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17-103629FILE Federal Way August 28, 2017 Jeff Carpenter 407 4"' Street Mukilteo, WA 98275 Re: File #17-103629-00-PC, PREAPPLICATION CONFERENCE SUMMARY More Space Storage LLC, 29001 Military Road South, Federal Way Dear Mr. Carpenter: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor jef@c-pacl lc.com Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held August 17, 2017. 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 Jim Harris, 253-835-2652. jim.harris@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Proposal to construct two, 36,000 square -foot storage buildings and one, 2400 square -foot storage building. Site improvements propose a total of three parking stalls. 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. Mr. Carpenter August 28, 2017 Page 2 • Public Works Traffic Division • Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency permit with application fee of $4,650.00 is required for the proposed project. Traffic Impact Fees (FWRC 19.91) -Traffic impact fees are required and will be assessed at building permit stage. ■ Frontage Improvements (FWRC 19.135.040) — Construct street frontage improvements and dedicate right-of-way (ROW) along the property frontage on Military Road S. ■ Access Management (FWRC 19.135.260) — The development shall meet access management standards. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. COMMUNITY DEVELOPMENT —PLANNING DIVISION (Jim Harris, 253-835-2652, jim.harrisO.citvoffederalway.com) 1. Land Use Designation — The subject property is within the Neighborhood Business (BN) zone. Self - storage is a permitted use in the BN zone subject to regulations set forth in FWRC 19.215.130. The following information is based on the materials submitted forthe preapplication meeting. 2. Land Use Application — Construction of a self -storage facility requires a Use Process 111 Master Land Use application. Process III requires administrative site plan review conducted by city staff with a final decision issued by the Director of Community Development. 3. Environmental Review — The project is subject to environmental review under the State Environmental Policy Act (SEPA) as the proposed construction of new buildings exceed flexible thresholds (buildings larger than 12,000 square feet) pursuant to FWRC 14.15.030.1(c). An environmental threshold determination made by the Director of Community Development must be issued prior to Process III and building permit approval. 4. Land Use Review Timeframes — The Planning Division will notify the applicant of the application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. The FWRC limits the administrative review to 120 days from the date of a complete application. The 120-day review period will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification, or the land use application will expire. 5. Public Notice — Process III applications and SEPA determinations require a public notice and 15-day public comment period. Within 14 days of issuing the Letter of Complete Application, a Notice of Application will be published in the Federal Way Mirror, mailed to property owners within 300 feet of the subject property, posted on the subject property, and placed at the city's designated notice boards. SEPA notification will be done in accordance with FWRC 14.10.040. 17-I0i629-00-PC Doc ID 763,0; r� Mr. Carpenter August 28. 2017 Pa-e 3 Two sets of stamped, addressed mailing envelopes, with return address and a corresponding list of all property owners within 300 feet of the site and associated parcel map depicting the 300-foot notification radius must be provided for the public notice process. Please reference the enclosed mailing labels handouts bulletin for instructions on preparing the envelopes. 6. Application Fees — The formal application must be prepared in accordance with the City's Development Requirements checklist (enclosed) and must be accompanied by the appropriate fees. As fees change annually, please contact Development Specialist staff for the current application fees for Use Process III, SEPA and other permits/reviews identified in this letter. Development Specialists can be reached at 253-835-2607 or permiteenter a cityoffederalwa -.eom. 7. Environmentally Sensitive Areas —There are no mapped environmentally critical areas on or adjacent to the site. Key Development Regulations — FWRC 19.215.130, Self -Storage, provides specific design and use requirements for the proposed self -storage buildings. The formal site plan must include the following: a. Required Setback and Lot Coverage — Minimum building setbacks are 25 ft. (front), 20 ft. (side) and 20 ft. (rear). No maximum lot coverage applies. b. Hours — Per Note 1, FWRC 19.215.130, the hours of operation of self-service storage facilities uses may be limited to reduce impacts on nearby residential areas. c. Maximum Site Area — Per note 2, FWRC 19.215.130, the portion of the subject property that is developed with self-service storage facilities and related site improvements shall be no greater than three acres. All site areas including landscaping outside the right-of-way and parking to serve the self -storage business are included in the site area calculation. d. Building Sipe — Per note 3, FWRC 19.215.130, no single building shall contain more than 40,000 gross square feet of building area. e. Building Height — Per note 4, FWRC 19.215.130, the allowed height for a self -storage building in the BN zone is 35 feet above average building elevation. Building height is limited to 30 feet above average building elevation within 100 feet of the residential zone to the west of the subject property. Otherwise, the maximum allowed building height is 35 feet above average building elevation. f. Per note 5, FWRC 19.215.130, no door opening of any storage unit shall face any residential zoned property (west). g. Per note 6, FWRC 19.215.130, vehicle maneuvering areas shall be located as far as possible from adjacent residential zones, and secondarily public rights -of -way. h. Per note 9, FWRC 19.215.130, no outdoor use, activity or storage is permitted. i. Per note 10, FWRC 19.215.130, no individual storage locker may exceed 500 square feet. J. Per note 11, storage facilities are limited to dead storage only. 17-103629-00-PC Doc ID 76303 1%qr. Carpenter nueust 28. 2017 Pane 4 With the SEPA and Process III application you will need to provide a written narrative of how the proposal complies with each of the Special Notes and RegUlations contained on FWRC Use Zone Chart 19.215.130. 9. Community Design Guidelines — Review of the proposal under the city's Community Design Guidelines, FWRC Chapter 19.115, is required for the project and will occur in conjunction with the Process III review. The principal applicable guidelines for the project are summarized below. However, this does not necessarily include all applicable guidelines, and project designers must consult the guidelines in their entirety in preparing an application. A written narrative provided in conjunction with the land use application must identify how the proposal complies with the applicable design guidelines, as outlined in the FWRC and as summarized below. Building Fagade Modulation and Screening Options — Pursuant to FWRC 19.1 15.060(2), all building facades that are both longer than 60 feet and visible from either a right-of-way or residential use or zone shall incorporate at least two of the four following options for modulating and/or screening, except, however, facades that are solidly screened by Type I landscaping may use facade modulation as the sole option under this section. 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 can be considered, provided that the intent of the section is met. ii. 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 entrances. iii. Canopy or Arcade — Minimum length is 50 percent of the length of the facade using this option. Canopy must extend a minimum of six feet outward from the building with at least 10 feet of clearance as shown below. 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. If this treatment is chosen, the plaza should be clearly visible and accessible from Military Road. These above requirements apply to all sides of the project as all sides are visible from rights -of - way and/or residential areas. The above -referenced "two of four" options shall be incorporated along the entire length of the facades, 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. • Building Articulation and Scale — Building facades visible from rights -of -way and other public areas, in addition to blank walls, should incorporate methods of articulation and accessory elements per FWRC 19.1 15.060(3). Some potential treatment options to consider are faux or real windows at relevant scale to the facade, use of trim, material variations, texture changes, overhangs, canopies, awnings, banding, etc. • District Guidelines —The district guidelines identified in FWRC 19.1 15.090(1)(a-f n and s) must be addressed in the site plan and architectural elevations. Major elements of these guidelines include, but are not limited to, the following: 17-1030N-00-VC D-IU 76303 ^1 Mr. Carpenter Aua«st 29. 2017 Pace 5 • Surface parking may be located behind the building, to the side(s) of the building, or adjacent to the right-of-way; provided, however, that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWRC 19.1 15.050(4). • Entrance facades shall front on, face, or be clearly recognizable from the right-of-way; and shall incorporate windows and other methods of articulation. • Building entrances shall be architecturally emphasized and shall incorporate transparent glass. • Ground floor entrances to retail sales or services shall incorporate plaza features or furnishings, and/or streetscape amenities, in a context -sensitive amount and combination, considering the scale of the retail use(s) and entrance(s) to the overall building or development, and the proximity and access to other existing plaza or streetscape features. • if utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined by Chapter 19.125 FWRC, shall utilize vinyl - coated mesh, powder -coated poles, dark color(s). and architectural element(s) such as pole caps and/or decorative grid pattern. • All new buildings shall appear to have a roof pitch ranging from at least 4:12 to a maximum of 12:12. Pedestrian Access'— A pedestrian pathway connecting the office to Military Road is required. Pedestrian pathways should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. 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. Crime Prevention through Environmental Design (CPTED) — FWRC 19.115.010(2) OPTED, requires minimum standards for design review to reduce the rate of crime associated with persons and property, thus providing for the highest standards of public safety. CPTED principles are: 1) natural surveillance; 2) access control; and 3) ownership. The enclosed CPTED checklist must be submitted with the formal land use application to be reviewed by Community Development and Police Departments. 10. Landscaping — The Process III application must include a preliminary landscape plan prepared by a licensed landscape architect in accordance with the landscape requirements contained in FWRC Chapter 19.125 "Ouldoors, Yards, and Landscaping. " Following are the key landscape requirements for the project. A landscape plan prepared by a Washington State licensed landscape architect shall be submitted with the fonnal application. Please follow general guidelines outlined in FWRC 19.125.040(1 through 28) when preparing the site plan and planting schedule, especially: (22) Screening of blank building walls. Building walls which are uninterrupted by window, door, or other architectural feature(s) listed in FWRC 19.1 15.060(3)(b), that are 240 square feet or greater in area, and not located on a property line, shall be screened by landscaping. Such planting shall include trees, shrubs, and groundcover 17-103629-00-rc. D.cID- 7G303 Mr. Carpenter ALlaust 28. 2017 Noe appropriate for the area proposed. (24) All loading areas shall be fully screened from public right-of- way or nonindustrial/manufacturing uses with Type I landscaping. Perimeter Landscape Buffers — Perimeter landscape buffers are required around the entire site as identified below for the self -storage use and the specific location. o Along the south and north property lines a -landscape strip a minimum five feet in width shall be planted with Type I solid screen landscaping (FWRC 19.125.060(5) & Note 12 FWRC 19.215.130). o Along the west property line abutting the adjacent residential zoning district, a landscape strip a minimum 15 feet in width shall be planted with Type I solid screen landscaping (FWRC 19.125.060(5) & Note 12 FWRC 19.215.130). o Along the east property line abutting the public right-of-way, a landscape strip a minimum 5 feet in width shall be planted with Type III visual screen landscaping (FWRC 19.125.060(5) & Note 12 FWRC 19.215.130). Type Ill landscaping is intended to provide a visual separation from streets so as to soften the appearance of parking areas and buildings. Type IiI landscaping is a mixture of evergreen and deciduous trees, interspersed with large shrubs, and groundcover planted to provide complete coverage of the planter area within three years of planting. Tree, shrub, and groundcover spacing shall be appropriate for the species type, and the intent of this section. Type i (solid screen) landscaping is intended to provide a solid sight barrier to totally separate incompatible land uses. Type I landscaping shall consist of evergreen trees, large Shrubs and groundcover, which will provide a 100 percent sight -obscuring screen within three years fi-om the time of planting; or a combination of approximately 75 percent evergreen and 25 percent deciduous trees, with an allowable five percent variance, with large shrubs, and groundcover backed by a 100 percent sight -obscuring fence. Tree, shrub, and groundcover spacing shall be appropriate for the species type, and consistent with the intent of this section. Interior Parking Lot Landscapi77g— Pursuant to FWRC 19.125.070, commercial developments with Lip to 49 parking stalls shall provide 20 square feet of interior parking lot landscaping per parking stall. Type IV parking lot landscaping is required to be installed at the ends of all rows of parking and disbursed throughout the interior parking area. The site plan must list the specific size of each landscape island proposed for interior parking lot landscaping in order to verify the required calculation is provided. Landscape islands must be a minimum width of six feet between stalls and at the ends of all parking stall rows. Lighting fixtures shall not replace any required interior parking lot landscaping. The submitted landscape plan must provide calculations to demonstrate how this requirement is met for parking stalls. FWRC 19.125.070(5) requires parking areas to be screened from public rights -of -way with either a three -foot -tall berm installed within the perimeter landscaping buffer, architectural features, or substantial plantings added to the landscaping. 11. Tree Density Requirements — A tree and vegetation retention plan as required under FWRC 19.120.040(2) must also be submitted with the Process iII or Process IV land use application. The tree 17-103029-00-I'C Uoc ID: 76303 Mr. Carpenter August 28. 2017 Paoc 7 and vegetation retention/replacement plan must be prepared by a certified arborist or certified landscape architect. The standards require each development to maintain a minimum tree unit density. As required under FWRC 19.120.130(2), the minimum tree density in the BN zone is 20 tree units per acre. A tree unit is a value assigned to existing trees retained on the property or replacement trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must clearly show where the 21 tree units are to be located. The formal landscape plan must detail information about tree unit credits and replacement. 12. Rockeries/Retaining Walls — See FWRC 19.120.120(3)-(7) for specifics about retaining wall requirements of height, location, landscaping, and material composition. For commercial lots, rockeries and retaining walls shall be a maximum of six feet in height as measured froth finished grade at base of wall to top of wall. 13. Rooftop Mechanical Equipment — Per FWRC 19.1 10.070. vents and similar appurtenances that extend above the roofline must be surrounded by a solid sight -obscuring screen that is integrated into the architecture of the building and obscures the view of the appurtenances from adjacent streets and properties. Please provide screening details on the elevation drawings. 14. Lighting — In addition to CPTED lighting standards, the following shall apply: lighting levels shall not spill onto adjacent properties (FWRC 19.105.030); lighting shall be provided in all loading, storage, and circulation areas; and lighting standards shall not reduce the amount of landscaping required for the project (FWRC 19. l 15.050). A photometric lighting plan that meets the standards of the Illuminating Engineering Society (IES) minimum outdoor light levels will be required with the Process III application. 15. Garbage and Recycling — The new building must provide trash and recycling facilities as described in FWRC 19.125.040(4) and FWRC 19.125.150. The trash enclosure area may not be located within required setback areas or landscape buffer areas, must be screened according to the landscape chapter, and must be architecturally consistent with the design of the primary structure on site. 16. Clearing & Grading — The applicant is required to provide a clearing and grading plan in conjunction with the Process III review. Consult FWRC 19.120.040.1 for items that are required to be included on the plan, including the anticipated amounts of cut and fill. 17. Tacoma Smelter Plume — The subject property is located in the Tacoma Smelter Plume detect area containing 20.1 ppm to 40.0 ppm arsenic and lead concentration. Please contact Eva Barber, Technical Assistance Coordinator, Department of Ecology, at Eva.Barber@ecy.wa.gov or 360-407- 7094 regarding the Voluntary Soil Clean -Up Program. The City will require soil testing and soil cleanup (if applicable) as a component of the SEPA and land use review and site development. 18. Time Limitations — Per FWRC 19.15.100(2), the applicant must substantially complete construction for the development activity and complete the applicable conditions listed in the decision within five vears after the final decision. Requests for time extensions may be granted by the Director of Community Development if criteria set forth in FWRC 19.15.1 10 can be met. 17-103G10-1,�0-PC. Doc ID 76303 Nlr,, Carpenter August 28. 2017 Page 8 PUBLIC WORKS DEVELOPMENT SERVICES DIVISION Cole Elliott, PE, 253-835-2730, cole.elliolt(a-),citvoffederal►vay.com ) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the manual. 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 nine 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 Addendum can be found at the following website: www.cityoffederalway.cotn/node/1467. 2. The project lies within a Conservation flow control area, thus the applicant mast design the flow control facility to meet this performance criteria. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. In addition to the KCSWDM, our initial review suggests that FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following itetns are applicable: l.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; l .b. 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; 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; 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. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 5. Detention and water quality facilities for private commercial developments outside the City Center Core must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. 6. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 17-103629-00-PC Doc ID 76+0: Mr. Carpenter August 28. 2017 1'•ige 9 7. Existing system drawings (attached) indicate the existing strip mall to the north has a storm system and pond located on this parcel. The proposed system should be separate unless the applicant is willing to update the existing system to the current standards. 8. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction stonn water permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at litt ://www.cC ,wa. ovl ro rams/w /stormwater/construction/index.htmI or by calling 360-407- 6048. Right -of -Way Improvements 1. See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must have clear title prior to recording. 3. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. Engineering 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 $2,430.00 for the first 18 hours of review for Commercial building permits. Additional review time is charged at $135.00 per hour. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the state of Washington. 2. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at: www.citvoffederalway.com/node/1467 to assist the applicant's engineer in preparing the plans and TI R. 3. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period_ 4. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two- year maintenance period, the remainder of the bond will be released. Maintenance for public roads 17-I036"_9-00-PC Doc ID 7630; Mr. Carpenter August 28.2017 Paae 10 and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 5. When 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. 6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of I" = 20', or larger. Architectural scales are not permitted on engineering plans. 7. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures in accordance with KCSWDM Appendix D must be included within the plan set. 8. Temporary Erosion and Sediment -control (TESL) measures, per Appendix D of the 2016 KCSWDM, just be shown on the engineering plans. 9. 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, saradv.long(i cityoffederahvay.com FWRC 19.90: Transportation Concurrency Analysis Based on the submitted materials for 75,000 square feet of self -storage, the institute of Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 151 (Mini Warehouse), the proposed project is estimated to generate approximately 20 new weekday PM peak hour trips. As such, a concurrency permit is required for this development project. The Public Works Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 2. The estimated fee for the concurrency permit application is $4,650.00 (1 1 - 50 Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The fee will be determined 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. FWRC 19.91: Transportation Impact Fees (TIF) Based on the submitted materials for 75,000 square feet mini -warehouse, the estimated traffic impact fee is $88,498. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance (FWRC 19.100.070 3(a)). 17-103639-00-PC Doc ID 763,03 Mr. Carpenter August 28. 2017 Page i I FWRC 19.135: Street Frontage Improvements and Access Management The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map I11-4 in Chapter III of the Fecleral Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table I11-10 (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: Military Road S is a Minor Arterial planned as a Type "G" street, consisting of a 66-foot street with curb and gutter, six-foot planter strips with street trees, eight -foot sidewalks, and street lights in a 100-foot right-of-way (ROW). Assuming a symmetrical cross section, 20- foot ROW and half -street improvements are required as measured from the street centerline. 2. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $290 ($270.00 plus $20 recording fee). 3. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 4. The proposed driveway on Military Road S must be located no closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. Per the site plan, it appears the development has a shared access with the property to the north. This shared driveway could serve the development without additional driveway on Military Road. 5. Please show all neighboring driveways within 150 feet of the proposed driveway(s) on either side of the street. 6. Adequate throat length must be provided and should be at least 40' from the edge of pavement or curb. 7. The applicant must submit a Vehicle Turning Diagram to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. -8. For driveways that serve uses otherthan single-family residential uses and zero lot line townhouse developments, the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FWRC 19.135?70). 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. 17-1036'0-00-PC Nc ID 76303 Mr. Carpenter Au —oust 28. 2017 Pace 12 PUBLIC WORKS — SOLiD WASTE AND RECYCLING DIVISION Rob Van Orsow, 253-835-2770, robyQcitvoffederalway.corn Solid Waste & Recycling Design Considerations Solid waste and recycling design considerations for commercial or multi -unit residential housing include: Space Required and Enclosure Basics • 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. Note that this typically makes up only about 1/3 of the combined space needed for solid waste and recycling containers combined. • In general, per unit services costs are lower for larger containers emptied less fi•equently. Sites that do not allow ample space for containers will tend to have higher service costs over the long term. • Basic solid waste and recycling services can be accommodated within a single enclosure with clear interior dimensions measuring 10' deep by 20' across. A two -door swing -open or roll -open gate should span the front 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 both 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 convenient access to exterior containers screened by enclosure(s). Vehicle and Service Access Plan for unobstructed enclosure ingress and egress for service vehicles, preferably in -line with enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential `blind spots' during entry and while backing. Screening Specification for Enclosures Consider landscaping, setbacks and screening requirements, based on FWRC 19.125.040 (4) & (5). Large Scale Projects and On -Site Waste Compaction • Note that lar-er-scale commercial or multi -unit housing developments may see long-term savings from the use of on -site waste compaction equipment. Planning elements for this equipment includes larger enclosure dimensions, defined overhead clearances, power utility access, and drainage management. o For grocery stores, restaurants, or multi -family facilities, "Self -Contained" waste compactors are preferred over "Stationary" or "Break Away" compactors. Compactors may need to be covered and connected to the sanitary sewer, since compacted wet wastes can cause leakage and surface water nuisances. 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 tenant use, o Movement of wastes and recycling items from interior units to collection areas, and o Enabling access by business tenants and/or residents to exterior waste and recycling enclosure(s). 17-10i074-00-11C Doe ID 7630; i%lr. Carpenter nuLlust 28. 2017 Pace 13 Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste Management. Contact: Dian Young, Route Manager, at 253-804-6815 (office) or 253-455-0355 (cell). COMMUNITY DEVELOPMENT — BUILDING DIVISION Peter Lawrence, 253-835-2621, Peter.Lawrenc!t@citvoffetleralway.corn International Building Code (IBC), 2015 Washington State Amendments WAC 51-50 International Mechanical Code (IMC), 2015 Washington State Amendments WAC 51-52 Unifortn Plumbing Code (UPC), 2015 Washington State Amendments WAC 51-56 & WAC 51-57 International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2017 Accessibility Code, 1CC/ANSI Al 17.1 - 2009 Washington State Energy Code, 2015 WAC 5 1 -11 Building Criteria Occupancy Classification: S-1 / B Type of Construction: UNK Floor Area: 36,000 and 2400 Number of Stories: 2 Fire Protection: yes Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 A completed building permit application and commercial checklist required. (Additional copies of application and checklists may be obtained on our web site at www.citvoffederalway.coln.) Submit _5_ sets of drawings and specifications. Specifications shall include: _2 Soils report, _2_ Structural calculations, and _2_ Energy calculations, —2_ Ventilation calculations. Note: A Washington State Registered architects' stamp is required for additions/alterations (new or existing) of 4,000 gross floor areas or greater unless specifically listed as an `'exempt'' structure per the Revised Code of Washington (RCW). 17-1(1.' 00-P(. Doc ID 76303 Mr. Carpenter August 28. 2017 Pace 1=4 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. Some project may require a third party review or inspection. The cost to cover these fees is the responsibility of the applicant. Any third party fee is in addition to regular permit fees and costs Review Timing The first comment letter can be expected within 6-8 weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. Other Permits & Inspections Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the Building Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. Construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, the general or representative, all subs, the architect or representative, the engineer or representative, electrical contractor, and any other interested party, should attend this meeting. Meetings will occur at the Building Department and will be scheduled by the inspector of record for the project. LAKEHAVEN WATER AND SEWER DISTRICT Brian Asbury, 253-946-5407, BAsbury@lakehaven.org Lakehaven's comments below, regarding the proposed 75,000 sq. ft. (3 buildings) self -storage facility development on tax parcel 0421049048. Let me know if you've any questions or need additional information. Water a A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). 17-I036]e-00-PC Doc ID 76:0: Vlr. Carpcntcr August 28_ 2017 Page 15 Certificate is valid for one (1) year from date of issuance. if Certificate is needed, allow 1-2 work days to issue for typical. Current/2017 cost for a Water Certificate of Availability is $90.00. • Hydraulic model results (FF #175) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s, at no less than 20 psi, is exceeded at a fire flow rate above 2,900 GPM. This flow figure depicts the calculated performance of the water distribution system under high demand conditions. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. • A Lakehaven Developer Extension (DE) Agreement will be required to construct new and/or abandon existing water distribution system facilities for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. ■ The site does not have any previous or existing water service connections. • A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger meter/service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Non -single- family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections & meters. • To satisfy premise isolation requirements, the installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic & irrigation service meter is required pursuant to WAC 246-290-490 & Lakehaven standards regarding premise isolation. As low health cross -connection hazards, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. For the fire protection service, either a double check detector assembly (DCDA) or a reduced pressure detector assembly (RPDA) is required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoepflteLakehayen_a[ , 253-946-5427) for additional infonnation on premise isolation/BPA installation & testing coordination. ■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate fi-om any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change Without notice. o Water Service/Meter Installation -Domestic, 1" preliminary size: $310.00 Drop -in Meter Fee. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. o Water Service/Meter Installation -Irrigation, I" preliminary size: $310.00 Drop -in Meter Fee. Actual size TBD by Lakehaven based on applicant's estimated maximum GPM usage rate. o Water Service/Meter Installation -Fire Protection (flow detection meter), 5/8"x3/4" size: $260.00 Drop -in Meter Fee. o Capital Facilities Charge(s)-Water, two (2.00) Equivalent Residential Units (ERU) preliminary estimate: $3,476.00 per ERU. Actual amount due TBD by Lakehaven based on applicant's estimated annual total water usage rate. 17-103629fiW Duc ID 76103 Nlr. Carpenter ilu11us1 28. 2017 Pa,e 16 Sewer • A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. Current/2017 cost for a Sewer Certificate of Availability is $90.00. ■ A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the sanitary sewer system, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. In addition to all other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2017 schedule) will be as follows. Actual connection charges will be detennined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change Without notice. o Sewer Service Connection Pen -nit: $210.00 fee. o Capital Facilities Charge(s)-Sewer, one (1.00) ERU preliminary estimate: $3,325.00 per ERU. Actual amount due TBD by Lakehaven based on applicant's estimated annual total domestic water usage rate. General • All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages (li ://www,lakeliaven.orp _04/Develo menu -En ineeriii-) • Utility conflicts should be identified and coordination (if necessary) should occur as early as possible in the planning process. Project will need to avoid encroachment with existing Lakehaven system facilities and easements (including any setbacks necessary for building foundation load zones). New perimeter landscape requirements may conflict with existing easement terms & conditions, and if so owner should coordinate any required revisions with the City and Lakehaven early in the pre-design/planning phase to avoid delays in overall project development. • All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE Chris Cahan, 253-946-7243, chris.cahan@southkingfire.org Water Supply: Fire Flow: The required fire flow for this project is 1500 gallons per minute. A Certificate of WaterAvailablllty including a hydraulic fire floiv model shall be requested from the water district and provided at the time of building permit application. Fire Hydrants: This project will require at least 2 fire hydrants in approved* locations. 17-10.3,6I9-00-PC Doc IU 7630.3 Mr. Carpenter AUQUst 28, 2017 Pace 17 Existing fire hydrants on adjacent properties shall not be considered unless fire apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. *Hydrant(s) spacing along access roads and location in relationship to buildings and sprinkler FDC shall be approved by Fire Marshal's Office. Fire hydrants shall be in service prior to and during the time of construction. Emergency Access: Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 (enclosed). Access through adjoining roe to the north at the northwest corner of the property is re aired to meet rninimum fire access standards. An easement for access through that property is re uired prior to building Pei -III it approval. Approved firefighter access footpath is required from access roads to north side of buildings A, B, & C and on west side of building C. Designated and marked fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Requirements and marking options can be found in title 8 of the Federal Way Revised Code: http://www.codeptib]isliine.coin/WA/Fedei-alWa��/ apparatus access roads shall be installed and made serviceable prior to and during the tirne of construction. Vehicle Access Gates: All vehicle access gates shall comply with Gate Policy (enclosed). Fire Department Lock Box: A recessed fire department "Knox" brand key box shall be installed on the building near the front entrance. Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite. Fire Sprinkler System: An NFPA 13 firesprinkler s stern is required in buildings A & B. An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required autornatic fire - extinguishing system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the correlative water supply curve pressure. Fire Alarm: A Fire Alarm Svstem is required in buildings A & B. City Code requires an automatic fire detection system in all building's exceeding 3,000 square feet gross floor area. The fire alarm system is required to monitor the sprinkler system including water flow. Provide full 17-107629-00-PC uuc ID 76303 Mr. Caq)enter August 28. 2017 Page 18 notification as required by NFPA 72. Complete couera, a smoke detection is not required -for this project. This fire detection system shall be monitored by an approved central and/or remote station. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. 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, Jim Harris, 253-835-2652. We look forward to working with you. Sincerely, Jim Harris Senior Planner ene: FWRC 19.215.130 Master Land Use Application Process IiI Development Requirements Submittal Checklist Process IIi Handout Mailing Label Handout Parking Lot Design Handout Tree Density Worksheet CPTED Checklist Lakehaven Attachment Map c: Cole Elliot. Public Works Department Development Services Manager Sarady Long, Senior Traffic Engineer_ Public Works Traffic Peter Lawrence_ Building Division Chris Cahan. South King Fire & Rescue Brian Asbury. Lakehaven Water and Sewer District iI-1Doc ID. 76303 Lakehaven1 '. WATERS 5FWFP DLS-M;,-3 -� CITY OF FEDERAL WAY 1 �ELOPMENT REVIEW COMMITTEE Preapplication Conference Sign -In Sheet More Spare Storage 17-103629-PC, August 17, 2017 NAME WITH PHONE & EMAIL Jim Harris FW Planning Jim.harris2,,cityoffederalway.com 253835-2652 r w I"a,-e S -c.c J e 3Gd- P E 6rMi LARAXILL �a� • 310-�7� L (���n►�1 C � �-{ SPA 3cQ�-sic 3zB-i _11qrJ ��kKC-�EP�v w ik a fr Sew z53 - 4�b 3FlS$�uR I..F�Kc kv cr 2 5-8-A -.21OZ4 253 - 14io - ?Z43 �. Lew, Ro \ of �, .la•n e�► qP J CO r LA\ • tAvwv CITY of t. Federal Way August 1, 2017 Jeff Carpenter 407 4th Street Mukilteo, WA 98275 jeff@c.pacllc.com llFILE CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor RE: File No.17-103629-00-PC; MORE SPACE STORAGE PREAPPLICATION MEETING 29001 Military Road South, Federal Way Dear Mr. Carpenter: The above -referenced proposal has been assigned to me as project planner. At this time, the application and preliminary site plan have been routed to the members of the Development Review Committee. A meeting with the project applicant and Development Review Committee has been scheduled as follows: Thursday, August 17, 2017 — 10:00 AM Hylebos Conference Room City Hall, Second Floor 33325 8`1' Avenue South Federal Way, WA 98003 We look forward to meeting with you to discuss your proposal. Contact me at jim.harris@cityoffederalway.com if you have any questions. Sincerely, Dn Harris 4 Senior Planner Dm I D. 76.704 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 31, 2017 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: Jim Harris FOR DRC MTG. ON: August 10, 2017 - Internal August 17, 2017 10:00 AM - with applicant FILE NUMBER(s): 17-103629-00-PC RELATED FILE NOS.: None PROJECT NAME: MORE SPACE STORAGE LLC PROJECT ADDRESS: 29001 Military Road S. ZONING DISTRICT: BN PROJECT DESCRIPTION: Proposal to construct approximately 75,000 square feet of self -storage facilities in 3 separate buildings.. There is a total of 3 parking stalls proposed. LAND USE PERMITS: PROJECT CONTACT: 0ei7 JEFF CARPENTER MATERIALS SUBMITTED: Site Plan Survey Floor Plan Project Narrative 7;�,_- - S. 288TO STREET roh A v V M1 y M -- n A. Or + � . y E, VICINITY MAP SCALE: 1 "=300' RECEIVED JUL 28 2017 ova CITY OF FEDERAL WAY j; ITE CC MMUNITY DEVELOPMENT OR KS 804 W. RICHMOND STREET MILITARY ROAD SELF STORAGE BOISE, ID 83706 Ph: (208) 946-3874 g o N g A z O N usV N N p r 0 o K 0 0 -0-Nr N J LL N LL ci trs LL- Imo` 000 0rrro��O W Q W p ❑ O a N O' O 7_777 17_77=� 00 r' 04 K m Q C) 00 F-- Z u Vf Q w Jx o Q �� ONcDNNrN Z � Zri1-N�u]� O O Z J II � a w a_J m � Q 0 Q J F- O O J � O��NN O O J J � 0 ~LOB x x x x Z x x0000 F_ Z 0 u W N � a v~ior, ❑ ^ m x 'Soo N_ M 7 O W I 1 • � ii d � � N u a i u I ,TI _.__._—___ � IQ —�--—_—'�_••�—__�-- �>t=== --�__" —'r1� 1---------------------- - II-_ _�-�. • �+ r\ I ��. ` t a lG zG 4° ISO r n 1 r ■� ------ L 'r [11���,• ,1 ��I �f\� �`,I i�T �� j I I If ! SCAB 1' = 2'. i —I• — 1 il.-.� _ — — _ — _. ! 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I }�1 I. �{ 1 f- � \ -� _ ~/ r / •r �-�-�_- f r4 1 /-�---�__.r_== r l � I ]�� I r r I 1 �_ i IILN� � 1 r N Q �71� +fr�rrram/. _ 1r l= L - / I - - j 1 f jil 1 LL p Z I l 1 r W LU L Q ■ r f r r . �� r r r� I f r �- Q—O_zD-a .moo. -ram asC� ■rrr�■ rr rr / ■ - r r I ■ / r ■r ■ 1ttL p/yy� QLLI J ' 1 H u GC �_ Z eS71AtAvm fcwvt Dv 0 N ova ■ - {^,� v� CSW PRO]ER NO. 17018 J�\-� DRAWING DATE 07/26/2017 G0 C0.0 METAL SIDING AND ROr�"'^ 0 Lo N i� rM O - e a A D a n a o 0 o D p o D e a n p. BUILDING A WEST ELEVATION WEST ELEVATION BUILDING C WEST ELEVATION MILITARY ROAD SELF -STORAGE BUILDING ELEVATIONS a p p pa a D a D O p A 7 FOUNDATION WALL BELOW GRADE LAr-rAI [Hr%ikIPA MAN DOOR, TYP. L 10 0 10 20 SCALE: 1 " = 20' ..1— clnuv+ M M O O O O N n.�rllnt,.1 1 nrury MILITARY ROAD SELF -STORAGE BUILDING ELEVATIONS norl In�I I nvinv 10 0 10 20 SCALE: 1" = 20' 0 Lo cV N 0 Lo N N M M O METAL SIDING A\IM �Af1C1A1/� BUILDING A METAL SIDING EAST ELEVATION ALIM I%��rnln VVVI\/ 1 11 • L-r%.71 L vP I IWIN \ICTAI f-IP11LI^ BUILDING C EAST ELEVATION MILITARY ROAD SELF -STORAGE BUILDING ELEVATIONS 10 0 10 20 SCALE: 1 " = 20' RECEIVED July 286, 2017 More Space Storage design intent and notes 29001 Military Rd S, Federal Way JUL 2 8 2017 CITY C= FEDEPAL WAY COMMUNITl ` DEVELOPMENT Our intent is to build a self storage facility on this 2.31 acre site. As the lot is sloped we are proposing an over/under style building to take advantage of the slope (daylight basement is another description). Proposed design which we believe fully complies with 19.215.130 of the BN code is comprised of 3 separate buildings. ■ Buildings A and B are each 36,000 SF two story buildings. Both top and bottom floors are drive up accessible and in an over/under design (18,000 SF per floor). Neither will need an elevator or stairwell as a result. • Building C is a single story 2400 SF storage building which provides additional space and screens the property from the view of the residential area to the West (per code). • Building construction is metal building on concrete foundation/slab. The west wall of each of building A/B lower floor will also act as a retaining wall due to lot slope. Color will be gray building with red doors • A retail / office space will be on the East side of building A along Military Rd S + Buildings A and B will be climate controlled (approx. 55 degrees) using in floor radiant heating. Radiant to be installed in the slab of each bottom floor and concrete mezzanine concrete floor of second story. + Fire sprinkler systems will be installed in all required buildings and spaces • Insulation will be installed per energy code The site has an existing storm water retention/detention pond which serves the shopping center to the north (some of their roof and parking lot). Our intent, after consultation with the City of Federal Way is to leave this pond and storm water system alone (un-touched). We intend to build separate storm water retention/detention ponds/systems as noted on our preliminary site plan (one on the south just west of existing and one on the east along military rd). Regarding existing underground utilities our intent is to leave all in place and as is except the water main. As you will see from the survey the water main was not installed within the easement and will need to be relocated to be within the easement. The site will be fully fenced and access controlled with a key pad and entry gate on the east side along military road (per site plan). The exit on the north west corner to the area bordering the shopping center will be exit only for customers and will provide emergency entry/exit access for the Fire Department as needed. More Space Storage LLC Jeff and Nounsi Carpenter 360-'YO-32-67 -11 4011khL� CITY OF Federal Way APPLICATION NO(s) RECEIVE® MASTER LAND USE APPLICATION J U L 2 8 2017 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South CITY OF FEDERAL WAY Federal Way, WA 98003-6325 COMMUNITY DEVELOPMENT 253-835-2607; Fax 253-835-2609 www.cityoffecicrahvay corn f -1 -1 PC -- Date Project Name &I Property Address/Location �� a 6 r t Parcel Number(s) `( ( _ O Project Description PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information VZoning Designation Comprehensive Plan Designation Value of Existing Improvements t f 5'10 Value of Proposed Improvements International Bu[Ichn Code (IBC): _ Occupancy Type Constriction Type 0 Q ti 2e� � /`� ��x -I� i o�►s Applicant n Address: Lie 7 c�lt- St City/State: A-+ u I-' 1 tie w, Zip: 10 z 7 5-- Phone: 3 GO �5l o -3-It 0 7 Fax: C- P+CJ e C-.C'Of'+'► Email: Aa Signature�,0 Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application REVISED 11-16- 1 SCALE: 1 inch = 60 ft. FFM. ' 30 0 30 60 90 120 150 BOUNDARY LINE ADJUSTMENT NO. BLA 97-0001 CITY OF FEDERAL WAY KING COUNTY, WAS-HINGTON N � Ln � z f°7 � mo �ir^J d. U3�✓wi�a, �I z r 0W O U� t Qc7a�Z 7 [ri r a - Y z W FOUND 5/8" REBAR WITH 0 0 1 [� o SURVEY CAP STAMPED FOUND PK NAIL IN CONCRETE SEAM (%1 AT INTERSECTION L.365: YWITH SEMITANGRENR5729 58 (BRH) A�4339• -777;�2iO 00 LU 11 l(DESC) �1177 SVrO aU � mn �ris Cil zF � I VR'� Caro � d l�ro ww o I �ayo lWz03 (` O Z'a Imo CJ 7 orn O✓= C.T ? w a. •o (.n r v w VI) �e j� I zr, •; va`w' 1Rid U O 0 G az WW �S I CL' _� N01'45'59 88 "E 204. ' $N Q 3 � m QG W C� 00 m I N V [: • fa0 O / N I'- p� �/ 1 54, 0000 W Z ---`. I '= 0 42.00� - ✓� M V ►'3 a `PORTION OF I NW 1 /4 of NE 1 /4 S. 4 T 21 N R 4E, Vv. V, U V, N w a ux3.0 s� rn Q jrW N SET 5/8 "REBAR WITH J � a a 1iiZ V1. ALUMINUM SURVEY CAP "REBAR 7 - SET 5j8 WITH CAPM AR Y- • R--_� TO KING COUNTY ALUMINUM SURVEY I UT - EA1AiNT SLp BGI OTH VEN 541.01'(DESC) - - REC, N0. 557a27$ S 04-43'07'E - — 3 7 2.51 --- —�r S05°15'02'�E O (DESC) ---- - ,, --- z� wvi 7 r U0 • k' �9/./ O A L-119,79' S03'43'15"E I N w 3 M .. _ .98'pro 1 Ln a a LOT 1 X U wOp j ra 255,206 t SQUARE FEET ro � Q ?'Z z 7�00 W I n a 00 I //^fy/ M --_�- 7-0 7____--1� ----_K � 10' WIDE WATERLINE EASEMENT w J TO FEDERAL WAY WATER & SEWER REC. NO. 9003220494 W 3Z Iva zN i aw I zw 5� EXISTING a p W WZ OJ w BUILDING tsi z C x o W4-C 4GCD W«, w J a� Mom ®® 1/ ® w�0 l wU0 INO L _ 1.OAOIN ^_DOCK T�-Sti1�'21� 33�r Wi ILI vi of 1. ••t v i� -S D1'26'39" W 1051.33 (PER PLATS OF LAURELVYdOD)-- 3�-Z J a cp I ^ w d, u'i •� u7 zr�s r' pUWO J 1^ g W J ¢ }' IA w w LL w Y z W g U§ W v I a .� r7 d w w� N a Y Wow - w Z O 1 W W WW1 a1 -Ui � 2 ri I'% Z D I z K 1- U' d w V a- W spWw- f 1 W w opzrtth 3: w�YCS o z a w maw z oX.o z W z z w vi _ p U = 3 = ✓V)LO- U V O o a 3 $ QYpp � � Zkc�m.' LAURE;-WOOD SOUTH DIV 635.12 (MEASURED) (635.49-PLAT) wO per: N 01-26'39' E (MEASURED) (N 01'26'48' E-PLAT) r-y z~^ , w<'5 . Dzz���z 23RD ",F1L. S. Z Z V f 3d1U� 04 N N RECORDER'S CERTIFICATE ..................... filed for record this- ....... : day of .......... 19........at...... M in book,: ........ of ........ at page....... .at the request of LAND SURVEYOR'S CERTIFICATE This Boundary Line .Adjustment correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate state and city statute and ordinance in ,FEe.,. 19.97. a , In, X-zW - sa �0 < n "REBAR > SET 5/8 WITH. w t w In 3 [n ALUMINUM SURVEY CAP pESC) 'c �^ r R_1482.69' 6A59„ ' s1 P—z o> I II a 1 0 I I IU-d4IS w m In w N e I I IIDD.•x� I Z Z �o X Zz I I w a l� �- w oEr Lfi z Y c� O a I I was LOT rn I i r j I 2 I I+�IL w s a Li,a I I ^"0Z I*14x 100,772 t SQUARE FEET N 242' 9 90' r m t - W p o W MM� a IWI^ V ! Q U y \� _ 1 1 .--.y �WJ I LU N4L�J I -` - I �- T I a2 d U U Q DOCx _ j _L 3 ` 1049 97' '" �-J- ��,N �a ------ -- ��r --- ---- --- ---------- ------ -- - - --_ r' 4 t- a 4 y4. 24 4 0.� ¢ .- C6 U <U U u � T a Z q Igo w . W { I 11a1r o- I u II z0 WWi� Is� 0 3im call I aw r�,o wr-R a mEp wN f yJ � II1I"k; + 1- Mxm s a N w a =t!Q z J �3: aU O - ooG doses z I U GOw �naZ n ,`• 1___ _- NF T To EAST LINE OF LAUR LWOOD PLATS m O ao k i Ln w w V V ryry 41 N wL LL Cl > N SO W w p a a O[ LL o s (A z w W yy/ li N r EA In o p (n 3 o 3 3 3 r ILI iv JN Ln'rnWwF � z a� a m� s In U Qr V7 0�4 OD w V? O BLA2.DWG 0 x ro 1I� N �.- a tea? co ;,, U m zMia3 VOL. 73, PG. 81 LAURELWOOD SOUTH ° �w�Z� ow�� w�Q " ` )V. 2, VOL. 75, �; PG. 21 4� 364,00' (MEASURED) (363,92'-PLAT) ,W -o o o~ J a qio z m 999.12' (MEASURED) (999.41'-PLAT) 10� - USIts O Z a�w VNZ w 1 SEC. 4, TWP. 21 N., RGE. 4 E., W.M. - Q GOV'T.� LOT 2 ( N W 1 /4, N E 1 /4) J O i HEBRANK, STEADMAN & ASSOCIATES, P.S. BOUNDARY LINE ADJUSTMENT FOR c RODNEY SNYDER :o D 'AN B Y DATE - - J A B NC - M QL pf, - - - - - - 23RD P -- - - - - - - - - - - - - - I-- A�6 VIR . L-7 1-7 V uau z. 269800 GARDEN TOWNH PHASE ONE VOL 17.' PHASE TWO VOL 171 CITY OF -. - Estimate of Development Traffic Impact Fees 2017 Fe d e ra l 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 More Spasce Storage LLC File Number 17-103629-00-PC Street Address 29001 Military Rd S City, State Zip Parcel Number (s) 042104-9048 Traffic Impact Fee Estimated By SL Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet. STEP #2: Land Use Type Select the proposed Land Use Type(s) from the drop down memu below. Enter the proposed number of units for the Project Proposed Land Use Type (s) 1) 14. Mini-WarehouselStorage 2) "NONE" 3) '*NONE" 4)1--NONE'- Unit of Number of Impact Fee Rate per Preliminary Impact Measure Unit(s) Unit of Measure Fee Amount sf/GFA 75000 $ N/A $ N/A $ N/A $ 1.15 $ 85,920.52 $ 85,920.52 -sseoald aol apoo eel;oedwi to }uawAed jalap o; ja}ad -Iiun buillamp leguapisaa Alpel-916uis a jol eel;oedwi uoge:podsuej; a to }uewAed aq; uoi;oadsui 6uwplinq leuil o; jalap o; 'uogoas siq; to s}uawaiinbaa aq} g;inn;ua;sisuoo pue 'aouenssi;iwjad 6uiplinq o; joud awi; Aue;e ';sanbaa /(ew;ueoildde uy aad }oe wj uogego sueal;o }uaw ed paa.fa180.10J uo1} o - SLO'00VU ;oalla ui uaq; alnpagos ail ag; 6uisn 'penssi si;iwjad bulppq eq; uagnn;ueoildde aq; wal pa;oapoo pue passasse eq llegs sea;;oedwi aq; lo;unowe je;o; aq; 's;iwjad awoq pain;oelnuew pue 's;iwaad buiplinq lei;uepisaa Al!weli;lnw 'Aliwel-916uis jol suoi;eoildde Ile jod - (o)£ OLO.OU-66 021Md -asn to abuego panaldde ue to a;ep eq; uo;oalla ui alnpagos aal;oedwi ag; uo paseq pied pue pa;elnoleo eq llegs ail aq;'pajinbaj si;iwjad 6wplinq ou goigmjol asn ui a6uego a jod -aouenssi;iwjad o; joud pied pue palil si uoi;eopdde;iwaad buiplinq pa;aldwoo a awl; aq;;e;oalla ui alnpagos eel;oedwi aq; uo paseq pe;elnoleo eq llegs seal 's;uewdolanap leioJawwoo god - (e)£ OLWOOV66 ONMd }uaw ed aad }oe wi uof;e:po sueal:aad }o buiwjjL - OLO'0011,'64 VV864'88 $ 3iVWI1S3 1N3WAVd 33d 10`ddWl Olddb'2 I IVIOl Z9'LL9'Z $ (%£) aad and;eJ;slulwPV (6-9£08) $ asn;o o6ue40 6ulpnloul;uew;snfpy/4lpa10 ZS'OZ6'98 $ (;uaw;snfpe aaolog) ead;oedwl oiuejl - (9£08) 'said ani;eJ;siuiwpy 6uipnloui ';unowe;uawAed ead;oedwi oillejl �e;ol pa;ewi;se a;elnolez) aad }oedwi IeIol :b# d31S $ $ V/N ..3NON-. $ $ V/N ..3NON.. $ $ V/N ..3NON.. ;unowy aad einseen jo;lun (s)}lug ainsealN (s) adA_L asn pue-j pasodad ;oedwl tieuiwllajd jed a;eb 993;oedwl ;o jegwnN ;o;lun -asn joud eq;;o molaq saull eq; }no pid -asn joud eq; jo;;oage ui a;ej eel;oedwl ;ua»no eq; o; lenba;unowe eq; Aq peonpai eq 11egs asn mau aq; jol eel joedwl eq; 'asn joud eq; jo; pannbei seen eel;oedwl ou;l -asn joud eq; pue sesn mau eq; uaann;aq aouajapp eq; uo paseq passasse eq Ij!M eel;oedwl eq; '6uippq bui;slxe ue;o asn w abuego a jo3 3sn 2i0RAd -(seal uol;ej;slulwpe epnloul;ou o(3) 2103 alVd 1NnOWb' 333 1OVdWl asn joud eq;;o tioba;eo asn puel eq; jo; pied Ajnolnajd eel joedwl Aue apinoJd (c (Z I0 -asn bulllannp ao 6uiplinq 6ui;sixe a6uego o; lesodoad;uawdolanap o; saildde da;s sigl (a)geoi(ddd }1) asn ui a6uetlOMP8a0 - £# d31S