Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
16-105763
CITY OF t Federal Way January 17, 2017 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor Ivana Halvorsen Ernailed: ihalvorsen@)arghaErseIl.cnm Barghausen Consulting Engineers 18215 72 `I Ave. S. Kent, WA 98032 Re: File #16-105763-00-PC, PREAPPLICATION CONFERENCE SUMMARY Jacksons Food Stores, 1520 S 348th St. (Parcel Nos. 889700-0115 & 889700-0095) Dear Ms. Halvorsen: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held December 29, 2016. 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. Tile 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 Water and Sewer 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 Leila Willoughby -Oakes, 253-835-2644, Leila.WilloLtghby- Oakes@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 redevelop 1.05 acres containing two parcels with a 4,024 sf convenience store/mini-mart, new fuel canopy with six fuel dispensers, and site improvements. The proposal replaces a 2,000 sf convenience store, fuel canopy with four fuel dispensers, and a 970 sf carwash. 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 tiie 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. Ms. Halvorsen January 17, 2017 Page 2 Planning Division 1. The applicant will record a Boundary Line Adjustment (BLA) consolidating parcels 889700- 0115 and 889700-0095 with the King County Recorder's Office prior to building permit issuance. 2. Proposed and existing perimeter landscape buffers must contain Type III landscaping. 3. The proposed variance request for a rear yard encroachment does not appear to meet FWRC 19.45.030 approval criteria. 4. The mature pines along the western property line must be retained. You may choose to submit a landscape modification for minimum Type iII perimeter landscaping requirements on the western property line in order to retain the existing pine trees. Public Works Development Services Division Stormwater must be controlled and treated prior to discharge from the site, as outlined in the 2016 King Counr v S'irrfcrce Water Design Manual (KCSWDkf) and the City of Federal Way Addendum to the 2016 KCSWDM. Conservation Flow Control, Enhanced Basic Water Quality, and Best Management Practices will be required. Public Works Traffic Division • Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency pen -nit 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 issuance. Based on the 2017 adopted fee schedule, the estimated traffic impact fee is $34,179. • Frontage Improvements (FWRC 19.135.040) — Construct half -street frontage improvements and dedicate right-of-way (ROW) along the property frontage on S 348"' Street and 16`r' Ave S. It appears there is adequate right-of-way on S 348'�' Street to accommodate the improvement. However, ROW dedication up to 18 feet will be required on 16"' Ave S. ■ Frontage Improvement Pro-rata share Contribution — The development has frontage on a project listed in the City's TIP. In lieu of constructing frontage improvement on 16`�' Ave S., the applicant shall contribute on a per -front -foot basis towards 16`r' Ave S TIP #20 and dedicate Lip to 18' right-of-way along the property frontage on 16"' Ave S. Based on $4,625 per linear Foot cost estimate (one side only), the total pro -rats share is $1,023,445 (237' street fiontage on 16t°' Ave S X $4,625 per -front -Foot minus $72,680 ROW). The applicant may make a written request to the Public Works Director to modity, defer, or waive the required street improvements (FWRC 19.135.070). The modification requests have a nominal review fee currently at $290. ($270.00 plus $20 recording fee). Access Management (FWRC 19-135.260) — The development shall meet access management standards. The City will permit one driveway on each frontage on W" Ave S and S 340" St. The driveway will be located as far back from the intersection as possible and shall be restricted to right -in and right -out. I6-103763-00-PC Doi ID 75070 Ms. Halvorsen January 17- 2017 Page 3 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 (Leila Willoughby -Oakes, 253-835-2644, lei ]a.WiIIOLl hb -Oakes c itygffederalwa .cam) 1. Zoning Designation and Land Use — The subject property is located in a Commercial Enterprise (CE) zoning district. Vehicle service stations are permitted in the CE zone subject to the requirements of FWRC 19.240.050. The following contains a portion of CE zoning regulations impacting your proposal. The applicant should consult the referenced Use Zone Charts prior to submitting the Master Land Use (MLU) application. I. Setbacks — 20 ft. (side yard/rear), 20 ft. (front) and please see FWRC 19.240.050, Note 4 and Item v. for vehicle service stations containing mini -marts. ii. MarirnaaM Height — 40 ft. Above Average Building Elevation (AABE) iii. Parking— 1 for every 300 sq. ft. of gross floor area, excluding areas under the gas pump island canopies. Required parking spaces — 14 (4,024 sf /300 = 14 spaces). iv. Lot Coverage — None v. Special Notes —The following special notes apply: • If a vehicle service station includes a mini -mart in the front yard, with a street -oriented entrance, and gas pump island(s) are at the rear and/or side(s) of the mini -mart, then the minimum front yard setback is the same as the perimeter landscape buffer required by Chapter 19.125 FWRC. • Gas pump islands, canopies, and covers over pump islands may not be located closer than 20 ft. to any property line. • No more than two vehicle service stations may be located at the same intersection. • No use or activity may be conducted that involves the release of toxins, noxious gases, smoke, fumes, dust, odors, or other discharge on neighboring uses and natural systems. • These uses shall cause no inherent and recurring generated noise or vibration that is perceptible without instruments at any point along a property line, except transportation and delivery operations typically and customarily associated with the use; and provided, that such operations are not audible fi-oin a residential zone on a regular or recurring basis. • Except for principal sales lots, outdoor storage areas shall be located to the rear and/or side(s) of the principally permitted structure. Outdoor storage yards for the sale or rental of outdoor storage containers or portable moving containers may not be located between the principal building and the front property line and must be fenced and screened in accordance with FWRC 19.125.170, and the stored containers may not be stacked. 2. Land Use Applications — Use Process II —As proposed, the development requires a Process II Master Land Use application. A Use Process II is an administrative land use review conducted by city staff with a final decision by the 16-10576;-00-PC Do, ID: 75079 Ms. Halvorsen January 17. 2017 Page 4 Comrntrrtity Development Director. Process If applications do not require public notice. They are deemed complete on acceptance by the Permit Center based on the minimum submittal requirements. Please see Bulletin #013 Use Process II submittal requirements. a. Use Process III —The proposal will require a Use Process III Master Land Use (MLU) application if it exceeds State E-nvi►•onmental Policy Act (SEPA) exemption thresholds (see Itern 44). Process III applications are an administrative review conducted by the city with a filial decision by the Community Development Director. Staff will conduct a completeness review within 28 days of submittal, b. Boundary hire Adjustment (BLA) — A new mini -mart will be constructed over a property line. The applicant must consolidate the subject property containing two parcels. A BLA is an administrative review conducted by staff with a final decision determined by the Director of Community Development, The applicant must obtain approval and record the BLA map with the King County Recorder's Office before building permit issuance. Find Bulletin #038 enclosed for the minimum BLA submittal requirements. a. Public Noticing -- Process Ill applications and a SEPA determination require two separate notices. Within 14 days of a Letter of Complete Application, the Notice of Application (NOA) will be published in the Federal WaYkirror. posted on the subject property, and placed oil the City,s designated notice boards. The applicant wi[1 corplete the enviroru»enta[ checklist and the city may choose to apply the "Opt ional DNS'' procedures, combining environmental review and master [and use notifications processes. The Director must issue an environmental threshold determination before the issuance of a Use Process III 'Director's Decision.' 4. Slate Environmental Policy Act (SEPA) Environmental Review —As submitted, the site plan will not require environmental review. The proposal does not exceed State Errs=irorrrncmtral Policy Act (SEPA) exemptions set forth in WAC 197-1 d-800(2), and the flexible thresholds of FWRC 14.15.030. However, if you will be removing underground fuel tanks which exceeds Steae Environmental Policy /lei (SEPA) exemptions in WAC 197-1 I-800(2)(h) and the city's flexible thresholds in FWRC 14.15.030(1) the development may be subject to an environmental review. Tile environmental review would be a component of Process lld application, see Item #2. Please see Sarady Long, Public Works Traffic Division, comments for further details on street improvements. Critical Areas — The proposal is located within the 5-year Wellhead Protection Zone. Please submit a complete Razardous Me1tc,,1.ia1s Inventory Statement (enclosed) disclosing the approximate quantities of hazardous materials that will be stored, handled, treated, used, produced, recycled., or disposed of in connection to the proposed uses. 6. Front Property Line — During formal Use Process application, please designate the fi-ont property line of the vehicle service station. There are two primary vehicular access points off of 16111 Ave. S and S 3481" St. I6- I0S76>-0n_PC Doc ID 75079 Ms. Halvorsen January 17, 2017 Pace 5 7. Variance Request —The variance request to encroach into the 15 ft. rear setback does not appear to achieve the minimum variance review criteria in FWRC 19.45.030, in particular FWRC 19.45.030(4), which states: "That the special circumstances of the subject property are not the result of the actions of the owner of the subject property." The formal land use application should depict a revised mini - mart building footprint located outside of all required yards. Please refer to Bulletin #045 for Variance request application requirements. Please note Use Process III applications shall apply to administrative variance requests. 8. Non -conforming Development — The subject property contains non -conforming development per FWRC 19.30.090 and FWRC 19.05.140N. The proposed redevelopment does not meet the compliance exception thresholds in FWRC 19.30.090.1 and must comply with the zoning and development regulations in effect at the time of the formal land use application (Process II or Process III application). Existing non -conformances on the subject property include: ■ Type III perimeter landscaping along property lines and abutting rights -of -way. + Minimum facade modulation and screening under FWRC 19.115. ■ The number of existing driveways pursuant to FWRC 19.115 (2)(c) `Surface Parking lots." • Directional signage and parking lot striping per FWRC 19.1 15.050(2)(b). • Garbage enclosure with 100% screening and appropriate landscaping. • Metal chain -link fencing without landscape screening. 9. Tree Retention and Replacement — A tree/vegetation retention plan shall be submitted with the land use application. Please depict and survey all trees to be retained and removed, incorporating protective fencing around critical root zones during construction. These plans shall be incorporated into the clearing and grading drawings and shall become part of all construction documentation. Existing trees and vegetation in good health, not considered to be invasive species, shall be retained on the subject property to the maximum extent possible. Site and building development shall take into consideration the location of existing stands of healthy trees both on site and on adjacent properties. Meetingfollow-up: The applicant proposes to remove ten (10) mature pines along the western property line. Pursuant to FWRC 19.120.010.1-4 and FWRC 19.120.130.1, the pine trees must remain on site. Please redesign your proposal accordingly and note retained trees count toward project's required ininimum number of tree units. 10. Landscaping and Screening — A landscape and irrigation plan prepared by a Washington State licensed landscape architect shall be submitted with the formal application. Follow the general guidelines outlined in FWRC 19.125.040(1) through (28) when preparing the site plan and planting schedule. The following regulations apply to your proposal: Perimeter Landscaping a. Provide a 5-foot Type III landscape buffer along all property lines and public rights -of -way. Type III landscaping includes a mixture of evergreen and deciduous trees, large shrubs (a mini:mum of 24 inches in height at planting), groundcover and two inches of mulch (FWRC 19.125.050). I G- I057C ;-00-PC Doc ID. 75079 Ms. Halvorsen .January 17, 2017 Page 6 b. FWRC 19.125.040.19 requires -proposed landscaping and fencing does not violate sight distance safety requirements at street intersections and points of ingress/egress for the development. c. Per FWRC 19.125.040.18 utility agency(ies) must review landscaping located within or adjacent to utility easements for conflicts. 11feetiug follow-up: a) The applicant may choose to submit a landscape modification request for the southern half of the west property line waiving buffer requirements. The modification would result in retention of significant trees on the site (ten pines). b) The preapplication site plan retains existing grass lawns along 16"' Ave. S. and S 348°i Street. Please update all non -conforming perimeter landscape buffers with Type IIi landscaping. 11. Community Design Guidelines — All commercial projects must comply with the provisions of FWRC 19.115. The following design guidelines that apply to the proposal are noted. below. Community Design Guidelines shall be applied in their entirety. The applicant shall submit a written narrative or design brief identifying how the proposal complies. a. Site Design — FWRC 19.1 15.050, refer to all sections of this chapter for site design standards. Key sections include: i. (1) General Criteria (b), (c), (d), (e), (f), and (g) ii. (2) Surface Parking Lots (a), (b), (c), and (e) (4) Pedestrian Circulation and Public Spaces (a), (b), (c), (d), (e), and (f) iv. (5) Landscaping v. (6) Commercial service (a) and (b) vi. (7) Lighting: (1) Lighting levels shall not spill onto adjacent properties pursuant to FWRC 19.105.030(3). (ii) Lighting shall be provided in all loading, storage, and circulation areas, but shall incorporate cut-off shields to prevent off -site glare. (iii) Lighting standards shall not reduce the amount of landscaping required for the project by Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping. Meeting follow-up: Please provide a lighting plan/photometric drawing with your Use Process Application. b. Building Facade Modulations and Screening Options — The mini-mart/convenience store contains facades exceeding 60 feet and visible from the right-of-way; they must incorporate at least two of the following treatments: i. 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. 16-10�763-00-PC' Doe ID 7;079 Ms. Halvorsen January 17, 2017 Page 7 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 lI for facades that are comprised of 50 percent or more window area, and around building entrance(s). iii. Canopy or arcade. Canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent facade length must use this option. iv. 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 of200 square feet. If this treatment is chosen, the plaza should be clearly visible and accessible from the adjacent streets. c. Enlrance Facades— Shall front on, face, or be clearly recognizable from the right-of-way and incorporate windows and other methods of articulation. The building entrances shall be architecturally emphasized and shall include transparent glass. District Guidelines — FWRC 19.1 15.090(3)(a)-(f) directs key building and site design in the CE zoning district and apply to this project. i. Reflective mirrored glass may not be located on the ground floor along the sidewalk on the eastern and southern elevations. Please remove the existing metal chain link fence on the western property line that is visible from the public right-of-way and adjacent properties. Per FWRC 19.115.090(2)(0, if utilized chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Any new fence installation/replacement actions must not impact the critical root zones of the pine trees to be retained along the western property line. e. Crime Prevention thrortgh Environmental Desig77 (OPTED)— Find the enclosed CPTED checklist for submission with the ]and use application. 12. Clearing and Grading —The applicant will obtain clearing and grading plan approval as a component of land use approval. Please consult FWRC 19.120.040(1) for minimum clearing and grading plan requirements; please include the anticipated cut and fill amounts. 13. Garbage and Recycling Enclosure — Garbage collection is provided by Waste Management Inc. in the City of Federal Way. Per FWRC 19.125.150. design of the enclosure area should be consistent with the architectural design .of primary structures. Enclosures require screening from the abutting property with a 100 percent sight -obscuring fence or wall and appropriate landscaping, such as a solid vegetation screen in Figure 1 below. Figure 1 — FWRC 19.125.040(4) 1 G-1057(;-00-1'C Doe ID 75079 Ms. Halvorsen January 17. 2017 Page 8 Enclosure and collection trucks may not block pedestrian or vehicular movement. The storage area shall be located in areas where impacts associated with noise and odors are minimized, and where its location would not be incompatible with pedestrian and vehicle traffic. Solid Waste and Recycling Design Considerations provide guidelines for commercial developments and a minimum truck turning radius. Please see Rob VanOrsow, Solid Waste and Recycling Coordinator, comments below. 14. Rooftop Mechanical Equipment— Per FWRC 19.1 10,070, heating ventilation and air conditioning, elevator equipment, and similar appurtenances extending above the roofiine must be surrounded by a solid sight -obscuring screen, integrated into the architecture of the building, and obscures appurtenances visible front adjacent streets and properties. Please provide screening details on the elevation drawings and the building permit. 15. Rockeries and Retaining Walls — See FWRC 19.120.120 for rockery and retaining wall requirements of height, location, landscaping and material composition. a. Rockeries and retaining walls visible fronn a public right-of-way or adjacent property shall be composed of rock, brick, or other textured/patterned wall styles as approved by Community Development and Public Works Departments (FWRC 19.120.120.7). Rockeries and retaining walls must be landscaped according to Chapter 19.125 FWRC, Article 1, Landscaping standards. 16. Signage — The proposal requires separate sign permits. Please see FWRC 19.140 for sign regulations and contact a Development Specialist for more information at 253-835-2607. 17. Application Fees — As development fees change annually, please contact the Permit Center at 253- 835-2607 or perrnit.center cr cityoffederalway.corn for an updated fee list before submitting a Use Process If or Use Process Ill (if applicable), Boundary Line Adjustment and Concurrency applications and a SEPA Checklist(ifapplicable). PUBLIC WORKS —DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732 Ann.dower@cityoffederalway.com) Land Use Issues — Stormwater I. Surface water runoff control and water quality treatment will be required per the 2016 King County Surface IVater Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2016 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use site plan submittal, a prelim inary Technical Information Report (T1R), 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 has I" = 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. 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. I6-10�76;-00-PC Doc ID75079 Ms. Halvorsen January 17, 2017 Pa-e 9 3. 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 Items are applicable: I.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; I.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; 1.c. 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; l .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 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 19.30.090 (nonconforming development), 19.30.110 (street/sidewalk improvements), 19.30.120 (nonconforming water quality improvements) and 19.135.030 (streetlsidewalk improvements) shall not be counted towards the 50 percent threshold Which would trigger application of this subsection; 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 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. 7_ If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction storm water- permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html 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 stonnwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. 16-10� 76 ;-00-PC Dot ID 7i079 Ms. I falvorsen January 17. 2017 Page 10 Building (or EN) Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City, Engineering review fees are $1,125.00 for the first 12 hours of review, and $93.75 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. Z. The Federal Way Public Works Development Slandards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at: www.cityoff-ederalway-coi-n/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 estirnated 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. Tile developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems dtiring 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 wiN be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 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 1" = 20', or larger. Architectural scales are not permitted on engineering plans. Provide cut and fill quantities on the clearing and grading plan. 8. Temporary Erosion and Sedirnent-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 —SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robv(a..citvaffederaisva .corn Solid Waste & Recycling Design Considerations Solid waste and recycling_design considerations for commercial or multi -unit residential housing include: 16-105763-00-11C Doc ID 75079 Ms. Halvorsen January 17, 2017 Paoe I 1 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 (enclosed). 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 frequently. 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 larger -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). Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste ManaQernent. Contact: Dian Young, Route Manager, at 253-804-6815 (office) or 206-786-4530 (cell). 16-10576;-00-11C Doe ID 75079 N1s. Halvorsen .January 17. 2017 Page 12 COMMUNITY DEVELOPMENT —BUILDING DIVISION (Peter Lawrence, 253-835-2621, Peter. Lawrence(a�citv4ilecleralwa�,cam international Building Code (M BC), 201 S Washington State Amendments WAC 51-50 International Mechanical Code (I MC), 2015 Washington State Amendments WAG 5 1 -5 2 Uniform Plumbing Code (UPC), 2015 Washington State Amendments WAC 51-56 & WAC 51-57 International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 National Electric Code (NEC), 2014 Accessibility Code, lCC/ANSI A] 17.1 - 2009 Washington State Amendments WAC 51-51 Washington State Energy Code, 2015 WAC 5 1 -11 Building Criteria Occupancy Classification: M Type of Construction: UNK Floor Area: 4024 with 3486 canopy Number of Stories: 1 Fire Protection: UNK Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 A completed building permit application and commercial checklist shall be required at submittal of plans. (Additional copies of application and checklists may be obtained on our web site at www.cit ioffederaIway com.) Submit _5_ sets of drawings and specifications. Specifications shall include: _5 Soiis report, 5 Structural calculRegistered rcilit and _5— Energy calculations, _5_ Ventilation calculations. Note: A Washington State Registered architects' starnp is required for add it, (new or existing) of 4,000 gross floor area or greater- unless specifically listed as an "exempt" structure per the Reviseel Code of TYetslnillgton (RC W ). Energy code compliance worksheets are required to be completed and included with your permit application. I G- I (M63-00-PC Doe ID 7i079 Ms. Halvorsen January 17, 2017 Page 13 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 6-9 weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Rev isedlresubmitted 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 per;nits 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 small be performed by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the Building Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. Construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, the general or representative, all subs, the architect or representative, the engineer or representative, electrical contractor, and any other interested party, should attend this meeting. Meetings Will occur at the Building Department and will be scheduled by the inspector of record For the. project. Site -Specific Requirements: + Demo Permit • Asbestos Report • Type 1 Hood • Walk In Cooler and Walk In Freezer Details and Permits + Proximity to the Property Line for Fire Resistive Constriction 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. I6-105763-00-PC Dac IU 7,079 Ms. Halvorsen January 17, 2017 Page 14 PUBLIC WORKS TRAFFIC DIVISION Sarady Long, 253-835-2743, saradv.lon9 citvoffederalrvay.com Transportation Concurrency Analysis (FWRC 19.90) Based on the submitted materials for 4,024 square feet convenience market with gas station (12 fueling positions), the Institute of Transportation Engineers (ITE) Trip Generation - 8`" Edition, land use code 853 (Convenience Market with Gas pumps), and trips credit for the existing uses, the proposed project is estimated to generate approximately 13 new weekday PM peak hour trips. Alternatively, the applicant may submit a site specific trip generation study for the proposed development. 2. A concurrency permit is required for this development project. Tile PW Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and e011curre11cy mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TiP). The estimated fee for the concurrency permit application is $4,650.00 (1 1 - 50 Trips). This fee is an estimate and based on the materials submitted for the pre -application meeting. The concurrency application fee must be paid in fill at the time the concurrency permit application is submitted with land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for4.024 square feet convenience market with gas pump and credit for the existing uses, the estimated traffic impact fee is S34,179.37. 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 must be paid prior to permit issuance. Street Frontage Improvements (FWRC 19.135) The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map I11-4 in Chapter III of the Federal Way Cornprehensil7e Plan (FWCP) and Capital improvement Program (CIP) shown as Table III-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: S 348"' Street is a Principal Minor Arterial Collector planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, six-foot planter strips with street trees, 8- foot sidewalks, and street lights in a 124-foot right-of-way (ROW). The fiinctional cross- section is fully constructed but not to current adopted standard. As such, the applicant would be required to construct improvements along the frontage to include a 6-foot planter with street trees, streetlight and 8-foot sidewalk. It appears the existing right-of-way is adequate to accommodate the improvement. I6-105763-00-PC Doc ID 7i079 Ms. Halvorsen .lanuary 17, 2017 Page 15 10 Ave S is a Principal Arterial planned as a Type "A" street, consisting of 86-foot street with curb and gutter, six-foot planter strips with street trees, 8-foot sidewalks, and street lights in a 120-foot right -of --way (ROW). Assuming a symmetrical cross section, up to 18- foot ROW dedication and half street improvements are required as measured from the street centerline. However, the required improvement is part of a larger TIP project and as such, the Public Works director will require the applicant to fulfiII this obligation by paying to the city the pro -rats share of the costs of the required improvements calculated on a per - front -foot basis and dedicate the needed ROW. Based on $4,625 per linear foot cost estimate (one side only), the total pro -rasa share is $1,023,445 (237' street frontage on 161h Ave S x $4,625 per -front -foot minus $72,680). In lieu of using the city's per -front -foot basis, the applicant may submit the actual engineering costs estimated for the frontage improvements to the Public Works Department. The applicant may request credit to be applied toward the impact fee for the payment of this pro-rata share payment. 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 rigl3t-of way modification requests is available through tl�e Public Works Development Services Division. These modification requests have a nominal review tee currently at $290.00 plus recording fee. 3. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director. Access Management (FWRC 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. WAC 468-52-040 limits access on state highways to access spacing of250 feet with only one access per parcel. Left turn -in access frorn S 348'h St. and 1611i Ave S may be permitted every a".30 feet and left -out access is only permitted at signalized intersections (FWRC 19.135.280). Access may be further restricted if such access would interfere with the 95i1' percentile queue lengths From any existing traffic control device 3. Per FWRC 19.135.280, there may be only one driveway for each 330 feet of lot frontage, This property does not have the 660 feet minimum street frontage to allow a second access. As such, the City wiI] permit one driveway onto S 348t1'St. and 16'h Ave S. These driveways must be located no closer than 150 feet minirnum to the intersection. The city may further limit or prohibit access to or fi-orn driveway onto arterial streets as deems appropriate for safety. 4. The director may grant a modification administratively to reduce spacing standards by up to 20 percent of the tabular values with supporting doCu:rterltation (FWRC 19.135.290). Please note that these modification requests have a nominal review fee of $290.Once preliminary traffic queuing analysis has been completed, the applicant's traffic engineer lnay submit a written request for access modification if desired. 5. Driveways that serve uses other than single-family residential uses and zero lot line townhouse developments, the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet i v-10� 76]-oo-11C Doe ID 75079 Ms. Halvorsen .January 17. 2017 Page 16 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. 6. Block perimeters shall be no longer than 1,320 feet for- non -motorized trips, and 2,640 feet for streets (FWRC 18.55.010 and FWCP Policy TP4.2). An east/west connection to the existing stub -out next to the hotel should be pursued if feasible for better traffic circulation. 7. The applicant must submit a Vehicle Turns zgDicrgraln to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle such as Tanker Truck can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury@lakehaven.org) Lakehaven's comments below, regarding the proposed site re -development (new food store/gas station) on tax parcels 8897000095 & 88970001 15. Let me know if you've any questions or need additional information. Water • A Certificate of Water 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 frorn date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. • Fire Flow at no less than 20 psi available within the water distribution system is a minimum of 2,500 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for Availability). 2017 cost for a hydraulic model analysis wi11 be $210.00. • The site has two (2) existing domestic water service connections: SvcNo 3574 (parcel 8897000095, 5/8"x3/4" meter) & SvcNo 3575 (parcel 98970001 15, 1" meter). Applicant may wish to consider converting one of these existing water service connections to an irrigation service account. • For water use during site construction/development, the existing water service(s) must be utilized for this purpose. Please contact Lakehaven for further detail. • 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 all 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 Resol ution'. 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. Protection of any existing water meters &/or service connections, or full abandonment by "removal" if future service(s) will not be needed, will be required for any on -site building demolition. Please contact Lakehaven for further information regarding this issue. To satisfy premise isolation requirements, the installation & satisfactory testing of all 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 I-Vi7ai.00-PC Doc ID 7i079 Ms. Halvorsen January 17, 2017 Pace 17 backflow assembly (RPBA) is required, adjacent to each service meter. Contact Lakehaven's Cross - Connection Control Program Manager (Chris Zoepfi, CZoe fl Lakehaven.ora 253-946-5427) for additional information on premise isolation/SPA installation & testing coordination. Based on the proposal submitted, it does not appear any new (or modified) Lakehaven water service connections will be needed. Capital Facilities Chatge(s)-Water: $3,476.00 per Equivalent Residential Unit (ERU). Actual amount due TBD by Lakehaven based on applicants: estimated annual total water usage rate. Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 6.86 ERU. 2015 service records for both service accounts indicated a usage level of 9.35 Water ERU, however this includes the existing car wash facility usage. Please contact Lakehaven for further detail. Sewer • A Certificate of Sewer Availability issued separately by Lakelaven 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 ( I ) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. • The site has one (1) existing sewer service connection (Sewer Service Connection Permits 8891 [original] & 21898, copies attached). • Capping of any existing sewer service connection at/near property line is required for any on -site full building demolition; a sewer service connection permit from Lakehaven is required for this. For partial building demolition, protection of any existing sewer service connection will be required. Please contact Lakehaven for further information regarding these issues. • A separate Lakehaven Sewer Service Connection Permit 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 pipe slope for gravity sewer service connections is 2%. In addition to all other sewer service installation standards, installation of a Type 1, 48" momtonng 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 determined upon submittal of service connection application(s) to Lakehaven. • Sewer Service Connection Permit Fee (2): $210.00 each (one to disconnect existing, one to connect new). • Capital Facilities Charge(s)-Sewer: $3,325.00 per ERU. Actual amount due TBD by Lakehaven based on applicant's estimated annual domestic/commercial/industrial only water usage rate. Sewer system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 6.86 Equivalent Residential Units (ERU). 2015 service records for both service accounts indicated a Llsace level of 10.84 Sewer ERU, however this includes the existing car wash facility usage. Please contact Lakehaven for further detail. General • All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed frorn the Development Engineering web pages (htt://www.lakehaven.orQ 04/Devel❑ met7t-EnQineerin ). • 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. I6-105763-00-PC Doc ID 75070 Ms. }lalvorsen January 17, 2017 Pace 18 SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7242, Chris.Cahan@southkingfire.org) A Certificate of Water Availability shall be provided indicating the fire flow available at the site. Fire Hydrants: This project will require 1 fire hydrant; there is an existing fire hydrant on the corner of 16°i Ave S and S 348111. Fire hydrants shall be in service prior to and during the time of construction. Fire Access Roads: Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32-foot inside turning radius and not less than a 40-foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in .diameter. 5) Gradient shall not exceed 12 percent. Designated fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Fire Alarm: 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 by a central and/or remote station confonning to the current requirements of the National Fire Protection Association standards and/or the fire ch ief or designee. Fire Department Lock Box: A recessed fire department "Knox'' brand key box shall be installed. Kitchen Fire Extinguishing System: A kitchen hood fire suppression system is required for type 1 hoods. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and inateriais 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 appli.cation. The coin pletion ❑f the preapplicat ion process in the content of this letter I o- I 0 � 70 ;-00-PC Doc ID 75079 Ms. Halvorsen January 17, 2017 Page 19 does not vest any future project application. Comments in this letter are only valid for one year as per F W RC 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, Leila Willoughby -Oakes, 253-835-2644. We look forward to working with you. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Master Land Use Application Hazardous Materials Inventory Checklist Bulletin #045 Variances Bulletin #038 BLA Submittal Checklist Bulletin #013 Use Process 11 Submittal Requirements Bulletin #014 Use Process III Application Bulletin #002 Mailing Labels 20-Dec-2016 Email from Lindsey Sperry, Crime Prevention Analyst. FWPD CRIED Checklist SEPA Checklist Solid Waste and Recycling Guidelines C: PacWest Energy, LLC, dba.lackson's Food Stores,; Email: LuLdaviCei iaek—m.,cam Peter Lawrence, Plans Examiner Brian Asbury. Lakehaven Chris Cahan; South King Fire and Rescue Ann Dower_ Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer 16-10576;-00-K Doc ID• 75070 A�k Federal Way December 8, 2016 �� qr .:.A 1 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Ivana Halvorsen Emailed: lhalvorsennmbarghausen.corn Barghausen Consulting Engineers 18215 72'(1 Avenue South Kent, WA 98032 Re: Permit #16-105763-00-PC; PREAPPLICA,rION CONFERENCE Jackson's Food Stores,1520 S. 348" St. & 34713 16`r' Ave. S. (APN: 889700 0095 & 889700 011) Dear Ms. Halvorsen: The Community Development Department is in receipt Of Your preapplication conference request. The application has been routed to members of the Development Revieiv Connnittee and the meeting has been scheduled as follows: 9:00 a.m. — Thursday, December 29, 2016 Hylebos Conference Room Federal Way City Hall, 2`6 Floor 33325 8`" Avenue South Federal Way, WA 98003 We look forward to meeting with you. Please coordinate directly with anyone else ,you would like to attend the meeting as this will be the only notice sent by the department. If you have any questions regarding the meeting, please contact me at lei la.willoughby-Oakes ((�nr cityoffederalway.com or 253-835- 2644. 4 Sincerely] Leila Willoughby -Oakes Associate Planner I6-105713-00-PC Doe ID, 7i068 m .�f5[;)I s A A lJ) 10 DEC 0 �L-M OF FEDERAL WAY. cns i 7 /z 9� a 41 ti 7 3 z w 12 LA LA.Kt�rQv wR� LAW P4.N;A , .. dA41 L 4-2 --a -S,5 Iv iva) ] cv n � 2 5 —Z51- W2, , c� �lfitf6. ' P/G5 Z-r; 'LA, 9c �O M Ol 30 a CO n � 0 iL SD M M O ; ' ;N I, i H N NH a O • N ; Q /1 , ' I o cd 'I 00i j s9ii$' OTT = �,, tz oM i I LO 1 0t, ----------------- 4 n N OZ-95SOZZ50T6 ,QZ-OTZT4ZZOZ6 i I SZT ----•--'-----`--'-_1---------------_ i ----------------------------- o N = ---------4 - LO ----------- - 'n Son `` 4 Son os s'65 $T-K-T N 3 $T-DE Y AM ._ ___----------r ------ ----.;. 90' 6 `fit=$� ----------_. 1 <SE> v vi OE A 0£ SL . i pu U3 I I 0) o C� U-) 00 m p 01 `n n *-ti :I cn N CD a N CDN CD N O CD Ct Ol N CD .'n-I I N N o C- n o 00 00 + 0 ul� M sd is i Ln----------- —----------- Ln 00 I $ c � N I t� a, 00 n rn'N° I n M `------•--------------- I I I C, M �H_ L9 Cl! ! C3 I I i rn N a. , � 1 ! I, ±9 9i-YE-O S I I i ZT'85i I i ! m o Cl A m U3 I I z LO Ln CN p m z 00 I a `-� M ao 0) 1 `JQ (M ca of 00 o ! m r, �co �s �` o 0 I S+$ N $i,'ZZZ _ Z S0-ZE-Q-N----------- f I I m n in I I w w o I ' v ca I E r N I NI I ti m 0965T I 1 F-1 j a co m V a m co I In O C U) �c O I a a N Q1 I a' cr ri 1 40_ 'i m N I I C c ry N I m 1 -WA ..—.•fir ;: � �, � e Was •� r r _ CITY OF y Federal Way "MASTER LAND USE APPLICATION DEC 05 2016 DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South CITY OF FEDERAL Federal Way, WA 98003-6325 WAY 253-835-2607: Fax 253-835-2609 CD5 www.ci_ nffederalway.com APPLICATION NO(S) 105 7 `f 6 Date December 5, 2016 Project Name Jacksons Food Stores No. 636 Property Address/Location 1520 South 348th Street and 34713 16th Avenue South Parcel Number(s) 889700-0115 and 889700-0095 Project Description The project proposes to redevelop the subject property with a new 4,024-square-foot convenience store, a new fueling canopy with six (6) fuel dispensers (twelve (12) vehicle fueling positions), and a new trash enclosure. The project will demolish the existing 2,007-square-foot convenience store, carwash, and 3,202-square-foot auto repair structure. All of the existing driveways are proposed to remain for the PLEASE PRINT redevelopment. The existing underground fuel storage tanks will remain. 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 SERA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE Zoning Designation Commercial Comprehensive Plan Designation ± $590,300 Value of Existing Improvements ± $ Value of Proposed Improvements International Building Code (IBC): M Occupancy Type VB (store) I I B (canopy) Construction Type Applicant Name: Ivana Halvorsen, Barghausen Consulting Engineers, Inc. Address: 18215 - 72nd Ave S City/State: Kent, WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 Email: Signature: Agent (if different than Applicant) Name: Same as applicant Address: City/State: Zip: Phone: Fax: Email: Signature: Owner sen.com Name: PacWest Energy, LLC dba Jacksons Food Stores Address: 3450 East Commercial Court City/State: Meridian, ID Zip: 83642 Phone: (208) 841-0496 Fax: Email: jack.davis@jacksons.com Signature: j I �L(JT1� for Jack Davis Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Ivlaster Land Use Application Assessor Map: Tax Lot Numbers Procedure: Zoning District: Comprehensive Plan: Site Size: Address: Location: PRE -APPLICATION MEETING NARRATIVE JACKSONS FOOD STORE NO. 636 1520 South 348th Street Federal Way, WA 98003 Prepared for Jacksons Food Stores by Barghausen Consulting Engineers, Inc. December 1, 2016 Our Job No. 17764 DEC 05 2016 C TY OF FEDERAL WAY CDs SE-20-21 N-04E 889700-0115 and 889700-0095 Site Plan and Design Review Commercial Enterprise Commercial 1.05± acres 1520 South 348th Street and 34713 16th Avenue South NWC - 16th Avenue South and South 348th Street PROJECT DESCRIPTION (STATEMENT OF PROPOSED USES) The project proposes to redevelop the subject property with a new 4,024-square-foot convenience store, a new fueling canopy with six (6) fuel dispensers (twelve (12) vehicle fueling positions), and a new trash enclosure. The project will demolish the existing 2,007-square-foot convenience store, carwash, and 3,202-square-foot auto repair structure. All of the existing driveways are proposed to remain for the redevelopment. The existing underground fuel storage tanks will remain. SITE DESCRIPTION (STATEMENT OF EXISTING USES) The site is located at the northwest corner of 16th Avenue South and South 348th. The project site is comprised of two (2) parcels that are both developed. The northern parcel contains an existing auto repair/parts store. The south parcel is developed with a Shell gas station that has four (4) MPDs, a 2,007-square-foot Jacksons convenience store, and a carwash. The site contains a row of evergreen trees along the west property line. Surrounding the site is Greg's Japanese Auto to the west, an auto repair shop to the north, and casual dining / quick -serve restaurants to the east and south. Fronting the property are 16th Avenue South, a principal arterial designated street, and South 348th Street (aka SR-18), a state highway also designated as a principal arterial. All of the existing driveways are right-in/right-out only due to median and/or curb that prevents left turns. ZONING AND BUILDING CODES The site is zoned Commercial Enterprise (CE) with a Comprehensive Plan designation of Commercial. We understand that the required bulk regulations are as follows: - 1 - 17764.001 Front Setback: 20 feet Side Street Setback: 15 feet Interior Yard Setback: 15 feet Minimum Fuel Canopy Setback: 20 feet Minimum Pump Island Setback: 20 feet Maximum Building Height: 40 feet Maximum Lot Coverage: N/A OF Jd- Maximum Impervious Coverage: N/A 4' Maximum Fence Height in Setback: 6 feet Minimum Retaining Wall Setback at Street: 3 feet �(1 Maximum Wall Height in Interior Setback: 6 feet STATEMENT OF DESIGN INTENT The typical Jacksons building appears to achieve the minimum Design Review standards in FWRC' 19.115. A pedestrian walkway is provided to the convenience store from 16th Avenue South at the north end of the site. CPTED principles are used in the site design, including (but not limited to) site lighting and the entrance and store windows facing the adjacent streets. Bicycle parking and a bench are provided at the front of the store. Trash/reCie facilities will be screening by an enclosure that will be painted to match the building. LANDSCAPING Landscaping with irrigation will be provided in the parking lot and around the perimeter of the site. Type III landscaping is provided around the exterior five (5) feet of the street and internal lot lines. Parking lot landscaping will be designed to achieve twenty (20) square feet per stall. Landscaping is provided at the ends of all parking rows, with a minimum area of sixty-four (64) square feet and minimum width of six (6) feet. Perimeter and parking lot landscaping will demonstrate tree unit density as required. PARKING Parking is required at the ratio of one (1) stall per 300 square feet of gross floor area, resulting in a requirement of fourteen (14) parking stalls. As designed, the project appears to be compliant with parking requirements. Parking stalls have minimum dimensions of 9 by 18 feet for standard stalls. Two-way drive aisles are designed to exceed the minimum of twenty-four (24) feet wide in the parking areas. Bicycle parking is provided at the front of the store. SIGNS Based on King County Assessor's Parcel Maps, the two subject parcels have a total street frontage of 387.2 feet, including 237.2 feet on 16th Avenue South and 150 feet on South 348th Street. We understand that the site would be allowed one (1) freestanding "medium profile sign" (pedestal or monument) per street frontage. The maximum allowed sign height is 0.75 feet per 10 lineal feet of street frontage with a maximum height of twelve (12) feet. Maximum total area allowed per sign is one (1) square foot per one (1) lineal foot of street frontage, with a maximum of eighty (80) square feet. Setbacks for signs are a minimum of three (3) feet. Federal Way Revised Code - 2 - 17764.001 Building mounted signs (wall or canopy mount) are allowed; however, no projection above the roofline is allowed. The total sign area of building -mounted signs shall not exceed seven percent (7%) of the exposed building face to which it is attached; provided, however, that no individual sign shall exceed a sign area of two hundred forty (240) square feet, and every applicant is entitled to a minimum sign area of thirty (30) square feet. ACCESS/ROADS We understand that both 16th Avenue South and South 348th Street are classified as Principal Arterials. South 348th Street is also a state highway (SR 18). According to King County Assessor's maps, the right-of-way width of 16th Avenue South is 88 to 100 feet in width and the right-of-way width of South 348th Street is 170 feet along the project frontage. Improvements on 16th Avenue South consist of two (2) souhbound lanes, two (2) eastbound left turn lanes, and two (2) northbound lanes. South 348th Street is constructed with three (3) westbound lanes (including an HOV lane) separated from northbound left turn and eastbound lanes by a planter median. Both streets have existing sidewalks but do not contain planter strips between the curb and the sidewalks. UTILITIES Lakehaven Water and Sewer District is the water and sewer provider for the site. Certificates of Water and Sewer Availability will be provided. QUESTIONS FOR STAFF Ulc 1. Please summarize the Development/Design Review process and tLeline. s ` 01 2. Can the Building Permit and Site Development Permit reviews occur concurrent &P Development Review reviews? - hat impact fees will be required? 4. Will right-of-way dedica ion quired for either street? 5. It appears that existing frontage improvements are adequate; will any frontage improvements be required? 6. Is a traffic study required? 7. Please confirm that the existing driveways can be retained, as shown on the site pla M>e 17764.001 Jacksons RECEIVE DEC 05 2016 January 12, 2016 CITY OF FEDERAL WAY ODS Subject: Barghausen Consulting Engineers, Inc., Predevelopment and Entitlements representative for the Jacksons Food Stores Oregon and Washington To Whom It May Concern: Barghausen Consulting Engineers, Inc. located at 18215 72nd Ave South Kent, WA 98032 has been retained by Jacksons Food Stores, Inc. (and PacWest Energy, LLC dba Jacksons Food Stores) as a consultant and representative for the purpose of designing, and obtaining all necessary permits for reimaging, remodeling, and construction of our convenience stores and fueling centers for calendar year 2016. Their employees and agents are authorized to conduct meetings, submit applications, and process related documents and submittals necessary to facilitate this process. If you have any questions, concerns, or you require additional information, please feel free to contact me via any of the methods listed below. Best Regards, Jack Davis Vice President of Facilities Jacksons Food Stores, Inc. 3450 E. Commercial Court /? o4ary Meridian, ID 83642 jack.davis@jacksons.com �� Direct: 208.888.9508 ✓ry2���� Cell: 208.841.0496 e �`R Y ° � n p`s co°0o°roo° � •* rig++rrree ustititi►� CIVIL ENGINEERING, LAND PLANNING, SURVEYING December 5, 2016 COURIER DELIVERY (253) 835-2607 City of Federal Way Department of Community Development 33325 8th Avenue South Federal Way, WA 98003 RE: Request for Preapplication Conference 1520 South 348th Street and 34713 - 16th Avenue South King County Parcel Nos. 889700-0115 and 889700-0095 Jacksons Food Stores No. 636 Our Job No. 17764 DEC of CITY OF CDS IAL WA1° On behalf of PacWest Energy, LLC dba Jacksons Food Stores, we are submitting this request for a Preapplication Conference to discuss redevelopment of the site referenced above. Please route the enclosed materials and schedule a Preapplication Conference as soon as possible. The following items as listed on the Preapplication Conference request checklist are enclosed for your review. 1. Completed Master Land Use Application 2. Preapplication Conference Request Form 3. Applicant authorization letter from Jacksons Food Stores 4. Check from Barghausen Consulting Engineers, Inc. for Preapplication Conference fees 5. Seven (7) copies of the Project Narrative that includes: a. Statement of architectural design intent, including finish materials and colors b. Statement of existing and proposed use for all structures located on the site 6. Seven (7) copies of the Vicinity Map 7. Seven (7) copies of the Preapplication Conference Plan set prepared by Barghausen Consulting Engineers, Inc., including: a. Preliminary Site Plan b. Fuel Truck Delivery Exhibit c. Floor Plan d. Elevations Plan e. Boundary and Topographic Survey 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com City of Federal Way Department of Community Development -2- December 5, 2016 Please schedule the Preapplication Conference at your earliest convenience. If you have any questions, please contact me at this office. Respectfully, 2!!tn Senior Planner IH/dm 17764c.002.docx enc: As Noted cc: Jack Davis, Jacksons Food Stores, Inc. Joe Hemple, Jacksons Food Stores, Inc. Scot Stom, Jacksons Food Stores, Inc. Caryl J. Pinner, Barghausen Consulting Engineers, Inc. CITY OF FEDERAL WAY ~j COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: December 7, 2016 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District Vince Faranda, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling (site plan only) Rick Perez, City Traffic Engineer Lindsey Sperry, Public Safety Officer FROM: Leila Willoughby -Oakes, Planning FOR DRC MTG. ON: December 22, 2016- Internal December 29, 2016- External FILE NUMBER(s): 16-105763-00-PC PROJECT NAME: JACKSONS FOOD STORES/GAS STATION (REDEVELOPMENT) PROJECT ADDRESS: 1520 S 348TH ST and 34713 16th Ave. S. 98003 ZONING DISTRICT: CE PROJECT DESCRIPTION: Proposal to demolish existing improvements and construct a 4,024 square foot convenience store, new fueling canopy and (6) fuel dispensers. The project proposes to redevelop the subject property with a new 4,024 sf convenience store, a new fueling canopy with six fuel dispensaries (twelve [12] vehicle fueling positions), and a new trash enclosure. The project will demolish the existing 2,007 sf convenience store, carwash, and 3,202 square foot auto repair structure. All of the existing driveways are proposed to remain for the redevelopment. The existing underground fuel storage tanks will remain. PROJECT AGENT: Ivana Halvorsen Barghausen Consulting Engineers 18215 72nd Ave. S. Kent, WA 98032 Ihalvorsen@barghausen.com MATERIALS SUBMITTED: Plan -set King County Assessor Map Proposal Narrative Aerial Photo provided by Planning Division AIII:k- CITY OF Estimate of Development Traffic Impact Fees 2017 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 Jackson's Food Stores/Gas Station File Number Street Address 1520 S 348th St and 3413 16th Sve S City, State Zip Federal Way, WA 98003 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 drop down memu below. Enter the proposed number of units for the Project Proposed Land Use Type (s) 1) Convenience Market with Gas Pumps** 2) "NONE** 3) **NONE** 7771 4) **NONE** 7-71 Unit of Number of Impact Fee Rate per Preliminary Impact Measure Unit(s) Unit of Measure Fee Amount sf/GFA 4024 $ 37.82 $ 152,177.54 N/A $ - $ - N/A $ $ N/A $ $ $ 152,177.54 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. Unit of Number of Impact Fee Rate per Preliminary Impact Proposed Land Use Type (s) Measure Unit(s) Unit of Measure Fee Amount 1) Gas Station with Market & Was VFP $ 13,863.09 $ 110,904.71 2) 19. Specialty Retail Center sf/GFA 3200 $ 2.53 $ 8,088.98 3) "'NONE*' N/A $ $ $ 118,993.69 STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. (8036) - Traffic Impact Fee (Before adjustment) $ 152,177.54 Credit/Adjustment including Change of Use $ 118,993.69 (8036-1) Administrative Fee (3%) 5 995.52 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 34,179.37- 19.100.070 - Timing of Fee:Transportation Impact Fee Payment FWRC 19.100.070 3(a) - For commercial 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 a change in use for which no building permit is required, the fee shall be calculated and paid based on the impact fee schedule in effect on the date of an approved change of use. FWRC 19.100.070 3(c) - For all applications for single-family, multifamily residential building permits, and manufactured home permits, the total amount of the impact fees shall be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect. 1.9.100.075 - Option for Deferred_ Payment of Transportation Impact Fee An applicant may request, at any time prior to building permit issuance, and consistent with the requirements of this section, to defer to final building inspection the payment of a transportation impact fee for a single-family residential dwelling unit. Refer to defer payment of impact fee code for process. - ar 222.98 to tr - N n 7 I I Iw ]a• �a. uwz. 5' n - -.. ..... - - I I IF I -22.48 "' L - � I y � q - .., - m '-1 Ic- } I ! o o ` I s I I I 1 0 + + I _.:.4e � ... •- P. l wr o I I H Y Ya dd I gl I .02 LIS i fog I I I ...._.------- ...... I .c ` iv HE, 161 s1 ;. SE 2p-21 G4 �e I 55.5 TO COT �y V?W 2 -----_ _ -------_ ._._,.... c t t 40 F 100• 13O.a _ � I r I 4'• O q"c n 125' I T (A 00 O I �I Iv N f M m H 'o m m:4 ;u E E H M M cn z '< O z z£ H H n d d z n n m W z a° a r o m Fo 'o Cl 'o a x�j O w k�J (D m (D (D Fj m > rt (D G v v P- Fi Fi F-' w w, > O O .Q rt w m 'o O G rt G w O (D m P- rt rt m P-rt F'- U) F'- H- F'- n N a w F'- rt r N rt P.r- o rt rt n) � m G a rt � 10 £ rt G w Fi a Fi (D rt (D w m rt (D (o C,' .Q lq b O v Fi tj F� w •J .v 'o ro m w w m M w (D rt (D (D r a h w (D P_ P- Fi r r- Fi ;Y p F'- b7 p P' rt C H � � m 3 o u rt P- •J P- m m rt rt 3 (D o (D (D p (D rt rn cF C7 (D Fi Fi F'- r- rr m n n w r- P- (D Fi (D (D r- �3 (D O {], A � Z "< FA � (D (0 m �7 < •J Fi Fi tY tY rt I-' P,t3 o o < H C7 l7 >i m rt rt (O (D %' (Q a tY 0, z (n O m t7 `C '< o o rt F'- p p w. w m (D z £ H m z Fi H < `< C7 •J qd (D n w w ro� rt m 7o t7 m m (D LQ cT rt w m m n p H w w Fi £ (D H F'- F; < m ,a H rt It o\° w ,A w rt rt '< £ Fi 'd r- (D Q w H (D •J G rt w rt rt 13 P. m 'o Fi G rt O v z w (D O O y (D w w Fi H 'o m w w m z r w rt 'ak1 G r- Fi m W rt G F'- O m x7 Q W (DO m o (aG .4 (D (D 10 G rwT m i J J It W (D rt •J r- O •J 0 O 0 0 zy zy m m m p n O P) A m U] U] U] N � m � w cn •o o .� < o H o r o 0 h m 5 . z,oN . . m m m o r r r .n) o -Q Fr z o r o p o) In In to In N o (£D ~. m w w ao 0 0 w o w to �o 0 0 0 cn •o y x n p O w ° rn H O o O O O p 0 0 H O O O 0 0 O O O (D 0 0 o ao 0 0 0 0 o y o o Qu w 5 � a 13 zy >Rs d o ,zb 0 0 0O O 0 0 0 ((DD I, rt M 0 o d\ 0 o r oN oN o m o 0 o y o o (D 5 p? °J °D O1 o Dt (D X r H H w w ao 0 o co 'o co d o 55 5, y o 0 o a 0 0 0 o 0 F 0 0 o z o 0 0 o 0 b o 0 3 £ (D p p p p l7 C3 :7 0 0 p Ci p p p 0 �:j 0 d�:5 G rt (D rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt rt m ro;5, m m m m w m (D m m m m m m m (D m m m (D m Fi (D N Fi Fi Fi F1 Fi Fi Fi Fi Fi Fi Fi Fi Fi " Fi hl Fi Fi Fi FS 'U X• `< '.d K K (T rT rt t� rt rt rt rt cT z z 10 H H Fj C n y u y wrr m m���°����� G G G � H r- w O t7 (D (D (D, (D (D (D (D (Db' 0• � (aD m(D a 3 Ni m H 0 O O n n n FS U) ,U Id t' (D (D rt 'd t' (D m FS O O O F'- rt w (D r- O Fi >i F'- (D w ro C, �l rt [iV+,{'/'•J r w z z m (mr rhi, d (D n �' (D o o '< a t� o 0I-hG A w r- P, (D rt M M O N C O rt / ` _7 wP G n n n Fi K O Ul M rt m a ` i� w O D' H- rt r- ' a w C7 G rt (D �y rt w rt (D (p W l7 w rt G H C + o 0' � o 0 r t7 m w rt H a 0 w n l w m 'y < O w rJ (D 0 F'- a �r r rOi, � " N rn ro OO (q m ((DD O' N £ (D rt H O r- p rt r- FS r- p t7 a lD OID 0 r- rt rt c (D Ol * w N < (D O 1 y ' n) IP rt rt w Fi m m ro C a° r- r- Fi m G O w fl OR N p N � ((DD G P- r+. )• (D FS rt w r ui .. IY (HD (D xl p m I . aaN m °�rD rT0 �rt rt O (p (D W (p w m v i rt rt t1 N N- r rt N a H rt F'- O'+ o o n xmx 4 0 CT (D M � rt w ry r 3 r j CA u � 1�61 - tov%, l City of Federal Way Project Fee List Growth Project Total Cost Existing Existing Related TIP # CIP# Group Project Description Deficiency Deficiency Growth Cost # Estimated Percent Amount Committed Costs City Center Access Phase 3: Add 2nd SB left -turn lane, 3rd SB right - 1 1 b 02-01 D turn lane to 1-5 SB off -ramp to S 320th St $ 2,850,000 0% $ - $ 164.172 $ 2.685.828 City Center Access Phase 4: Widen S 320th St bridge over 1-5, realign 2 1c D loop ramp and NB off -ramp $ 20.621.000 0% $ $ $ 20,621,000 S 320th St @ 1st Ave S: Add 2nd left -turn lanes, WB, NB, SB right -turn 3 2 B lanes widen 1st Ave S to 5 lanes to S 316th St $ 12,600,000 0% $ - $ 135.331 $ 12.464,669 S 320th St: 8th Ave S - SR 99: Add HOV lanes, install raised median, 4 4 98-08 C underground utilities, illumination $ 15.523,000 0% $ $ 259.762 $ 15.263,238 S 348th St @ 1st Ave S: Add SB, WB, right -turn lanes, 2nd EB, WB left. 5 5 H turn lanes $ 5,400,000 18.5%1 $1.000.000 $ 170.446 $ 4.229.554 6 6 1 G 110th Ave SW CQ SW Campus Dr: Add SB right -turn lane $ 1.308,000 0.0°/0 $ S $ 1,308.000 SW 344th St: 12th Ave SW - 21st Ave SW: Extend 3 lane principal 7 7 G collector with bike lanes sidewalks, illumination $ 7,115.000 0.0% $ - $ 253.129 $ 6.861.871 8 9 C S 320th St 20th Ave S: Add 2nd left -turn lanes EB. WB $ 5,760,000 u% $ S 62,121 $ 5,697.879 G 21st Ave SW @ SW 336th St: Add 2nd left -turn lanes all approaches, 9 10 00-08 WB right -turn lane $ 12,348,000 0.0% $ - $ $ 12,348.000 10 12 01-05 C SR 99 Q S 312th St: Add 2nd left -turn lane NB $ 8.568,000 0.0% $ - $ - $ 8,568,000 SW 312th St: 14th Ave SW - SR 509: Widen to 3 lanes with bike lanes, 11 13 B sidewalks illumination, new signal at 14th Ave SW $ 4,366,000 0.0% $ - $ 110,244 $ 4.255,756 S 356th St: SR 99 - SR 161: Widen to 5 lanes, bike lanes, sidewalks, 12 14 92-18 H illumination $ 8,712,000 0.0% $ $ 24.773 $ 8.687.227 13 1 15 00-02 A S 304th St 0 28th Ave S: Add NB right -turn lane, signal $ 2,148,000 0.0% $ - $ - $ 2,148.000 S 352nd St: SR 99 - SR 161: Extend 3 lane principal collector and 14 16 96-04 H signal at SR-99 $ 5,200.000 0.0% $ $ 47,912 $ 5,152,088 00-09, SW 320th St @ 21st Ave SW: Add 2nd WB left -turn lane, Interconnect 15 17 98-34 B to 26th Ave SW $ 4,320,000 0.0% $ $ 5.122 $ 4,314,878 16 18 98-08 C S 320th St: 1st Ave S - Sth Ave S: Add HOV lanes, install raised median $ 15.523,000 0.0% $ $ 59,984 $ 15.463,016 Military Rd S: S Star Lake Rd - S 288th St: Widen to 5 lanes, 17 19 92-14 A sidewalks, street lights $ 13.068,000 0.0% $ $ - $ 13.068,000 18 20 92-20 F SW 320th St 47th Ave SW: Install traffic signal $ 360,000 0.0% $ - $ - $ 360,000 19 21 00-02 A S 312th St 28th Ave S: Add SB right -turn lane $ 540,000 0.0% $ $ 2.216 $ 537,784 SW 336th Wy / SW 340th St: 26th PI SW - Hoyt Rd: Widen to 5 lanes, 20 22 98-07 F add signal at 26th PI SW $ 15.312 000 0.0% $ $ - $ 15.312 000 21 92-21 E S 336th St: 18th Ave S — Weyerhaeuser Way S: Widen to 3 lanes $ 1,200,000 0.0% $ - $ 36.885 $ 1,163,115 SR 99: S 340th St— S 356th St: Construct HOV lanes, add WB right - 22 95-17 H turn lane, 2nd SB left -turn lane a 348th $ 33.264,000 0.0% $ $ $ 33.264,000 23 95-021 C IS 312th St: 23rd Ave S — 28th Ave S: Widen to 5 lanes $ 5.544.000 0.0% $ - $ - $ 5,544.000 24 98-25 H S 34M St: 1 st Ave S — 9th Ave S: Add HOV lanes $ 15.523,000 0.0% $ $ - $ 15,523, 000 C S 324th St: SR 99 — 23rd Ave S: Widen to 5 lanes, add 3rd WB left -turn 25 98-05 lane @ SR 99 $ 7.840,000 0.0% $ $ - $ 7,840,000 26 93-09 H 1st Ave S: S 366th St — SR 99: Extend 2-lane road $ 5,610,000 0.0% $ $ $ 5,610,000 27 94-24 C 14th Ave S: S 312th St— S 316th St: Ring Road extension $ 4.066,000 0.0% $ $ $ 4,066.000 28 93-08 C S 316th St SR 99 — 11th PI S: ring Road extension $ 6.160,000 0.0% $ $ $ 6,160,000 29 95-03 D S 312th St: 28th Ave S — Military Rd: Extend 5-lane arterial, interchange -5 $ 23.894,000 0.0% $ $ $ 23,894,000 SR 18 @ SR 161: Add 3rd SB thru lane, 3rd SB left -turn lane, 2nd NB 30 02-04 H ri ht-turn lane $ 9,072,000 7.1% $ 648,000 $ - $ 8,424,000 31 98-01 A S 304th Si JW SR 99: Add left -turn lanes on 304th $ 1,080,000 0.0% $ $ $ 1.080,000 SR 99 @ S 336th St: Add 2nd EB and SB left lane, widen 336th to 5 32 99-06 E lanes to 20th $ 6,300,000 0.0% $ $ $ 6,300.000 33 98-15 A Military Rd S: S 288th St— 1-5 (S): Widen to 5lanes $ 17,424,000 0.0% $ $ - $ 17,424,000 SW 330th St @ 1st Ave S: Signal modifications, extend NB left -turn 34 00-10 C lane $ 377,000 0.0% $ $ $ 377,000 35 98-20 C S 312th St: 1st Ave S — 14th Ave S: Widen to 5 lanes $ 21,344,000 0 0% $ 5 $ 21,344,000 Total Cost $320,340,000 $1,648,000 $1,332,097 $317,359,903 Total by Ara eet Group Project Group A $34,260,000 $0 $2,216 $34,257,784 Project Group 9 $21.286,000 $0 $250.697 $21,036.103 Project Group C $90,705,000 $0 $381,867 $90,323,133 Project Group D $47,365,000 $0 $164,172 $47,200,828 Project Group E $7,500,000 $0 $36,885 $7,463,115 Project Group F $15,672,000 $0 $0 $15,672,000 Project Group G $20,771,000 $0 $253,129 $20,517,871 Project Group H $1 2,781,000 $1,648,000 $243,131 $80,889,869 CFP Total $320,340,000 $1,648,000 $1,332,097 $317,359,903 Notes: 4/16/2009 Fehr and Peers/Mirai Project Fee List Spreadsheet City of Federal Way Impact Fee Project T > to x >;UT 0000 > -71 ;U --4 0 -n M >0* > -n2zz > > -;h. OWZ OWO(A N) M Z!� r- ZOM* -00, MO Mm 'u xM -P, r- Mx- u lz� 0 x 0 -.0 M x -n x OOZI CO O>Z . . . -71 1-, --q M 1- 0 jon C O-< X > M --i COD M M x Cn 0 > F -0 Fri Z M ;u .. 4!� M co -0 --4 Z 00 --q M M M M W ZZ> > > 9 x Z =4- ;u C- M Z 0 M X Zl*m W- --i OTX5 M o M.. im. C ->- 4 (M) 45 0 Fri m m Z 0 M 000 M > (j) M C) 0 W -i M ;:0 -0 M M XZM 1--) U' * �u (1) --q M M M 0 -1 (0 V) > Z 0 K: Z Z X V) -r. 55 r- 0 --j 0 x0c > X > x0- > Z V) M T -0-1 M20 50Z q -0 0 --40 ;0 > < 0 ;0 MCCD 71 0 - --q C W Z < 0 > M Z > M 0 0 0 u M oM> > -T1 OD Z --i 00 0;0 K F w r-N -n 1 0 �P ..2 WOZ5 M M -M W< W 0 M Z M > P 0 - 0, 1 0 r- x 0 X OD --4 Z -i;u MM> > irl 9: - 4M * M 0 -n -n � - 2 >Z 'i M co V) > 0 -a !:4 �;; > ' 0 M M 0 M Z X --i ;Q c: ZQ F-1 "j I ;-Z < M 0 --1 M ;a TZ C M 0 X - M > - 0 do M x ;uM > 0 ---4 0 oz. OMM wo-i= > O=> W x Z > --q > 0 0 M;u 000 0----q M - x --i MM -j W M C O;u M (n X W M, 71 M 0 J0 0 Z M C C: 0000 x C) > 1 (0 Z M M ;u to M 0 0 0 Z cmvo Z K 0' Z 0 < f-;u 0 03 0 0 1 M > 0 - - -n> Z MOO 0 jz� M M �: -0 0 Xz= o Q� > 0 --1- M Z (-) 4 > 0 rQ Z >>O > Z M Z M Z 0 0 rn YJ rT1 M to to r" O:�q- 0 (n i > W 0 — '7) 0 > M>0 Z 0 r- r- OZO 00 g: -q --4 0 Z PO -9 ul M -71 a: M :; ;u �" , --4 -0 M 0 -n 1,100 0 0 M > - -71 Z -00 DO 0 �3 0 M COZ PQ Co x r2:� C 0 2- 0 Z Zr-> > x >;;a Z;0 C" F; (1) x- 4 0 < Z X M R D rri > V) r- -, ;0 (n toZ_ M >M > - --q 0) :�; -n' � --j Z 0 r- 71 Z W Z -q -< 0 M T:� --i C/) C7 --4 0 cn cn m -0rri x Z C M 0;0 1C 0 0 M X Z X W > M-0)M V) o M - Z �b M U) zx > Mf > M) 0 M *7-0 WW M ):$I- r- M 0 0 W C > 0 Z (n M K 0 M-M5 0 > > ;u 0 00 > M X ---j 0 0 C M >MM - (D>> 0 > Z: ;0 Z M -T1 0 Z Z ZZ r- (n C '70 x V) < C) M -0 -P, -4 --- 1 0 0 C 00 0 ;u 0 M W ---i ;0 ZWM- OMK 00 Z 0 Z Z CD 00 ;a T 0 0 Z < M > Z M- < 0 M 80 4 -< 0 -0 0 0 U) (-) X Z: - 0 M M M P0qO M 0 C/) W x W M 0 Ln - (f) LD < cc 0 Co Z O;U K rT1 17-, -71 rTj C: r — Z > 07 M Z!� g ---i M K < M 0 Z < Z T Z --q M M 0 TO M 0 0 --1 0 0 -JO -n M > --j M 0 M X x --4 0 > X q rri Z K xZ- M > 0 Z X W r- Z MC M M Z -no --10 Z > > C --q c: rn m > Z 0 < C = < -<Z 0 > 0 ;;L- M ;u Z V) O--J .70 M 5 M 01-1- 0-4 M M zoo M 0— 0 rTj11 - 4 Cx M 0 >7 I Z — C C X X too cn 0 U) > M > 0 -4 M 0 rri 0 0 --1 0 0-00 M 0 M 0 ;u M T 0 0 0 0 M > -(')0 ::� 0) -u 0 > U) M > Z X M <;0 M <= < 0 -u M 0 2 --Q - 00---4 0 -n Z -ri Z C;V 00 ;;u M M > '71 71 CO ZOC X00 W K 0) Z i:4 C: Z 0 > rq ---4 0 ---q M 00 ;u . 4C)m 0 --1 0(-) - X u) > Z > rri M 0 M ;0 --v M Z 0 C-) oz M 0 M 0 --1 > -0 M ;u r- --4 0 X � 0 00'0 00 cu M C: rri r Z 0 -T� Z --q OMC M M -F �01 M M < M 0 T C: oz ODD rrl --i M =M ;u Z T 04 M>Z > M -71 0 N) 0 N) C: Z --foo M M X Z r- F-i ;u 77 C < > M V 1i Z Z ZO 0 -< X -r bo M V K: b8K M 0 0 ;u L/) 0 T - rr, 0 < K> r- Z < 7' Z - Cn < --i >Z M 5 ;K -< co G-) P 0 < Z M Lu M 0 M x > 1�u W Z W > > M (P 511 M Z- --i W 0 x x 0 � —0> T 2 0 ('1 M 0 M --q > M ZZ X-1 * x c/)> > rri m;u - >;U;u -0 0 --J N) > X X T 0 OX W > 0 (/) > --4 X -< 0 U) -n -0 G) V > C) _9 rri M C -ri M M c:;u M M (') -n r- X 00 0 0 x ;0MO K: 0 M 0 M (/) Obz�u (/5 M T Moo T Z;u M" M 0 0 T Z;u Z0Z>Z2 M rTJ M 00 M ZW—O < OXWCOO ---q M CM0 ?� % W M 0 q 0 0 rri > M M M Q) M z 0 0 M 0 — X X C40 M 0 <:.q LI) 0 xx 6 M (-);o 0 Z 0 T Z M M>WOMO 000W x U) 0 5 M 0 )2Z0O>MZ--4M =j;u r- x () M 00 M 0 M ---i cf) Z-- OMO 2 MM M Z!�) U) ��02OWM M -n M M 0 r- L,4 C r- M --j Z --I Z ;u Mx 0. K EMOZK r- �E --i M > (1) o 0 > — --AMO C 0 Z ZZ Z4 moo rTj 0 Z r- rTj — Z --n 0 > C;0 T Z WOOM C) o < M Z �;.. . K -- rri U) -q M --i > 0 U) Z --i M M MOZ 0 O;u --1 -0 --A to --q Z M;u r- Z M - K: 0 > Z 0 0 ---4 --1 = * ZM OD fn 0 &-) 0 C) 2 K;u ZOM:j Z 0 00a: 0 U) M 0 r1l X 0 Z 0 U) --j --I C M > w:;E M > 0) 0 M - 0 o > Z 0 > ZO --q IZJ mom > ;u > 0 C) M M 9 r- ----i :. --j Z I > W T ;u Z;u > Z 0 ..0 0 C71 x (-n > M M 0 > (/) (') fn 0 M03M 0 M M ;0 M 0--A -4 M > Z C;u 0 Z - T Z Z Z M:r --i C) 0 M 0 > ;0 M > -9 > --i P> Z --i --i Z Z -u M M > 0 0 > 4 6) 0 (/) 0 x 0 Z 0 Z r- U) -T, M M C-) > (n 0;u MO- < M -T1 M 4 0 0 ---1 r7j M --i ;u M M Z --1 0 M M;u --I X X 0 -i M --I Z M Z=M U) 0 Z rrI M 0 rr, 0 -71 Z -u --j > 0 0 021 - --woo MOW>>O --i G-) -;U (Mn [< M U) --q Z -.1 0 Zx 9: --4 ;u. >MZ 9: M M M a: 0 :E Z 0 C Oz— cn 0 -n W 0 U) M 0 Z M M 0 (f) = --i K - 0 (P C-) u) 0 M-< r-ZOW ;u5Z 00 > -r ;u -n I --I C -TI Z -q > > Z 0 0 CO x - -9 - 0 M < > 0 > Z 00 >;u G)Ito > > C CD M M r- M > W --4 M -u 0 ;u Z r- O;u r- M Cf) > > 0 < >MxFMW-W r') C- r, C/) Oro 0 M Z.. 0 c > 01 T;u C-) > (t) -70 -1 OD K > ---i M:* T 0 T M __j T N 0 T X M x ;u (-) 0 Z -r cn > d > -E C 00 > - - 0 0 C/) M M -0 > --I Z M Z > 02-0 Y) r- C-) 4 M ?) -0 ;u 0 X -<,r M < OM-0 --i M a: 0 --4;0 M M 0 -< -a 0 M M o W 0 M M M co -< T Z C W --i M r%) 0 --1 U) - T >MO M U, 0 0 Z50C 00- (-) ()I CM Mo - C- 0 M > c Z M L') -q (0 K: M 71 Z M;:0 _9 x T 0 MMMM K r- Z M- a T50--'JE M— EE > 0 -jg' > > oc 0 0 0;-;o Z cn Z0'M M --i Z V) (- M rn 0 f") M 0 M (J) Z M U) Z =-O Z'' -TI q� - M -T 'T- —M-P-- mof;� Zi 4 M MM to rri M -C: 0 - r- --4 M W -4 OD Z;0 0TZ0 -WCZ-- 0 rn C1 0 5 x < C� > Z 0' 0 5 M W -u M M Z: --4 to W Z > c)(/)(/)Zo- N) C ;0 M ;u Z x Z f) Z Z Cn U) 0 --u 00 Z 0 ;u H: 0-71 --q r- Cr 0 C-M-1- Mo 0 < —OoO 00 >0 0 — 0 1000 >Z:E 50' Zo Z x > 0 21 _q x Z;u -11 M M "j 0- ;q M LTO—> W (), 0 ---1 ;u U) —oz ---1 0 * rn 03 --A — Z IQ > Om 0 M = Z C*) 0 C) --4 Z O;u (A 0 Z ---i > C 0 0 --1 f-1) 0 1 * -T1 --4 M -71 -4 -u MZ>>;7 MOZ 0 < 0 MOT Z V Z rr Z (-) �D 0 -< m =1 U) 0 r- T * Xm>--n 1-1 0 2 - M :E ZE 0 M 0 M > Z >:�� ;�u 0 71 > * --i (f) > --A 0 --q M M M ;U:* M Z ;uZM r- T * W MM > --- i a) M r 71 X t1j C U) r, > 0 0 ;u %-., K OM PQ co M OM M 0 M r- --I V) --I M r- co U) 0 ;u M (') M 00 0 > (n Z > 0 M;u 0 j=;u ff (n C -3: a: o -T1 < 0 --1 u) M Z 0 0 ZO >;u 0 0 0 1 M> WZ:0-Mxx M --q M ('() 1000 M Z --q K: Z 0 0:;u 0 < -4>--IOZ M -n M M < -n ::0 > Fj)- x ZV (M/) - MM > M > > OmZ --i > --1 5 U) > > --j -n M S-O 5 M M =ME 2 r M > --q M M Z > Z 0 MW --qZ>r-M (-)00--1 0 Z 0>(/)c Z-M M r- -Z Z9!Z U) Z r- Z M M I Z;u r- M > C (/) > 7: (A - M -0 (1() C 0 > U) T 0 X MZ M Wo 0 --j 0 F) -0 LD 0 co < Na �96msn3�0(m/)>< >-, 3: ;u W --q 0 1- 0 Z K --1 0 --4 --q Z < X 0 Z -M mo 0 0 - --4 -nm- 0 M U) M C 0 M cc 2-4 M ?� -T1 0 M > 0 M Z M Q > 0 OOFn- ;DZ5 qMZTM 0 x MxM 0 0 M T x Z <;u > 0 r- ;11 --1;u (f) 00 0 0 0 M x oz 0.. 0 u) 0 0 --1 X >;a M 0 rf DO > 1 4 U) M;u M -4 OM 101 Z=—OMM- 71 --10 -r W M C) 0 Z T X 0 u) F, ---1 4 M --i W > r- U) (/) 0 M x Fb 0 Z -r M 0 0--j- -u �10 Z x V) �u > - W (-) -4 M 0 M 0 Z 0 Z ca M M > M M M 0 4 Zru Z Mll f'j 0 -T1 0 Fn M o X — U) OMM > ---i Z m < C M 0 W "j Z Z M Z=C)H M ---1 0 Z M 1 0 0 -'0T=M5>K M > M Z- M co 4Z K> --1 0 Q M M G) 0 ;0 OM --q Z5 > Z 6 0 Z Z Z X I T>M M �u 0 M OM rr Z > r-zr-zmz > Z r- K Mx Fri Z > --i U) < � L5 6'p K --q Z 0 U) ;:0 0 Z V Z V 2PO 0 �u ;r () Z 0 C) 5 M (/) --1 0 _q --i U) f- 0 < -4 > 0 N it Z- 0 > ;0 -< M C-) M C0 > Z::a 4 Z (n (1) > i CC) r- -0. U) > --4 M M M > 0 0 Z Z G) 0 M 0 > W M M --MD Wmco .. i*OZ M > M M >MMOZ 0 -MMO . n MmZ* -;N� x > M. -n 0 ();u 0 0 (-) 0 ---1 00 --� :EMOO Z >MM M. noomo M > M W M ---i o 0 0 > rri 0 0 0 1 (") A -n (-) 0 u) Z r ;a (-) :1M> -n oxxo M 0 oxx 0 Mx X0 Z 0 x =MZ rn 0 0 LD M 0 -4 0 0 0 < 0 xm< X G) Z M22MM OT 0 C) Z > > M 0 --< Oz Z Z, M CA M 1 0 --(OOOFM= U) ZZOZ ZZ—Z -TI 0 0 Z *r L > > > --1 x - a? --1 2 Z—;u M 0 U) U) W0005 x Z W r M Z MZ M --j -i > M r- 00 moo 0-4 X Z 0 Z M 3=M2 W Z 0*= 0 0 < M Z 0 to --A Z 0sn ---' Mo- 0 0 > O>- �cn > U) ZMZ 0 2 --1 Z Z u -TI > 0 P >- W K --j 0 K C)Po X o OMM -nwoz M 0 00 0 co V> M M Z C — --j > x 0 Z Z > --j o M Z --j > Z --1 -<:A M M > M C > g) DO M 0 o ZE M:Z -n W M Z Z 0 > --q Z M i M > Mo M > 0M M MM (1) ZO M 000Z 5 > >XW 00 > Z Z Z Z -0 4 W Z� M S; Z Z' 0 0 M Z Z u) (n V) M -u T 0 M 0 C: 0- M 0 0 > > > 0 0 M Mm > M M > 7) 0 M >Z xZ T WT Sri Tox 0 ;0 Z M M>-" < 0 0-0 N30 C- r- M H': *"o 0 *"OMO C > -0 M ;0 r- M 0 M 0 Z C Z -0 0 x - Z> < ZOM >5;0M Z ZOM U) 0) > N -n a) W Wo M 00 QWC 0 C-) 0 ;0 0 M X M > r- M 0 i� L4 T - (/) Cf) 'ZMr- M V) > > (OM ;rl 2 M Z --i WZ L-4;U o ;0 0 T M -Ij Z --4 Z -K 0 > (D M X M > (0 M r. M OMMM --A -`1 M > 40M 0- C- C-) 0 M 0 0 pow 0 -K-6u) Z K < < �;u V M M 0 --1 0 W ---q C: ;u Z C M --q X MM Z -K M M;O;u IIJ M M M M > Z ---1 -0 --j (0 M'0' 0 M W M > Z -;u M o- FMKZ 0 N 0- 5; 0 e5 OMM Z-x>3 Z -;u 0 ) W M 00 Mo (rn� 0 0 00 --q M C/-) --4 --q 0 -< C - Zoo M > M 0 0 Z 00 ;d 0 --j 0 Z Z -q 0 X G) Z X M < > MON)55 --q 0 T --j 0 M Mo- 0..0 M Z MO->O M -< M (A --4 (o CQ (0400 W 0 (A- O>XO 0 C4- ZZ O(A- COZ 0 0 >M C 0 Z 0) M (A 00 00 U) M 00 M 4 0 M 00 F U) > W C < 7- M N) Ot > C: 4 0 > ()I M 0 Z -0 (n n Z Z U) ---i x 0 -N N) - Mo LI) 0 0 -0 0 C M 0 =1 0 :q 40 M Z i rrI (/) K 0 >M-r M W Z M 0 0 M 0 0 C -4 �u M > -0 to 0 M ro Z rD (-) M M 0 - U) CD > Z > x u O - E: --q M (/):E 0 M W 0 r Lt) < M -0 Z oz j M 0 --j M M A x M > C > > M Z M M M > > > M Z M 0) Z 0 Uo ;0 M 0 Zo M >;0 0 K: > M Z M M ---i r- -T1 > �Z a) 0 ZM 0 - Z Fri > K: K: 0 > --- I Z --q T 0 M 0 M 0 C7 Z M -4 Z Z 2 > U) 0 X-O 0 C- C'J OM W M > M 41, 0 -a > 0 N) 0 > Z s- M M M T T M c- o > 0 0 x > M M >Q M;p u) 0 -n Z > 0 -n 0 K X K M Mo �9 M (/) - M rri 0 -0 Z 9: Z T > Z > T > r- >2 ;u -T1 M U5 --i Z x C? W Z K 0 ;u M M MM !n M = o < M > > -< > 0 M > M 0 Z "-I M U) K: Z -0 0 0 0 > -0 > M > > ZO M M C_- ;u 0 0 M Z > M Z T ;u ;u 0 ---1 �� 'a M M a: > 00 M C "7 M -'n > X W U) F- M -T1 Z I_j r- 0 0 > V) O:� 71 M > M M— Z M o Z Z Mo 0 x n > > M Z --i -T') M Z r- m i C: -1 ;0 ZOO Z C/) jo< x M �7 M --A-u ''n 0 C Z5>> Z MW: 'Z 0 >:< MZ r- > r, > 0Z ZM* --q Z 0 --A M 0 M >*0 -TI -q (A 01 CC M (Z) ;u M O (n > W > 0 r- Z rTj 4 C") i;6 9: Z M '�> M 0 rtl Mt (/) 00 ;u 0 qWWO OW * >T > M Z X ZW�M -<'�' Z 0 .. 0 K --i M M Vvu Iduffluer G14A& 18215 72ND AVENUE SOUTH t) A IV 1 0 1770`4 V-� KENT, WA 98032 (425)251-6222 Sheet 0 (425)251-8782 FAX Z! co CIVIL ENGINEERING, LAND PLANNING, J— SURVEYING, ENVIRONMENTAL SERVICES 2 ENGO' of File: P:\17000s\17764\survey\17764TA01.dwg Date/Time: Nov 23, 2016 - 4—:43pmScale: 1"= Designed Scale: For Drawn PCW Horizontal PACWEST ENERGY, W; 1'-20' Checked QBH OT f%t"% MEE'CIAL "' URT 3AM EA %J I %.fvM HC CO Approved - Vertical MERIDIAN, IDAHO Date 11Z23/16 1 83642 � —ohille Xrefs: N, a. Date By I Ckd. I Appr. KITS CORNER RD S W W Z: Z trn Revision M N 16TH AVE S 01 | No. fCkdtAppr. Revision Job Number GviA(j Designed Scale: For Tdje: IV 0 18215 72ND AVENUE SOUTH 17764 KENT, WA 980,32 Drawn Horizontal PRELIMINARY ELEVATIONS �10 (425)251-6222 (425)251-8782 FAX Checked nT'-%RES, IR' JACKZ�L!Non FUUU 0 U INU. JACKSONS STORE No. 636 Sheet 0 0 Approved - Vertical 0, SURVEYING, ENVIRONMENTAL SERVICES Date 11. 16.16 File: P\1 1 17784_836 A2.1.d*g 1 16 10:56 NN Soo|e11 Cp|NN[R Xrof ��� 0 00 © ND C), N.) <1 > C) >ICD o -TI -TI I 51 G5 1 6 10:56 AM Sccle:1:1 CPINNER Xref: I I+ C71 P, C31 -Ti I ZI CD I i I m W 0) 0 II rQ -all > z ---q 6 --ai . i (/)I G*) r z M 1 0 > I - i 1 > >i > + Mu I >1+ + CIO too III ---- :19JX 83NNId0 L: L:al©OS WV 99:0 L 9 LOZ/5/Z L:GW'-L/a}op 6Mp• L'ZV 9�9—tr9LL L\fUDU'wila,ld\-,9LL L\SOOOL L�:d:ai!d Ni, CVI(.D (N +IP. ry �I® C) LL- (N 04I� Imo' la +i <c +; < I`a . Coo v i 7 i I I Im I I I I I ( 1I I I I ° I 7 7 7 I I I I i I , , I I iLL- I I I �I 171 I I I 7 a < �= Iz OjQ cy;J Ci }W (DIO CNIo (D o Unlo + C L00 ow F G 7 o� s � I 7 I o I` Q !-� < C)}n<n rl< aIQ 9 [{ ONO:: f +I F + r- o +I rxi } 7 } } , agi 4�4� - -n PD C wa C C C 8 7r 0 =r 0- 0 0 #-1- =r I W .- FXI 8�b b 4h. No. Date 1 By Ckd. Appr. Revision Job Number GHA(j 18215 72ND AVENUE SOUTH Designed cip Scale: For TdIe: 17764 KENT, WA 98032 Drawn cip Horizontal PRELIMINARY SITE PLAN -EXIST. FUEL DELIVERY > (425)251-6222 (425)251-8782 FAX Checked — 1"-20' JACKSONS FOOD STORES, INC. JACKSONS STORE No. 636 Sheet 0 0 �? I% 4 proved � Vertical 3450 E COMMERCIAL COURT I MERIDIAN, ID 83642 1520 8 348th STREET PS.5-FR C'. 0, CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Date 11.18.16 ph 208.888.6061 1 fx 208.888.3585 Of E N Go- www.jacksons.com FEDERAL WAY, WASHINGTON File: P:\ 1 7000s\ 1 7764\p relimi no ry\ 17764636 PS.5.dwg Date/Time:12/1/2016 10:05 AM Scole:1:1 CHNNER Xref: File: P:\ 1 7000s\ 1 7764\prel imincry\ 17764636 A1.1.dwg Date/Time:11/30/2016 3:59 PM Scale:1:1 CPINNER Xref: 6MP*LOVJ-VgIIL\AGA-ins\-V9ZZL\sOOOZL\:d :al!A NOIDNIHSVM 40 31VIS AINnoo ONIN 'AVM -1vu3a3:1 :10 A110 03 *03S 'Y"114M 'ISV3 t R308 "N La JO VA 3S 3HI :10 'M 3N 3HI :10 Nid .&3Adns aNVI Sd,SN/VIIV 00 C5 U) im U) LI tC C14 8 U) 0 C-i 0 Li CN UOISIA98 -jddV I -p)io I AS I 91D(G] 'ON r /A /A >k7-7 ......... 6 z 5 25 F- 60Z CL M Ld x t- LLI LLI LLI < ,OZ=,,L :alr)oS wdg-V:-V - 9LOZ '2Z AON 9L/2ZFL L GJDC] S30IA83S WiN3NN081AN3 'D%omns `ONINNYId CINVI 'ON1833NION3 IIA13 lD3I:PQA --7— PGAojddV xvi zez_e— Lgz(gz-v) ,OZ=. L zzzq — L gz(gz-v) IDIUOZ!JOH UMD-JO Z2026 VM 'AD sio a A :alespau61saa HinOS 3nN3AV GNZL - 9 LN L I TS Le (on d (on) d (OQ)d -d 0, d }d eon n )d ri On)i 97 -77 77 7 WKI #1.81'njusip 775,-7 jo,777 0 0!t) �7- Lij C/i 0 z Ld z C) z z Um n D U.J 0 V) 00 0 0 o LLI z m F- 0 L: 0 n- z V) F- Ld .00 (if C) LLI LLI 0 5; T Cr) C) < cy) o V) (n Lj- C) V) LI C) z o6 Lj Of Ld 0 UJ Ui CZ 0 Li F) 00 (3 Of < Uzi A x of Z o z 0) ZD z c 0 LJ (D 0 Lii n (60 CD 0- Lij 0 LL 0 LL ry -j ZOXZ 0 x F- 0 141 D LIJ 0 < Z L- x L) mmw< n mvi<Zo< Ww < 0 Z 0 CI cy- V) . Z < ui (n Li z Lli < 0 0 z < P < z Li -H 4-1 :D 15, t � Li g Vi LL- 010- z -j Ld 0 Z x z z Z Lo U') Z < :2 0 0 0 m Z) 0 - 3�: 0 LIJ z N < z n F-: z 0 r)zzuj§ 0 F-: Ld Uj -t 0 F- Z o < -i Z V) :-j D-- V) < -j m :2 CI4 o 0 Cf) n Li F- ui 0 - r. E- I :� I - -i �- z WC 00(nno > Z Ld V) < �- V) Z U) C-4 z z z 00 O=C)xo= �- 0 6 ci 0 . uj o < Cf) uj 0 0 C) wo x -1 Z 00>XXLI- C/i -H + C) LLJ o Li < v Lij z Ld 0- Ld n (0 N <w Z<w m x V) V) 0 < F- 0� - C) n 0 =-Ja-o < W D ui Q� 11-1 Z �- 0 <:2 z.� 00 N cr- uj 0 Ld 't Lo n -0 PO CN N Ujo oxv) b V) (D 0 -j z m D z U ry < ry z < ?j UJ -i �-Mwow < x U- < n-j Z M t mm m 0 D LL 0 p C) ^N C14 0 L'j nto -)--o o Mo Z< 0 -'m 0 CD V) ..00 00 Se - W>x wxmz (I)CO 00 V) f- ,to) M =3 0 Z WO)m 01)0) U- (n U-XWIl WF-LOT�-O�- w rl- �� o D f= un 0-J-0 Omp < 0 00 00 V) Fr �- I-- w Y o 0 U) Woo OUJM Of Uj::D V) 0 0 0 z .. , H -C 0 LE iE m::) 0-;-z �zz I 0!� F<- � =) Z 0 woo W wol. M g z w 0 Q 0-0- wn n m m (n g )!±4 = w C:� U) LL M N > M < 0 m U- — �- CL �- Of m < < < < < 00 C5 V) m V) co Sig 2-' cj LD (n Z' Lo Nd W—W V) z 0 V) I VJ X uj P-4 uj tn Eno r1i m U.1 U'J U.j m se ud CL c-, z awj a a!: oz :a- 0 a. C) V) > CD cs CL M m m V) U- :z cn S < "P": tn C� C-) 0 I IL 7 s CD x z LiDo C�i�l i t w C> C-) 0 w CD (n 0- zt ZE m m LH C:I 3: :'- cn Cl CL g i -Z: 0 M V) i co CS of a c) CD Z:3 C-') C) tn m C-) Se F P= LLJ =3 LAJ LL, - Uj IRI L m m CD a_ Fn F-I . . . . . . .z .� . . . ,. m -a' .r` . . / . . . . . . . . ` . . . . . . . / . . ' . . . / . / . . ' . / . / . . . / . . . . . . . . / . . . . . . . . . . . . . . . . . / . / . / . / . . . V . ' ` 0 � � | / / (D BROKEN WHITE STRIPE (D ----------------------------- 0 rm.-� 0 \� ---- --------------------------�--------'----____- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c - - - _ _ _ ~_ _ _ _ _ _ _ _ _BRQNENY0�O�STRPE - - - _ - - - - - - ' - - - - - - CURB MEDIAN El Designed c* 18215 72ND AVENUE SOUTH KENT, WA 98032 Drawn (425)251-6222 Checked (425)251-8782 FAX Approved CIVIL ENGINEERING, LAND PLANNING, i,URVEYING, ENVIRONMENTAL SERVICES � � LUUUU ��� 0 ;0 1-1v_ u� m c _jM Z2<9m ;v+ 30mr C�;/Zm Z Z 1m -8Zi Z � �� � crirOA � Z Oa 0 (TI LTt 0 vQmm C9 M I B cr, + O �I �oC 1 x ,__ x --.. x J �x c-------------- I i ° i ° I I .�.� s5 - - - - - - - - - - - - - - - - - - - - - - - -NEW DRIVE - - - - - - - BROKEN - - STRIPE- - - - - - - - - - - - - - 0 _.. CM1111 C Utu1St CMninr 0 -N;�x _------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - BROKEN WHITE STRIPE CURB MEDIAN — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BROKEN WHITE STRIPE ------------------------------------------- -------------------- -- w� fi u j M i A !f • • Y i t • • a •• c • of s ar - f • sr File: P:\17000s\17764\preliminary\17764_636 PS.6.dwg Date%Time:2j28f2017 3:28 PM Scale:1:1 CPINNER Xref: ---- � zoo Cn Ilk r x | | ' `- m | | | | | ' EMAC ie co ) m / ' UU ! �- UU-___� | | | 0 ' | | m ----- ~---- m: c^ ~ C) w | / kUUUU . " ^ 171 am ha 0 it i X\ to ifj — — — — — — - API 20, CANOPY SETI W. 41 2t M It CA LA 0 XISTING EXIST Ay SIDEWALK EXISTING min KLD 0-0E 1 0 (D G �8 — 110 Eq SINGLE WHITE STRIPE R" 4�� 16THANE. S. 4�� CURB MEDIAN \ _________________ BROKEN VNfDEET�pE -------_--------------_---------------_- /~� � �-�------------------------\��---- | \�� ' D 17-ig U X1, 'agi 100 ^' | ��� I llc.] . \ I f V%Jva \ I / / V-t \Pf tilf fliflury \ i 1 / o-v—ojo rz).z).awg uaie/ 1 ime: I Z/ I / ZU-1 b -1 U:U,) AM �cale: 1: 1 GFIINNER Xref: F__________—_—_- _- --_---_�_,�____.---_-____— �__--_-- _ { ii it r}� I it � it DO r u r rr f , rr Br rr 0 Solo MOI X rf ! cn IRE r r r f ` f fr rrf r �rr�ti f r frrr f e A r C9 D 1e fr I f _....___—_—_ 1{ I 11 #E 1! iE IE i1 11 II ,i it .I } II �i i! i { I I ! I { i { i1 {I }I 11 11 31 �I �I li ;1 �k if 1 E 1 �1 11 #I 11 1{ SE IE 31 r -- — --- -- — — — — }{ It I 9 If } if { "30OVJ A3371. WJ - ■ ©1�l1®1�l�t�l1©1�1�1�3t®� III 57,_A JI IX w rn RM I I I { I I i i I 3 i i XF ►J r v t — — — .. r- — — — — — — — it \i i i no 4ER. m E i I j ! 3 E L-____--- i € I 0 t z \ orr I I Egm iA 1 1 I •» File: P:\17000s\17764\preliminary\17764_636 A1.1.dwg Date/Time:11/30/2016 3:59 PM Scale:1:1 CPINNER Xref: ....._.I --'-J ,,,„v. ,-/ -/ -- , v I W.. a nvi lit U1c. 1 . 1 ur-1114I14C(C Art l: ---- 17-1 PQ z L> 17-1 -0 M C0 I FT1 -0 !0 oln Cf) A im 10 71 > ;U IM io 0 Q r-- A+ bli,' C�' Im Of IM CD rj Cg > ic) Ix ;;u I 0 > > 0 10 0 Elm r WMA L -owl r 1 -due- 0 lz� CO) -C• r Job Number CViA& AVENUE Designed Scale: 18215 72ND SOUTH 17764 KENT, WA 98032 Drown Horizontal (425)251-6222 Checked 0 (425)251-8782 FAX 0 % 11 Approved — Vertical ell CIVIL, ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICE,11 Dote 11. 16.1 E IN G �ile:P:\17000s\17764\preliminary\17764-636 A2.1.dwg Date/Time:12/5/2016 10:56 AM Scale:1:1 CPINNER Xref: Ty: ci N SUBMITTED FOR PRE —APPLICATION MEETING Revision TdIe.- PRELIMINARY ELEVATIONS JACKSONS STORE No. 636 1520 S 348th STREET FEDERAL WAY, WASHINGTON I