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19-104958,4CITY OF �, Federal Way Centered on Opportunity November 26, 2019 Mr. Nick Wecker Barghausen Consulting Engineers Inc. 18215 72nd Avenue South Kent, WA 98032 Nwecker@barghausen.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor FILE Re: File #19-104958-PC, PREAPPLICATION CONFERENCE SUMMARY Viconsi Development, Parcel 292104 9099, Federal Way Dear Mr. Wecker: Thank you for participating in the preapplication conference with the City o F Federal Way's Development Review Committee (DRC) held October 31, 2019. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the city's Planning and Building Divisions, Public Works Department, and representatives from Lakehaven Water and Sewer District and South Ding Fire and Rescue. Some sections of the Federal Wg Revised Code (F WRC) 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. I, Natalie Karrieniecki, am the key contact for your project. I may be contacted at 253-835-2638, or natalie.kamieniecki@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 me. PROJECT DESCRIPTION Demolition of existing buildings and site redevelopment, including construction of a 3,010 square foot convenience store, 480 square foot drive through coffee shop with double drive -through windows, and a 3,096 square foot fuel canopy with six multi -product fuel dispensers resulting in 12 vehicle fueling positions. Subject property is zoned Commercial Enterprise (CE). 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. Mr. Nick Wecker Page 2of16 November 26, 2019 The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the comments made by all departments in the following section of this letter. ■ Planning Division 1. The edge of.the permanently altered wetland buffer must be surveyed and shown on all subsequent plans. Structures shall be set back a distance of five feet from the edges of a criticalarea buffer, except for landscaping, building overhangs, and fences and railings six feet in height or less. Prior to final occupancy, wetland signage and split rail fence shall be installed along wetland boundary in accordance with FWRC 19.145.180(2) and (3). • Public Works Development Services Division 1. Per city development standards, there are open -cut moratoriums on both Pacific Highway South (PHS) and South 356th Street. The moratorium on PHS is in place until 2024 and on South 356t" Street until 2022. Any pavement cutting on either of these streets prior to the years listed will be subject to the mitigation/restoration requirements of section 3.2.19 of the Public Works Development Standards. 2. The project is subject to "Oil Control" for ahigh-use site, as outlined in the 2016 King County Surface Water De ign Manual. • Public Works Traffic Division 1. Transportation Concurrency Management (I W C 19.90) — A transportation concurrency permit with an application fee of $9,032.00 (51 - 500 trips) is required for the proposed project. 2. Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for multi -family residential dwelling units and will be assessed at the building permit stage. 3. Transportation Impact Analysis 014) — A TIA prepared by a licensed engineer in Washington is required to assess other significant project impacts, and determine traffic and safety mitigation measures not identified in the concurrency analysis. The TIA shall also include trip generation to determine the number of trips generated by the development. 4. Frontage Improvements (FWRC 19.135.040) — Construct street frontage improvements and dedicate right-of-way along the property frontage on SW 320thStreet and 2Pt Avenue SW. 5. Frontage Improvement Pro -Bata Share Contribution — The applicant shall contribute on a per -front -foot basis towards SR 99 TIP #20 and dedicate 12 feet of right-of-way along the property frontage on SR 99 per FWRC 19.135.040. The applicant may request credit to be applied toward the TIF for this pro-rata share payment. 6. Access Management (FWRC 19.135.260) — The development shall meet access management standards. 7. Block Perimeter (FWRC 18.55.010 & FWRC 19.135.251) — The development shall meet block perimeter requirements of 1,320 feet for non -motorized access and 2,640 feet for streets. 8. Intersection Sight Distance — Submit intersection sight distance analysis consistent with the AASHTO standard. 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 3 of 16 November 26, 2019 * South King Fire and Rescue 1. An automatic fire alarm system is required in the convenience store due to the square footage of the building. A separate fire alarm permit is required. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. COMMUNITY DEVELOPMENT — PLANNING DIVISION Natalie Kamieniecld, 253-835-2638, natalie.kamieniecld@cityoffederalway.com Land Use — The subject property is zoned Commercial Enterprise (CE). Vehicle services stations with a convenience store requires at.a minimum a Process H Land Use application. If the development requires SEPA, a Process III application is required. No more than two vehicle service stations may be located at the same intersection. SEPA — Environmental review is required for the installation of impervious underground tanks exceeding 10,000 gallons in size per WAC 197-11-800(2)(h), and excavation in excess of 500 cubic yards per WAC 197- 11-800(1)(a)(v) and FWRC 14.15.030(1)(e). Wetlands — The edge of the permanently altered wetland buffer must be surveyed and shown on all subsequent plans. Structures shall be set back a distance of Five feet from the edges of a critical area buffer, except for landscaping, building overhangs, and fences and railings six feet in height or less. Prior to final occupancy, wetland signage and split rail fence shall be installed along wetland boundary in accordance with FWRC 19.145.180(2) and (3). Structure Height, FWRC 19.240.050 — Maximum height of a structure is 40 feet above average building elevation (AABE). If approved by the director of community development, the height of a structure may exceed 40 feet AABE, to a maximum of 55 feet AABE, if all of the following criteria are met; (a) the increased height is necessary to accommodate the structural, equipment, or operational needs of the use conducted in the building, and/or all ground floor spaces have a minimum floor -to -ceiling height of 13 feet and a minimum depth of 15 feet; (b) height complies with note 3; (c) height over 40 feet is set back from non-residential zones by one additional foot for each one foot of height over 40 feet; and (d) roof lines are designed to avoid a predominantly flat and featureless appearance through variations in roof height, forms, angles, and materials. Building height may not exceed 30 feet AABE when located within 100 feet of a residential zone. Setbacks — The front yard setback is 20 feet. Pursuant to FWRC19.240.050(4), 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 n-iinimum 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 feet to any property line. Doc ID: 79744 19-104958-00-PC Mr. Nick Wecker Page 4 of 16 November 26, 2019 Landscape — Commercial Enterpri e, CE. (a) Type III landscaping five feet in width shall be provided along all property lines abutting public rights -of -way and access easements, except industrial uses shall provide Type II landscaping 10 feet in width along such property lines. (c) Type III landscaping five feet in width shall be provided along the perimeter of the property abutting a nonresidential zoning district, except industrial uses shall provide Type II landscaping 10 feet in width along such property lines. Type IV landscaping shall be provided within surface parking areas as follows: 22 feet per parking stall when up to 49 parking stalls are provided. Drive -Through Design Requirements — Drive -through windows and stacking lanes are not encouraged along facades of buildings that face a right-of-way. If they are permitted in such a location, then they shall be visually screened from such street by Type III landscaping and/or architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate screening. The stacking lane shall be physically separated by landscaping and/or an architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. Drive -through speakers shall not be audible off -site. A bypass/escape lane is recommended for all drive -through facilities. The site plan provides for a five-foot area separating the stacking lanes that can accommodate either landscaping or architectural element. Tree Density Calculation — Pursuant to FWRC 19.120.130, tree and vegetation retention standards within the CE zone is 20 tree units per acre. This requirement can be satisfied through either retaining existing trees or by replanting. Calculation of the total tree units required. The total number of tree units required to be provided by a regulated activity shall be calculated by multiplying gross site acreage, minus any proposed public or private streets and regulated critical areas (excluding buffers) determined by Federal Way to be undesirable for tree planting (e.g., certain wildlife habitat and wetlands), by the required tree density (in tree units per acre) set forth in Table 19.120.130-1. The result of the calculation will be the total number of tree units required for the activity. If the calculation results in a fractional quantity, it shall be rounded up to the next higher whole number. Building Design Guidelines — Preliminary building elevation was not provided for review. The following are excerpts from the FWRC that are applicable to the building design review. (2) BuiRing facade modulation and screening options, defined. Except for zero lot line townhouse development and attached dwelling units, all building facades that are both longer than 60 feet and are visible from either a right-of-way or residential use or zone shall incorporate facade treatment according to this section. Subject facades shall incorporate at least two of the four options described herein; except, however, facades that are solidly screened by Type I landscaping, pursuant to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may use facade modulation as the sole option under this section. Options used under this section shall be incorporated along the entire length of the facade, in any approved combination. Options used must meet the dimensional standards as specified herein; except, however, if more than two are used, dimensional requirements for each option will be determined on a case -by -case basis; provided, that the gross area of a pedestrian plaza may not be less than the specified minimum of 200 square feet. See FWRC 19.115.090(3) for guidelines pertaining to city center core and city center frame. 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 5 of 16 November 26, 2019 (a) Facade modulation. Minimum depth: two feet; minimum width: six feet; maximum width: 60 feet. Alternative methods to shape a building, such as angled or curved facade elements, off -set planes, wing walls and terracing, will be considered; provided, that the intent of this section is met. (b)1.andscape screening. Eight -foot -wide Type II landscape screening along the base of the facade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrance(s). For building facades that are located adjacent to a property line, some or all of the underlying buffer width required by Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, may be considered in meeting the landscape width requirement of this section. (c) Campy orar+:ad . As a modulation option, canopies or arcades may be used only along facades that are visible from a right-of-way. Minimum length: 50 percent of the length of the facade using this option. (d) Pedestrian pla.Za. Size of plaza: Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and accessible from the adjacent right-of-way. (3) Building articulation and scale. (a) Except for zero lot line townhouse development and attached dwelling units, building Facades visible from rights -of -way and other public areas should incorporate methods of articulation and accessory elements in the overall architectural design, as described in subsection (3)(b) of this section. (b) Metbods to articulate blank mall.;. Following is a nonexclusive list of methods to articulate blank walls, pursuant to FWRC 19.125.040(22) and subsection (3)(a) of this section: (i) Showcase, display, recessed windows; (ii) Window openings with visible trim material, or painted detailing that resembles trim; (iii) Vertical trellis (es) in front of the wall with climbing vines or similar planting; (iv) Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant material that will obscure or screen thevall's surface; (v) Artwork such as mosaics, murals, decorative masonry or metal patterns or grillwork, sculptures, relief, etc., over a substantial portion of the blank wall surface. (The Federal Way arts commission may be used as an advisory body at the discretion of the planning staff); (vi) Architectural features such as setbacks, indentations, overhangs, projections, articulated cornices, bays, reveals, canopies, and awnings; (vii) Material variations such as colors, brick or metal banding, or textural changes; and (viii) Landscaped public plaza(s) with space for vendor carts, concerts and other pedestrian activities. Site Design — Per 19.115.050 pedestrian circulation and public spaces are required as follows: (a) Primary entrances to buildings, except for zero lot line townhouse development and attached dwelling units oriented around an internal courtyard, should be clearly visible or recognizable from the right-of-way. Pedestrian pathways from rights -of -way and bus stops to primary entrances, from parking lots to primary entrances, and pedestrian areas, shall be accessible and should be clearly delineated. Doc ID: 79744 19-104958-00-PC Mr. Nick Wecker Page 6of16 November 26, 2019 (b) Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged. District Guidelines Per FWRC 19.115.090, in addition to the foregoing development guidelines, the following supplemental guidelines apply to the CE zoning district: (a) Surface parking may be located behind the building, to the side(s) of the building, or adjacent to the right-of-way; provided, however, that parking located adjacent to the right-of-way maximizes pedestrian access and circulation pursuant to FWRC 19.115.050(4). (b) Entrance facades shall front on, face, or be clearly recognizable from the right-of-way. (c) Building entrances shall be architecturally emphasized and shall incorporate transparent glass. (d) Ground floor entrances to retail sales or services shall incorporate plaza features or furnishings, and/or streetscape amenities, in a context -sensitive amount and combination, considering the scale of the retail use(s) and entrance(s) to the overall building or development, and the proximity and accessibility from the building to other existing plaza or streetscape features. (e) Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-way or pedestrian area. (f If utilized, chain -link fences visible from public rights -of -way or adjacent properties, and not screened by Type I landscaping as defined in Chapter 19.125 FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark color(s), and architectural element(s) such as pole caps and/or decorative grid pattern. Sign Code — Please refer to FWRC 19.140, "Signs," to review the applicable code in its entirety. The following is guidance to the type of freestanding sign permitted and number and size of building mounted signs. • The subject property is permitted to construct a medium profile per FWRC 19.140.140(2). • Generally, building mounted signs are permitted seven percent of the building face with a minimum entitled size of 30 square feet and not to exceed 240 square feet. The number of building mounted signs on the structure depends on the square footage of the building face, for example, for a building face less than 999 square feet there is a maximum of two building mounted signs. PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage Review. At the time of land use site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the 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. 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 7 of 16 November 26, 2019 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. Beside those water quality treatment systems identified in the KCSWDM, the city will accept those systems that have been approved For Enhanced Basic Treatment under the Washington State Department of Ecology (WADDE) General Use Level Designation (GULD) criteria. 3. The proposed use of the site has the characteristics of a "High -Use" site, as identified in the KCSWDM; therefore, additional oil controls are required per Special Requirement #5 of the KCSWDM. 4. Refer to FWRC 19.125.150 for requirements for the trash and recycling enclosure. 5. Detention and water quality facilities for private commercial developments outside the City Center Core must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal `Y1ay Public Works Department. A 6. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans, with crass -sections through each shown on the plans. 7. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction stormwater,permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at 360-407-6048, or h %vvA .e .wa. v )r ams w stormwater c nstruction index.html. Right -of -Way Improvements 1. See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long for traffic related items. 2. Refer to the Major Issues section above, for information regarding pavement cuts in the adjacent public roadways. Building [or Engineering (EN)] Permit Issues Engineered plans are required for clearing, grading, road construction, and utility work, Plans must he reviewed and approved by the city. Engineering review Fees (2019) are S3,004.00 for the first 18 hours of review for commercial building permits, and ;$167.00 per hour for additional review time. Fee's typically increase on January 1 of each year. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. To assist the applicant's engineer in preparing the plans and TIR, the Federal Ilay Rubkc Works Develapment Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the city's website at h ww-w-cz offederalway.co index. s x?nid= 71. Doc ID: 79744 19-104958-00-PC Mr. Nick Wecker Page 8 of 16 November 26, 2019 Bonding is required for all temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 4. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the city. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 5. When topographic survey information is shown on the plans, the vertical datum shall be "N.G.V.D.-29" Of "K.C.A.S.," and shown 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. 7. Provide cut and fill quantities on the clearing and grading plan. 8. Temporary Erosion and Sediment Control (TESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 9. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS — TRAFFIC DIVISION Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for a 3,010 square foot convenience store and a 460 square foot drive through coffee shop, the Institute of Transportation Engineers (ITE) Trip Generation - 101h Edition, land use code 960 (Super Convenience Store Market/Gas Station) and land use code 938 (Coffee/Donut Shop with Drive -Through Window and No Indoor Seating), the proposed project is estimate to generate approximately 247 weekday PM peak hour trips. 2. A concurrency permit is required for this development project. The PW Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 9of16 November 26, 2019 3. The estimated fee for the concurrency permit application is $9,032.00 (51 - 500 trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency applicant fee must be paid in full at the time the concurrency permit application is submitted with the land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) 1. Based on the submitted materials for a 3,010 square foot convenience store and a 460 square foot drive through coffee shop, the estimate traffic impact fee is ,$'123,055. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance (FWRC 19.100.070[3] [a]). Street Frontage Improvements (FWRC 19.135) The applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Compreheruive 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 will be expected to construct improvements on the following streets to the city's planned roadway cross -sections: ■ SR 99 (Pacific Highway South) is a Principal Arterial planned as a Type "A" street, consisting of a 90-foot street with curb and gutter, 6-foot planter strips with street trees, 8- foot sidewalks, and street lights in a 124-foot right-of-way. The frontage on SR 99 has been constructed as part of the SR 99 Phase V project. As such, no additional improvements or right-of-way dedication is required. ■ South 356th Street is a Principal Arterial planned as a Type "G" street, consisting of a 66-foot street with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and street lights in a 100-foot right-of-way. South 356th Street was recently constructed as part of the South 356d, Street from SR 161 to SR 99 widening project, and therefore, staff does not anticipate any additional improvements or right-of-way dedication. Access Management (FWRC 19.135) 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 of 250 feet, with only one access per parcel. Pacific Highway South is access class "1" where left access may be permitted every 330 feet and left -out access is only permitted at signalized intersections (FWRC 19.135.280). The driveways on SR 99 and South 356ffi Street have been established. Any deviations from the established curb cuts would entail additional improvements. Doc ID: 79744 19-104958-00-PC Mr. Nick Wecker Page 10 of 16 November 26, 2019 3. Provide tanker truck Vehicle Turning Diagram to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle can'enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. 4. Provide adequate storage to accommodate the 95th percentile queue lengths from the proposed drive - through window, and ensure queues will not block the main shared driveway or back up onto public streets. 5. Minimum throat length for non -single-family driveways shall be 40 feet minimum, 50 feet desirable. Throat length is measured from the face of curb (or edge of traveled way if no curb exists) on the public street to the first conflicting drive aisle or parking movements that would conflict with entering and exiting traffic. PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION Rob Van Orsow, 253-835-2770, robv@cityoffederalway.com Solid Waste & Recycling Design Considerations • Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard debris, hazardous waste, or biohazard collection containers. Minimum recycling space allocation is established by FWRC 19.125.150. • For basic solid waste and recycling needs within a single enclosure, clear interior dimensions measuring 10 feet deep by 20 feet across are recommended, along with a two -door swing -open or roll -open gate that spans the front width of the enclosure. When gate doors are opened, no'structure or hardware should remain above grade across the enclosure opening. Gate pins/holes are preferred for holding gates in closed and open positions to ease service access and maximize the life of gate hardware. • Sites may require a larger enclosure, or multiple enclosures, to accommodate on -site user access and/or additional waste types and containers. • Plan for user access to interior waste and recycling storage areas/containers, and to exterior containers screened by enclosure(s). • Plan for unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential "blind spots" during ingress and egress. • Consider landscaping, setbacks and screening requirements (based on FWRC 19.125.040[(41 & [5]). • Note that larger -scale commercial or multi -unit housing developments may see long-term savings from the use of on -site waste compaction equipment. Planning for this equipment may require larger enclosure dimensions, defined overhead clearances, consideration of power utility access, and drainage management. Mixed -use developments may also benefit from on -site waste compaction equipment. Additional mixed - use development considerations include: o Designated chutes and/or internal facility maintenance areas or services for tenants; o Moving waste and recycling streams from interior units to collection areas; and o Access by business tenants and/or residents to exterior waste and recycling areas. 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 11 of 16 November 26, 2019 Help with many design parameters related to service access is available via the city's contracted solid waste services provider, Waste Management. Contact Senior Route Manager John Davis at 206-786-4530 (cell). COMMUNITY DEVELOPMENT — BUILDING DIVISION Greg Kirk, 253-835-2621, greg.kirk a cityoffederalway.com 1. Ruilding Codes. The structure will be treated as a new building permit application and must meet all current codes including: r International Building Code (IBC), 2015 Washington State Amendments WAC 51-50 • International Mechanical Code gMC), 2015 Washington State Amendments WAC 51-52 • Uniform Plumbing Code (LJPC), 2015 Washington State Amendments WAC 51-56 & WAC 51-57 • International Fire Code JFC), 2015 Washington State Amendments WAC 51 -54' • National Electric Code (NEC), 2014 • Aarusibility Code JCC/ANSI Al17.1), 2009 • International Residential Code, 2015 Washington State Amendments WAC 51-51 ■ W/arhington State Energy Code, 2015 WAC 51-11 2. Baddiiag Criteria. The following applies to the proposed structure: • Occupancy Classification: • Type of Construction: • Floor Area: • Number of Stories: • Fire Protection: • Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 Doc ID: 79744 19-104958-00-PC Mr. Nick Wecker Page 12 of 16 November 26, 2019 3. Brrticlin,g Permit Application Process. A completed building permit application and commercial checklist are required. The commercial checklist will be filled out by staff and provided at the time of land use approval. Copies of application and checklist may be obtained on our web site at www.cityoffederalway.cozn. Appointments are required for intake of new commercial building permit submittals. Please schedule an intake appointment with the Permit Center staff at (253) 835-2607, or oermiteenter@eitv-offederalway.cam. Some projects 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. Please note, land use approval is recommended prior to submitting the building permit application to avoid delay in project review. If the project has not received land use approval, it may be placed on hold until land use review is completed. 4. Review Timing. 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. The first comment letter can be expected within five to seven weeks of the submittal date. Re -check of plans will occur in one to three weeks after resubmittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. 5. Other Permits &Inspections. Separate permits maybe required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies, or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (planning, public works, electrical, & fire) must sign off before the Building Division 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 Division and will be scheduled by the inspector of record for the project. 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. 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 13of16 November 26, 2019 LAKEHAVEN WATER AND SEWER DISTRICT Brian Asbury, 253-946-5407, BAsbuty@lakehaven.org Water • A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from the date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. The 2019 cost for a Water Certificate of Availability is $70.00. 0 Hydraulic model results (FF #366) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s, at no less than 20 psi, is exceeded at a fire flow rate above 2,500 GPM. This flow Figure depicts the calculated performance of the existing water distribution system under high demand conditions. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Onsite hydraulic system calculations may need to be determined during design of the onsite water distribution system improvements. Please contact Lakehaven for further detail. • If additional hydrant/s is/are required or indicated, a Lakehaven Developer Extension (DE) Agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • The site has an existing water service connection. The existing 5/s" x 3/4" meter needs to be evaluated under UPC and Lakehaven standards to determine if it's adequate for the proposed use. A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger meter/service, irrigation, abandonment of existing service[s], re -activation, etc.), in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Non -single-family properties require separate domestic (per building, typically, some exceptions allowed), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections and meters. ■ For water use during site construction/development, a hydrant meter may be rented from Lakehaven for this purpose. Please contact Lakehaven for further detail. • Service pressure(s) greater than 80 psi indicated, and Pressure Reducing Valve(s) indicated; contact local building official for requirements and/or additional information. • To satisfy premise isolation requirements, the installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each domestic and irrigation service meter is required pursuant to WAC 246-290-490 and Lakehaven standards regarding premise isolation. As (presumed) low health cross - connection hazards, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, CZoWfl@J...akehaven.orp,, 253-946-5427) for additional information on premise isolation/BPA installation and testing coordination. 19-104958-00-PC Doc TD: 79744 Mr. Nick Wecker Page 14of16 November 26, 2019 If applicable, the associated DE Agreement must achieve a point of either Substantial completion or acceptance, as determined by Lakehaven, prior to activating any new domestic or irrigation water service connection(s). • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees, charges, and/or deposits (2019 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. • Water Service/Meter Installation - Irrigation: It's presumed the existing 5/e" x 3/4" meter can be utilized for new irrigation water supply purposes. Actual size to be determined by Lakehaven based on the applicant's estimated maximum irrigation GPM usage rate. • Water Service/Meter Installation — Domestic, 1" preliminary size: $4,520.00 deposit Actual size to be determined by Lakehaven based on the applicant's estimated maximum domestic GPM usage rate. • Capital Facilities Charge(s)-Water: $0.00. Actual amount due to be determined by Lakehaven based on the applicant's 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 10.48 (or more) Equivalent Residential Units (ERU). Please contact Lakehaven for further detail. Sewer • A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one (1) year the from date of issuance If a certificate is needed, allow one to two working days to issue for typical processing. The 2019 cost for a Sewer Certificate of Availability is $70.00. • The site has an existing sewer service connection (SSCP 15456). • 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 (SSCP) 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 (disconnect, re -align, abandon, etc.) to an existing sewer service connection, in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Minimum pipe slope for gravity sewer service connections is two percent. In addition to all other sewer service installation standards, installation of a Type 1, 48-inch monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. Also, installation of an externally -located grease interceptor is required for all new restaurants and/or buildings with food preparation/service establishments (coffee shop), size to be determined by applicant's engineer. Also, if applicable and drain to sewer is proposed or required, see the enclosed Lakehaven Trash/Recycling Enclosure Standards. • Execution of a discharge agreement will be required, as a condition of Lakehaven issuing any Sewer Service Connection Permit for certain types of new or modified non-residential sewer service connection(s). 19-104958-00-PC Doc ID: 79744 Mr. Nick Wecker Page 15 of 16 November 26, 2019 • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees, charges, and/or deposits (2019 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/deposits and are due at the time of application for service. aril Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. • Sewer Service Connection Permit: ,$'420.23 (per building). • Capital Facilities Charge(s)-Sewer: ,$'0.00. Actual amount due to be determined by Lakehaven based on applicant's estimated annual total domestic water usage rate. Sewer system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 10.48 (or more) Equivalent Residential Units (ERU). Please contact Lakehaven for fizrther detail. General • All Lakehaven Development Engineering related application forms and associated standards information, can be accessed at Lakehaven's web pages: h=://www.lakehaven.org/204/Develot)m nt-Enee • Utility conflicts should be identified and coordination (if necessary) should occur as early as possible in the planning process. The project will need to avoid encroachment with existing Lakehaven system facilities and easements (including any setbacks necessary for building foundation load zones). New perimeter landscape requirements may conflict with existing easement terms and conditions, and if so, the owner should coordinate any required revisions with the city and Lakehaven early in the pre-design/planning phase to avoid delays in overall project development. • All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE Sean Nichols, 253-946-7242, sean.nichols@southkingf"ire.org Water Supply Fire Hydrants Existing fire hydrants on the site meet the requirements for this project. Fire hydrants shall be in service prior to and during the time of construction. Minimum fire flow of 1500 GPM is required for the building. Emergency Access Fire apparatus access roads shall comply with all. requirements of Fire Access Policy 10.006 htW.-//s,-outhl&p:fiTe.org/DocumentCenter/Home/­View/2�l Fire Alarm An automatic fire alarm system is required in the convenience store due to the square footage of the building. A separate fire alarm permit is required. Doc ID: 79741 19-104958-00-PC Mr. Nick Wecker Page 16 of 16 November 26, 2019 CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the city's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070(4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comment'§ 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 me, the key project contact, Natalie Kamieniecki, at 253-835-2638, or natalie.kamieniecki@cityoffederalway.com. We look forward to working with you. Sincerely, Natalie Kamieniecki Associate Planner ene: Lakehaven Water and Sewer District Map Lakehaven Water and District Trash & Recycling Enclosure Area Drain Sewer Design & Operation Standards Cole Elliott, Development Services Manager Sarady Long, Senior Transportation Planning Engineer Greg Kirk, Plans Examiner Brian Ashbury, Lakehaven Water & Sewer Sean Nichols, South King Fire & Rescue 1Ucxistr7u,single tu► iaw�, ffsse. c� i i�r , C . iscansi.com Sillrisc visconsi.cc,m cienscn [tbargha%,5cn.com 19-104958-00-PC Doc ID: 79744 lakehaven WATER & SEWER 01$TRICT 1 2921049127 �6'�� 5 35505 53 t� 2921049090 pti 35454 8" AC s # 8 l V if ■ 2921049099 QQ ■ 35600 2921049039 955 p�, �■ yei Ex. WtrSvc 3588 Ex. SwrSvc d' 1" Meter SSCP 15456 921049039 p�' 955 H 29210 52 35620 rant 106 G� 3 2921049075 35700 2921049006 i 3580 NOTE: Lakehaven Water and Sewer District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions are subject to field verification. Visconsi Development 19-104958-PC 0 100 200 Feet 10/24/2019 BIA 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. CITY OF 4- �', Pre -application Conference Sign in Sheet Federai Allay COMMUNITY DEVELOPMENT REVIEW COMMITTEE October 31, 2019 9:00 a.m. Project Name: Visconsi Development Address: 35600, 35620 & 35650 Pacific Highway South NAME Natalie Kamieniecki Associate Planner A- �I C.0 C- ) �s 'Y� /UI,4 10 �&,j 's File Number: 19-104958-PC DEPARTMENT l DIVISION Community Development � a C_ City Hall Hylebos Room TELEPHONE NUINBER/EMAIL 253-835-2638 natalie.kamieniecki@cityoffederalway. com 753 3S - a-7 3O { n �53 835 Cc �P lvvw iCe-� 7—/6 • CA V'1 CITY OF Federal Way Ce rte--red on Opportunity October 22, 2019 Mr. Nick Wecker 3arghausen Consulting Engineers Inc. 18215 72nd Avenue South Kent, VVA 98032 nwecker@barghausen.com RE: File #19-104958-PC; VISCONSI DEVELOPMENT 35600. 35620, & 35650 Pacific Highway South, Federal Way Dear Mr. Wecker: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cltyoffederalway.. com Jim Ferrell, Mayor The Community Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee (DRC) and a meeting with the project applicant has been scheduled as follows: 9:00 a.m. — Thursday, October 31, 2019 Hylebos Conference Room Federal Way City Hall, 2"d Floor 33325 8t1i 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 natal ie.kamieniecki(�_bcityoffederalway. coin, or 253-835- 263 8. Sincerely, atalie Ka.mieniecki Associate Planner c: Lvnn Kelly, Ike] lyutahnaol.com 19-104958-00-PC Doc I D 79732 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 18, 2019 TO: Cole Elliott, Development Services Manager Greg Kirk, Building Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Natalie Kamieniecki, Associate Planner FOR DRC MTG. ON: October 24, 2019- Internal October 31, 2019, 9:00am - with applicant FILE NUMBER(s): 19-104958-00-PC RELATED FILE NOS.: None PROJECT NAME: VICONSI DEVELOPMENT PROJECT ADDRESS: 35600, 35620 and 35650 Pacific Highway S ZONING DISTRICT: CE PROJECT DESCRIPTION: Construction of a 3010 sqft convenience store, 6 MPD canopy (12 fueling stations), and a 460 sgft coffee shop with drive through including two service windows. LAND USE PERMITS: TBD PROJECT CONTACT: NICK WECKER BARGHAUSEN CONSULTING ENGINEERS INC MATERIALS SUBMITTED: Master Land Use Application Project Narrative Preliminary Site Plan DECEIVED PROJECT NARRATIVE Visconsi Development 35600 Pacific Highway South Federal Way, Washington 98003 Narrative Prepared by Barghausen Consulting Engineers, Inc. October 2019 Protect Location OCT 14 2019 CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT The project site is located at the southeast corner of the intersection of Pacific Highway South and South 359th Street in the City of Federal Way, Washington (see Figure 1); consisting of three (3) adjacent parcels at 35600, 35620 and 35650 Pacific Highway (APNs: 292104-9099, 292104-9052 and 292104-9106). The total project area is approximately 94,141 square feet (± 2.16 acres). Both parcels are currently zoned Commercial Enterprise (CE) and designated for commercial development under the current City of Federal Way General Plan (2013); the site is not subject to overlay zoning restrictions. Project Scope The project calls for the demolition of the existing buildings and structures onsite and the redevelopment of the consolidated parcels with a new retail complex featuring: Convenience Store (± 3,010 SF) • Coffee Shop with Double Drive -Through Window (± 480 SF). A total of fourteen (14) vehicle stacking spaces will be provided to serve up to ten (10) vehicles at the north drive -through window and an additional four (4) vehicles at the south drive -through window. • Fuel Canopy (± 3,096 SF) with six (6) multi -product dispensers (MPDs), creating twelve (12) vehicle fueling positions (VFPs) The project will also feature the installation of two (2) new underground storage tanks (USTs). Additional site improvements will include fourteen (14) parking spaces (1 accessible) located adjacent to the convenience store, a new trash enclosure, asphalt paving, exterior lighting fixtures, signage for each structure, and perimeter and interior landscaping. The project proposes to retain the location of the existing driveways. Environmental Wetland delineations completed in 2017 and 2018 identified a Category II wetland (Wetland A) located on the adjacent parcel to the east. The City Code requires a standard 165-foot buffer Project Narrative Federal Way Site Redevelopment - 2 - October 2019 from the edge of the wetland buffer that encroaches onto the project site. However, the project site currently includes a gravel road that encroaches within the wetland buffer. The project proposes to establish the existing gravel edge as the "permanently altered buffer" for the Category II wetland for the purposes of increasing the usable area for redevelopment on the lot. In addition to Wetland A, previously completed wetland delineations identify a Category III wetland (Wetland X) located to the south of the project site. The City Code requires a 60-foot side standard buffer. A small portion of the buffer encroaches onto the project site. The project does not propose any encroachments or alterations to the standard wetland buffer. Questions Barghausen has prepared a series of questions intended to obtain input from Federal Way staff in an effort to improve on the preliminary site plan; identifying and addressing potential issues related to the site and to future permit requirements and approval processes. Planning: 1. Our team has received very limited information regarding the previous wetland studies and staff reviews that were completed in 2018. Please provide background information on any staff reviews or approvals that have been obtained for the property related to wetlands. 2. The project proposes to establish the existing gravel road encroachment as the edge of the "permanently altered buffer" for Wetland A. The project proposes to replace the gravel road with new impervious surfaces to accommodate the coffee drive -through lane and driveway improvements. Please provide feedback on the approval process required to reduce the standard 165-foot buffer that is required pursuant to the FWRC for Category II wetlands. 3. Please describe the land use approval process for entitlements, including submittal requirements, fees, any relevant appeal process, public meetings and/or hearings, as well as the projected timeframe for plan review. 4. Please identify all applicable development standards for this project, including the following: a. Parking and circulation b. Drive -Through requirements c. Special architectural requirements d. Required pedestrian connections e. Landscaping, canopy coverage and tree retention requirements; specifically including size of planters & buffers, plant lists, irrigation, tree preservation 5. Should your preliminary review indicate the need for any variances or administrative exceptions, please provide details on the process itself, including applicable criteria 6. Please identify any approvals required by this project which are sourced from other agencies with jurisdiction over this project, such as state or regional authorities and any special districts. Project Narrative Federal Way Site Redevelopment - 3 - October 2019 Fire Marshal: 7. Please discuss the adequacy of current hydrants and the need/location for additional hydrants. 8. Please confirm the adequacy of fire flow and/or water supplies for fire -fighting needs. 9. Please identify any requirements for special alarm systems and/or sprinklers, as well as any permitting requirements. Traffic and Circulation: 10. Please identify any on -site circulation and LOS issues and define their relevance to the project design and any proposed mitigations. 11. Please identify any right-of-way dedications, access easements, and/or permits associated with site design and civil improvements. 12. Please identify the scope of any required frontage improvements that are required. 13. Please confirm if a traffic study is required. 14. Please quantify any applicable traffic impact and/or mitigation fees. Engineering and Utilities: 15. Identify any special requirements for stormwater system design and water quality controls. 16. Is the trash enclosure required to have a roof and route to sewer or can it sheet flow and be treated through the stormwater system? 17. The project proposes to retain the existing driveways on both rights -of -way. Please identify any access restrictions related to driveway locations and turn movements that are applicable to the project. 18. Describe any special requirements for utilities such as easements or permits. 19. Identify if a separate civil engineering review is required prior to or concurrent with the building permit process. Describe submittal requirements and review timeframe. 20. Identify and quantify, if possible, all utility impact and/or mitigation fees. 40k CITY OF 40';:tS:P Federal Way RECEIVED MASTER LAND USE APPLICATION DEPARTMENT of CommuNm DEVELOPMENT OCT 14 2W9 33325 8' Avenue South Federal Way, WA 98003-6325 CITY OF FEDEFIAI_ WAY 253-835-2607; Fax 253-835-2609 COMMUN17Y DEVELOPMIrNT www.citvoffederalway.com APPLICATION NO(s) " I �' ! OD — FIC—, Date Project Name Visconsi Fuel I Pacific Highway t Pviye 4� y►1 h - 64& s f ah U - Property Address/Location 35600-35650 Pacific Highway South, Federal Way WA 98003 Parcel Numbers) 292104-9099, 292104-9052 and 292104-9106 Project Description PLEASE PRINT Construction of 3,010 SF Convenience Store, 6 MPD Canopy, and 460 SF Coffee Drive-Thru Refer to enclosed Project Narrative for further details with list of questions for Ci staff Type of Permit Required _ Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination x Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE I Commercial Enterprise Zoning Designation Commercial Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Class M I Mercantile Occupancy Type Type VB (Store) Type II-B (Canopy) Construction Type Applicant Name: Nick Wecker, Senior Planner Address: Barghausen Consulting Engineers, Inc. City/State: 18215 72nd Avenue South Zip: Kent, WA 98032 Phone: Direct: (425) 656-7469 Main Office: (425) 251-6222 Fax: nwecker@barghausen.com Email: Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Lynn Kelly, Executor Maurine E. Karl Estate Address: 2814 East 3400 S. city/state: Salt Lake City, UT Zip: 84109 Phone: 801-971-6679 Fax: Email: lkellyutah@aol.com Signature: Bulletin #003 —January 1, 2011 Page 1 of 1 k WandoutsWaster Land Use Application Lakehaven WATER NOTE: Lakehaven Water and Sewer Visconsi Development District neither warrants nor guarantees 19-104958-PC the accuracy of any facility information 0 100 200 provided. Facility locations and conditions are subject to field verification. Feet 10/24/2019 BIA STEP #3 - Credit/Change in Use (If Applicable) This step applies to development proposal to change existing building or dwelling use. Provide any impact fee previouly paid for the land use category of the prior use IMPACT FEE AMOUNT PAID FOR (Do not include administration fees). PRIOR USE For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the prior use. If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the current impact fee rate in affect for the prior use. Fill out the lines below of the prior use. Proposed Land Use Type (s) 1) Motel 2) NONE 3) NONE Unit of Number of Measure Unit(s) Impact Fee Rate per Preliminary Impact Unit of Measure Fee Amount room 8 $ N/A $ N/A $ 2,125.00 $ 16,999.97 $ 16,999.97 STEP #4: Total Impact Fee Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees. (Fee Code 1335) - Traffic Impact Fee (Before adjustment) - 8036 $ 136,471.41 Credit/Adjustment including Change of Use $ 16,999.97 (Fee Code 1337) Administrative Fee (3%) - 8036-1 $ 3,584.14 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 123,055.58 19.100.070 - Timing of Fee:Trans ortation 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. 19.100.075 - 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. CITY OF Federal Way Centered on Opportunity 2019 Traffic Impact Fees 2019 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 followina information Project Name File Number Street Address 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) Super Conv Market/Gas Station 2) Espresso with Drive -Through 3) NONE 4) NONE Unit of Number of Impact Fee Rate per Preliminary Impact Measure Unit(s) Unit of Measure Fee Amount sf/GFA 3010 $ 39.93 $ 120,196.79 sf/GFA 480 $ 33.91 $ 16,274.62 N/A $ - $ - N/A $ $ - $ 136,471.41 10/24/2019 https://itetripgen.org/PrintGraph.htm?code=320&ivlabel=UNITS320&timeperiod=TPSIDE&x=&edition=385&IocationCode=General Urba.. l Motel (320) Vehicle Trip Ends vs: Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 19 Avg. Num. of Rooms: 115 Directional Distribution: 54% entering, 46% exiting Vehicle Trip Generation per Room Average Rate Range of Rates Standard Deviation 0.38 0.06 - 0.83 0.19 Data Plot and Equation 200 X X X X X 50 X X X X X X X X X X XX X X 00 50 100 150 200 250 300 X = Number of Rooms X Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 0.35(X) + 3.53 Rz= 0.60 Trip Generation Manual, 10th Edition ■ Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=320&ivlabel=UNITS320&timeperiod=TPSIDE&x=&edition=385&IocationCode=General Urban/Suburban&c... 1/1 10/24/2019 https://itetripgen.org/PrintGraph-T?code=945&ivlabel=QFQAF&timeperiod=TPSIDE8�-&edition=385&IocationCode=General Urban/ .. Gasoline/Service Station With Convenience Market (945) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 16 Avg. 1000 Sq. Ft. GFA: 2 Directional Distribution: 51 % entering, 49% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 88.35 35.56 - 213.17 47.42 Data Plot and Equation 600 500 c 400 W a X H rr H 300 X X X 200 X X X X X X 100 X X X X 00 0.5 X Study Site Fitted Curve Equation: Not Given X 1.0 1.5 2.0 2.5 3.0 X = 1000 Sq. Ft. GFA Average Rate R2_ **** Trip Generation Manual, 10th Edition ■ Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=945&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=385&IocationCode=General Urban/Suburban&cou... 1/1 10/24/2019 https://itetripgen.org/PrintGraph�m?code=853&ivlabel=QFQAF&timeperiod=TPSID"&edition=385&IocationCode=General Urban/ .. Convenience Market with Gasoline Pumps (853) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 67 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA _ Average Rate Range of Rates Standard Deviation 49 9q 9.66 - 115.71 22.49 Data Plot and Equation 300 94 X X x N X X X .2 X a 200 H n X H x Xx x x x xX 100 X4< xX XXX X x X XX X XX X X x X X ��Q t 2 3 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given x X X 5 �= Average Rate R2_ **** Trip Generation Manual, 10th Edition • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=853&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=385&IocationCode=General Urban/Suburban&cou.. 1/1 10/24/2019 https://itetripgen.org/PrintGrap-' -T?cod e=960&ivlabel=QFQAF&timeperiod=TPSIDE�-&edition=385&IocationCode=General Urban/ .. Super Convenience Market/Gas Station (960) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 48 Avg. 1000 Sq. Ft. GFA: 5 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 69.28 29.83 - 114.20 21.07 Data Plot and Equation 600 500 � 400 w f a n 300 200 100 00 X _, x X �9c" X X X X X X X X XX X X XX X X X X X X X X X Xx X X� X X X X )0111 X X X X X X 2 4 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given Trip Generation Manual, 10th Edition • Institute of Transportation Engineers 6 Average Rate Rz_ **** https://itetripgen.org/PrintGraph.htm?code=960&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=385&IocationCode=General Urban/Suburban&cou.. 1/1 t— w 0 1n 03 w Z J x a NO, DATE I BY I APPR. REVISIONS Approved By I]R7m-01.6u FILENAME TJS 06115 EHGINEERRIG MANAGER DATE DESIGNED BY DATE TJs 06/15 PROJELT U0LWER PATE DRAWNBY DATE KRS 06/15 pR[ Xf1 7 E7IGINEER 00LM CHECKED BY DATE PLAN.. j 0 10 20 40 60 SCALE IN FEET ypG BID CITY OF 3131Elliott Ave, Ste 400 �7taoAlr Federal Waywf wf �x Se60e,W1640 Tim'4WF: DOCUMENTS uL t�� af' Izoslza�ls4o 12s31samat wmv.kpg.00m GENERA. jTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCIION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. USE CONVERSION RISER WHERE ROUND SOLID CATCH BASIN COVER WILL BE INSTALLED ON EXISTING TYPE 1 OR TYPE IL CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-18. 7. ALL RECTANGULAR AND SOLID CATCH BASIN COVERS SHALL BE LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS DRAWING NO. 4-07 AND NO. 4-13. 8. STORMWATER MEDIA FILTER STRUCTURE LOCATION STATION AND OFFSET PER DETAIL ON SHEET 167 9. ALL ROUND FRAMES AND COVERS WITHIN THE TRAVELED ROADWAY SHALL BE HEAVY—DUTY HINGED STYLE WITH HIGH —IMPACT RISERS. N SEE SPECIAL PROVISIONS. w N CONSTRUCTION NOTES o CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE �#� 2 STRUCTURE N CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAIN PIPE. ;5 4 USE 6' ELBOW FOR CONNECTION. En z INSTALL STORMWATER MEDIA FILTER, SEE MEETS 167 - 169 J 2 F © INSTALL CATCH BASIN INSERT FOR OIL CONTROL a �7 REMOVE EXISTING STORM DRAIN STRUCTURE 9 RECONSTRUCT STORM DRAINAGE STRUCTURE WITH NEW TOP SLAB AND ROUND SOLID COVER. ADJUST TO GRADE. 11 CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAIN PIPE WALL DRNN. SEE WALL PLAN SHEETS 211 THROUGH 233 FOR WALL 12 DRAIN PLANS, PROFILES, AND DETAILS RECONSTRUCT STORM DRAINAGE STRUCTURE WITH NEW TOP SLAB 15 AND ROUND SOLID COVER ROTATED CLOCKWISE FROM EXISTING POSITION AND ADJUST TO GRADE. SEE DETAIL ON SHEET 165 18 SEE DRAINAGE STRUCTURE DETAIL ON SHEET 164 25 ADJUST STORMWATER AND FLOW SPLITTER VAULTS TO GRADE. CORRESPONDING SHEETS RIGHT OF WAY PLAN 45 SITE PREPARATION PLAN 63 ROADWAY PLAN 82 ROADWAY PROFILE 101 DRAINAGE PLAN 128 DRAINAGE PROFILE 147 WATER & SEWER PLAN & PROFILE 183 IRRIGATION PLAN 250 LANDSCAPE PLAN 272 ILLUMINATION PLAN 293 CHANNELIZATION & SIGNING PLAN 335 JOINT UTILITY TRENCH PLAN 1 351 LEGEND A CATCH BASIN TYPE 1 OR 1L (0 0 CATCH BASIN TYPE 2 0 0 ILLTTERRA OR MTER MOODUULAR WETLAND) ®p MODULAR WETLAND STORMWATER MEDIA FILTER STORM PIPE WITH DIRECTION OF FLOW xxxxxxxxxxxxxxxxxx REMOVE STORM DRAIN PIPE PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS ® STORM DRAIN STRUCTURE NUMBER STORM DRAIN PLAN STA 18+50 TO STA 23+00 KPG PROJECT No. 13022 I SHT 128 OF 372 ti D_ PLAN 0 10 20 40 60 SCALE IN FEET NO. DATE I BY I APPR, REVISIONS Approved By 13022SDPL01 ftg FILENAME TJS 06115 ENGIHEERANG MANAGER DATE DESIGNED BY DATE TJS 06115 PRD3EC MANAGER WE DRAWN BY DATE KRS 06115 PRD3ECFETJGINEER SATE CHECKED BY DATE BID CITY OF Sea EI6gttAve, SIe400 7502Je'wA Ru Federal Way � SeaWe,WA96121 Ta�1aWA4Xi4 DOCUMENTS (206)29frI640 t353187 em „ 'NhM1V.IpJ.fAm C) r w x N O LO t N r N LLJ J CORRESPONDING SHEETS RIGHT OF WAY PLAN 46 SITE PREPARATION PLAN 64 ROADWAY PLAN 83 ROADWAY PROFILE 102 DRAINAGE PLAN 129 DRAINAGE PROFILE 148 WATER k SEWER PLAN k PROFILE 184 IRRIGATION PLAN 251 LANDSCAPE PLAN 273 ILLUMINATION PLAN 294 CHANNEUZATION do SIGNING PLAN 336 JOINT UTILITY TRENCH PLAN 1 352 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCATION. DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. USE CONVERSION RISER WERE ROUND SOLID CATCH BASIN COVER WILL BE INSTALLED ON EXISTING TYPE 1 OR TYPE 1L CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-18. 7. ALL RECTANGULAR AND SOUD CATCH BASIN COVERS SHALL BE LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS DRAWING NO. 4-07 AND NO. 4-13. 8. STORMWATER MEDIA FILTER STRUCTURE LOCATION STATION AND OFFSET PER DETAIL ON SHEET 167 9. ALL ROUND FRAMES AND COVERS WITHIN THE TRAVELED ROADWAY SHALL BE HEAVY—DUTY HINGED STYLE WITH HIGH —IMPACT RISERS. SEE SPECIAL PROVISIONS. CONSTRUCTION NOTES (1 ADJUST STORM DRAINAGE STRUCTURE TO GRADE O2 CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE O3 CONNECT EXISTING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE O5 INSTALL STORMWATER MEDIA FILTER, SEE SHEETS 167 — 169 O6 INSTALL CATCH BASIN INSERT FOR OIL CONTROL Q REMOVE EXISTING STORM DRAIN STRUCTURE WALL DRAIN. SEE WALL PLAN SHEETS 211 THROUGH 233 FOR WALL 12 DRAIN PLANS, PROFILES, AND DETAILS LEGEND Is CATCH BASIN TYPE 1 OR 1L Q 0 CATCH y+��I�BASIN TYPE 2 Q � 0 ZTOTER MEDIA FILTER FILTERRRA OR MODULAR WETLAND) MODULAR WETLAND STORMWATER MEDIA FILTER STORM PIPE WITH DIRECTION OF FLOW xxxxxxxxxxxxxxxxxx REMOVE STORM DRAIN PIPE PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS ® STORM DRAIN STRUCTURE NUMBER STORM DRAIN PLAN STA 23+00 TO STA 27+50 KPG PROJECT No. 13022 J SHT 129 OF 372 rm% CB TYPE 2-48" 220 220 1' ............. ....................... .................... ......................... .... ........... CB TYPE 2-48" ..................................._.............. ............. ......... STA 19+89.22. 45.35 LT.. ...... ................. _................... ........... ............................................. 1 RIM 18 2S0 ............................... ..... IE IN 81.7.70 (18"NE)�......... ............................................ IE 1N 185.20 (6'NW) ......... ._...... .........:....... WALL DR• JE IN 184.50 WSW) ... STORMWATER MEDIA- ••-•••......••••.•••••• tE IN 184.60 (6"N) ......... FILTER; SEE SHEETS 1 7 1-•-•---- • 1E IN 184.70 (6"SW) ...... '.. 20D IE OUT 181.70 [18"E] --- 170 PROPOSED OR60ND AT--, 18+50 19+00 UL" MUI MTN me - ­­u -,..,,.,,.l- 20+00 L X. FLOW SPUTTER VA LT REMOVE AND PLUG X. CqNTECK STORmF(LTER VAULT IE IN 180.1 (18" NE) SAME RIM 186.00 IE OUT 180.40 (18" SE) STRUCTURE IE IN 179.45 (18" NE) IE OUT 179.5 (18" SW) I IE OUT 177.15 (18" SW) IE OUT 180.4 (18' NW) CONNECT NEW PIPE TO EXISTING STRUCTURE I - - - J 90 1 LF 1� SD 190 5=...11i94� f - - - -- ............ 1 r I.. EXIST 18" SO.... 21+00 PROFILE WEST ......_ ................I............................................................ CB TYPE 2-48" .......... ! ,WATER MMA .... FLTER;SEE--SHEETS 167-t69- 20.3 ..STA 21+9,4635LT.. . -_RIM 191.65 1E IN 186.50(18-NE)... ... ...... ........................ .................................., IEIN 187.00 (12"SE) ............ .............................................................. IE IN 187.50 (6"NW) STORMWATER MEbA • IE IN 187.00 (12'W) ... ••••............ FILTER; SEE SHEETS 167-184 _._... IE OUT 186.50 (18"SW) .. ............ _r_-----_ T..•....-.(..-.--.r.'.- .-Y, _,.�... ----- _........................ .. 175 LF 18.56...E 180 180 f lao _ u........................................................-.......... .., 180 d... F 1 B" J . 8 L 1 ... ........................................... _......................_................... ............... ... .. -• ....i BLF 1 S= O SD.......... ... - 5-1.181...............00 Lv- NEW -PIPE............ ...... EXIST SDMH TYPE 1-a8" ............ ..1....1 ........•.................... I 170 TO•€XISTING PIPE -..... .......... ........s... 10 STA 19+91.03, 39.97' RT 170 SAME _ ^1 RIM 188.02 IE IN 180.30 (18"W) 1- SAME I^ STffUdTTRE7 IE OUT 180.30 (18"SW) E I STRUCTURE I SEE STRUCTURE DETAIL 220 ............................................................. .......!.......,.... _...,..................................,_....................... ... ...... :......... ........... ... . ..................1........................... . .. ...... ......................, �........ I.........}..... ....- ................. ....... I.................. ...... ...........-.......... .... 210 CB TYPE 2-4s" 0 I...................................... ...... _ t .....-..- 'STA 20+7B 39. 48.35 RT m. ............. m ...................1............._................. .......................... ........ �.........: .... STORMWATER TAEOT. I ............................. RIM 190.44 .. PROPOSED.... ....................I......... ....... I ....................................... .........,., " ......... .. ...1............. ..... .........._ 167=169 IE IN 186.40 (6"E). ..................... ................... iiIGH T OU r^ 200 +.J ....................s......... 0 l .CB TYPE 2-48 ROUND SOLJ[l L1D...... IE IN 185.99 (18'N) E70SA1G GIi�UIrD 5TA 19+43.32.29-56' RT `,. ......................IE OUT 185.99(18"SW)....._..-................ STR411;T1ON._rk. rx ................ I........... . ................... I RIM 187.28-- .... ......... IE IN 180.20 (18"SE) .......... ..... ....-., ...........................,...........}} ........._:........ ...........,... ..:...,.......... ...............................,. o1.......... ,n ............... ..... IE OUT 186.20 (18"S) .. .. L........ .................................._.....,............... --I _ _ -, ,-- - - - .... ------------ r .... ,...... .................... . . - ----•--- .. ... ............................... ... LF 18" S9. ........ ..1 .. ...................... ........ ...........-... cn_ 1... 8T ......................... ........................................... 180 .... ..........................,............. ... I-,---- . ...................... ................... 43 LF 18" SO 5=1.00%101�' ........................ ........ .................... EXISTING -...48 .... CB TYPE 2-48... ..................... ....................,.................... INSTALL ROUND SOLID LR1 .................................................................................... CS TYPE 2-48"...... ... ........... I ............ ... .............. .......... ................ STA 19+90.31, 32.94' RT • 1 170 0 STA 19+00.25, 33.08' RT RIM 188.47 IE IN 180.80 (18"W)mm.......... •• ••••• RIM 186.00 9.77 IE OUT 18Q.50 (18'YE)'.:...... IE IN 176.80 18"NE CONNECT PROPOSED PIPE ( ) '••^^•••-.................. 5'N) IE IN 180.70 18"NE •••.•••••• ( ) 160 IE OUT7176 801(18 TO EXISTING STRUCTURE 18+50 19+00 20+00 NO, DATE 1 BY APPR• REVISIONS Approved By I1707Z=Oa6d1d"0 FILENAME TJS 06115 £NOWEEA14G MANAGER DATE DESIGNED BY DATE TJS 06115 PROJECT MANAGER DATE DRAWN BY DATE KRS 06/15 PROJECT ENOINEER DATE CHECKED BY DATE S A 22+95.76, 46.X LT RIM 196.01 IE IN 191.68 (18"NE) ~1 IE IN 19210 (6"NW) ...-.-- IE OUT 191.68 (18'SW]- w w 0..200 • c~n i90 v. w .... z ..........�....-- J ............... S _............... i� 180 190- T....CE TYPE 1 STA 21+20.39, 9225 LT RIM 192.39- lfj':: IE OUT 189.22 (12"NW) 371 LF 12" SD S=5.987 23+00 220 ................., :::::,::.:............ _.............. ............... 210 ............... ................ ... —................... ........... ___ ........... ............. .» ................. .j.......... .. W ....... ....... ...................... ..:.. I::...................,.................... 0 200 ............ l . o --CA --- SO 5=2s2%........................ 190 Uj :.,.::.::: :::: :......:............... .:...... . ..........................:............................... ........................ ...... I _'CB TYPE 2-48" ROUND SOLID 1.0 180 c STA 22+93.04. 44.26 RT m RIM 195.99 ............ .................... .... IE IN 191.66 (18"NE)......:........ ........ --�.....IE OUT 191.66 (18'5)...................... .... 17n w 21+00 22+00 PROFILE EAST 0 10 20 40 60 VERTICAL SCALE = 1/2 HORIZONTAL SCALE BID CITY OF 311191waw,3� ?lsesnke Federal Wa DOCUMENTS y ti rxslticro IR53JRtt7 a7 �............ .......... ........... ......... 23+00 200 z... EXIST CS TYPE 1 STA 22+56,88, 69.28' RT RIM 195,88 ! 180 IE OUT 190.80 (12"5) ......... IE IN 190.BO (12"NW)..... :.............20: L........ ::12 . S15' ' 170 CB..iYPE �...... STA 22+56.96. 49.25 RT ....... RIM 195.00..................1.... IE IN 191.74 (12"NE) • •• • 160 IE OUT 191.74 (12"SE)I 22+00 PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS PROFILE EAST _ W 190 .I ...........::: ..... ............... --- N 1 eo_ F- 1.:::.:::::::: ... J 170 c I.............., ¢ .a .... .....r - m ... ............ 160 23+00 CORRESPONDING SHEETS RIGHT OF WAY PLAN 45 SITE PREPARATION PLAN 63 ROADWAY PLAN 82 ROADWAY PROFILE 101 DRAINAGE PLAN 128 DRAINAGE PROFILE 147 WATER & SEWER PLAN & PROFILE 183 IRRIGATION PLAN 250 LANDSCAPE PLAN 272 ILLUMINATION PLAN 293 CHANNELJZATION & SIGNING PLAN 335 JOINT UTILITY TRENCH PLAN 351 STORM DRAIN PROFILE STA 18+50 TO STA 23+00 KPG PROJECT NO 13022 1 SHT 147 OF 372 23+00 24+OU 200 200 24 LF 12' SD S-1.3D% . . ............... 190 1.g0 r.n .......................................-.-........... .. ............... .—.._....................... ........................ .......... ..........I ......... 2} ..CS TYPE ........................... 1 .... • 180 .............................. STA 23+80.88, 49.25 RT .................... 180 RIM 197.89 a •......••• • ••• IE IN 194.89 (6"SE)-• DRAIN N IE OUT 193.35 (1ZSW) ...._...,...... ...........- ...... . .................... W 170 ........................ .................... 170. x......... ...... ........ ..........., •. _ � .... ....... ........ . ................... .,... ......,... .. ,.............,....... 160 4e........ .............................................................. 160 23+00 PROFILE 24+00 EAST NO. DATE BY APPR. REVISIONS Approved By 132SDPRFOUAg FIL02ENAME TJS 06/15 EH6R:EER]Nr W AGER DATE DESIGNED BY DATE TJS 06/15 pR"cT MANAGER DATE DRAWN BY DATE KRS 06I15 PROJECT ENGINEER DATE CHECKED BY DATE LOtUU PROFILE WEST 0 10 20 40 60 VERTICAL SCALE = 1/2 HORIZONTAL SCALE 220 220 . ...... ........... CB TYPE 1 STA 26+58,08, E2-4 RT . 1 210 RIM 205.44..-........... -- 210 -.-iE OUT 200.50 (12'SE)— 200 .............. 200 1. 230 ........ .....t.._.... ... 190— ................ ......... ............... ............................................... C9TYPE 2-48" 1..........,,...................... 40 LF 12" SD 2 ........................... �... STA 26+58.11, 48.35 RT ............. ............. _.,.. .................. RIM 204.63 —i - -22 1... ............. IE IN 199.50 [12"NE) ......I............. 180 ......... ........... ...... (..........1... 180 .........IE IN 199.50 (12"NW)... t........................... .. IE IN 200.70 (6.'SE) —STORMWATER MEDIA IE OUT 199.00 (18"SW) I FILTER-i SEE SHEETS 167-169 w 210 .......................•..,................... ............. _...... . ............. 4I... 4................... .............. ._..-.......................- 25+00 26+00 1 27+00 27+50 i SAME _�_-- CORRESPONDING SHEETS RIGHT OF WAY PLAN 46 SITE PREPARATION PLAN 64 ROADWAY PLAN 83 ROADWAY PROFILE 102 DRAINAGE PLAN 129 DRAINAGE PROFILE 148 WATER k SEWER PLAN k PROFILE 184 IRRIGATION PLAN 251 LANDSCAPE PLAN 273 ILLUMINATION PLAN 294 CHANNELIZATION k SIGNING PLAN 336 JOINT UTILITY TRENCH PLAN 1 352 PROFILE L " — - — _ - — STRUCTURE EAST STORM DRAIN PROFILE LXCJPCw"l BID =1T.oF PACIFIC HIGHWAY SOUTH 3131 F1fgHAve,51e400 75P]kP3nalRre ederal Ills STA 23+00 TO STA 27+50 ,K, yr p Seatlle,WA98121 lamoe�Vlt DOCUMENTS FY PHASE V IMPROVEMENTS (206)286-1640 �VIONom SHT148 OF 372 .� wwnvkpgtam KPG PROJECT No, 13022 H SE(. .9, T 21 N, R 4 E, W. M. 0L 00 00 N N i QI W 00 2 _ WN Z W J N 2 H FILL LINE (TYP.) G / AI U / / CUT LINE (TYP.) U ' / REMOVE EXISTING CATCH BASINS AND ASSOCIATED PIPING co CB #7 CB 0i, \ C°. o r C J C .J> CB 013 ST ST ST. 4 I N f 80—LF 18" DUCTILE IRON � CONNECT TO y TORM SEWER PIPE ® 0.537 EXISTING 1 / STORM DRAIN SOUTH ' s 29+00 — "A" LINE — a F I S 356th ST CB #8 F � F ` l•[ FILL LINE (TYP.) r a B j123 I CONNECT TO - EXISTING 18" STORM DRAIN SOUTH _ aT ti 0 / \� % r� CONNECT TO .T C) EXISTING CB R T 0\9 r F— F— F— F—�F—F— Ce[CrYiW °¢te � CM1kLL W WIn — iwa� Z W Ld WL F— y O 17.45% ¢ CB #14 —1 r I /C p iG�`.0 G i iv._ yU U I c�c •'RfW tr 7A "A' 1+3248 9.t10' RT END 12' CULVERT BEGIN DITCH I \ 20 10 0 20 40 SCALE IN FEET BASIS OF BEARING N 88' 37' 02" W ALONG THE MONUMENTED CENTERLINE OF SOUTH 356TH STREET BETWEEN THE MONUMENT IN CASE AT 1ST AVENUE SOUTH AND THE MONUMENT IN CASE AT THE 16TH LINE, 1304.30 EAST OF 1ST AVENUE SOUTH. ALL CATCH BASIN STA. CALLOUTS TO CENTER OF GRATE AT FACE OF CURB. OR CENTER OF GRATE AT CENTER OF DITCH. NOTE 1. SEE TYPICAL SECTION SHEETS FOR DITCH DETAILS. 2. SEE DETAIL SHEET DT-3 FOR CULVERT DISCHARGE PROTECTION. PACIFIC HWY S STA. "P" 60+00.00 = 1I S 356th ST STA. "A" 30+00.00 � I 1 (N 106660.44, E 1270907.35) � / I J i'E r 1 I RECORD DRAWINGS i NO CHANGES ON THIS SHEET I BY: IJA50N SI_lNNER DATE: 12 8 9 P.E. APPROVAL: M. BURCH °"'°'"SKI M. NNER CITY OF FEDERAL WAY S 356th ST. HDR Engineering, Ina X ERSECTION IMPROVEMENTS DRAINAGE PLAN AND PROFILE S 356th/ PACIFIC HWY S �,.ckeJ I NT Oly Columbia Street NW, SUite ZA X °i1e I— w a+•a w p�� WA 98tre AUGUST, 2008 00000026897 �30 3657D 272_IAX K, NELVIN CITY OF FEDERAL WAY/KING COUNTY. AUGUST, 2008 "' SCALE AS SNDWN 26897-D]Awg D B3 205 STA. "P" 54+80.08, 32.78' RT 2C E 2, 5 -6N. TH SOLI RIM=200.64, LOCKINCOVE MATCH TO GRADE 60+ 37.76' R 6 63 2.76 RT R PIPE - -� l 8" AC WA EXISTING ND AT CL IE 18" 196.85 E 18" 196.85 () ) SS PIPE IE t186 L IE t196.1 -- - ------ r~� 200 -- EX IE 1�"�96:85-( _ - ]• �� 2C ------ -- SEE COTINUATION. SHT D-10 -- 195 RIGHT FLOV 11NIE PROFILE 4 Lf 1 D 1 9 54-LF t6 STORMS REPLACE DUCTILE IRON IER PIPE ®3.2 XIST NG STOIiM^EWER '.6 REPLA PIPE 4 2.60R E)ISTING rRIGHTFE� E 0 CO nl 11 INI7 RI! NT EXIS NG [�l0llN0 T ¢ () II I` ELEVAIFO (T7P.) N m O M f tD a A N m ap c6 Oi m O[ N N O N O N O N O N N N N M O N ry N N 58+50 59+00 215 210 205 200 195 59+50 bU+uu bU+Su bltUU r—--------------------- 215 210 205 MCI 195 is N Sis I oia Nly S9 oII9 N m oi5 NN 0� N V 6u Niel �I� NN [a SiS _ NIS N oI5 NI'N CIS NN 0IS IN to IN CIS NN 28+00 28+50 29+00 29+5U u+UU )U+Su J I tUU J 1 t7V JLTvv NG 215 215 STA. "A" 30+ .28 30.49' RT !' ;B 23 (TYPE 2,1 54-IN. WITH SILO LOCKING C VER) 1 IIM=200.65, MAJ1"CH TO GRADE i' 18" 196.85 (E) SIP, 'A" 31+20.1 31.29' I RT R 140TYPE 2, E 18" 196.85 (A) I ­IN. ) ; 210 210 * R. IE�B' 196 8� ( EXXIjSTING CB (TYP 1) IE 18" 197.36 (N, W) STA. "A" 28+ 5.76. 50.78' R RII�=198.3, MATCH TO GRADE ETA. "A" 30+485 38.90' RT----- ~ CO S t7fPI5 1 48-IN.)_---- IE 195.62 (W) [[B 12 (TYPE 2, RIM=200.89 IE 12" 196.43 (WE) EX EX 172" IE 18" 195.22 1 IE 18" 195.12 N) i) AIIM=200.20 i�= 18" 197.00 -' r FIN HIED GRADE AT 205 205 — - i 200 --� — --�_------ ----- I 200 F, EXISTING GROUND AT CIE 200.40 195 195 L —7-2-LF STORM �"�DOCTU i SEWER PIPE ® � 13.50% 15- I CL' V RE] I 2T PIPE'® 16.9 CONC. 96 SEE CONTIN J 4TION, 27-LF 18 L. V REINF. CO C. CUL SEC. 29; T 21 N, R , W. M. v I SHT. D 2 100-LF 12" )UCTILE IRON STORM SE VER PIPE ® 0.55% EXI AT (TYP) FINISHED (TD�G j )E STORM SEWER S.IPE ® 0.81%- y556th FLO JLINE RIGHT RECORD DRAWINGS y R r O[ I O[ i9 �i5 19 O1 �� NN •p, W. O O, N O R�� W N',y °i �`,. •^ ^O N[V I J ^OS N NIN ,� 0.� NN O 7 NN rn OIL O NN In M O is • i� O IN NIN I� m A NfV n 28+00 28+50 29+00 29+50 (—F__(—F__ F__ (F__(F_( k © REVISED CB 13 RIM ELEV. -REV. BY MJS 6� KM MS MS MB �Isrm9 I� CHANGES AS NOTED ON THIS SHEET BY: MASON SKINNER DATE: 1 28 P.E. APPROVAL 30+00 30+50 31+00 31+50 32+00 " _ _ DRAINAGE PLAN AND PROFILE !m. BURCH o"'oll, �M`"SKINNER CITY OF FEDERAL WAY S 356th/ °°"_"°S 356th ST.PACIFIC HWY S HDR Engineering, Inc. X�_= aINTERSECTION IMPROVEMENTS r.o�.ec na 7D-4 828 CaWmEie Stwt NW, Suite 2A Xd] yyp�q$501 AUGUST. 200E 00000026897 3o0 35 �72 •fax Kr"MELVIN CITY OF FEDERAL WAY/KING COUNTY AUGUST, Z�If$ � SCALE AS SHOWN 26897-Dl,dwg 6� GENERAL NOTES 3 0 z c� a in a w 0 w U w O Y 7� 292104-RD90 CITY OF FEDERAL WAY L-----,_ WOOD LAMINATE PP W/UC CONNECT P LEGEND _— CURB & GUTTER x FENCE P FILL EMBANKMENT LINE c CUT EMBANKMENT LINE EXISTING RIGHT OF WAY — — — PROPOSED RIGHT OF WAY HMA OVERLAY SECTION HMA PAVEMENT SECTION CEMENT CONC. PAVEMENT NO. DATE BY APPR. REVISIONS - Approved By U.-PI-NA- FILENAME SOD 12116 ENGINEERiNO MANAGER pWTE DESIGNED BY DATE JS 12116 PROJECT MANAGER DATE DRAWN BY DATE KPF 12116 PROJECT E NOINP ER DATE CHECKED BY DATE 0 10 20 40 60 SCALE IN FEET Q{ "T vN Interdisciplinary Design BID CITY of oe ` 1140liclike �2502Jefferson Av e , Federal Way ' DOCUMENT _ � Suile400 Tacoma, WA L f�- Seatte,WA98121 (253)627-0720 (2)61286-1640 w,w,kpg.com L CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4-5. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKNG ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSM TO FINISHED ROADWAY GRADE. CONSTRUCTION NOTES 0 MATCH EXISTING. �1 CONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CFW STANDARD DETAIL 3-6A. ORECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAILS & PROFILES, SHEET 73-75. (� CONSTRUCT MODULAR BLOCK WALL. SEE WALL PLAN & ELEVATIONS LJ AND WALL DETAILS, SHEETS 62-70. INSTALL 4' BLACK VINYL COATED CHAIN LINK FENCE ON WALL PER DETAIL, SHEET 70. © RELOCATE EXISTING CHAIN LINK FENCE. O ADJUST MONUMENT CASE AND COVER TO GRADE. 19 INSTALL 18' CEMENT CONCRETE TRAFFIC CURB & GUTTER PER CFW STU DETAIL 3-4. 22 CONSTRUCT STRUCTURAL EARTH WALL. SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS 62-70. 24 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CFW STANDARD DETAIL NO. 3-12. CONSTRUCT CEMENT CONCRETE SIDEWALK WITH THICKENED EDGE PER 25 DETAIL SHEET 70. 33 INSTALL TOP RAIL ON EXISTING 4' BLACK VINYL COATED CHAIN LINK FENCE. SEE DETAIL, SHEET 70. 38 INSTALL TOP RAIL ON EXISTING 6' BLACK VINYL COATED CHAIN LINK FENCE- SEE DETAIL, SHEET 70. CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS ROADWAY PLAN STA 203+00 TO STA 206+00 KPG PROJECT Na 13082 I SHT 25 OF 111