modifications to the ABE. front yard setback Modifications to may be requested as the height a component of the limitation may be Process III review. requested as a component of the Process II review. I 1-I02704 Doe. I.D.58287 Ms. Krueger Page 4 August 1, 2011 7. Community Design Guidelines — The proposed improvements are subject to an administrative design review conducted by city staff. Project designers shall strive for overall design continuity by using similar elements throughout the project such as architectural style and features, materials, colors, and textures. Building and site design for institutional uses, such as a library, is guided by FWRC 19.115.100. Please include a written narrative identifying how the project complies with all a licable desigp ggidelines. Several guidelines applicable to your project are below. a. Building Fagade Modulation and Screening Options — As all four building facades are longer than 60 feet and visible from rights -of -way or residential uses, all four facades are required to incorporate at least two of the four listed treatments: i. Fagade 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 facade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is met. ii. Landscape Screening — Eight -foot -wide Type H landscape screening along the base of the facade, 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. iii. 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 facade using this option. iv. Pedestrian 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. The above -referenced "two of four" options shall be incorporated along the entire length of the facade, in any approved combination. Options used must meet the dimensional standards as specified above, but if more than two are used, dimensional requirements for each option may be modified. b. Significant Structural Modulation — As all four building facades exceed 120 feet in length and are visible from rights -of -way and residential zones, a significant structural modulation (offset) is required to be incorporated into the building design for each facade. The minimum depth of the modulation shall be approximately equal to 10 percent of the total length of the subject facade (14 feet north/south elevations and 12 feet east/west elevations),' and the minimum width shall be approximately twice the minimum depth (28 feet north/south elevations and 24 feet east/west elevations). The modulation shall be integral to the building structure from base to roofline. It appears on the submitted site plan that a significant structural modulation incorporated on the north and west elevations meet the depth and width requirements. c. Alternative Fagade Treatments — The submitted site plan and elevations do not meet the "two of four" or significant structural modulation requirements and the applicant has expressed desire to request a modification of such requirements. The Director of Community and Economic Development may grant a modification if items listed in FWRC 19.115.100(5) are 1 As calculated from submitted landscape plan. I1-102704 Doc I.D.58287 Ms. Krueger Page 5 August 1, 2011 addressed. Staff is generally supportive of the design methods the applicant has developed except for the building and pedestrian orientation criteria. The current layout shows an insular entrance with a distinct disconnect from the South 320`h Street frontage. Many of the library patrons will arrive from the 320`h Street entrance and most patrons likely identify the library by its official "Federal Way 320`' Library" title; therefore, the main building entrance should be South 320`h Street and a significant amount of the pedestrian amenities should be afforded to this frontage. Staff will consider a structural element, integral to the building, that will guide pedestrians to the proposed north entrance. Please feel free to contact me to schedule a separate meeting to discuss this issue prior to submitting your land use application. d. Pedestrian Circulation — Pedestrian pathways from rights -of -way to primary entrances, from parking lots to primary entrances, and pedestrian areas, shall be accessible and should be clearly delineated. An additional pedestrian pathway should be added to the central and/or_ eastern portion of the parking Iot. Walkways shall be provided between the interior of the project and the public sidewalk and must be a minimum of six feet wide. Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged. e. Pedestrian Areas — Pedestrian areas and amenities should be incorporated in the overall site design. Pedestrian areas include but are not limited to outdoor plazas, courtyards, and seating areas. Pedestrian amenities include but are not limited to outdoor benches, tables and other furniture, and landscaping. Pedestrian areas should be easily seen, accessible, and located to take advantage of surrounding features such as building entrances, open spaces, significant landscaping, unique topography or architecture, and solar exposure. These items have been added within the interior of the project. Opportunities for pedestrian interaction on the 32e Street frontage should also be added. f. Parking Lots — Parking lots should be broken up into rows containing no more than 10 adjacent stalls, separated by planted areas. An additional pedestrian walkway should be added in the central and/or eastern portion of the parking lot. Parking and vehicle circulation areas shall be clearly delineated using directional signage. g. Crime Prevention Through Environmental Design (CPTED) — One aspect of the City's Community Design Guidelines are the implementation of CPTED principles (Natural Surveillance, Access Control, and Ownership) for all new development projects. The enclosed CPTED checklist must be submitted with the formal land use application. h. Appurtenances — Outdoor furniture, fixtures, and streetscape elements, such as lighting, freestanding signs, trellises, arbors, raised planters, benches, and trash receptacles should be incorporated into the site design. Again, many of these items have been incorporated into the interior portion of the property and should also be added along the South 320 Street frontage. i. Lighting — In addition to CPTED lighting standards, the following shall apply: lighting levels shall not spill onto adjacent properties; lighting shall be provided in all loading, storage, and circulation areas; lighting standards shall not reduce the amount of landscaping required for the project; and lighting fixtures should not exceed 20 feet in height and shall include cutoff shields. 11-102704 Doc. I D.58287 Ms. Krueger Page 6 August 1, 2011 8. Landscaping — A landscape plan prepared by a Washington State licensed landscape architect shall be submitted with the formal application. Please follow general guidelines outlined in FWRC 19.125.040 (1) through (26) when preparing the site plan and planting schedule. The following regulations are specific to your proposal: a. Perimeter — A five -foot -wide Type III landscape screen will be required along the entire south and east property lines. Additional five-foot Type III plantings are required along the north property line adjacent to the parking area and the west property line adjacent to lOt Avenue South. A 15-foot Type I landscaping screen will be required along the western and northern property lines adjacent to the RS 7.2 single-family residential zoning districts. b. Parking Lot — For each parking space, twenty-two square feet of interior lot Type IV landscaping (2,046 square feet) shall be provided. Landscaping is required to be installed at the ends of all rows of parking and disbursed throughout the interior parking area. The site plan must list the specific size of each landscape island proposed for interior parking lot landscaping in order to verify the required square footage is provided. The applicant is encouraged to use parking lot landscaping as Low Impact Development (LID) stormwater infiltration facilities if feasible. Modifications — As mentioned during the conference, the applicant is likely to request several modifications to the standards due to circumstances related to security, neighbor encroachment, and need (north property line adjacent to access easement). Please refer to FWRC 19.125.100(8) for modification submittal requirements. 9. Parlang — The proposed 93 stall count exceeds the required minimum as detailed in the 85`h percentile calculation of 4.19 stalls per 1,000 square feet of gross floor area in the ITE Parking Generation Manual 3'd edition. Minimum space and aisle dimensions shall be designed using the enclosed "Parking Lot Design Criteria" information handout. Up to 40 percent of the parking spaces may be designated compact. 10. Tree Retention/Replacement —The city's tree canopy standards do not apply to properties within the CC-F zone; therefore, no retention and/or replacement of trees is required. 11. Clearing and Grading — The applicant is required to obtain clearing and grading plan approval as a component of Process III approval. Please consult FWRC 19.120.040(1) for items that are required to be included on the plan. Any needed rockeries or retaining walls shall be limited to six feet in height as measured from finished grade at base of wall to top of wall with a minimum three-foot landscaped setback at the base of each rockery or retaining wall. Rockeries and retaining walls visible from a public right-of-way or adjacent property shall be composed of rock, brick, or other textured/pattemed wall styles. 12. Forest Practices Permit — The city has assumed jurisdiction over the review and approval of Class IV -General Forest Practices permits. A forest practices application form must be completed if more than 5000 board feet of merchantable timber is harvested from the subject property. The city will review the proposed Class IV -General Forest Practices in conjunction with the Process III MLU application. Please include such activity in the environmental checklist as the Class IV permit is not exempt from SEPA review. 11-102704 Doc I D 58287 Ms. Krueger Page 7 August 1, 2011 13. Garbage & Recycling Receptacles — The design of the enclosure area should be consistent with the architectural design of the primary structures on the site. The enclosure shall be screened from the abutting property by a 100 percent sight -obscuring fence or wall and appropriate landscape screen. The minimum size for the garbage and recycling storage area shall be 65 square feet. 14. Application Fees —Please contact the Permit Center at 253-835-2607 for updated fee schedules for Process III Master Land Use application, SEPA checklist, concurrency, engineering review, and building permit. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be required per the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1" = 100', five-foot contour planimetric maps that may be used for basin analysis. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility to meet this performance criteria. 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. In addition to the KCSWDM, our initial review suggests that FWRC Section 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items are applicable: 1.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; Lb. Redevelopment which involves the construction or replacement of a building footprint or other structure having a surface area of 5,000 square feet or more, or which involves the expansion of a building footprint or other structure by 5,000 square feet of surface area or more; Le. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; Ld. Redevelopment which involves the collection and/or concentration of surface and/or stormwater runoff from a drainage area of 5,000 square feet or more; 1.g. Redevelopment, other than normal maintenance or other than the tenant improvements, but including any increase in gross floor area, in any one consecutive 12-month period which exceeds 50 percent of the assessed or appraised value (whichever is greater) of the structure or improvement 1 t-102704 Doc. LD.58287 Ms. Krueger Page 8 August 1, 2011 being redeveloped. The applicant may provide an appraisal of the improvement. The appraisal must be from a source acceptable to the City. The Director may require the applicant to provide an appraisal from a second source acceptable to the City if the assessed valuation appears to be inaccurate or inappropriate. If more than one appraisal is provided by the applicant or required by the City, the greater of the two amounts shall be used. For purposes of this determining value under this section, improvements required pursuant to FWRC Sections 19.30.090 (nonconforming development), 19.30.110 (street/sidewalk improvements), 19.30.120 (nonconforming water quality improvements), and 19.135.030 (street/sidewalk improvements) shall not be counted towards the 50 percent threshold which would trigger application of this subsection; l .h. Redevelopment of property which drains or discharges to a receiving water that has a documented water quality problem, as determined by the Public Works Director based on a map, plan, water quality monitoring data or a written policy in existence or implemented by the Director prior to submission of a redevelopment application determined to trigger application of this subsection, where the Director determines that the redevelopment requires additional specific controls to address the documented water quality problem. Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM. 4. Detention and water quality facilities for private commercial developments within the City Center Core may be placed underground. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 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 hqp://www.eQv.wa.zQ,Ylpro-rams/sea/paciindex.html, or by calling 360-407-6437. Right -of -Way Improvements 1. See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for traffic related items. Based on available records and the submitted materials, it appears that this proposal meets the 25 percent threshold criteria for requiring street frontage improvements as identified in FWRC 19.135.030. The applicant/owner may submit an MAI appraisal for the subject property, or King County Assessor's records may be used. Development Services Division will evaluate this data to determine if the project actually meets the City's 25 percent threshold for requiring street frontage improvements. If dedication of additional right-of-way is required, the dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must have clear title prior to recording. 11-102704 Doc. LD.58287 Ms. Krueger Page 9 August 1, 2011 4. All stormwater treatment and detention requirements outlined above will be applied to new impervious area within the public right-of-way. Building Permit 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 $824.50 for the first 12 hours of review, and $68.50 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the state of Washington. 2. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.ciiyoffederalwu.com to assist the applicant's engineer in preparing the plans and TIR. 3. Per FWRC 11.05.120, utility service connections to the new library building shall be underground. 4. 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. 5. 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. 6. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 2009 KCSWDM, must be shown on the engineering plans. T 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) Transportation Concurrency Analysis (FWRC 19.90) A concurrency permit is required for this development project. The concurrency analysis will determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development project. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). Based on the submitted materials for a 15,000 square feet library and a 10,000 si ft. credit for existing use, the institute of Transportation Engineers (FIE) Trip Generation - 8 Edition, land use code 590 (Library), the proposed project is estimated to generate approximately 37 new weekday PM peak hour trips. 11-102704 Doc. I.D.58287 Ms. Krueger Page 10 August 1, 2011 3. The estimated fee for the concurrency review application is $1,584.50 (I1 - 50 Trips). This fee is an estimate and based on the materials submitted during the preapplication meeting. The concurrency application fee must be paid in full at the time the concurrency review 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) Based on the submitted materials for a 15,000 square feet library building and a credit for existing use, the estimated traffic impact fee is a42.197.05. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a building permit application is filed and must be paid prior to permit issuance. Street Frontage Improvements (FWRC 19.135) Based on the available records and the submitted materials, it appears that this proposal meets the 25 percent threshold criteria for requiring street frontage improvements as identified in FWRC 19.135.030. The applicant/owner may submit an appraisal for the subject property, or King County Assessor's records may be used. Development Services Division will evaluate this data to determine if the project actually meets the City's 25 percent threshold for requiring street frontage improvements. The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map 111-6 of the FWCP and Capital Improvement Program (CIP) shown as Table III-19 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: South 32& Street is a Principal Arterial planned as a Type "A" street, consisting of a 86' street with curb and gutter, 6' planter strips with street trees, 8' sidewalks, and street lights in a 120' right-of-way (ROW). Assuming a symmetrical cross section, 10' ROW dedication and half street improvements are required as measured from the street centerline. 10`" Avenue South is a Type "S" street, consisting of a 36' street with curb and gutter, 4' planter strips with street trees, 6' sidewalks and streetlights in a 60' right-of-way (ROW). Assuming a symmetrical cross section, 30' foot ROW dedication and half street improvements are required as measured from the street centerline. 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. Please note that these modification requests have a nominal review fee currently at $67. Staff would support a modification for South 320'h Street and 10t' Avenue South to only require right-of-way dedication. Access Management (FWRC 19.135) 1. Access may be further restricted if such access would interfere with the 95t' percentile queue lengths from any existing traffic control device. 11-102704 Doc. I.D.58287 Ms. Krueger Page 11 August 1, 2011 2. For driveways that serve uses other than single-family residential uses and zero lot line townhouse development, the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order to provide adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the Public Works Director. Misc. Safety Related Comments The applicant should contact King County METRO and Pierce Transit for any transit requirements. PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robv@cityoffederalway.com) Solid Waste & Recycling Design Considerations 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). 11-102704 Doc. ID.58287 Ms. Krueger Page 12 August 1, 2011 BUILDING DIVISION (Scott Sproul, 253-835-2633, scott.sproul@cityoffederalway.com) International Building Code (IBC), 2009 edition Washington State Amendments WAC 51-50* International Mechanical Code (IMC), 2009 edition Washington State Amendments WAC 51-52* Uniform Plumbing Code (UPC), 2009 edition Washington State Amendments WAC 51-56 & WAC 51-57* International Fire Code (IFC), 2009 Washington State Amendments* WAC 51 -54 National Electric Code (NEC), 2009 edition Accessibility Code ICC/ANSI Al 17.1-2003 International Residential Code 2009 Washington State Amendments* WAC 51-51 Washington State Energy Code 2009 WAC 51-11 * Washington State Ventilation and Indoor Air Quality Code 2006 WAC 51-13* *Current State Amendments are dated: 06/01/2010 ** 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-l's). Building Criteria Occupancy Classification: A-3 Type of Construction: Floor Area: 15,705 Number of Stories: 1 Fire Protection: Buildings over 5000 sq ft require fire sprinkler systems, and fire alarm systems Wind/Seismic: Basic wind speed 85 Mph, Exposure B 25# Snow load, Seismic Zone D-1 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 5 sets of drawings and specifications. Specifications shall include: x Soils report II-102704 Doc. I.D.58287 Ms. Krueger Page 13 August 1, 2011 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). Energy code compliance worksheets are required to be completed and included with your permit application. A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. Federal Way reviews plans on a first in first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. Review Timing The first comment letter can be expected within 5 to 7 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 • Separate demo permit required. ■ Please note: we anticipate adopting the 2012 edition of the IBC on July 1, 2013. I1-102704 Doc. I.D.58287 Ms. Krueger Page 14 August 1, 2011 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 1. A Certificate of Water Availability (application form enclosed) 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 30 days to issue for typical, 5 days for accelerated, processing. 2. A Developer Extension Agreement (application form attached) will be required to construct new and/or abandon existing mainline water distribution facilities to be able to supply the required fire flow for the proposed development. Either the existing 6" onsite older `main' will need to be entirely replaced with new 8" main or new 8" main will need to extend from the terminus of the 6" older `main' to existing 10" main in S 320th St or on adjacent property. Lakehaven continues to encourage owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, early in the pre-design/planning phase to avoid delays in overall project development. 3. A separate water service connection application submitted to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger service, irrigation, abandonment of existing service(s), etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Non -single-family properties require separate domestic, irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections. 4. The associated Developer Extension Agreement must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven, prior to activating any new domestic or irrigation water service connections. Sewer 1. A Certificate of Sewer Availability (application form enclosed) 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 30 days to issue for typical, 5 days for accelerated, processing. 2. A separate sewer service connection permit (application form enclosed) is required for each new connection to the sanitary sewer system or any modification (re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum 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. 11-102704 Doc. LD.58287 Ms. Krueger Page 15 August 1, 2011 General 1. For any proposed change or increase in usage beyond the level of the water and/or sewer system capacity previously purchased for the property(ies), Lakehaven researches prior system capacity charges paid, if any, and evaluates the subject property(ies) for the existence of any available credits and determination of a capacity `base level' for the subject property(ies). For any new or modified, non-residential connections sought after December 31, 2007, Lakehaven will assess additional Capital Facilities Charges (CFC) to property owners, where increased usage of the water and/or sewer systems beyond the property's established credit level(s), including increases attributable to usage associated with existing service(s), is indicated based on owner's submittal of estimated water consumption figures. Additionally, Lakehaven may levy a capacity rental charge for capacity utilized, based on water consumption records, above the level of capacity available following payment of any additional CFC and/or new or modified service connections as noted herein. The owner has the option to make full purchase of any system capacity deficit at any time. 2. System capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the parcel for water and sewer for 12.80 Equivalent Residential Units each. 2010 site usage indicated levels of 5.81 Water ERU & 6.73 Sewer ERU. Please contact Lakehaven for further detail. Lakehaven's Capital Facilities Charges are calculated on the basis of ERU. Residential equivalency for non-residential connections will be estimated based on anticipated water use (1.00 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 (domestic and irrigation separately) for the property (information from a similar facility may be submitted in lieu of a new estimate). Lakehaven's current 2011 Capital Facilities Charges, subject to change without notice, are $3,097/ERU for water and $2,784/ERU for sewer. 4. 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 Ingham, 253-946-7244, chris.ingham@southkingfire.org) This project will require 2 fire hydrants. Existing fire hydrants on public streets are available for this project. 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 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. 4. A Fire Alarm System is required. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored 11-102704 Doc I.D.58287 Ms. Krueger Page 16 August 1, 2011 by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Matt Herrera, 253-835-2638. We look forward to working with you. Si y, Matthew Herrera Associate Planner enc: Bulletin 001 `Development Requirements' Bulletin 002 `Mailing Labels' Bulletin 003 `Master Land Use Application' Bulletin 021 `CPTED Checklist' Bulletin 041 `Accessible Parking' Bulletin 042 `Parking Lot Design Criteria' Bulletin 050 `Environmental Checklist' Bulletin 056 `Hazardous Materials Inventory Statement' Bulletin 071 `Forest Practices Class IV General' Bulletin 072 `Forest Practices Application' Bulletin 212 `Concurrency Information & Application' Lakehaven Enclosures c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Scott Sproul, Plans Examiner Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District 11-102704 Doc.LD.58287 •k- L_ 1 •-+ -, may. ' .- j' i. �i{'f•��. " � �• iJJ _ _f �i�s�.:'�• i.. �� C�j .c�+'� 1. - "its �' � ..... 'iA � ' � �i�i �!"milli �91�1�■ lid ��il�!?��■'! ��.. t y�.c�®1[` ��' �� `MIMS ■'ski■ fi7s�®®" m am M IMP I UDt RAL %4A- 0: i2Uth% LIBRARY m an- � = FIr]L sm mw— t= a_ 1w. �00 '� •r 1f _• ! lot" PEW ';ter UNTIL: 1�11111 Folk I r Pre -application Conference Sign in Sheet City of Federal Way COMMUNITY DEVELOPMENT REVIEW COMMITTEE July 28, 2011 City Hall 9:00 am. Hylebos Room Project Name: Federal Way 320 Library Address: 848 South 320"' Street, Federal Way, WA File Number: 11-102704-00-PC NAME DEPARTMENT / DIVISION TELEPHONE NUMBER 2. 3. - 4. v F��S i i✓1 �� i Zs 3 yG7zyy 5. 6 M42C &R1Zie4CrrJ ,�'�f'/ai(9�in/t= L7� ri�;,� Ito" 5 7. 5 b. �. �o� l.�L PLr� rr-J 6 p r �<► s o;�. i Z 53 g 35 'Z y3 8. 9. 10. 11. 12. Federal Way 320th Library (July 201 Page 1 of 1 Federal Way 320th Library (July 2011) © 2006: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. http://columbia/tion/map.aspx 7/8/2011 Isaac Conlen From: Isaac Conlen Sent: Thursday, July 07, 2011 11:31 AM To: 'Ingrid Krueger' Subject: RE: Federal Way Library Images and design description Gorid morning Ingrid. I had ;a chance to discus-, these -design issues kv€th the Di: par tent Director, Patrick Doherty, yesterdays. The conclusion we mmme to, in a nutsi-ieN, is as fcdio v s. 'eou've ronvinceous y,,:HA can safls v city code -wit: regard to t• e. .-i dulation issi3e afaErg the front<y`,e.. but ide don't :eel the design rn-ets the intent of :;ode with regard to the entrance �.rie{:tcition, structurai Mz duilatiion I think the proposal generaH E:,eots the 'Alternative lvlethcds` provisions of 19.1€15A,00. Part of the criteria, however, to satisfy 115.100 is that the design iauilding and pedestrian ot:entatioi- pursuant to 9.115.070 or that reason; I feel the issue of entrance orientatiQn (see discussion elow-1 needs to improve for us to agree you are consistent Fith .19.11.5.100 fa lot of ref—encim.-; back and forth, I know - do you folluv, 1. Entrance Orientation Or. entrance orientation, the current design is not nieeG ng tite intent of design guidelines. We rercgrzilze the Iibraryr needs to Hmit it tQ one entrance_ ?lacing that entrance on the opposite side of the i:.i. ildif . Worn t 3r� main :.tr` ei and sijewSJalk) is obviousiy a -na or departure- This entrance addresses the parking lot and the neighbor ,00d to the north, but ignores, tiie street frontage. On a side note l know that people from that neighborhood walk to the lib: ary and they've been v ocai in terms of their interest, l stiil thins' a lot cf patrons (transit users. pedestr ans fmm the city center) who do not drive, wvill apprc ach the huilding from the 320t1, street side (this disparate group of users, however, would not tend to 3e very vocal;. Anvv,;ay - back to rnain point. - we fee: the bui':dinf,1 architecture need, to address INS entrance sorneht?.ly, i=the entrance stays in its current iocation a structural elernent needs'? guide pedestrians to the entrance. By the way, the front setback can be modified 'reduced) upon request, which rnay provide so:-ne flexibility to ai:€dress this issue. € ti link tiler= are some options - €'il wait to see v h,at you come yip with. If you need any like to discuss my corn dents feel free to give me a ca:i. .:�r IvcKifig fors.+ard to working With You oil this project. Retards, Isaac Z1-3 835 2643 From: Ingrid Krueger[mailto:ikrueger@srgpartnership.com] Sent: Wednesday, June 29, 2011 4:06 PM To: Isaac Conlen Cc: 210029 Federal Way Library Subject: Federal Way Library Images and design description Isaac, For your use and review, please see attached for updated exterior imagery and a description of our design in terms of the code requirements - Please let me know if you have any questions. Thank you for your time, ARCHITECTURE PLANNING IN t-F, RIORS 1;0 tln:on �Ire2£: SuiFe �.Q�3 S��aitle; `dY&s�ih.gF�s�' H8'. �f 373:: %.f1. 2fxi n73. f7£}4 ;[..c.psr£r�rsh�p.c�rn S R G P A R T N E R S H 1. 1_ I'N D MEMORANDUM PROJECT NAME: DATE: REVISED DATE: SRG PROJECT NO.: FEDERAL WAY 320TH LIBRARY 06/27/2011 210029 ..................................,....................-...-.-.-...................------.........FRO-.-.....-M:.-....-.---.....-.----......._. ......... :..--- - •.............................-._.........-......... TO: Isaac Conlen, City of Federal Way Ingrid Krueger, SRG _„-,...,.. T................ ..*-",*-.......-.................-..........,....._............. ...... ....................... �........................ ....................................................................... SUBJECT: Code Departure Explanations ... ................................•..................................................--...-.............--•..-....................................- ....... -.......... _� .. _ _.........,.................._b. ........- ...... __.... DISTRIBUTION: ATTACHMENTS: Exterior building renderings Site Plan Landscape Plan The proposed design for the Federal Way 3201h Library departs from the letter of the Federal Way Revised Code requirements in a couple of areas. Please see the following code references and responses for an explanation of the rationales and merits of these departures. Main Entry Door Location Federal Way Revised Code References: 19.115.070 Building and pedestrian orientation — All zoning districts (1) Building and pedestrian orientation, for all buildings except zero lot line townhouse development and attached dwelling units. (a) Buildings should generally be oriented to rights -of -way.... Features such as entries, lobbies, and display windows should be oriented to the right-of-way; otherwise, screening or art features such as trellises, artwork, murals, landscaping, or combinations thereof should be incorporated into the street -oriented facade. (b) Plazas, public open spaces and entries should be located at street comers to optimize pedestrian access and use. (c) All buildings adjacent to the street should provide visual access from the street into human services and activities within the building, if applicable. 19.115.090 District guidelines (3) City center core (CC-C) and city center frame (CC-F). (a) ....parking shall be located behind building(s), with building(s) located between rights -of -way and the parking area(s).... (b) Principal entrance facades shall front on, face, or be clearly recognizable from the right-of-way, and/or from the principal pedestrian right-of-way, as determined by the director, for projects exposed to more than one right-of-way. (d) Pedestrian pathways shall be provided from rights -of -way, bus stops, parking areas, and any pedestrian plazas and public space to primary building entrances. Where a use fronts more than one right-of-way, pedestrian access shall be provided from both rights -of --way, or from the right-of-way nearest to the principal building entrance. Q 1.2010-Projects\210029 -Fed era I Way LibraryulLommunicalions\Project Memos IEK_City of Federal Way -Code Departures doc PAGE 1 OF 5 M E M O R A N D U M Design Proposal Response: The site spans from South 320th street on the south to South 318th Street on the north, meaning that it is exposed to two rights -of -way. Being a major arterial, the right-of-way at South 320th Street could be interpreted to be the primary vehicular right-of-way adjacent to the building. South 318th Street may be interpreted to be the primary pedestrian right- of-way, since most of the patrons who arrive on foot come from the neighborhoods to the north. Per FWRC 19.115.090(3)(a), the parking is located behind" the building, away from view of the primary right-of-way. The library currently struggles with security issues, such as vagrants parking vehicles in the lot for days at a time, creating potentially dangerous situations. This is exacerbated by lack of visibility of the north part of the site. A single entry to the library is called for, both for efficiency of building function and for security. The proposed design locates the entry to the building on the north side of the building, addressing the South 318th Street right-of-way. The entry in this location serves better the larger number of pedestrians, and provides for safer and more secure access from the parking lot to the building. /t also allows for better supervision of the parking lot from point inside the building near the entry and exit point; this is where the circulation desk will be located, and is the primary point of service for staff and patrons. Please note the use of the word "otherwise" in FWRC 19.115.070(1)(a), indicating that alternates to building entry orientation shall be considered. The building design utilizes the largest percentage of glazing allowed by the 2009 Washington State Energy Code (WSEC), emphasizing transparency and visibility through the building from the South 320th Street fagade. The circulation desk and main point of service will be visible through this fagade, giving visitors arriving from this side cues as to the path to entry point. A clear north -south pedestrian pathway will be provided, terminating at the neighborhood streets to the north, and ending in a pedestrian plaza on the south. As a visitor enters the site from South 320th street, the paving pattern and landscape will be visually differentiated from the city sidewalk and vehicle access, and will lead the pedestrian to the front door. Signage will also be of assistance in providing visual clues to the location of the front door. QA2010-Projecls 210029 - Federal Way Libraryl4-Communications%Project Memos\ IEK_Cily of Federal Way -Code Departures doc Page 2 of 5 M E M® R A iN D U M Facade Modulation Federal Way Revised Code References: 19.115.060 Building design —All zoning districts (2) ... all building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use or zone shall incorporate facade treatment according to this section. Subject facades shall incorporate at least two of the four options described herein... incorporated along the entire length of the facade, in any approved combination.... if more than two [options] are used, dimensional requirements for each option will be determined on a case -by -case basis; provided, that the gross area of a pedestrian plaza may not be less than the specified minimum of 200 square feet. (a) Facade modulation. Minimum depth: two feet; minimum width: six feet; maximum width: 60 feet. Alternative methods to shape a building, such as angled or curved facade elements, off -set planes, wing walls and terracing, will be considered; provided, that the intent of this section is met. (b) Landscape screening. Eight -foot -wide Type II landscape screening along the base of the facade, 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 entrance(s). (c) Canopy or arcade. As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the facade using this option. (d) Pedestrian plaza. Size of plaza: Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right- of-way. (3) Building articulation and scale. (a) ... building facades visible from rights -of -way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design, as described in subsection (3)(b) of this section. (b) Methods to articulate blank walls: Following is a nonexclusive list of methods to articulate blank walls, pursuant to FWRC 19.125.040(21) and subsection (3)(a) of this section: (i) Showcase, display, recessed windows; (ii) Window openings with visible trim material, or painted detailing that resembles trim; (iii) Vertical trellis(es) in front of the wall with climbing vines or similar planting; (iv) Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen the wall's surface; (v) Artwork such as mosaics, murals, decorative masonry or metal patterns or grillwork, sculptures, relief, etc., over a substantial portion of the blank wall surface. (The Federal Way arts commission may be used as an advisory body at the discretion of the planning staff); (vi) Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; (v11) Material variations such as colors, brick or metal banding, or textural changes; and (viii) Landscaped public plaza(s) with space for vendor carts, concerts and other pedestrian activities. Q \2010-Projects'210029 -Federal Way Ubrarykl-Communicatlons'\Prolect Memos IEK_C1ly of Federal Way -Code Departures doc Page 3 of 5 M E M O R A N D U M 19.115.090 District guidelines (3) City center core (CC-C) and city center frame (CC-F). (c) Building facades shall incorporate a combination of facade treatment options as listed in FWRC 19.115.060(2) and (3)(b), to a degree that is appropriate to the building size, scale, design, and site context, and according to the following guidelines: (i) Principal facades ... located along a right-of-way... shall incorporate a variety of pedestrian -oriented architectural treatments.... Landscaping shall be used to define and highlight building entrances, plazas, windows, walkways, and open space.... 19.115.100 Institutional uses (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 rooffine. (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. (5) Alternative methods to organize and shape the structural elements of a building and provide facade treatment pursuant to FWRC 19.115.060(2) and/or subsection (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 FWRC 19.115.060(2); (b) The location and dimensions of structural modulations are proportionate to the height and length of the subject facade, using FWRC 19.115.060(2) and subsection (3) of this section as a guideline; (c) Facade design incorporates a majority of architectural and accessory design elements listed at FWRC 19.115.060(3)(b) and maximizes building and pedestrian orientation pursuant to FWRC 19.115.070; 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. 0 \2010-Projects�210029 - Federal Way Library A-Communications\Project Memos. IEK_City of Federal Way -Code Departures doc Page 4 of 5 M E M O R A N D U M Design Proposal Response: Though the project is classified as a `government building,"it is smaller scale than most government development, such as city halls, post offices, etc. The site is zoned as City Center Frame (CC-F); however, it is on the very periphery of the CC-F zone, and is relevant contextually more to the residential development surrounding it on all sides than the commercial development to the east. Therefore, design elements which are "appropriate to the building size, scale, design, and site context' [FWRC 19.115.090(3)(c)] may be interpreted to be lesser in scale than would be required for larger government buildings. This is particularly true of the fagade modulation prescribed in 19.115.100(3). These dimensions are impractical for a building of this size. Furthermore, the program of the Library building calls for flexible and efficient space, indicating that the footprint of the building shall have a regular outline without large indentations. The proposed design addresses the fagade treatment requirements in FWRC 19.115.060, 19.115.090, and 19.115.100 as follows: In lieu of structural modulation horizontally along the fagade, the project proposes modulation in the exterior cladding and materials, and dimensional variations in both the vertical and horizontal directions. The fagade design features perforated metal cladding, used both as a skin on opaque walls, and in a transparent application over glass. The perforated material itself may have variations in opacity or perforation pattern. This not only provides variation in the skin at any time of day, but at night these areas will be rendered transparent by the interior lighting of the building, providing variation in the building at different times of day. The skin will be proud of the glass surface by at least 8 inches - Significant window area will be provided, both to enhance the building's presence on South 3201h Street, and to provide a sense of transparency and visibility into the library reading room. The edges of all window openings will be overlapped with the perforated metal cladding material, adding texture and visual interest to these changes in material. The glass forms a continuous band around the bottom of the exterior walls, but the head height varies, creating significant vertical modulation. While a canopy per se is not appropriate on this side of the building, as it would serve no specific purpose, sunshades are proposed, creating shadow -lines and depth variations, in much the same way that a canopy would. in addition, signage will be provided, which will break up larger areas of opaque wall. The entire front yard of the building will be landscaped, screening the opaque parts of the walls, and adding texture and color variations. Landscape screening of Type IV is proposed (per FWRC 19.115.060(2)(b), Type IV is allowed when the fagade contains at least 50% glass; the current fagade design is comprised of approximately 45% glass, although, at this stage of design, the composition does have some flexfbiliiy). A pedestrian plaza/path is provided at the south entry to the site, beginning at the crosswalk, connecting to the entry plaza, and continuing through to the north entry to the site. The south plaza/path is approximately 3,000 square feet total along its length, and the entry plaza is approximately 2,000 square feet, providing generous and very visible gathering and circulation areas. In accordance with FWRC 19.115.100(4), a sloping roof is proposed, creating a change in scale which increases toward the commercial areas of Federal Way, and is more human -scaled toward the residential developments. As stipulated in FWRS 19.115.100(5)(d), the overall building design incorporates a wide variety of fagade and site treatments, in a concerted effort to add visual interest not only to this site, but to the surrounding neighborhoods, the City Center zone, and the community of Federal Way as a whole. The design recognizes the need for variation and a break in the monotony of developer -built suburban construction, and strives to create a more urban presence, while reacting to the immediate context of the neighborhood. O \2010-Projects\210029 - Federal Way Library'•4-Communications\Project Memos\ IEK_Cny of Federal Way -Code Departures doc Page 5 of 5 RECEIVED STATEMENT OF ARCHITECTURAL DESIGN INTENT Program and Concepts: CITY OF FEDERAL WAY CDS The building has been organized as a pair of objects, in a "servant and served" relationship. The smaller object, or "support bar," houses the staff support spaces, as well as the less flexible public spaces. Staff offices and building operations rooms, study rooms, public toilets are contained in this structure. Programs in this volume serve the larger object. The large, hi -bay object houses the collections and reading areas, as well as the main service and check-out points. The Meeting Room is also contained in this volume, with a minimal, movable enclosure, enabling it to function as part of the larger space. The layout will be flexible to provide "people space" rather than extensive stack space. This structure is public -oriented and comprises the "served" spaces. Structure and Exterior Finishes: The Federal Way 320th Library will provide a unique focal point for the community of Federal Way. The building will begin to create and encourage much -needed variety amongst the developer -built housing and shopping malls so prevalent in the immediate vicinity and throughout Federal Way. The materials will be economical and durable, but applied in such a way as to create a sense of lightness and life. Attention to detail will be exercised, to maximize variety of scale, transparency, and texture. The hi -bay structure will reuse the glue -laminated (glu-lam) wood beams currently in the existing library building. These will be paired with steel to form columns and beams. As an alternate to this design, king -post steel trusses and steel columns are proposed. The hi -bay volume will be clad in modular perforated metal panels. The panels will mostly be backed by solid wall construction, but may extend in front of some punched window openings to provide shading and variation in texture. The bottom of the panels will be elevated off the floor to provide a band of continuous windows all around. The height of these windows will vary, providing more glass and transparency where desired, while still maintaining an appropriate amount of glass as dictated by the energy code and best practices. On the south side of the building, metal sun shades will be utilized to control daylight. These will be of a similar material to the rest of the building so as to appear part of a "skin." The design team is considering many finish options for this metal skin, including various natural patina looks, or applied color. A grid of skylights is proposed, to provide uniform daylight throughout. A lighting study has been completed based on early designs, and has shown that this part of the building will be well -lit using natural light only during daylight hours. The support bar will be constructed of load -bearing concrete block (CMU); in contrast to the lightness of the hi -bay space, this bar will have a sense of weight and stability. At the same time, as much window as appropriate will be provided to admit daylight into the staff spaces, and to allow the staff to properly supervise the parking lot and north site. The entry vestibule provides an opportunity for a special material, currently proposed to be painted metal panel; the vestibule walls will be brightly colored to highlight the entry and invite patrons in. Interior Finishes: The current library is very popular and highly used, and the new building will continue to be so. will be frequently accessed by all sectors of the community, but especially by students of the Federal Way Public Schools district, many of whom no longer have access to libraries at their schools, the elderly, and those without internet or computer access at home. Due to the library's high volume, all interior finishes shall be durable and require minimal maintenance; this is particularly true of materials which will be within reach of patrons. Where applicable, finishes will be per KCLS standards. Sustainable finishes will be considered and utilized wherever possible. Sustainable strategies include: finishes from salvaged sources of materials, finishes made from recycled content materials, finishes that are manufactured locally/ regionally, products with low VOC content, and materials from renewable resources. Collections/ Reading -Room Floors will be carpet. Interior finish of wall surfaces will be a mixture of painted gypsum wall board, wood paneling, and acoustical panels, with rubber or wood base. Ceiling will be acoustic deck; exposed deck and structure will be painted. Circulation Area The floor will be polished concrete on the main east -west circulation path. All other finishes shall be the same as the remainder of the Collections/ Reading Room. Meeting Room Finishes shall be the same as the Collections/ Reading Room. Staff Work Areas/ Offices Floors will be carpet. Walls will be painted gypsum wallboard with rubber base. Ceiling will be suspended acoustical panel system. Break Room Floor will be resilient flooring. Walls will be painted gypsum wallboard with rubber base. Ceiling will be suspended acoustical panel system. Toilet Rooms Floors will be polished concrete. Walls will be ceramic tile, with ceramic tile base. Ceilings will be painted gypsum board. Storage and Utility Rooms Floors will be sealed concrete. Walls will be painted gypsum wall board; plywood backer will be installed at electrical rooms where required. Interior Furniture, Fixtures, and Equipment: All FFE will be per KCLS standards and will be Owner Furnished and installed. KCLS is developing new standards for library shelving and display, to provide various opportunities for discovering and interacting with the available materials. 1�kCITY OF Federal Way July 13, 2011 Ingrid Krueger SRG Partnership, Inc. 110 Union Street Seattle, WA 98101 _tFILE l CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: File #11-102704-00-PC; NOTICE OF PREAPPLICATION CONFERENCE King County Library @ South 320th Street, 848 South 320`h Street, Federal Way Dear Ms. Krueger: The Department of Community and Economic Development 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, July 28, 2011 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 8`h 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 out by the department. If you have any questions regarding the meeting, please contact me at 253-835-2638, or matt.herrera@cityoffederalway.com. Sinc rei , atthew Herrera Associate Planner c: Kay Johnson, King County Library System, 960 Newport Way NW, Issaquah, WA 98027 Doc. I D. 58288 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 12, 2011 TO: Ann Dower, Senior Engineering Plans Reviewer • Development Services ■ Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matthew Herrera FOR DRC MTG, ON: July 21, 2011 - Internal July 28, 2011, 9:00am- with applicant FILE NUMBER(s): 11-102704-00-PC RELATED FILE NOS.: None PROJECT NAME: KING COUNTY 320TH ST LIBRARY PROJECTADDRESS: 848 S 320TH ST ZONING DISTRICT: CC-F PROJECT DESCRIPTION: Proposed replacement of existing library with a one-story 15,000 sqft building. LAND USE PERMITS: Preapplication Conference PROJECT CONTACT: SRG PARTNERSHIP, INC. INGRIDKRUEGER I I OUNIONST MATERIALS SUBMITTED: Satellite Image; Survey; Architectural Plans; Civil Plans; Landscaping Plans 1 Aft Ams� CITY OF Federal Vila -1l l t APPLICATION NO(S) L I ✓ ` v RECEIVED f r�f��yy MASTER LAND USE APPLICATION J U L 0 7 C 1 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'h Avenue South OF FEDERAL WAS' Federal Way, WA 98003-6325 -253-835-2607;Fax 253-835-2609 C D S www.cityoffederalway.cam V_ V _ P� Date r v Project Name Federal Way 320`h Library Property Address/Location 848 South 320'h Street Parcel Number(s) 082104 9222 Project Description New one-story library. approximately 15.000 square feet YKIIN 1 Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination X Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: COmmeIcial/Residential Required Information CC-F Zoning Designation City Center Comprehensive Plan Designation OQ Value of Existing Improvements $5 million Value of Proposed Improvements International Building Code (IBC): Occupancy Type VA Construction Type Applicant Name: SRG Partnership, Inc. / Ingrid Krueger, Project Architect Address: 110 Union Street City/State: Seattle, WA Zip: 98101 Phone: (206) 973-1700 Fax: (206) 973-1701 Email: ikrueger@srgpartnership.com Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: King County Library System / Kay Johnson Address: 960 Newport Way NW City/State: Issaquah, WA Zip: 98027 Phone: (425) 369-3200 Fax: Email: kayjohn@k7�� Signature: 9 Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Ilandouts\Master Land Use Application Use Library Period Weekday Evening Street Peak Code 590 Parameter Gross Leasable Area Quantity 15.000 Studies 11 Outliers 2 Lower Data Range 4.000 Upper Data Range 23.000 $Entering 48 Rate 7.30 Std Dev 3.81 Equation Type Log Coefficient A 0.910 Constant C 2.22 R^2 0.68 Data Close to Rate? y Data Close to Equation? y Closest Data Point R Trips by Rate 109.50 0.00 0.00 0.00 Trips by Equation 108.24 0.00 0.00 0.00 Within Data Range? YES NO NO NO N>2? YES NO NO NO N>19? NO NO NO NO Outliers<5%? NO NA NA NA y-intercept 9.21 NA NA NA Near 0? NO NA NA NA Std Dev/Rate>1.10? NO NA NA NA R^2>0.75? NO NO NO NO RECOMMENDATION RATE STUDY STUDY STUDY Trips 109.50 0.00 0.00 0.00 Weight by Rate 1.92 0.00 0.00 0.00 Weight by Equation 0.68 0.00 0.00 0.00 RESULTS RATE EQUATION AVERAGE Weighted Average 109.50 108.24 108.87 Entering Trips 52.56 51.95 52.26 Exiting Trips 56.94 56.28 56.61 Pass -By$ #N/A #WA #WA Total New Trips #N/A #N/A #N/A Entering New Trips #N/A #N/A #N/A Exiting.New Trips #N/A #N/A #N/A Enter comments Enter Land Use Enter Time Period Enter ITE Land Use Code Enter Independent Variable Enter Quantity of Independent Variable Enter Number of Studies Enter Number of Outlying Data Points Enter the Lowest Data Point Enter the Highest Data Point Enter the Percentage of Trips Entering the Site Enter the Rate Enter the Standard Deviation of the Rate Enter Logarithmic, Linear, Inverse, Semi -logarithmic, or Exponential Enter the coefficient of the variable of the equation. Enter the constant of the equation Enter the coefficient of variation. Enter Yes or No Enter Yes or No Enter Rate or Equation bogy ODU S1% IV4 -A -7.301 is 0oa S� • �� - tA'Z'� 1'rtQ s = t oti-J _ 13 Enter Pass -By Rate 3� `trt�S STEP #3 - Credit/Change in Use (If Applicable) This step applies to development proposal to change existing building or dwelling use. Provide any impact fee previouly paid for the land use category of the prior use IMPACT FEE AMOUNT PAID FOR (Do not include administration fees). PRIOR USE For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the prior use. If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the current impact fee rate in affect for the prior use. Fill out the lines below of the prior use. Proposed Land Use Type (s) Number of Unit of Measure Unit(s) Impact Fee Rate per Preliminary Impact Unit of Measure Fee Amount 1) 2) 3) 5. Library sf/GFA N/A N/A 10000 $ $ $ '"'NONE"' *"NONE" 8.19 $ 81,936.02 81,936.02 STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. Traffic Impact Fee (Before adjustment) 5 122,904.04 Credit/Adjustment including Change of Use $ 81,936.02 Administrative Fee (3%) $ 1,229.04 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 42,197.05 Timing of Traffic Impact Fee (TIF) Payment For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single- family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred, but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions and prior to building permit issuance for un-platted single- family residential lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact fee. CITY OFF Estimate of Development Traffic Impact Fees Federal Way Scroll down and complete the steps outlined below: Please fill in the required information in the yellow highlighted boxes. STEP #1: General Information Enter the following information Project Name King County 320th St. L File Number 11-102704-00-PC Street Address 848 South 320th Street City, State Zip Parcel Number (s) _ Traffic Impact Fee Estimated By SL Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet. STEP #2: Land Use Type Select the proposed Land Use Type(s) from the dropdown memu below. Enter the proposed number of units for the Project 3) 3) 4) Proposed Land Use Type (s) Unit of Measure 5. Library sf/GFA **NONE'* N/A **NONE*' N/A **NONE** N/A Number of Impact Fee Rate per Preliminary Impact Unit(s) Unit of Measure Fee Amount 15000 $ $ $ $ 8.19 $ 122,904.04 $ 122,904.04 N `■ y I 5 l y L m V L 62/46 0100 1t1 9p2q 01610 I �800 122.11 10 )50 N N 89-37-26 W ... - gyp.' Co w ti •y WSJ 0 lt� 0150 ry p11 P'Q� o 0310 z r'r t I 4 eV 9'?s P� oti 9 `' Asa 0300 y3 g j 1 4 00 SF 0110 �' N 3• b 0140 � m ��sr�p0290 . P116ry ry� ,�, ;1.y• z 08 67287 SF 1.59 AC a 1. 54 04?0 3 s1,ts 01306 \" N(zi gz''M1 �wt N 030 ,�ti tQ 2y roy >0 4" 46_ ° B9- 1n h �ryo $h 0270 10 W 10' I `"'�, •: �,' ��y `�� +YS�7�� IS � �`ta►,% i�y1�T - + 1 "FV ry Z(}5�53"_`" — o 'n 5 0120 �� da ly �p 7 5A_31 30 s4 sq. 15 a� 3 p� =? �'ti �' zi3o x' Hal' �'�o S S S� �� — 10,000 86.72 t d . -- NN 9-97-99 W 1 �A.�9 31 �y0 +Y Ss OZ{7[7 30 56.79 31. �u 5 11 4S.@ 1 tiv4 2 N 7 4 w 0.30 n a 1836 SF �t7 N M ❑ Cb1.19 19 w l0 8402 SF" re o N 3.20 AC N 9234 AC 0250 9222 30 ��20 0210 z 0220 583 (P) 0240 �` �'^ o m 102 103 z 264.C5 -+ B8 7& 63k--2'.� p.A35-12' .- k7 89-46-10 W j 4533/262 "Q71536 3927/398 ~ .... r•--- Y.w.r 3927/396 4207/537 t92 8'3 •" Inul �`r'_73p9888p93=I2 N 0 por NINELAKE PARK NO. 1 VOL 62/77 N STA. 7+15 S. 320TH. ST. 5. S. 320TH. ST. a1s-os N 325.40 - -- - — —. ---- -- --- SCC#786634-121 ---•• 7403140102712' 7310230121 7312190065-12' o 1518.82' W. FR. 30 30 I� 0 / P A 6 9533/262 _ _ J'A SE COR. OF SEC. �^ 30 30 • 105.08 it 4533/262 ' d,FO I 17r: 5 89- 6-iD E 175 m � I� 0010 KCSP 977034 AF 7802100926 ytio of N 89-46-10 W I, LOT 1 6) ,� OZ20 N zj 105.26 1 LOT2 l: S. 321 ST. ST. N �+ t,7 ry� ryry „' �� 'Y' �b� y- f N N 89-46-10 W �'h 3 3 OZ404, ! a` N ra N 208.81 N 2 26250 SF 30750 SF c �a 7 ^7~ ¢ 2c 88, i7 g0 9117 9081 OOZO 175 S 89 6-IO E 175 �slo c 0280 a`�' Ja 2 �H 8.4-4fi-37 . 1' W 350 120 y 88 NN % 5 a 4 3 2 i n •N N w '.1 A L C 0230 0210� •�;e 0200 0190 -5g 51 •� ZS-A E 6 .19 z 80 Be rle�If .1 �C p U..) it 6 vf l'�-1_ VJ& / _ I i looz .� N) -0A1n1 ��`1051�vov%_ e36 "' j _4?_I"''( t E r t__ \. C _.� 1 1 st,\, 61 " �or+_h (�It�- I(V� a • rr// ll V 15r[sir••/,,('/n� AJ 50"r�,, L*,� cl ' 1 t rr 50 I 1 1 1 I 1 1 1 Y + s !mow` •<r•- r P - //_� I,T,i11910 ENTAY /RIVE,TYP. OREFER R CIVIL PLANS r " , --N 'J.'_ ,7 _w., ""I I 'r GENERAL NOTES: :1, t , ♦'• 1. See Site Survey for existing conditions. All planting ' , areas will be watered with a fully automatic in -ground irrigation system., 2. Critical Root Zone (CRZ) of existing trees to remain r r during fprotection fo tee area o denotes approximate g inch radius for The CRZ is equ al to one nc a s construction.e o Refer o in r tected i ch diameter f the tree be ... .) each n t ,, yy , "r , r , g r J , i /'° is /i9/ / xi :r'>, AIN AL N ALL N T REM O G RO •:;,:"• XI TIN FE CE O �,<� / ! '> „� i/!/ it/ri ,! .•i�i'!!/ 'i:'';��', yt f /', ? +�:V'^ ✓.. rid''.: 1+ r r Urban Forestry ;: �, Tr Inventory Report prepared b ��-- r to Tree e e ��♦� �::: J v �_ F SI E FROM S 2 I �:+ T IDE y.� :.,' -; N WE S 0 ` <. N S LIE O ,. : S .; x.:. •tiY r $ is ' :::' '{ 'Y•:. • / 7,T t .:'. , � r 1�, ,�•> i •Q / r �',r t Y' •�'':,:••':'li �: ;Y 4. t ,. :�'%� .fit- .r' .' .� / I i for full existing tree data. :1: : v:: ►: .� , /,,,;� t''`t- :,� :. Service o u e s :� , /, f• • f ,Y, :K T STREET 1 r•f J�.• T T S. 3 il l l++• r1 I^ :c /' is s, r i�'� r 2 h %' i• " ' 7•. 'fix:; k. w J ram`. w i', 'ti: r /` 1 j , !` ", / "i} Y t J: , W L minimum o 3 inches i • Y: :,'..�-'' ,' • T I IN AL mine u i I. .,,,: "f�;:,• •r.•�� ;' / �� T NE E I in r will be have a ,� �':�, ::�:�� ' S O All planting areas •� . .R 3 a r' F :�' r c. f r _ P g 0 '%+'n 'l''r: 7:. y." :,,. . % i •„ a• t.> .; Kr ! f• t i" r �^ w- J �1?: ,}.�• ''ib=". :`1P-�, it K r:.)' ' "1 �•' r.. - Y MONUMENT SIGN �: LIBRARY M \\ Y I _;G r" t i'C; \ r : tl :' - '�' J.} ,.�• .D 1. '.,` ''C: 1 ,( •, rx �� + ' y,. h i organic mulch. :', �. of r a y , L: , : << 4 " / r? cA. ?:1 �( .), tip" s+.r,,,; : �: , r' . !. g 1 , r. ti ` a'r :t. :•AJ:. M1' • � . >s': d t• "D 'r• A . ' v jI t. f', 1 • .J i. �• i A 'i r `'fir.. �i`" ..x A r, i 1. • 1 .a i , z" KINSPACES _ •'�. PAR $ � A A G t :v :p aJ i f �? ::�� 'w� Y o 5 of II I nts will be ,� im f 96 a a c �'��+'•'•` �'� 4. Amin um 2 ti 7•' J f, �J Y ,4 A SI " z7^ 1 V •t' tir<' 'T 1', l• Y I TIN R SSWALK 1 :c�' '•u�l ''A.�" �� ••� � � �6~ , N r't' rR /. \ 17.J — 1: :�_:::. � r o of rant. ,i: I ,., drought -tolerant. u ht t e V 1. )., • tt „4.. RAMP TYP:' \ ••. ' +�' :�•.. .`, 1.. AND CURB _ _,�'`r �•.,:: .� ..,,. I / r r• 1� ' `r •u X ;� BUFFER i t P OF E 1 �� ., '��'^ LANDSCAPE B P IL S ,.' REQUIRED 15 TY E :Y R U .r ;r' r. �� .y. v EQ ,•d A r�• wa \ ,5 \ �; �'- �Y. r '�.. n buffer i shown along theproperty ! >: ..:. �, '�: >, :J �:. �.- <:,; 5. T I landscape b e s .. A' a• :tt. 3X . (i,� 1 1 v J t S \ ''v � •7! • $ �' 9 Y J t : •n, f -,9t r , ' .r 1 k .r" 'a:. �• k7. fresidential ro rti in accordance with City t f / 2w, a%" �"':.,` ,xf,. 'a•- K: •A•'Ae>.'%:!K' '4;•'_ lines o properties 1 T 'a �- •: N •• 1' - , .• j I 1' , 1 ��..��•'''�� (f , . y PEDESTRIAN CONCRETE WALKWAY 1 / ; -t7•c �': ,7 . , 5= 531. C,.t,1. .a•. w.kf1\5\4i n / - -' �. �. Y�� .:�:• :.� < ,. (.: of Federal Way standards for solid screens between 1 r i, r.. , : i i� ,c i.: l •w ;:7. . t . •.?. > r 1 z � a, ! •3 ,iY' i lr \ 'T' r I l - / J• L♦ Y 1 R` .� J,/ C' �, r 1 I tt.' \ i 7 '�T: Y' 1. ✓t'1 1 .; ,i,. ., _., • I PAN }�� R T VIL L S • t • r''': •'•� I• R F O C AR E E I �.- •.x. KIN EA 'ncom lib uses. i ��"•• �: PAR G incompatible e 1. rli Y ,' �. t+ v c� t ' a' . i . \ P EXISTING LAW O 1 '.r. �'`a-' L. •�,•• , J♦ \ t:'. i �> �4 - ' .,,tiSc7., rI 'C .1 M�;� 5 Y.A. �.. r�y� : r' r S 'Y :ir 1 �. ) `e c TYP. ,• r' /' l REMAAIN, � ° EMA '', ', 'i \ t • :1 t0 �I, �z' n and spaced a� •II chosen a s \ .. plantings will be se •�'. .� , F T t s - � ,. P I AR A R un cov \ IN ARK N E FEE E 0 pro d er ':,. T WN G C 1 �' *. a Pa l: `�� P� g , M: a '', • `, ` ' "� `. :,\: 1. v ' t. '• ,'1 � {,,, a ( 1 ,.Q ' 1 t V � ! 1 's 'a a :C, `� a 11 7 1 v .'. � r r i �.r U •�. iv I, ice;, ,•� r ', • R AND -. Y• '�.. 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'mot`, ,., ,_:s._`•s•..'- _._., -_._., . _ _..' . __ -' ,- -_ ---. ,..._, __„ _,- -- , /._, ,., ..,...r-,_. -,.... _.., ____ _,_._ ,_,^• _+. �,: 1 __, , ir-__ .__• _. •,-., -,- ..-_ _ _ __ _.__.. _,i1.. ,y" ''„V. \ 4 _. _ - _ _- `_ti _ �-s t� x -, ems•"•, :T%�!" -,..1� _ , - .- , / - _./c --,_. --, . - , _ -, ,.. _,:, � \� T H ENCLOSURE, REFER TO J _� ` _. ,. . _.... .r =- __., _ ._ _; w_ ._. _ _. __ .,��_/ _� � ^� -. _... ,�.. ",__ ., . --_ ._,_..-_ ._. -_ _... _-- -.-,_ ,_,__ __ r CHITECTURAL PLANS _ _. - _. _ _ ._ _ _______ - - _- _._ __ -- ___�__ _ M - _..-41.",: _ _. _ _._, __ _.._ _.._ _ ._ .. _M _ _ . __ -., �z�� _ . �� 'tr-a _.._._.__ •----_ - ._. �----_.-�_.., ti�'�_„� _ --- �.,.-,.•...-_._- ;r.•'-'r:�'_�Na:� � �-a---ter. `_ , -., : ...., . __ ,_,�:,. ., _ ~�.. d .•�M��' i/lye, Yi- X '� RE D TYPE I LANDSCAPE SCREEN I 7%Pr .� _ __ ___ s _ _ _ -�' `�`. J�V=''`" _ - --,,, y _:... - ROU TRASH ENCLOSURE tT 1 __ �_ -____. _ __ _ _ __.___ _._ _ �-._- �, __v _ -'— � .__ ^, r f+ _ 1 I r _� ... _ ` ER TOG FOR RAN Y. _\ A ELATION POW 11 " � _ _ _ Y.11-1 L, . C-\ Q \ I _J, 1___j_ -..-- __J I --- - - --- ��___ - I -.--. --.--- J PLANTING NOTES: ALibrary Planting Area - Low shrubs, groundcovers, ferns and grasses in linear patterns that highlight the character of the building and geometry of the building and parking lot area of the site. The planting will be light in color and texture. It will provide visual interest as visitors approach the building or when viewed from inside the library. The trees along the street side will be small to medium size with light leaf canopy, *Parking Planting Area - Mix of drought -tolerant, northwest native and adaptive low shrubs and .groundcovers in a low evergreen and deciduous understory. Trees will be large to provide shade for parking pavement areas. The planting will be in accordance with City of Federal Way Type III landscaping standards where it abuts the public right-of-way. 1 P C Site Interior Planting Areas - A mix of drought -tolerant, northwest native and adaptive low shrubs and groundcovers planted in bold arcs and patterns to create visual patterns to frame the library site and provide visual transition to the buffered edges of the site. Color and seasonal interest will be primary considerations for plant selection. A Augmented Buffer Areas - Evergreen and deciduous trees, shrubs and groundcovers will be added to supplement existing plants to complete a required landscape buffer or screen. Landscape Buffer - Evergreen and deciduous trees, shrubs and Egroundcovers to form Type I landscape buffer screen between the library site and the adjacent residential lots. i 2 %. 11 t Ra'O Garden - A mix of water tolerant shrubs, grasses and perennials to provide stormwater flow control. A Detention Pond - Mix of grass and shrub species that tolerate periods of standing water during rain events. H Undisturb Existing Buffer - Existing planting left intact at undisturbed edge of site. May require select locations for additional evergreen shrubs and trees to augment the existing buffer planting. 3 a SITE MATERIALS: TVehicular Asphalt Pavement OVehicular Concrete Pavement OPedestrian Concrete Pavement (A-) Site Seating Elements and Trash Receptacle OBollards © Bicycle Racks 0-11-1 10 20 40 5 ra 9 !A 0 U U) E Z 0 0 � Ci Wco MLo F_ o c 0. Z CD - = a L M N U) Z NN I�il• Z a� I W Z W o 4 r, Z^ 0- 0 M O h M O N 4) CU I�i� = O W N Q N 0 .. t.1.. ram/ a O U '(1) o 4- ti W r = M O r, 2 ' c U 0 0 N vi Q F= ra a N u >, � C /o ol u �: E J 0 J N � Y O AS a 1 d VI z 1/) %o , N 40- ^< W d O C ++ " O t, . T 0 C N //1 ro a a A E -f L IAf .. -V 0, « lNrf Q 0 VV,1 . (I 3 ILA .4 W 3 t- m Schematic Design Drawing Tide Landscape a Plan p Drawing scales Indicated apply to 30" x 42" drawing + '`"� sheets. Scale, tray rat be accurate if drawing plots are less than this size. � Revisions ")/ No. Description Date r"--yC ° i VA J J 11�'A \ . NJ,! I /k Drawn by Z MK (Z Checked by C Bs e-.1 ,r, Date 06-10-11 � � -C, % V )-; - Project No 210029 Consultant Project No Owner Project No Drawing No - L 1 0 1 S�6 V 1 10 9 8 7 6 5 4 3 2 1 EXTERIOR ELEVATION GENERAL NOTES F4 NORTH ELEVATION D A201 1 /S" =1'-0" -- (3 5 2 SOUTH ELEVATION A201 1 /8" = V-0" 8 10 1. All building envelope assemblies shall be built to comply with the 2009 Washington State Energy Code. See Mechanical drawings and Narrative for additional envelop requirements, including below -slab insulation. EXTERIOR ELEVATION SYMBOLS LEGEND LOW PARAPET 10 Window Type 445' - 0" LOW MUUI- 443' - 0" EXTERIOR ELEVATION MATERIALS LEGENI 51Si1S111111Z1! Metal Panel Metal Panel Wall Assembly 1 Metal Panel Wall Assembly 2 Metal Panel Wall Assembly 3 CMU Veneer Wall Spandrel Glass w/ insulated stud wall behind E HIGH ROOF - Seismic braced frame beyond LOW PARAPET 445' - 0" LOW KUUr 443' - 0" J WEST ELEVATION 4'44 EAST ELEVATION A201 1/8" = V-0" ti N N u7 N 0 N 0 CO 7 1 1 2 3 4 5 ® 00 � Lii L I- O Z 0' c�a � Q Ix z Z o J - o CYi F_ cY) 0) w .5 N � U) t_ 0-moI- o U o L � W U) U = o 11 o N em Schematic Design Drawing Title BUILDING ELEVATIONS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than fts sue. Revisions No. Description Date Drawn by IEK Checked by Checker Date June 10, 2011 Project No 210029 Consultant Project No Owner Project No Drawing No "ill IN I Ill Nom NO 'III '110 PIN, I LOT LOT LOT LOT un LOT 5 FOUND WASS PIN IN co"o. IN-F62T-1 MONUMENT CASE, DOWN IX, AT iE 1 2 3 4 6 CENTERLWE INTERSECT Of S� 0 t 31074 ST. WITH IOTH AVE- $" oX SOUTH OF CALCULATED oi-10-22- E S W49'38*' E I 00, Mq 1, EILEV. 429.21 -PO" iooio IL a "p, S W49*30* E ll&Os4(c) LOT 40* ACCESS fSM'T REC. #,62376,97, 13 (PLAT tENTERUINO NO UTILITY ESM*T 40* ACCESS A SHOWN ON f7607200662 AND I oo* W4V44- C 117.10(4) SmE. S 01*10*2r W #7001060540 (MON. 10 UON-) LOT 'V �'P� 0 'i""J"ll 12 129,64 0 200 130.00'(0) Al 00 2*06*43*(D) rowo 1/4* BRASS ROD. NO PUNCH MAW. IN CONCRETE MONUMENT IN VN 318T" ABBRIMATIONS ST, Mlv"c P.C. S W49*36* E CASE, DOWN 0,9% S� MOt"ENT, OX EAST Or LOT 117.54*(D) (C) CALCULATED CAUDL)LATED POSIllo"/ LOT (0) DEED OR PLAT 10 114 451C R94 MEASURED REFERENCES TITLE REPORT EXCEPTION NUMBER LOT (SEE SCHEDULE '0" ITEM NOTES) 9 N "*59*W C FACE OF SUtLWN'r. 10" ACM.SS AND STORM tL . I I ilO.W(D) DRAtNAGE ESMT REC� v I ol 9*4W W '16080%)265- LOT IM35 q to VISIBLE EVIDENCE a c)r STORM DRAINACE As' WT 10&4V(Di !,jRuCWRES OR PIPES 7 r 3-or(c) ,,2'0* ACCESS AND 'C, #780%,0540 oe 4*17-32'41r(C) or LOT W M CORNER SECTION 0, T-21N.14 LOT ULEPHONE ESMIT R.'04E, VCM., CALCULATED 3 LOT LOT N 01102Z E REC. #7610210549 pO$jyM OF CITY Of FEDERAL 1/4 CORNM SECTION 4 s '67.96'(C) WAY SURVEY CONTROL POINT ;5, T.21N., R.04C. W-M�, LOT LOT ME, PONT POVWER ESM'T REC� #ja #AONUMENT NOT FOUND. CALCULATED POSITION 2 BEGINNINO #7610210549 PER RECORD OF SURVEY 244�OZ(0) PER DEED REC� #901227907 - - 4w" / low* -w* Owl" �o 14 S W40e E 11651 1 "Cow(c) 19 S 4" E N OV4WOe W 1518-8r(C) 1518,82'(D) 17 S WOW E 12OZ3W S. 320TH ST. 19 17 16 FOUND 1/4" WVXS ROD, NO PUNCH MARK, IN CONCRETE MOMMENT IN CASE, DO" 1.2'. AT THE INIERSECTION Tom #7 (PMX 19002) FOUND 1/2" BRASS ROO, NO PUNCH MARK. of S, �320114 St W11H 0*04 AVE� S,. *20�841 IN CONCRETE MONUMENT IN CASE. DOWN CITY OF FEDERAL WAY SURVEY 0,6, AT THE INTERSECT*N OF S- 320TH CONTROL POINT #101, PMX 1. HELD ST, WIT4 liTti PLACE S, HELD FOR SOUTH FOR THE SOUTH LINE OF =ON S. LINE (,o SECTION,% 7.21N., fLO41E.. W.M. 7,21N., R.4E, W.M, DESCRIFROW. 'SWEDULE"81 111EM NOM PER PtAT CERMCATE ORDER NO. 11317867, ISSUED SYCHICAOO NOIES: SHEET INDEX THEA$T TITLE COMPANY, DATED JANUARY 21, 2011' AT 8:00 A�M- 1. HORIZONTAL DATUM* CITY OF FEDERAL WAY, NAND W/91 7. OWNARY KOH WATER LINE WAS OfUREATE0 BY MICHAEL THAT PORTION OF THE SOUTHWEST QUARTER OF 1HE SOU SIMMONS. SIOLOCIST. CREENLANDERS IN DECEMBER 2010. QUARTER OF SEC710H S. TOWNSW 21 NORTH, RANGE 4 EAST, 1. RESERVATION Of 4V ACCESS EASEMENT PER DEED, REC- VERTICAL DATUM* Cli� OF FEOCR& WAY, NGVD29 FLAGS LOCAlto By PARAMETRIC IN JANUARY 2011- WILLAMETTE MERIDIAN, IN XING COUNTY, WASHINGTONp DESCRIBED AS W607, THE DEED DOES NOT, PRO)ADE AN EASEMENT FOR CiTY OF FEDERAL WAY PER BOUNDARY AND CONTROL DATA FOLLOWS: TUTIES. A 4V ACCESS AND UTIU13ES CASEMENT IS SHOWN ON NOM- A CONTRACTOR (HIRE BY THE BD- rl 7, CONTROL PONTS: INFORMA-AON PROVIDED BY CONTRACTOR) CLEANE'D OUTTHIE SV-2 - TOPOGRAPHIC SURVEV SHEET 1 BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 8,' IMCE FACE OF RECORD OF "VEY REC� f7607200662 AND TRINIDAD CASE AT THE DITCH IN JANUARY 2011. CONTOURS SHOW CURRENT SW114 CONDOMINIUM, fttC� #M3000540. BUT NEITHER *M Y'SHEET 2 REFERENCE AN INSMMENT THAT GRANTED AN UTILITY T CONFIOURATON OF THE, DITCH. SV-3 - TOPOGRAPHIC SURVE NORTH 89146'10" WEST ALONG THE SOUTHERLY LIMITS OF SAID SECTION f'W WM OOVV3W EAST 5MOO IN TE AVE. S. THENCE N 8. A DISTANCE OF 151&82 FEET, TRIP. AFFECTS 114E SUBJECT UT-1 - SITE UTILITY DETAILS SHEET I , THENCE EASEMENT ACROSS yws 4W S 0� T141S %,*vEy WAS PERPMWO AT 'THE REQUEST OF THE KING MT TO THE NoRrmmy MARGIN OF SWTH 32M MEET. PROPERTY AND IS PLOTTED HEREON. COUNTY UORARY SYSTEM To PROVIDE EXISTING CONDITION$ FOR UT-2 SITE UTILITY DETAILS SHEET 2, NORTH eg*46*10* WEST PARALLEL TO THE SOUTHERLY LIMITS OF SAID Dal WAY '10 SECTION 8 A DISTANCE OF 54&80 FEET TO W EASIMY LIMITS OF CiTY OF FE IN&SECAON Of S. MONUMENT IN CASE AT 320114 St. WITH FUTURE, RENOVATION Of THE FACUTY. LOT 5 OF BLOCK 3 OF THE PLAT OF NINELAXE PARK kO. 2 AS 2. IW ACCESS AND STORM DRAINAGE EASEMENT. REC PACIFIC Hwy. MONUMENT HOT FOUND. RECORDED IN VOLUME 62 OF PLATS, PAGE 46, RECORDS OF KING OM0265. AFFECTS THE SUBJECT PROPERTY AND IS 9, STORM DRAIN WES AND SANITARY SEVOt PIPES SHOWN 9060TTED HEREON. IN 118491.72 E 127329133 HEREON PER RECORD DATA IS APPROXIMATE APO IS FOR COUNM WASHINGTON, AND THE ME POINT OF SEONNING, 'THENCE GRAPHICAL PURPOSES ONLY, SM SITE PLAN, SHEET MI BY ALONG THE EASTERLY LIMITS OF SAN) PLAT NORTH 0OIZ16" EAST 3. j6*x7l POWER CW*,t REC. #7610210549. INS EASEMENT IS PM #9000 Mit MONUMENT IN CASE AT SwDON AND WRIGHT ARCHITECTS, DATEI) JULY 1, 1969, S&OO FEET. T14ENCE NORTH 16*41'5r EAST 133.13 FEET; THENCE INTENDED TO COVER IM WY AN04OR AND WE LOCATED AT FOUND 11r BRASS ROD IN CON NORTH 1117*W WEST 108.43 FEET; THENCE NORTH 66-00'53- EAST WITH I I THE PLACE $4 NCE THE SOUMEAST CORNER OF 'ME SUSACT PROPERTY. THE 'ME INTERSECTION OF$. 3201" ST- 116.00 FEET, THENCE NORTH 0012*16* CAST 115,00 FEET; THE EASEMENT AS DESCRIBED DOES NOT COVER THE 0"TNO GUY N 11$618,58 E 1272009-96 ELEVEN. 440-38 SOUTH 80*4r44* EAST 117.54 FEET, tt"CE ALO" A CURVE'TO IME ANCHOR AND YAREs, AFFEcTs THE'SUBJECT PROPERTY AND 'THE LIEFT. THE CErNyER OF WHICH SEARS NORI" S'r4101' Wt-ST HAVING A CASEMENT HAS BEEN SHOWN HEREON AS DESCRIBED IN INS 13ASIS OF SEARING� 0001 TO f9l= RADIUS OF 67&46 FEET AN ARC DISTANCE OF 25.01 FEET THROUGH A INSTRUMENT. SOUTH W48'oe CA 1202.30 CENIRAL AN= OF 02V6'43*; 7HENCE NORTH O(M2'JV CAST. 130-00 My To THE NORTHEAST CORNER OF SAID PLAT AND THE SOUTHERLY 4. Wx2o! ytEEPHONE CASEMENT, REC� JIM12WS24. EXACT TEMPORARY DENCH MARKS uwTs or rmt PLAT OF TERRACENE ADDITION AS RECORDED IN VOLUME LOCATION IS NOT DISCLOSED BY THIS INSTRUMENT. EASEMENT IS TSMNt (PMX #9004) Elt MONUMENT IN CASE, DOWN 1�2* 55 OF PLATS, PAGES 64 AND 65. RECORDS OF SAM COUNTY', THENCE DMICTED ON RECORD OF SURVEY REC� 0401111901& AFFECTS FOU BRASS PIN IN CONCR S. 318TH Sr. WTH tOTH SOUTH fW47*440 EAST ALONG SAID SOUTHERLY LIMITS 150-00 FEET, IRE SUBJECT PROPERTY AM IS PLOTTED HEREON. AT THE CENTERLINC INTERSECT�0" OF n , jENM SopjTH Oorl2*16* WEST 130.OD FEET; 114ENCE ALONG A IWRVE AW- S�* ELEY. 429,21 -%t T-iE R,149T HAW40 A RADIUS OF 828.46 FEET AN ARC DISTANCE OF I SU&ECT To THE RIGHTTO MAKE NECESSARY SLOPE$ FOR 33ZIl FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CUTS OR FILLS ALONG yw SUBJECT PROPERTY ABUTTING S. Tom 2 (PMX #9002) CURVE To THE LEFT HAVING A RADIUS OF 52a.46 FEET AN ARC SET IK NAIL WITH ORANGE PLASTIC WASHER STAMPER SURVEY DISTANCE OF 161.84 TO THE NORTHERLY MARM OF SOUTH 32OTH 320TH STREET. REC. NOS. 5047675, 5047676. W47561, MAwER IN SMWALK sEAu ON 7HE NORTH SIDE OF S, 3207H STREET. &-47562 AND 5,7wl5. EXACT LOCATION NOT 01$MOSED AND . 7HENCE NORTH W46110* WST ALONG SAID MARGIN 'TO YHE NOT PLOTTED MMON. ST., LOCATED I-V NORTH OF 70P BACK OF CURB IN "HE WEST TRUE POINT OF ]BEGINNING. fMNG FOR WHEELCHAIR RAMP AT CRO$SWAX 70 ILAISRARY. Ia. SUBJECT TO TERMS AND CONDITIONS FOR WATER TAP ELEV. w 426,84 CHARGES BY KING COUNTY WATER DISTRICT NO. 124, REC. NO. 3. PLAT MqTFICATE ORDER NO. 1317667, ISSUED By CHICAGO sio6otogis. BLANKET 94 NATURE AM NOT PLOTTED HEREON jjTj.E COMPANY, oATED JANUARY 21, 201:1 AT C-00 A.M, NOW_. LOCATION OF PLOTTED EASEMENTS ARE INOtCATED BY "IME CORREVONMG, SCHEDULF_ IrEm NUMKR VATNIN A CIRCLE 4. REFERENCE, RECORDS OF KINO COUNTY RECORDER. A. PLAT OF 1,NTERLAKE PARK No, g, RC. #504170Z jj� TRINIDAD SOUTH, CMDOMINtUM, RCv #7803OM40 C. PLAT Of' "AM RC. #4-588797 S. nELD,WORK PERFORMED IN JA14UARY AND FEBRUARY 2011. TopoW GpS FOR PRIMARY (,VNMM AND LEACAL 1103 TOTAL STATION FOR CONVENTMAL SURVEY, SUPPLEMENTED VATH HIGH -2- DEFINITION SCANNING EQUIPMENT- 10 PROJECT NAME DRA"NG NO. OXON" DATE By DESIGNED J'OF 6 ow st4cH Air FULL ScAll-15. WNG COUNTY LIBRARY s NDARYAND DRAWN W NOT, SCAM ACCOfWINGLY S. 320TH STREET vu FILE N! aft AV% DGP PY7 lolyol- A 1010:14TH 00m $t' f loo FEDERAL WAYo WA %AvNTKvL DATA Wool CHECKE94. PoyALLUFP',VW4&ft0W4T "04 T. M�oolow F. =I 1p" 247- 1-001 wwwowmmoftiom 21"llizz � - ------ I - -- - 2 1 ORION, 0 16 o v .-Aw j SEE SHEET SV-2 /�V MATCHUNE Ile )'\Io TWO-STORY WOOD FRAME 41 , *1 --`1 "1 1 A /I t I IL x oo z i �SHED OCKX-OUTS) ATTACHED TO OU40M WTH POWER METERS 014 N MT FACE (M.) STOP$ (TYP-) A%IHAI>,T 4t 20 40 LAW% To� IF , , "..e "/` 60400-0270 1 - 1111'� 826 319TH PLACE '?, 1 24# LOT 7 411 24 , - %,*. OUUPSIER k PAD AND If ENCLOSURE 6 7, 4v IV ACIMSS AND STORM DRAtNA(;E ESM'T REC, /AV NO VISIBLE EVIDENCE r,7". OF STORM ORAINAM t, N� 4,14 STRUCTURES OR PIPES FO(" MO!"ENT AS NOTED CA704 BASIN WO' 4 CATCH BASIN WITH SOUO U0 01 it\\ 4' N 10) STORM MANHOLE 4�e BOOK DROP @ SANrrApy sewm uANHoLE ILAAW N 0 CA$ METER ASPHALT WHEEL 110� CHAIR RAMP IT) GAS VA4.Vt 4 17� ASPHAL f IJ04T POLE le, "T'. 19 POVO A)N"ON BOX EXTRUIRD, 12 STI (12 ASPHALT IXE AT VMY lJ1,14. 600400-02,60 1 V.. [6j: POVXR TRANSFORMER r POVIR VAULT 5, 110W P(ACf,,', IFINISH FLOOR T.P.W 0$2104-9222 LANDSC 430,4 XING CO. LISPARY SYSTEM CUY AN04OR LOT 6 ASPHALT 848 S. 32OT" ST. IS SWARE WOOD -0- UTILITY POLE INN, EXTRUDED - "" k lf- !* `� SUPPORT FOR CURB COVERED ENTRY 082104-9234 4f ONE-SMY SM SUM"G -W U11UTY POLE WITH LWHT A OWNER,, FEDERAL WAY UtDICAL-DENTAL GROUP LLC A ao 1014 320TH ST. (�H PEDESTRIAN CROSS04G P= WIN BUTM . ...... � XOAR fv, TELEPHONE RISER fi�� I F1RE HYDRANT CONCRETE �%`-K "I I " 1 ('1AR —0, 00, ED WATER METER BRICK IN CONCRETE DAR 24 WTHIN CAPS BETWEEN 6-17-3ZW(C) Z T)A CONCRETC PANELS (TYP,) N WATER VALVE Ilk FLACSTONE PATH R-521S,,46'(0) DA$t 0 BOLLARD 12 013 IRRIGATION VALVE BOX VXXL PtOT 04 vl f 4k O-2A ORDINARY KOH WATER MARK FLAG (NUMKR AS NOTED) I ff CEDAR SION TRAFFIC ARROW IN, HANDICAP STALL WTH A.51HALT 1�0 4 PAINTED SYMBOL AND SIGN I .- - LANDS 24" 831 S, 319TH f1i ACI, CEDAR BENCH I. f b 'J,�) AJf LANDSCAPE TE11PHONE ESM"T ORNAMENTAL TREE REC #7610210549 PINE TRUE POINT OF #X CF POWER ESMIT REC. BEGINNING PER ;,�NC7-WA-Lt� DEED 2. - 17610210549 FIR ONLESS 00`ftlk*�X AS' NOTED. NOSCAPE,- 2 12 —�430 DIAMEtER AS NOTLD 2, -428- DECIDUOUS IKE DJAMCTER AS NOIED 4.2# 429- S WOOS* I- 284,02*(R) 0-4 (SKCIES IF 1KNOM) LAWN P, LAWNI SN _4 7r7 , 3--,, y- -- I --, - -- - 7.-rr"r, r f '7 T,-' , --- -Q- p-- UNDERGROUND Powe 01 OP OVERHEAD POWER 4 6-- 14' UNOERGR0tMD TELEPHONE T AND (XITUR --G— GAS SERVICE -427- .2 N-1 WATER MAIN AND SERVICE T9M# z (PMX 19002) IELEV. 424.84 SANITARY SEWER PIPE SANITARY $EWEA PIPE PER RECORD DATA STORM 0094 PPE S W4eC4* Z 12OZ3(r ------------ SD --------- $TOM DRAIN PME PER RECORD DATA CURB ISLAND CULVERT CONCRETE -427- 4a Z" 11 N - — �- - --, U 13RICK IN CONCRETE CONCRETE CURB @ AND GUTTER CRIETE CU" EDGE OF ASPHALT S. 320TH ST. AND CUTTER 0. ROCXERY Y7i;T DRAWN0 NO� DESIGNED PRO;C"T DATE By OW6 1"6H AT FILII.L80A", 0RA%fN IF INOT. SCAtA ACCOfW04GLY WNG COUM LIBRARY mp m I 42M un vionsmsma. MANUM. EWVVt0)0AWAL$CV#C68 S. 320TH STREET B%jumuARY AND CHEOCED I PY-4831-001�P!n1pl_ PA- $ST% Ili "TH Ot" Sv- tiwe 100 FEDERAL WAN't WA fft Alft A*& aft If sit& Aft a a ^19 Ar %JOB N*- it. It. Lup� moOmm 0"74 Toru%40RArm T *URVEY ovial IL 40** A APPROVED DATFM. 2011 WIN i III Miami 0 1 10:4 pow. W49 E 1 00'( 40' ACCESS ESM"T REC. 2,376971 i(D 4V ACCESS AND UTIU IESM"t ASPHALT !ENTRY a AD SHOWN ON #76072 62, AND f7803060540 27 r lk ASPHALt I lk _411le 6W AOOD FENC r 4 N N.1w EDGE OF AaCAl lJ'A, 609400-020D movVIED AND lJOIN, 0094001-0190 USED By SCALE: 1 1\ M S, .318M ST, 462, IS, �18TH $T. RESIDENT$ OF 05 1 1 0 :1 1 1� \ � \ 01 \ AD"NlING # LOT 13 LOT 12 CONOWNIUM 20 el, ry " 40 q I I I,, I ro, t� 11 0\1 < $4 z v FOUND BRASS PIN IN Couc. IN M*NUMENT CASE, DOWN 1.2% AT CERTERUNE INTERSECT OF $. IrOOM 1/4* BRASS ROO. NO 318TH St. WITH IOTH AVE. S., LEGMD PUNCH MW. IN M"CRETE 0.1' SOUTH OF CALCULATED MONUMENT IN OASE. OOMN 00' * POSITION. TW# 1, ELEV. 429.21 y Hlop FOUND UONUMENT AS N07CO 318IN sl� mnvIj"c P.C. )OW T INE MOWME"T, OX EAST OP V�AWlr� , rL�4Z� T CATCH SASIN CALCULATED POSITION TED a SINOG%T� SE6 14- NO tE 7.) M CATCH OASIN WITH SOLID LID STORM MAMO(E fit 'o, --4 @ SANITARY StWER MANHOLE VA� 'o :7��SHW (KICK 0 OAS METER I ATTACM 9=0 CONCRETE MIR POWER METMS ON W GAS VALVE CURB ASPHAL MST FACE (M.) G\e8'49'38' C 110.�4'(C) LmT POLE IS W45'44': E �_17�9,X(M) El POWR AMT10" Box '31 ST. APPRO)WATE WAlt-R Me POWM TRANSFORMM LOCATION PERI-I ]RECORDS I POWER VAUL.T V IN TWO-STORY GUY ANCHOR \ \ 9-38- E im5w(o) WMD fRAME U71UTY Pal 21' Butwo cot, \ I , � 4* UTILITY POLE IMTH MT 'k N (?l PEOMTRIAN CROSSING POLE WTH BUTTON 4 w4r C P TELEPHONE RISER 4 ASPHALT 40 TRU 97 COT, W FIRE 14YDRANT qEDAR N ml Ffl WATER METER 11011 TEEL --IN 4,0$ ARE X/�;RC S M WATCR VALVf REPRESENT h-HE LOC CA71E AND' MAME7�R OF D cot, A i ARE AaS� 0 ROLLARD *27 TREM Som IRRIGATION VALVE 'BOX /I \ I t \% 13 SOIL PLOT #I TRfRIDAD SOUTH, A ORDINARY HM WATER MARK FLAG 0-2Ar CONDOMINIUM, REC, (NUMBER AS NOTED) #780.3060�540 24 1040 S. 320TH ST, COT, k SIGN LA SP41 PA,� \vk *\\ \\ \ TRAMC ARROW I.P.N. 6094(X)03t0 Ole bf �40- CO HANDIC0 STALL V41H 857 S 310114 51, 4 2 PAINTED SYMBOL AND SIGN LOT 11 z �'T "RU 4 4 1 S) C;11. BENCH 30* 0�01, 4 ORNAMENTAL VEE I'$ \1 2- 0 CONIFER TREE, FIR UNLESS OTHERWISE. AS NOTED, DIAMETER AS NOTED AA swMA 4� A� DECIDUOUS TREE DIAMETER AS NOTED T.PN, 609400-0300 (SPECIES IF KNOWN) $49 S. 3181H 97#� o LOT 10 LAWN 27* OIio oo UNDERGROUND POWER OT. LES IN THIS ARtA (>l OVERHEAD POWER EORESEENT THE LRA-11M k'.� DIAMETER OF ALDER� 012 UNDERGROUND ITI�CPHONE t`(N('C C(004,'R IS LA"4 J.+ 1 $ EE$, SOfAE ARE SNAG&I A PHALT SPHALT 0 WATER MAIN AND SERVICE W �,�i _ss SANITARY SEM PIK EML09K SANITARY SEWER PIPE PER RECORD DATA 0 T.P.N. 600400-0290 :;;�EDGE OF AREA MOWED AND UM �SD— STORM DRAIN PIPE 839 $. 31 OTH ST. ASPHAI I' eDGE Or LAM- 110 BY RESIDENTS Of —EXTRUDED abo, I LOT 91 (.44 t lr,4;&,;t# ADJOINING -------- STORM DRA114 PIPE PER MCM DATA 4t7l CURB CONDOMINIUM LAWN ------------------- CULVERT -ton/ <TYPI) 0 CONCRETE 4 14 ooi A o CURB MATCHUNE amm MCK IN CoNcRm EDGE OF ASPHALT twit Roo(my J� SEE SHEET SV-1 III q, q, PROJECT NAME DRAIMNO NO, DATE By DESIGNED 3 OF 5 REVISION$ ONE ltsl�fl AT 1PULL SCALE. WNG COUNTY L DRAM W NOT, SCALE ACCORDINGLY BOUNDARYAND DGp FILE NAM i 0 pm. 0, S. 320TH STREET PY-4831 01 A, 101OUTH AV04UE SE, E 100 FEDERAL WAY* WA C D 4 I thh� WEC*lEO TOPOGRAPHY SURVEY SV%*2 247-4831-001,, APPROVED 11 g �'i I 2011 ommm"mommomw I jg lim I I I Will I'll, 11 VICINITY MAP cD 14 0 PROJECT DESCRIPTION Demolish existing one-story wood -framed library building, including ancillary structures such as trash enclosure and free-standing book drops. Remove selected trees and site developments on 3.6 acre site. Construct new 15,008 SF one-story wood -and steel -framed library on existing library site. Expand and modify existing parking lot/ paving. C ARCHITECTURAL SYMBOLS LEGEND BuildingSection Identification Al Atli Roam Name and Number ROOM NAME At31 �. . Wall Section Identification Al As2l ' Number Door � Detail Identification rAl Al AOI Wall Type, drawing A541 see Exterior Elevation Identification A2Q1 Al Ceiling Height Identifications height above finished floor Interior Elevation Identification Al A4 A221>A2 Window Type l0 A3 Drawing Identification ' VIEW NAME Equipment Reference, Alit I " l -0 see equipment schedule, A631 Building Grid Identification -- -- — ------ — — Equipment Reference, OFOI or OFCI equipment Lr___J Match Line Identification A101 .....«...®.10.,400*00*Oft ---M#AM"M*AM *0-*am ----•- *we --o- oswo mo Elevation Mark a- North Point Comer Guard --► cC c+i cv ca Wall Guard C N Revision Identification rn N 2 raw i RO VrD P1 C :�f 0 Rky DRAWING INDEX Owner PlumbingEngineer G001 PROJECT TEAM, VICINITY MAP, DRAWING INDEX _________ King County Library System ___ �. _ _ _ .._. _ _ _ -- _..�..____..._.._.e_—.—__..._ � Rushing Company G011 LiFE SAFETY PLAN, CODE SUMMARY C� � E p� t i 960 Newport Way NW 1725 Westlake North #300 S VEY W a Issaquah, WA 98027 v: (25) 3ta►9-32C1tt ( Seattle, WA 98109 v:2C16) 285-71U0 BD-1 BOUNDARY AND CONTROL DATA c tU C- � c' f: (206) 285-7111 SV 1 BOUNDARY AND TOPOGRAPHIC SURVEY „ „ - a I SV-2 BOUNDARY AND TOPOGRAPHIC SURVEY I Contacts: Contacts: UT-1 SITE UTILITY AND DETAIL SHEET 1- �' ' Kay Johnson Eric Vander Mey UT-2 SiTE UTILITY AND DETAIL SHEET 2 tBy Z { e: kayjohn@kcls.org i e: ericv@rushingco.com Z CIVIL W , c ' C100 SITE DEMO PLAN ""' "' t`— M 'Civil Engineer ''Mechanical Engineer C200 C300 STORM DRAINAGE AND UTILITY PLAN GRADING AND PAVING PLAN w� N U. Sprlingline Design 3131 Western Avenue, Suite 501 _ Rushing Company 11725 Westlake Avenue North 300 LAND, t. H u a �. r- I Seattle, WA 98121 I Seattle, WA 98109 1_101 LANDSCAPE PLAN t-- o ti v: (206) 957-8311 v: (206) 2$55 r 1 OC 1E csa f: (206) 957-8313 I f (206) 255-"1 " ",RCHITECTU L 0 I Contacts: I Contacts: A100 SITE PLAN = r I Marc Errichetti 'Eric Vander Mey A101 FLOOR PLAN LEVEL 1 e: marc@spdnglinollc.com e: ericv@rushingco.com rushingco.com I A102 ROOF PLAN i AC101 REFLECTED CEILING PLAN, LEVEL 1 A201 BUILDING ELEVATIONS i A301 BUILDING SECTIONS 'LandscapeArchitect I p Electrical Engineer A311 WALL SECTIONS ' A541 PARTITION TYPES Swift Company 3131 Western Avenue, Suite M423 Rushing Company 1725 Westlake Avenue North #300 STRUCTURAL I Seattle, Washington 98121 I Seattle, WA 98109 S 2.1 FOUNDATION PLAN I v: (205) 632-208 � v: (206) 285-7100 S 2�2 ROOF FRAMING PLANS f: (206) 632-2048 i f: (206) 8-i111 ' S 2.3 ALTERNATE UPPER ROOF FRAMING PLAN 1 Contacts: I Contacts: S 4.1 DETAILS i Barbara Swift I Hollis Heron e: barbara@swiftcompany.com e: hollish@rushingco.com Mike Koski-Harja I MECHANICAL # e: mike@swiftcmpany,com { I I M0fi1 MECHANICAL - LEGEND AND NOTES M101 MECHANICAL SITE PLAN I Structural Engineer II Acoustical Engineer M201A M201B MECHANICAL LEVEL 1 RADIANT FLOOR PLAN MECHANICAL LEVEL 1 AIR SIDE FLOOR PLAN I M202 MECHANICAL ROOF PLAN tn nussc►n Klemenblc Associates Magnusson 1 GmenbusCh Group Inc. 11900 M00 MECHANICAL DETAILS 1301 Fifth Avenue, Suite 3200 West Nickerson Street M600 MECHANICAL PIPING SCHEMATIC I Seattle, WA 98101 I Seattle, WA 98119 M601 MECHANICAL SCHEDULES ' v: (206) 2924200 I v: (206) 378-0569 M602 MECHANICAL COORDINATION NOTES { f, (206) 292-1201 f: (206) 378-0641 M603 MECHANICAL COORDINATION NOTES i Contacts: I Contacts: M604 MECHANICAL COORDINATION NOTES Jay Taylor i Elizabeth Bogomolov o: jtaylor )tnka,com e: ElizabethB@Greenbusch.com I PLUMBING Tom Meyer o: tr oyor@ rrik i corn I I P001 P100 PLUMBING - LEGEND AND NOTES PLUMBING SITE PLAN P201 PLUMBING LEVEL 1 FLOOR PLAN 'Architect t Estimator for P202 PLUMBING ROOF PLAN 'Cost P601 PLUMBING SCHEDULES I SRG Partnership, Inc. I The Robinson Company P602 PLUMBING SCHEDULES 1 110 Union Street, Suite 300 I Seattle, WA 98101 i 101 Stewart Street, Suite 925 I Seattle, WA 9101 ra v: (206) 973-170C1 ELEC ICAL �41 f: (200) 97 -1701 v: (206) 441-8872 If: (20) 441-8991 E001 ELECTRICAL - LEGEND AND NOTES, Contacts: i E002 ELECTRICAL RISER DIAGRAM *0 Jririo Hendricks 'Contacts: E100 ELECTRICAL SITE PLAN e: jhondricks � srgpartnership.com ] Sharon Kennedy E201 E401 ELECTRICAL LEVEL 1 FLOOR PLAN ENLARGED MAIN ELECTRICAL ROOM PLAN to Ingrid Krueger e: SKennedy@robinson-co.com o: ikruager@srgpartnership.com I I I ry I I s.0 0 sun 0 aci~ ARCHITECTURAL ABBREVIATIONS AID Anchor Bolt EJ Expansion joint HDWD Hard Wood OPNG Opening SPEC Specification ACP Acoustic Ceiling Panel (ACP-1) EL Elevation HM Hallow Metal OPP Opposite SQ Square AD Access Door ELEC Electrical HO Hold open SR Shower Curtain Rod Schematic Design ,DJ Adjacent ELEV Elevator HORIZ Horizontal P Paint (P-1) SST Stainless Steel r, "b EQ Equal HR Hour PCs Precast Concrete Stair SSG Structural Silicone (Taxing ALT Alternate EP Electrical Panel HSD Hand Sanitizer Dispenser (HSD-1) PERIM Perimeter STD Standard Drawing Title ALUM Aluminum EPT Epoxy Paint (EPT-1) PL Plastic Laminate (PLA) 5TL Steel PROJECT , VICINITY APPROX Approximato EQUIP Equipment ID Inside Diameter PLAS Plaster STN Stain (STNA) MAP, DRAWING INDEX AWP Acoustic Wall Panel (AWP-1) ES Exposed Structure INSUL Insulation PR Pair ST Stone Tile (ST-1) ESH Emergency Shower PS Projection Screen (PS-1) SUSP Suspended BD Board EW Eye wash JT Joint PT Pressure Treated SYM Symmetrical BLDG Building EXIST Existing PTD Paper Towel Dispenser (PTD-1) Drawing scales indicated BM Beam EP Expansion LAM Laminate / Laminated PTR Paper Towel Receptacle (PTR-1) T Tread apply to 30" x 42"drawing sheets. Scale may not be BO Bottom Of EXT Exterior LAV Lavatory PWD Plywood TB Tack Board (TB-1) accurate if drawing plots are LF Lineal Feet /Linear Foot TD Trench Drain less than this size. CB Chalk Board (CB-1) FAA Fire Alarm Annunciator QT Quarry Tile (QT-1) TEMP Tempered CC Cubicle Curtain (CC-1) FACP Fire Alarm Control Panel M Mirror (M-1) T&G Tongue and Groove Revisions CFCI Contractor Fumish Contractor Installed FAF Fluid Applied Flooring (FAF-1) MAX Maximum R Riser THK Thick CG Comer Guard (CG-1) FB Flat Bar MB Marker Board (MB-1) RAD Radius TO Top of No. Description Data CH Coat Hook (CH-1) FD Floor Drain MCP Metal Ceiling Panel (MCP-1) RB Rubber Base (RB-1) TPD Toilet Paper Dispenser (TPD-1) CIP Cast in place FE Fire Extinguisher (FE-1) MDO Medium Density Overlay RBR Rubber TR Transparent CJ Control joint FEC Fire Extinguisher Cabinet (FEC-1) MECH Mechanical RF Resilient Flooring (RF-1) TS Tube Steel CL Chain link FF Finish Floor MEMB Membrane RD Roof Drain TSC Toilet Seat Cover Dispenser CLG Ceiling FLR Floor MFR Manufacturer RD/OD Roof Drain / Overflow Drain (TS'C-1) CLR Clear FOB Face of brick/block MIN Minimum REF Reference TYP Typical CMU Concrete Masonry Unit FOC Face of Concrete MiSC Miscellaneous REIN Reinforced COL Column FOF Face of Finish MO Masonry Opening READ Required UNO Unless Noted Otherwise CONC Concrete (CONC-1) FOS Face of Structure MP Metal Panel (MP-1) RM Room CONT Continuous FRT Fire Retardant Treated MPS Manual Pull Station RO Rough Opening VBX View Box CONTR Contractor FTG Footing MR Moisture Resistant RP Resin Panel VERT Vertical CPT Carpet (CPT-1) FV Field Verify MTG Mounting RST Resilient Stair Tread (RST 1) VG Vertical Grain CS Cementitious surface material (CS-1) FVC Fire Valve Cabinet MTL Metal RW Resinous Wall (RW-1) VP Veneer Plaster CT Ceramic Tile (CT-1) GA Gage (N) New SAM Self Adhered Membrane W Wall Covering Drawn by DF Drinking fountain GALV Galvanized NA Not Applicable SCB Self Cove Base (CB-1) W/ With Author DIA Diameter GB Grab Bar NIC Not in Contract SCD Seat Cover Dispenser (SCD-1) W/O Without DIM Dimension GD Glove Dispenser (GD-1) NO Number SCS Shower Compartment Seat WC Window Covering (WC-1) Checked by Checker DIM PT Dimension Point GFRC Glass Fiber Reinforce Concrete NOM Nominal SD Soap Dispenser (SD-1) WD Wood (WD-1) DN Down GFRG Glass Fiber Reinforced Gypsum NTS Not to Scale SECT Section WG Wall Guard (WG-1) Date DS Downspout GL Glass / Glazing SHT Sheet WM Walk -off Mat (WM-1) June 10, 2011 DTL Detail GWB Gypsum Wall Beard OA Overall SHTG Sheathing WP Wall Protection (WP-1) Project No DWG Drawing OC On Center SIM Similar WT Weight 210029 HB Hose Bibb OD Outside Diameter SND Sanitary Napkin Dispenser (SND-1) WWF Welded Wire Fabric Consuttant Project No (E) Existing HC Hollow Core OFCI Owner Furnished Contractor Installed SNR Sanitary Napkin Receptacle (SNR-1) EA Each HD Head OFOI Owner Furnished Owner Installed SP Stand Pipe owner Project No Drawing No GOO 14 00 th I III Pill CODE ANALYSIS XXI1110 SUMMARY OF BUILDING CODE, REQUIREMENTS 1. Building use'. Library 2. Occupancy Group: A-3, 8 3. Occupancy $eparations Required (Rating): None per Non -separated Uses 4 Construction Type: VA 5. Number of Floors / Basements / Mezzanines: 1 6, Total Allowable, Area, 19,600 8F Actual Building Area'. 150008 SF 8, Fire Extinguishing Systems -a. AUtomabc Fire-extingtilshing'System Required/Provided: Yes h Standpipes Required/Type Provided: Not required. c. Fire Compartments RequiredtMaximurn Area Ali owedlActual Maximum Area: Not required, 9, Fire -resistive Requirements a, Exterior Bearing Walls: 0 Hours b, Interior Bearing Walls: 0 Hours c. Exterior Non -bearing Wall: 0 Hours d. Structural Frame: 0 Hours e, Partitions -Permanent, 0 Hours f. Shaft Enclosures: NA g, Floors-Ceilings/Roofs: 0 Hours h. Roofs- Cellings/Roofs: 0 Hours i. Exterior Doors and Windows: 0 Hours j, Area Separation Walls. NA k, Fire Compartment Walls.* NA P.M.TABU LATits Lg Room or Area =n" aTly Exits ProvIded ............... Reading Areas ....................................................................... RE "OSTI", 5 Sto y Room 108 .�Study Room 109 ro"M IF 9 rVil r-Im. WZY NOVIIL��,Tjl! Break Room 114 rd WIN% WIP-10tv MOM "o- XT" RN # 0 "11 1 L, L �Sprinkler Room 117 I mmnmnbus� Vederal Way Library9S-0osign Parameters"�Coda e x iy is title Ana si L odWay WOh,doc Jummunum2m "Ot -.0 .... 00 ..... Oft .... 0- Smoke Partition — — — — — — — — I Hour Smoke Barrier 1 Hour Fire Barrier amom 0 0 ilillillillill 0 0 Now 2 Hour Fire Barrier alwannow 0 0 2 Hour Fire Wall 40111M '0 0 0 3 Hour Fire Wall Property Line Occupant Loa 0 OccupantLoad 442 Exit /Load Actual—Fi-o-1 Exit Capacity Allowed __I1E� 0 SP Standpipe FEC Fire Extinguisher Cabinet iffis Fire Alarm Manual Pull Station Illustrates the side thatExir _7n Is to be displayed on Exit Sign The direction to exit 61 E 0 Z 0 's 000) ir-n Cc: CL CU CU 0 > Z to Z Z MW W Z n g ci 0 t�_ t.6 Lu C24 CL C) uJ C6 0 t__ r C-4 Schematic Design Drawing Title UFE SAFETY PLAN CODE sung MARY Drawing scales indicated apply to Y, 42'dtravArng arrests. swsaia ma" i r�:�t t*� accurate if drawing plots are less than this size. Revisions No. Description Date Drawn by Author Checked by Checker Date June 10, 2011 Project No 210029 Consultant Project No Owner Project No Drawing No = 1111111101111 MATCH LINE - SEE BELOW WAIP W W \17 Iib'� SDI S ___---SHED (KICK --OUTS) 10' LONG OVERFLOW ATTACHED TO BUILDING RETE ffn�fl/\ T- HALT WITH POWER METERS ON E CURB 31E -21) '43"�,D) I I SPIIA.WAY WEST FACE (TYP.) ry 0 q / Ll- I S\ q�:�9 0\ IE '428.00 20 0 20 16A- 0 �3E 118-,�W(C) 118.00'(R) R=y 46(�) 0 C> Ci S 88*45 1 _ �__F �- - -_ \_ T_ :E 1��A* L V(D) 1/7 C 61ir 0 0 FH S-1 2�_ PR IM*TE SCALE: 1 20' CF) 31 F_ RIM 429.00 \ 0 W C (D IE 425.00 IN JI 0 110 PER CL z - R.0 Di CD 36" S/ mom G ci N 1 1 1 ) r- 2) 0 22" 425.01 1 X 0 ,, 10 C61" TWO-STORY DATUM 0 M 1i 88 038" E )I I 7,54'(D) 4 WOOD FRAME BUILDING NAVD 88 z 21 4) Z COT. z co CB TYPJi W W C) GRATE 42,6 7 0 < 2" CP N. 4� .72 48" CQJ. C 0 CP E. 4 T IE 2 �J 1 4�6 1 CL 0 C6 (WITfr4 IE Y C> TRUrS) rT S6HAL I- '_1 I M 1-1 \1 I V\ \ 9FDAR 27.07 0 /* 1 " I 0) to CBO �Kp 1 :t:� C) 01'. 25" 1 N 'I-, �0 LEGEND W = N GRA'y 429.1 W CL 4 ON* 7 14 OIE 14:, CP W-,,,,- 1,27,1 -KIIS Aff -STEEL IRCLE, IN I IE 12' CP E. TC �PTION C"OUT 0. (D CD SWING 7 E AT ITHE LOG 1 \ x\ , \ GATE D DIA ETt_R OF A DER 4-1 42 0 T EES, S ME, ARE S AS& UJ cf) C� I in 110. �` o 27" PATIO DRAIN A, L- C C'5 - b\ AREA DRAIN 0 9 J 1 0 CL �Ll I to 0 TRINIDAD SOUTH, A CB TYPE- 1 6 0 00 4 0 41, 01 CONDOMINIUM, REC. z, 20 < - #7803060540 CB TYPE 2 COT. 0 1040 & 320TH ST. /28" r LAWN COT. �x 1',\ \ \\\\ I i 1010 in" In" t,7!;V, � SANITARY SEWER 0, CO-1 A\ 21 STORM DRAIN I(> 6� 2 i , � 11" ""', '\ ,, RAIN C,00 WC STORM DRAIN (< 81 C C N%T TO WATER SERVICE EX, ATER N x __J a- WATER/FIRE MAIN _J 0 PIPE OUTLET DI WAT I J 0�' 3:1 SL6PE (TYP) v 4(0 4 O�,, DOWNSPOUT CONNECTION ? T,P�N. 609400-0300 849 & 318TH ST. 0) E LOT 10 '9" 00-0 W AR.'A' LU R LES IN HIS co EVRESEN T THE LO J� 2 C.) M- Cl) FIRF' A D DIAMETER OF H) �1� FENCE CORNER IS I HYDRANt,%' A / / SNA LAW�4 EFS, SOME ARE < 1.2' WEST OF ASPHAI, A---2258'06"(C) PROPERTY CORNER NOTES bb 100 R=828,46*(D) 1�\ .0100 L=3,32.11'(D) 1. ALL WORK SHALL BE PER CITY OF FEDERAL WAY AND LAKEHAVEN UTILITY ,b' EMLOQK DISTRICT STANDARDS. SWALE T,P.N� 609400--0290 1�11 � 6 0 2. ALL SMORK SHALL COMPLY WITH THE CONDITIONS AND RECOMMENDATIONS 339 S, 3181H )��Mwzj__ EDGE OF AREA 30 FLOW CONTROL MOWED AND USED OF THE GEOTECHNICAL REPORT. 'ASPHALT ED(',I,,', Of I,Aw�) STR�U RE- BY RESIDENTS OF CURP ADJOINING 3. ALL STORM AND SANITARY SEWER PIPE SHALL BE 6- MIN. AND SLOPE AT RIMI, 9.00 CONDOMINIUM X," 4�\17 4)'') 1 Amh IE �2 .00 S=27. MIN AND S=50% MAX, UNLESS NOTED AS DUCTILE IRON (DI). SO LAWN T SHALL BE PVC SDR 35, ASTM 3034. PIPE AND FITTINGS SHALL HAVE PIPE SHALL BE PVC SDR 35, ASTM 3034, OR DUAL WALL HOPE. SS PIPE son A, IE ('4 EX I) GASKETED JOINTS PER ASTM F477. 0 CURB COT� 48" DM1H- 4. PROVIDE 3' MIN. COVER OVER ALL WATER LINES, U.N.O. ALL WATER PIPING OVE W W/ SERVING SPKLR SYSTEMS SHALL BE DUCTILE IRON WITH RESTRAINED JOINTS. ALL WATER SERVICE PIPING SHALL BE COPPER. BIRD AGE - RIM .00 1 427.00 1 1 IE 4 6L 0 TWO-STORY A WOOD FRAME A Ap-L I 0 BUILDING 30" �2" So 1 4 � 0, ISO -----IE 30" CMP S. = 422,84 (KICK -OUTS) 0� S STORM DRAINAGE DESIGN NOTES ASPHAt-T ATTACHED TO BUILDING 0 WITH POWER METERS ON 1 . THE STORM DRAINAGE APPROACH REFLECTED IN THESE PLANS ASSUMES am f C� TYPE 2 - 72" WEST FACE (TYP.) am R M 429.00 THAT SITE IMPERVIOUS COVERAGE WILL EXCEED 45%. IN THIS CONDITION '00f), WHEEI. STOP'SN' , N (TYP�' 10 00 (CONDITION 1): A,,f HAI T Opp ET T * THE AMOUNT OF RAIN GARDEN BOTTOM AREA MUST EQUAL 10% OF 0 CIA TO S9 THE NEW AND/OR REPLACED IMPERVIOUS AREA. T.P,N. 609400-0270 826 S, 319TH PLACE CS TYPE I T6R /CB W/ 94" RIM 430.0 CARTRIDGES 2. SHOULD SITE IMPERVIOUS COVERAGE FALL BELOW 45%, THE FOLLOWING x N 00�E A DRAIN- IE 427.7 . ..... CONDITIONS WILL APPLY (CONDITION 2): G�OTE = 429.43 RI 43 z qu 000 OUMPSTER THE AMOUNT OF RAIN GARDEN BOTTOM AREA MUST EQUAL 25% OF PAD AND 40 0 A *N k "A THE NEW AND/OR REPLACED IMPERVIOUS AREA. - '0 ACCESS AND STORM (If'DAP e PI RAINACE ESMT REC. AWL 0 pit H/608050265, NO VISIBLE EVIDENCE HOWEVER THESE ARE NOT AT A 1:1 CORRELATION. REDUCTIONS IN RAIN D 3. AS RAIN GARDEN AREA DECREASES, DETEN11ON VOLUME INCREASES, VW now Of- STORM DRAINAGE GARDEN SIZE ARE EXPECTED TO YIELD AN OVERALL DECREASE IN COMBINED 1 43,; STRUCTURES OR PIPES 8" 1 sty AREA OF DETENTION POND AND RAIN GARDEN. THEREFORE THE PROPOSED B TYPE 1 x4l, v 1, 'y CONNECT...TO IMI 428,50 DESIGN REFLECTS CONDITION 1, WHICH ACHIEVES THIS. /1 � 1 6 01 SO, k, - , , / SO , N Y E i426.00 A 4. TO THE EXTENT THAT EXISTING IMPERVIOUS SURFACES CAN BE SAVED AND 72# Z, ....... 00 , �, .7 1�1_ - ( t � 1-( 1 , IM 4 ;50 RIM 4 IE 423. 51 REUSED, GREATER REDUCTIONS IN BOTH RAIN GARDEN AND DETENTION POND AREAS CAN BE ACHIEVED. -BOOK DROP - - - - - - - - - - - N N kI)PV �)PAIN AND SANITARY SEWER 77 71 7 or -ASPHA TYPE #1 7 F'Wi ANI, �410WN FOR GRAPHICAL 'AM P (ft,y, NO SURFACE EVIDENSE AIR GRATE =, 429.38 4 CH J --CB TY #1 IE 6" CP W, 4,,,' 1, 0,1 \\DRAI (If f I I i U TILITY WAS FOUND EXCEPT I ,, , I / ASPHALT 4,4�. ,, " I 'I pri r � IORV Af,'[ A DPAINS, SEE NOTE 9 'TYPE #1 \ " \1�, 1", 11 7/ 1" > ATE = 429.20' 6" CP E. 426.42 CP E. 126.74 EX1RUDEI, A Nlb TYPE CI CURE, 0,RATE 429 Iti fi C1 W. 426.62 IF 8" CP E� IE 8" CP S. 426�32 1 1 , , ", ,, � \� , I Schematic Design CffTYPE 1 CEDAR, A" If 77 T�P�N� 609400-0260 4� 830 S, 31191H PLACE I 1 0 f E 428. LA� Drawing Tide No ki(,� CO, y f I, �A, 4- ONQA m �i� I (Yr 6 A'0'HAI ",5* Q A W(" STORM DRAINAGE AND UTILITY PLAN U I, OR I" FOR COVII,RrD F"N] f Y 4 It 91',,'10< BUti, DING All kk ....... GRC)'u;" /"� , ? i, 'Y � �� I !�li / -, 1'/ T,P.!',I� 9.;8,800-0270 7 003 S1. 31,7TH ST. 0 7-`.N� .30 �0'09 S. 317TH ST, C_ 8" AREA DRAIN-- P) CONCRETE It CURB --- 4- 1 � k, � GRATE - 429�85 NDSCAF 41 1 ') I IE 3" PLASTIC E. & W. = 4,29.15 30' r BRICK IN CONCREP I Wl)AR 't">24" 3 �l\v_ F = . 430-W WITHIN GAPS BET 'I- N CEDA CONCREIE PANELS (TYP.) A=117-32'48"(C) ELEW FLAGSTONE PATH �J E L 16 1. 8 4'(0) Revisions 49 E 00'(D 12" V f No. Description Date CN H R� 0"a 8" AREA DRAIN 141 GRATE = 429�91 1�� I i _ - W_ w- 10 U11ilTY NOFE: 12 on .31 .31 STORM [)RAIN PIPE AND SANITARY SEWER PIPE A 3" PLAS11C E. & W. 429.36 CB E 0- IE RIM 4301PO in" t1l) 40' ACCESS ESM'I Ntu, #6137691 )A� SHOWN ON #7607200 62 AND *t IE 426.0� ESS AND U'IILIIX'ESM'T ASPI LT Cl��, 3�" 10 40* ACC #780306C CO O�WALJO I NOR in F 0 1 --STORM DRAIN PIPES AND SANITARY SEWER ASPHALT 1�4 IE 30" C�P N, 4 6.19 %00 6 PIPES ARE 9iOWN FOR GRAPHICAL Lo PURPOSES ONLY. NO SURFACE EVlDENSE 0 -IWCITMY S R. >_ r. 1-1 % - 1 /'J, ' UTILITY WAS FOUND EXCEPT epTYPE,1 OF' EITHER _�Wuv WE I >--I ;T-- / -P.N. 609400 RIM T4v.1;v tAN0MQCT TOIB FOR STORM AREA DRAINS AND CATCH -0250 3,31 S. 319TH PLACE Z 0) 0 28" 4E 25.75 f --AASTE BASIN, SEE NOTE 9 ON SHEET BD--1. f5 WU -LN(;L r_� - �_24" I EDAR # 11 0 - TELEPHONE E M"r LOT 5 \C�DAR 4"" z is GRAT 427.52 / �N? / __� A n 307114 REC. #7610210549 GE 0 2.7'--- IE 8 CID 425.42 E F ARE �f RECORD OWED TLANIJSC� E PINE 01 0 8 SIRUCTURE NOT FOUND 0- Now, mom Al. If C - 1-1- __1 ) 7 y TRUE POINT OF -.--SD - U_ `\ �7 00, DJOIN G eq IN - POWER ESM'T REC. LIJ N CONDOMINIUM BEGINNING PER 1�3"RA Y 0210549 ONC. WALr' DEED 2. Drawn by I? LANDSCAPE., SO 9 1;A0 TGT 128 -4 J_ 0) 4.2' 88'48'08" E 264�02*(R) 1�� Checked by J-AWN --428- -- -` F / 11 � I—- --- _ _-.1 --- ___ _ -"-- -_ --- -_ -_ -_ z CONNECT TO LAW STORM MANHOLE MJE 0 C, il 0 WITH SOLID LID z M1_____Op J_ I-K �_4- Date RIM 427.69 (R=427�32) LUT IFDG-LINE- op IE 8" CP NW, NO INVERT DATA 061,10/11 ONNECI 10 1\ AND E �EPART�ENT LO DIN�RY HI�H 0 1'0 J 423�26 (R=422�89) WATER LINE JE 18" CP E, �IA 1/2- 12"o JLEqX �� 8 0 C NECTION Project No 14" 2* DOME Co". 0 IE 18" CP N. 420�67 (R=420.3) DEONE�TED B� -426 in 210029 E CURB IF 30" CP S, 420A7 (R=420,1) BIOUOQ�T. EE\ E �r, S CONCRET' zi N SAN, SEWER M �N. SEWER MANHOLE NGtE 7) 0 0 AND GUTTER ---#^ - ----- 1 4-26.4 8 2P4.01 Consultant Project No UT IN ONNECTION RIM 427.50 IE = 414�01 CHANNEL AT 00 EX; WATER - 1 0 r11 >_ 'IBM# 2, (PMX #9002) CEN'TER- OF MH, I fog �W= a 6 iiLi,,,ioli a iii 81"�� a now" 111111011111111111 a 1011111110111111 a 111111011111111 0 1111111001== a a 0 a a kwom Owner Project No OTH -ST ELEV, 426.84 OUT 8" SIN. (A MATCH LINE SEE ABOVE Drawing No -427-- C�j CALL 448 H0URS LA T. [CURB IS 966,98'(C) S. 320TH S BEFORE YOU DIGI CU�B ISLAND ^ 0% M MW = 1-800-424-5555 0 Eli C2%1 14 I N L-'!JW'gP1 0 ENTRY DRIVE, TYP,, REFER TO CIVIL PLANS LIBRARY MONUMENT SIGN EXISTING CROSSWALK AND CURB RAMP, TYR EXISTING LAWN TO REMAIN, TYR EXISTING STREET TREE TO REMAIN, TYP. W cc U) 0 CY) tl CONCRETE PAVEMENT BAND AROUND BUILDING WITH SPECIAL FINISH, TYPI. 20' BUILDING SETBACK LIMIT OVERHEAD POWERLINES, tYR— PROPERTY LINE, TYP. SITE SEA]" 01MENT, TYP. ... ... BICYCLE RACK, TYP. BOLLARD, TYP. EXISTING TREE TO REMAIN, TYP. CRITICAL ROOT ZONE, TYP, TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS ------ REQUIRED TYPE I LANDSCAPE SCREEN AROUND TRASH ENCLOSURE — — ----- REFER TO P:P PA,11 V! GAP"',* AND DETENTION POND PLANTING NOTES: Library Planting Area — Low shrubs, groundcovers, ferns and grasses in linear patterns that highlight the character of the building and geometry of the building and parking lot area of the site, The planting will be light in color and texture. It will provide visual interest as visitors approach the building or when viewed from inside the library. The trees along the street side will be small to medium size with light leaf canopy. Parking Planting Area — Mix of drought —tolerant, northwest native UB and adaptive low shrubs and groundcovers in a low evergreen and deciduous understory. Trees will be large to provide shade for parking pavement areas. The planting will be in accordance with City of Federal Way Type III landscaping standards where it abuts the public right—of—way. Site Interior Planting Areas — A mix of drought —tolerant, northwest native and adaptive low shrubs and groundcovers planted in bold arcs and patterns to create visual patterns to frame the library site and provide visual transition to the buffered edges of the site. Color and seasonal interest will be primary considerations for plant selection. Augmented Buffer Areas — Evergreen and deciduous trees, UD shrubs and groundcovers will be added to supplement existing plants to complete a required landscape buffer or screen. Landscape Buffer — Evergreen and deciduous trees, shrubs and groundcovers to form Type I landscape buffer screen between the library site and the adjacent residential lots. UF Rain Garden — A mix of water tolerant shrubs, grasses and perennials to provide stormwater flow control. Detention Pond — Mix of grass and shrub species that tolerate periods of standing water during rain events, Undisturb Existing Buffer — Existing planting left intact at undisturbed edge of site. May require select locations for additional evergreen shrubs and trees to augment the existing buffer planting, EXISTING FENCE TO REMAIN ALONG ALL PROPERTY LINES ON WEST SIDE OF SITE FROM S. 320TH STREET TO S. 318TH STREET STONE RETAINING WALL 3 ADA PARKING SPACES REQUIRED 15' TYPE I LANDSCAPE BUFFER PEDESTRIAN CONCRETE WALKWAY PARKING AREA REFER TO CIVIL PLANS CURBS NOT SHOWN IN PARKING AREA, REFER TO CIVIL PLANS FOR EXTENT OF CURBS AND %An if-r-1 n_rr\nr"* SITE MATERIALS: GENERAL NOTES: CAI T--aO VVIII LIU VVCXU=7J IC;U VVJU I Ck 1U11y CUM I latK, 11 1—Y1 VUJ lu irrigation system,, 2. Critical Root Zone (CRZ) of existing trees to remain denotes approximate area of protection for tree during construction, The CRZ is equal to one inch radius for each inch diameter of the tree being protected. Refer to Tree Inventory Report prepared by Urban Forestry Service for full existing tree data. a All planting areas will be have a minimum of 3 inches of organic mulch. 4. A minimum of 2596 of all plants will be drought —tolerant, 5. Type I landscape buffer is shown along the property lines of residential properties in accordance with City of Federal Way standards for solid screens between incompatible uses. 6, Groundcover plantings will be chosen and spaced to achieve 10096 coverage in 3 years, 7. See Civil Plans for vehicular pavements, utilities, stormwater facilities and grading. 8, See Electrical Design Narrative for extent of site lighting, Vehicular Asphalt Pavement �' J1 Vehicular Concrete Pavement Pedestrian Concrete Pavement Site Seating Elements and Trash Receptacle Bollards Bicycle Racks LIBRARY MONUMENT SIGN 0 10 20 40 N E Drawing Tlde Landscape Plan Drawing soales Indloated aWl to W' x 4 Z' dra*ing sheets. Scale may not be accurate If drawing plots are less than this size. Revisions No. Description Date Drawn by MK Checked by SS Date 06-10.11 Project No 210029 Consultant Project No Owner Project No Drawing No ti ED M SITE PLAN (Parking Alternate - 61 Stalls) 11" = 30'-0" 0 I i P Ni P Hatched are approximate extents asphalt pavint modify as requires finish surface, flui asphalt paving; demolition of existing Existing curb cut at site entry Existing curb cut at sidewalk asphalt paving; coordinate existing asphalt paving :had area indicates approximate nts of existing asphalt paving to ain; modify as required to provide h surface flush with new asphalt ng; coordinate demolition of existing bS, etc. roximate location of geothermal piping hound -source heat pump system; see hanical narrative for description of am; coordinate with detention ponds rain garden systems per Civil site plan-, �dinate with modifications to existing m drainage ditch per Civil site plan naln See Landscape and Civil Site Plans for additional Information. SITE PLAN (Full Parking uildout - 93 Stalls) ra 2 U10 E cn LU MC: to. CL p W W z z z CLI W Z CL C� M LAN 0 b LLI C: CY) 0 < 4) X Ali C4 M .0 co *zw At C 0 0) Schematic Design Drawing Title SM PLAN Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions No. Description Date Drawn by IEK Chocked by Checker Date June 10, 2011 Project No 210029 Consultant Project No Owner Project No Drawing No Ai'm 00 7 1 1 El R [A— IC r1_9 LIP $441-11k. t1r**od Soo Shuctur" Seismic brace( see Structui 0), 4 9 1 T 10 L 140'-0" L 44-9" 83'-0" 12'-3" L 1 1 Note: Furniture and fixtures In I =4 I I I I 1 1 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2V-0" 20'-0" .... . ..... B140'-0" L 2 D8 10 LEVEL 1 1/8" = V0" 0 ROOM NO. REMARKS - --------- it twiUmio =1E. M MR 1_1 Meeting Room -- - ------- 'Women's Toilet 14 Men's Toilet Study Room Quiet Study World AMH -Staff Janitor Staff Toilet Break Room MET FIN''ISH SCHEDULE NOTES 1. Refer to interior elevations and finish plans for additional finish information. 2. Provide window coveting WC-1 at all exterior windows. 3. For legend sub -numbers, eg. ACP-1, P-1, see related Division 9 specification sections. FLOOR PLAN NOTEI 1. All furniture is by OF01. 2. All interior partitions are type 12 unless otherwise noted; see acoustical report for additional gypsum board partition information. 3. For interior partition types, refer to A541. 4. For locations of fire rated walls and smoke partitions, refer to G01 1. 5. For interior partition framing details, refer to A542. 6. All dimensions are to face of stud, face of concrete, centerline of door or window opening and grid line, UNO. 7. For door opening dimension, see Door and Frame Schedule, A601. 8. For typical location of door openings not dimensioned, see Door and Frame Schedule and jamb details. For typical hinge side layout dimensions, refer to A551. 9. Where wall types vary, adjust stud location as required to align with wall finishes. 10. Provide backing plates at all walls containing casework and wall hung furnishings and equipment. Refer to Sheet A542. 11. For floor finishes, see the Room Material and Finish Schedule. FINIt'"M SCHEDULE LEGEND ACP Acoustic Ceiling Panel (ADP-1) PL Plastic Laminate (PL.-1) AWP Acoustic wall Panel PLAs Plaster CMU Concrete Masonry Unit PWD Plywood Concrete (CONC-1) CT Quarry Tile (QT-1) CPT Carpet (CPT-1) RB Rubber Base (RB-1) CS Cementitious surface material (CS-1) RF Resilient Flooring (RF-1) CT Ceramic Tile (CT-1) RP Resin Panel (E) Existing RST Resilient Starr Treads (RST-1) EPT Epoxy Paint (EPT-1) RW Resinous Wall (RW-1) ES Exposed Structure sCB Self Cove Base (SCB-1) FAF Fluid Applied Flooring (FAF-1) SST Stainless Steel FRT Fire Retardant Treated SSG Structural Siliocone Glazing GWB Gypsum Wall Board ST Stone Tile (ST- MCP Metal +Gelling Panel (MCP-1) VP Veneer Plaster MP Metal Panel (MP-1) W Wall Covering MR Moisture Resistant WC Window Covering MTL Metal WD Wood (WD-1) P Paint WM Walk -toff Mat PCs Precast Concrete Stair WP Wall Protection (WP-1) Schematic Design Drawing Title FLOOR PLAN LEVEL I Dra,v�ng siA,�es apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions No. Description Date Drawn by 1EK Chocked by checker Date .tune Proiect No owner Project No Drawing No �� 1 1 1 1 2 3 0 R 10 x N IV riNORTH ELEVATION . ... ... �A201 1/8" = V-0" �i� (21 Is) s', �s� i�J '�ei 1 i WEST ELEVATION r4-'EAST ELEVATION 1/8"= V-0" A201 1/8"= V-0" CL cv cv to 2!! 0 EXTERIOR ELEVATION GENERAL NOTES -- -------- EXTERIOR ELEVATION SYMBOLS LEGEND LOW P�AET 445'- 0" Window Type Ow Kq2t- 443'- 0" EXTERIOR ELEVATION MATERIALS LEGEND = Metal Panel Metal Panel Wall Assembly I Metal Panel Wall Assembly 2 Metal Panel Well Assembly 3 CMU Veneer Wall Spandrel Glass wl insulated stud wall behind 0 Z 0 E MOO W F- CL C', WNWrn Cz Z ce. z iB Z (D Wti Z CL CV-) C") L (C=,> CL U ca Uj Cj (0 < Schematic Design DravAnq Title WILDING ELEVATIONS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions No. Description Date Date June 10, 2011 Project No 210029 ��- gr- I' � 2 3 4 5