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19-100241CITY OF Federal Way Centered on Opportunity February 22, 2019 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor RESUBMITTED Mr. Ed Minshull MAR 2 8 2019 Lance Mueller & Associates 130 Lakeside Avenue, Suite 250 CITY OF FEDEFG4L WAY Seattle, WA 98122 COMMUNITY DEVELOFWENT ed o- !�r 11=61ler;cotil Re: File #19-100241-o0-Up; TECHNICAL REVIEW #1 Federal Way Commercial — Starbucks Coffee & Retail, 333650 215t Avenue SW, Federal Way Dear Mr. 1ALinshull: The city is in receipt of your January 15, 2018, Process 1 application. The applicant proposes to remodel an existing bank creating two tenant spaces fox fast food and retail. The proposal includes a change of use with facade modifications, parking lot expansions, repair of site improvements, and street improvements along 21It Avenue SW. The prior use has ceased for more than a 12-month period and the repair of site improvements is required (paving, landscaping, and other site improvements). ADDITIONAL INFORMATION REQUESTED The following items are based on the initial technical review your application. Please contact the staff member listed for further questions. Leila Willoughby -Oakes, Planning, 253-835-2644, il.•a.1Yrr'11a ►glib r- �s er aflederalsz cons 1. Approval Conditions (Applied to the Process? Decision) a. The applicant is to schedule 9 final planning inspection p or to occupancy. Please Willoughby -Cakes to schedule the planning inspection b. Please note that tenants are subject to a change of use analysis if the end users Are not7tast tood' and "retail/office" uses; different zoning and development code requiremen might pply and impact your proposal. c. Submit a final landscaping and irrigation plan in complying with Federal ay Revised Code (FWRC) 19.125 requirements at building permit submission. 2. Application — Please complete the "Value of Existing Improvements at?Ialue of Proposed Improvements" on the Master Land Use Application. These items are i►n�complete. 3. Nonconforming Development (FWRC 19.30.090.3) — Although no additions to the gross floor are proposed, the following code requirements still apply to this proposal. Nonconforming development exemptions will not govern the application of Chapter 19.115 FWRC," Community Design Guidelines"; application Doc, I.D. 78709 19-1002,11-00-UP Mr. Ed Minshull Page 2 of 6 February 22, 2019 of Chapter 19.115 FWRC is governed by FWKC 19.115.010 through 19.115,120, as amended, and development regulations relating to water duality, signs, or street sidewalk improvements. Application of those development regulations is governed by FWRC 19.30.110 and 19.30.120 and Chapter 19.135 FWRC, all as amended Please see comments below in the Development Services section regarding water quality regulations. 4. Community Design Guidelines (Buildli��g Design, Pede Irian Connections d�Misc. site improvements): a. Please find plan redlines enclosed. b. BAdMng Design — The existing building does not comply with current "Community Design Guidelines"; the building was constructed prior to these requirements. Each building facade is evaluated below. Facades are 60 feet or greater and the building is visible from rights -of -way, except the northeast corner. FWRC 19.115.060(2) shall apply to all facades. s. North — Add one additional facade modulation and screening requi-tements on 3i4 of the north fagade (canopies, eight -foot Type II landscape screening). You have provided facade modulation. It is visible from 218, Avenue SW. Also add methods to articulate blank walls, such reveals, canopies, awning, articulated cornices, trellises, overhangs, or metal work. s Sorrth — The canopies shall project a minimum of six -feet and cover 50 percent of the facade if used as a building design option. Please confirm. • ]VIest—As a modulation option, canopies or arcades may be used if they meet dimensional requirements; minimum length of 50 percent of the length of the Facade using this option. Please provide at least 92 feet of canopy. Canopy coverage is only 35 feet, The trellis does not meet the minimum modulation and screening requirements. • Describe proposed plaza features. BN District Guidelines c. Add one additional delineated pedestrian connection from the parking lot to 339<11 SW pursuant to FWRC 19,115.090(1)(a). Paint striping is not an approved method of delineation. You provide one pedestrian connection: "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-wsty maximizes pedestrian access and circulation pursuant to FWRC 19.115.050(4)." d. FGr/RC 19.115,00(1) — All windows shall provide transparent glass. No advertisements or posters may block front entrances and windows of either business. Confirm transparency. e. Clarify if the chain -link along northern property -line is owned by applicant. If yes, it shall be replaced with vinyl -coated mesh, powder -coated poles, dark color(s), and other architectural element(s) pursuant to FWRC 19.115.090(1)(fl. Chain -link fences are not permitted in Neighborhood Business (BN) zone (Twin Lakes Subarea). Landscaping 5. Revise Sheet L-1 as Follows: Doc. 1A 78706 19-100241-00-UP Mr. Ed Minshull Page 3 of 6 February 22, 2019 a. Add evergreen tree species interspersed throughout the Type III landscaping. The former bank was permitted under current landscaping codes. b. Indicate drought resistant species. New plantings shall be composed of at least 25 percent drought resistant species; note on plans T\)MC 19,125.040[6]). a Part fttg c La�adscaf#ng — Type IV landscaping shall consist of trees planted with supporting shrubs and groundcover. Shrubs shall be pruned at 40 inches its height, and the lowest tree branches shall be pruned to keep an eight -foot clearance from the ground. One tree per landscape island up to 150 square feet shall be planted. All plantings shall be drought resistant. d. Add the following notes to the construction plan -set: i. Plant maintenance. Maintenance o[planted areas shall include continuous operations of removal of weeds before flowering; snowing; trimming; edging; cultivation; reseeding; plant replacement; appropriate fertilization; spraying; control of pests, insects, and rodents by nonto>dc methods whenever possible; watering; or other operations necessary to assure normal plant growth- In particular, maintenance shall pmnaote landscape performance criteria of this tide. Plant materials that have died shall be replaced at the beginning of the next appropriate planting season and planting areas shall be kept reasonably Free of noxious weeds and trash. Irrzgation maintenance. All portions of any irrigation system shall be continuously maintained in a condition such that the intent of an irrigation design is fulfilled. Uncontrolled considered of water from any pipe, valve, head, emitter, or other irrigation device shall be considered evidence of noninaintenance. iii. Gxoundcovers shall be planted and spaced, using a triangular planting arrangement, to result in total covenge of a landscaped area within three years, iv. Areas planted with grass/lawn shall be irrigated. Other 6. Add directional pavement markings along all drive aisles: south and west facades and the drive through area. 7. Submit a hazardous materials inventory statement. The project is located in a five and ten-year wellhead capture zone (enclosed). 8. Submit a Spill Prevention Plan for the solid waste and recycling enclosure for yearly inspections by the Public Works Department (enclosed). 9. Drive-Thmxgh — Access to and from drive -through facilities must be approved by the Public Works Department. Drive -through dernand from the fast food use cannot block parking lot aisles or driveways, and the abutting commercial areas (i.e, Fred Meyer). Please see Senior Transportation Planning Engineer Sarady Long's comments below. 10. Depict the trash receptacles on the site plan as described in narrative. 11. Solid baste and Recycling — The project is not exempt from current water quality regulations; please contact Senior Engineering Plans Reviewer Kevin Peterson for more in€ormation. Duc, LD. 78708 19-1002d1-00-UP Mr. Ed Nfinshull Page 4of6 February 22, 2019 FWRC 19.125.150 regulates garbage and recycling storage facilities and the following standards apply within the existing storage area for the new garbage and recycling containers: a. Enclosures shall have weather protection/container covers. The new recycling and garbage containers shall comply to current codes. b. Access for service providers to the storage space from the collection location shall meet the following requirements: (i) For containers two cubic yards or smaller: • Containers are to be manually pulled for service and emptying shall be placed no more than 50 feet from a curb cut or collection location; o Access ramps to the storage space shall not exceed a grade of six percent; and s Site -access routes and entries for use by collection trucks shall be a minimum of 11.5 feet wide. (ii) For containers larger than two cubic yards and all compacted refuse containers: a Site access routes and entries for trucks shall be a minimum of 11.5 feet wide; e If accessed directly by a collection vehicle, whether inside or outside a structure, a 21-foot overhead clearance shall be provided. C. Recycling shall be provided. d. Gate openings shall be 12 feet wide if garbage or recycling drop boxes are used. 12. Si nags -- Issued by separate permits. Please contact a Development Specialist at 253-835-2607, or sermil.'C ircr cit►OFFecic 111%ln �.culn. 13. Byildiiig Permit Required —The applicant shall apply for a building permit prior to site work. The land use approval, shall he issued by the Community Development Director prior to building permit submittal. 14. Bruanesx Ldcenre — The applicant shad apply for a business license with the City of Federal Way Finance Department. If you have questions, please contact bl c'tgaA'f ci ixwxy.com, Kevin Peterson, Sr. Engineering Plans Reviewer, evi ete on cr" fo1l ders+lzvai.c fn 253-8352734 15. Due to high permit volumes, Public Works Development Services comments will be sent under a separate cover. Sarady Long, Senior Transportation Planning Engineer, ersid .Lon c ci aflederalrva .eani The Public ``Yorks Traffic Division has finished its review of the submitted materials and provides the following comments. Doc. I.D. 78708 19-10024 1-00-UB fR1 Mr. Ed TMinshull Page 5 of 6 February 22, 2019 16. Per the Januaiy 11, 2019, queuing data provided by Starbucks, the 950, percentile queues for the AM hour is anticipated to be about eight vehicles, or 160 feet. The on -site drive -through storage must be designed to accommodate the expected queue length of 160 feet. 17. Traffic impact fees for the project 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. The estimate traffic impact fee for the change of use is 119,993. Rob Van Orsow, Solid Waste & Recycling Coordinator, 253-835--2770 18. The way rates are structured and your tenants should save by putting in the cart -based compost service vs. using a dumpster. A 96-gallon cart picked up twice per week (approximately one cubic yard). That would cost under $22/month; compared to a one cubic yard dumpster (for garbage) at over $100/month. 19. Please consider cart -based compostables. Public Works staff can help train coffee -shop staff. Contact the City of Federal Way's Solid Waste and Recycling Division at 253-835-2770 to schedule an appointment. Starbucks and your other te[tant will receive two 96 gallon carts for recycling at no additional charge with the garbage service they order. 20. Please submit a completed Spill Prevention Plan for the city's Stormwater Management Division. Chris Cah an, South King Fire, chris.c.rhxn snrathTcirag lr .orb;, 253-946-7243 The following comments apply unless otherwise stated and will apply at the building permit review. 21. Wa3er Supply / Fire Hydrants —The existing fire hydrant on the property is sufficient. Fire hydrants shall be in service prior to and during the time of construction. 22. Fire Dspannend Lack Sox— A rec'e3'sed fire department "Knox" brand key box shall be installed on the building near the front entrance. Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite. 23. Fire Alarm —Any modifications to the existing fire alarm system or devices will require a separate permit. BUILDING PERMITISSUANCE REQUIRED No work may begin until the building permit is issued. Land use approval shall be issued prior to building permit submittaL Please contact the Permit Center at 253-835-2607, or v.crii if you have any questions regarding the building permit. CLOSING Use Process I applications are deemed complete at the time of submittal. Along with a project resubrrdttal form please resubmit: Doi.. LD, 76708 19A00241-00-ur Mr. Ed Minshull Page 6 of 6 February 22, 2019 4 Four (4) copies of revised site, civil, and landscaping plan set with clouding for each revision. N Four (4) copies of requested reports or studies. Three (3) resubmittal response narratives. s Two (2) copies of a completed spill prevention plan. ■ One (1) copy of a completed CPTED Checklist. e Two (2) copies of a Hazardous Materials Inventory Checklist. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is required, the application will be deemed null and void and the city shall have no duty to process, review, or issue any decisions with respect to such an application. Sincerely, ,.� Leila Willoughby -Oakes Associate Planner enc: Resubmittal Form Plan Redlines (via email) Spill Prevention. Plan Hazardous Materials Inventory Statement CPTED Checklist Signed Right -of -Way Modification Decision c: Kevin Peterson, Senior Engineering Plans Reviewer Saraay Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer District I{athy Mathena, Lakehaven Water & Sewer District Chris Cahan, South Ding Fire & Rescue Dan Ballmeli, P.E., Barghausen Consulting Engineers, dba. t"Clll [ bfl linusen.cnm Greg Meter, Concluent Development LLC, gmetce[[Ucon�€lurrirdev.coi i Dot, I.D. 7070E 19-100241-00-UP LANCE MUELLER & ASSOCIATES Lwww***� III""'NIIIII ""' A R C H I T E C T S A I A 130 Lakeside, Suite 250 Seattle, Washington 98122 (206)325-2553 (206)328-0554 Fax RESUBMITTED MAR 2 8 2010 Cf7Y OF FEDERAL WAY COMMUNITY DEVELOPMEN7 Date: 3/27/2019 Job No. 18-026 Re: File #19-100241-00-UP, Response to Technical Review #1 Federal Way Commercial- Starbucks Coffee & Retail, 333650 21 st Avenue SW To: Leila Willoughby -Oakes Associate Planner From: Ed Minshull Dear Ms. Willoughby -Oakes: The following is our response to your Review #1 letter of February 22, 2019. Planning - Approval Conditions - Conditions a., b. and c. are understood and will be provided. 2. Application - Values have been added to the application form. 3. Nonconforming Development - We understand Community Design Guidelines apply and those applicable have been incorporated. Street improvements along 211tAve have been incorporated into the plans. 4. a.b. Community Design Guidelines - The plans have been revised as follows: Site changes include addition of two benches to the SE plaza, (Starbucks will provide the tables and chairs for the SW plaza) four trash receptacles have been added to the plan, a pedestrian crossing form main entry plaza entry area has been added. Parking next to building south sidewalk has been shifted east to accommodate the walk width. Building design changes — North - This wall is less than 60ft wide. It is totally screened from the north by evergreen trees and the neighbor's fence. We have added landscaping between the drive -up lane and the building. Masonry wall has CMU base and brick has recess +d courses for a reveal/banding pattern. This masonry design is existing on all sides of the buil Ing. South - This wall is less than 60ft wide. New 6 deep canopies are shown over the main entrance to the coffee shop and over the new entry and stor front for the 2nd tenant. Modulation is provided by the vertical elements of the main entry and the rocessed entrances and storefronts. West - 6ft deep canopi are pr ded over 0 6 of wall length and the modulation of the wall is provided by the 1 Ide by deep projection of the drive -window. We have a new large window being adding south of the drive -up and there is a landscape base between the drive -up lane and the building wall. In addition, there is a 5ft wide landscaping strip on the west side of the drive -up lane that includes shrubs and trees to soften view from the west. East - This wall has just under 50% glass, but it is spaced in such a manner as to appear to be more. Landscaping has been added to further soften this building face, plus a 2nd pedestrian plaza with two benches has been provided. BN District Guidelines- c. A pedestrian walk in contrasting concrete has been added from next to the SW plaza to the�'f parking along south side of south parking area. d. All windows are transparent with no advertisement or posters.! e. The chain link fence to the north is on the neighbor's property. This project has no fences Landscaping 5. a. Evergreen trees have been add . b. Drought resistant plants have been note ; c. Parking lot landscape complies with code- d. Notes regarding Plant Maintenance, Irrigation Maintenance have been addeW"' Groundcover will be planted and spaced to provide total cover in three year Areas planted with grass/sod are shown as irrigated. Other r 6. Directional pavement markers have been added 7. The Hazardous materials inventory statement will be provided by the tenant(s) at time of Tenant Improvement permit application. 8. A Spill Prevention Plan will be submitted by the tenant(s) at time of T.I. permit application. 9. Access to the drive-thru facility does not block any traffic flow. 186 feet stacking length has been added to sheet Al. �� Z4 -Zt _ f I 10. The trash receptacles will be pedestrian scale, factory finished metal in dark bronze color. Locations are shown on sheet Al. 11. Solid waste has been discussed with Kevin Peterson and will be in lidded dum sters in the existing dumpster enclosure. The tenants will deal with recycling as a part of t eir ❑ccupancy requirements. A note has been added to sheet Al stating this requirement. , w' be designed and installed per tenant requirement under a separate p r by the tenant(s). 12. Signage ill g p q 13. Building permit will be applied for prior to site work. The land -pse approval is required prior to submitting for a building permit. 14. Business License - Applicant needs a business 15. Dan Balmelli, civil engineer, discussed comments under a separate cover; -------------------------------- Public Works, Traffic division comments - 2 in the City of Federal, ay. Kevin Peterson. There were no additional PW 16. The plan has more than 160ft of queuing space in the drive-thru lane shown on sheet Al. 17. TIFs will be paid at time of the building permit submittal. Solid Waste comments- 18., 19. Solid waste practices will be the tenant's decision to be worked out with City and service provider recommendations. As a part of the site work, an oil/water separator is shown on sheet C7. Grease traps will be provided inside the building by the tenant and located during T.I. permits. 20. The tenant(s) will submit a spill prevention plans with their tenant improvement permit application. Fire comments- 21. Water supply good and hydrants will be in service prior to and during construction. 22. A Fire Department Lock box will be provide as approved by plan reviewer or Deputy Fire Marshal onsite. 23. Any modification to the existing fire alarm system will require a separate permit Building Permit - No work will begin without a building permit for building or site work. These permits require land use approval prior to submittal. This submittal of revised, modified plans includes: Four (4) copies of revised site, civil and landscape plans with clouding of changes. Three (3) copies of this response narrative. One (1) copy of CPTED checklist. One (1) Master Use Application. Hazardous materials inventory checklist, and spill prevention plans are deferred to be submitted by tenant(s) at time of tenant improvement permit application. All revisions have been clouded and dated As sole applicant, land owner, and party of record, Confluent Development wishes to waive the appeal period for the land use approval. -ly, btA . h kU LANCE MUELLER & ASSOCIATES/ARCHITECTS Ed Minshull 3 1�k. CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`' Avenue South Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 www.citvoffedeealw;x,y.com l6UBMITTED Crime Prevention Through Environmental Design (CPTED) Checklist MAR 2 8 2019 CO WAY 3� sw. 336lib I-i Y7' crTY�oEw�PME MMUNNITY DEVELOPMENT Directions /1— 1,4024 / - A1," UP Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by city staff, and will be integrated into the site plan and/or building permit review process. Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners Avoid blind corners in pathways and parking lots. Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used: 13 ❑Revise ❑NA Comments: 1.2 Site and Building Layout — 1-jk-ur Allow natural observation from the street to the use, from the _ ❑Revise use to the street, and between uses _ ❑NA Comments: Bulletin #022 —January 1, 2011 Page I of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy R Applicable during Site Plan Review 6 Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. A Family N,hr- Development El Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. 1 ' Locate main entrances/exits at the front of the site and in view of the street. IN For Commercial/ Retail/ Industrial N,A • If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ Dp. In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface parking are proposed, provide surveillance such as security Parking and cameras. ■ No lkY1GL �gcpA�rS1ES Parking Structures Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ i Avoid hidden recesses. ■ Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ �/ locations that are easily observed by people. Parks, plazas, Open Space 09 common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: El Evaluation for Agency Use Only Bulletin #022 —January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and Performance Standard 1.3 7v/Functional Area formance Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Evaluation for Agency Use Only Common/Open Space Areas and Public On -Site Open _ ❑Cor Space _ ❑Revise Provide natural surveillance for common/open space areas. _ DNA Comments: —/ Position active uses or habitable rooms with windows adjacent C� to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. ■ t'k' Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ER Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances Provide entries that are clearly visible. Revise _ ❑NA Comments: Design entrances to allow users to see into them before .entering. N Entrances should be clearly identified (Signs must conform to FWRC 19.140.060. Exempt Signs. (Applicable during C rti mate o Oecu one + Ins ection . Other strategy used: 1.5 N, h . Fencing t-owr- Fence design should maximize natural surveillance from the ❑_Revise street to the building and from the building to the street, and _ DNA minimize opportunities for intruders to hide. Comments: Bulletin #022 —January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy Applicable during Site Plan Review 6 Applicable during Building Permit Review 0 Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e N -4 -Design high solid front fences in a manner that incorporates ❑ open elements to allow visibility above the height of five feet. e ,,,*.If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Other strategy used: El 1.6 Landscaping _ ❑Cor Avoid landscaping which obstructs natural surveillance and ❑Revise allows intruders to hide. _ ❑NA Comments: ❑/ Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. r Use low groundcover, shrubs a minimum of 24 inches in 0/height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. r L Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: El 1.7 Exterior Lighting _ ❑Conf Provide exterior lighting that enhances natural surveillance. ❑Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting ❑NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which [R" addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. ■ Bulletin #022 — January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that lighting 01/ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e IV Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e C3/ Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. r ❑, Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e E, Use photoelectric rather than time switches for exterior lighting. e .4, In projects that will be used primarily by older people ❑ (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: El 1.8 Nip. Mix of Uses Lj' °F In mixed use buildings increase opportunities for natural _ ❑Revise surveillance, while protecting privacy. _ ❑NA Comments: Bulletin #022 —January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy 0 Applicable during Site Plan Review 6 Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on N lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ lull ❑ Include food kiosks, restaurants, etc. within parks and parking structures. 0 N Other strategy: used ,A. 1.9 lu-A Security Bars, Shutters, and Doors _ ❑Confi When used and permitted by building and fire codes, security _ ❑Revise bars, shutters, and doors should allow observation of the street _ ❑NA and be consistent with the architectural style of the building. Comments: ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used: 13 Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification — L-AI P Ensure buildings are clearly identified by street number to ❑Revise prevent unintended access and to assist persons trying to find _ ❑NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. dStreet numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly W'k` numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e Q, Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e u.A• For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances ❑Conf Avoid confusion in locating building entrances. _ ❑Revise _ ❑NA Comments: Entrances should be easily recognizable through design [� features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ � E!/ Minimize the number of entry points. ■ Other strategy used: 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorised access. ❑_Revise _ ❑NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location _ ❑Canf Avoid placement of vegetation that would enable access to a ❑Revise building or to neighboring buildings. _ ❑NA Comments: Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy r Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, fences, and gutters next to second story windows or balconies that could provide a means of access. ■ pr& 2p-0 Me - Evaluation for Agency Use Only Other strategy used: 2.5 Security _ ❑Conf Reduce opportunities for unauthorised access _Revise _ ❑NA Comments: Consider the use of security hardware and/or human measures [ir to reduce opportunities for unauthorized access. (Applicable during Certi reate of OccupancyOccypancy lns ectio . Other strategy used: El 2.6 Signage _ ❑Conf Insure that signage is clearly visible, easy to read and simple ❑Revise to understand [Signs must conform to FWRC 19.140.060. _ ❑NA Exempt Signs]. Comments: 0' Use strong colors, standard symbols, and simple graphics for informational signs. e Mfg- Upon entering the parking area, provide both pedestrians and For Surface ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures PA' In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e N " k• Advise users of security measures that are in place and where ❑ to find them, i.e. security phone or intercom system. e Provide signage in the parking area advising users to lock their ❑ cars. e Bulletin #022 —January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Wh ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: Section 3.0 Ownership 3.1 Maintenance — E]Coaf Create a "cared for" image — ❑Revise _ ❑NA Comments: Ensure that landscaping is well maintained, as per FWRC 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). i4k Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials ❑Conf, Use materials, which reduce the opportunity for vandalism. _ ❑Revise _ ❑NA Comments: Consider using strong, wear resistant laminate, impervious u'p' glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e ❑, Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long [e wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e Other strategy used: Bulletin #022 —January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist CITY OF _�. Federal Way Centered on Opportunity February 22, 2019 Mr. Ed Minshull Lance Mueller & Associates 130 Lakeside Avenue, Suite 250 Seattle, WA 98122 edm@lmueller.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor w:ILE Re: File #19-100241-00-UP; TECHNICAL REVIEW #1 Federal Way Commercial — Starbucks Coffee & Retail, 333650 215t Avenue SW, Federal Way Dear Mr. Minshull: The city is in receipt of your January 15, 2018, Process I application. The applicant proposes to remodel an existing bank creating two tenant spaces for fast food and retail. The proposal includes a change of use with fagade modifications, parking lot expansions, repair of site improvements, and street improvements along 211, Avenue SW. The prior use has ceased for more than a 12-month period and the repair of site improvements is required (paving, landscaping, and other site improvements). ADDITIONAL INFORMATION REQUESTED The following items are based on the initial technical review your application. Please contact the staff member listed for further questions. Leila Willoughby -Oakes, Planning, 253-835-2644, Leila WiAog liby-Oakes 0,7�-rtvoffedetatway cam 1. Approval Conditions (Applied to the Process I Decision) a. The applicant is to schedule a final planning inspection prior to occupancy. Please contact Leila Willoughby -Oakes to schedule the planning inspections. b. Please note that tenants are subject to a change of use analysis if the end users are not "fast-food" and "retail/office" uses; different zoning and development code requirements might apply and impact your proposal. c. Submit a final landscaping and irrigation plan in complying with Federal Way Revised Code (FWRC) 19.125 requirements at building permit submission. 2. Application —Please complete the "Value of Existing Improvements and "Value of Proposed Improvements" on the Master Land Use Application. These items are incomplete. 3. Nonconforming Development (17WRC 19.30.090.3) —Although no additions to the gross floor are proposed, the following code requirements still apply to this proposal. Nonconforming development exemptions will not govern the application of Chapter 19.115 FWRC," Community Design Guidelines"; application 19-100241-00-UP Doa I.D. 78708 Mr. Ed Minshull Page 2 of 6 February 22, 2019 of Chapter 19.115 FWRC is governed by FWRC 19,115.010 through 19.115.120, as amended, and development regulations relating to water quality, signs, or street/sidewalk improvements. Application of those development regulations is governed by FWRC 19.30.110 and 19.30.120 and Chapter 19.135 FWRC, all as amended Please see comments below -in dl e, Development Services section regarding water quality regulations. 4. Community De ign Guideline (Building Design, Pedestrian Connections & Misc. site improvements): a. Please find plan redlines enclosed. b. Building Design — The existing building does not comply with current "Community Design Guidelines"; the building was constructed prior to these requirements. Each building facade is evaluated below. Facades are 60 feet or greater and the building is visible from rights -of -way, except the northeast corner. FWRC 19.115.060(2) shall apply to all facades. • North — Add one additional facade modulation and screening requirements on'/a of the north facade (canopies, eight -foot Type II landscape screening). You have provided facade modulation. It is visible from 215C Avenue SW. Also add methods to articulate blank walls, such reveals, canopies, awning, articulated cornices, trellises, overhangs, or metal work. • South — The canopies shall project a minimum of six -feet and cover 50 percent of the facade if used as a building design option. Please confirm. • West— As a modulation option, canopies or arcades may be used if they meet dimensional requirements; minimum length of 50 percent of the length of the facade using this option. Please provide at least 92 feet of canopy. Canopy coverage is only 35 feet. The trellis does not meet the minimum modulation and screening requirements. • Describe proposed plaza features. BN District Guidelines c. Add one additional delineated pedestrian connection from the parking lot to 339th SW pursuant to FWRC 19.115.090(1)(a). Paint striping is not an approved method of delineation. You provide one pedestrian connection: "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)." d. FWIRC 19.115.090(1) — All windows shall provide transparent glass. No advertisements or posters may block front entrances and windows of either business. Confirm transparency. e. Clarify if the chain -link along northern property -line is owned by applicant. If yes, it shall be replaced with vinyl -coated mesh, powder -coated poles, dark color(s), and other architectural element(s) pursuant to FWRC 19.115.090(1)(f). Chain -link fences are not permitted in Neighborhood Business (BN) zone (Twin Lakes Subarea). Landscaping 5. Revise Sheet L-9 as Follows. 19-100241-00-UP Doc. I.D. 78708 Mr. Ed Minshull Page 3 of 6 February 22, 2019 a. Add evergreen tree species interspersed throughout the Type III landscaping. The former bank was permitted under current landscaping codes: b. Indicate drought resistant species. New plantings shall be composed of at least 25 percent drought resistant species; note on plans (FWRC 19.125.040[6]). c. Parking Lot I andscafaing—Type IV Iandscaping shall consist of trees planted with supporting shrubs and gtoundcover. Shrubs shall be pruned at 40 inches in height, and the lowest tree branches shall be pruned to keep an eight -foot clearance from the ground. One tree per landscape island up to 150 square feet shall be planted. All plantings shall be drought resistant. d. Add the following notes to the construction plan -set: i. Plant maintenance. Maintenance of planted areas shall include continuous operations of removal of weeds before flowering; mowing; trimming; edging; cultivation; reseeding; plant .replacement; appropriate fertilization; spraying; control of pests, insects, and rodents by nontoxic methods whenever possible; watering; or other operations necessary to assure normal plant growth. In particular, maintenance shall promote landscape performance criteria ofthis title. Pliant materials that have died shall be replaced at the beginning of the next appropriate planting season and planting areas shall be kept reasonably free of noxious weeds and trash. ii. Irrigation mcrinteiance. All portions of any irrigation system shall be continuously maintained in a condition such that the intent of an irrigation design is fulfilled. Uncontrolled emission of water from any pipe, valve, head, emitter, or other irrigation device shall be considered evidence of nonmaintenance. iii. Groundcovers shall be planted and spaced, using a triangular planting arrangement, to result in total coverage of a landscaped area within three years. iv. Areas planted with grass/lawn shall be irrigated. Other 6. Add directional pavement markings along all drive aisles: south and west fagades and the drive through area. 7. Submit a hazardous materials inventory statement. The project is located in a five and ten-year wellhead capture zone (enclosed). 8. Submit a Spill Prevention Plan for the solid waste and recycling enclosure for yearly inspections by the Public Works Department (enclosed). 9. DriLe-Through —Access to and from. drive -through facilities must be approved by the Public Works Department. Drive -through demand from the fast food use cannot block parking lot aisles or driveways, and the abutting commercial areas (i.e. Fred Meyer). Please see Senior Transportation Planning Engineer Sarady Long's comments below. 10. Depict the trash receptacles on the site plan as described in narrative. 11. Solid Wlaste and Recycling —The project is not exempt from current water quality regulations; please contact Senior Engineering Plans Reviewer Kevin Peterson for more information. Day. I.D. 78708 19-100241-00-UP Ms. Ed Minshull Page 4 of 6 February 22, 2019 FWRC 19.125.150 regulates garbage and recycling storage facilities and the following standards apply within the existing storage area for the new garbage and recycling containers: a. Enclosures shall have weather protection/container covers. The new recycling and garbage containers shall comply to current codes. b. Access for service providers to the storage space from the collection location shall meet the following requirements: (i) For containers two cubic yards or smaller: • Containers are to be manually pulled for service and emptying shall be placed no more than 50 feet from a curb cut or collection location; + Access ramps to the storage space shall not exceed a grade of six percent; and ■ Site -access routes and entries for use by collection trucks shall be a minimum of 11.5 feet wide. (ii) For containers larger than two cubic yards and all compacted refuse containers: • Site access routes and entries for trucks shall be a minimum of 11.5 feet wide; If accessed directly by a collection vehicle, whether inside or outside a structure, a 21-foot overhead clearance shall be provided. c. Recycling shall be provided. d. Gate openings shall be 12 feet wide if garbage or recycling drop boxes are used. 12. Signage -- Issued by separate permits. Please contact a Development Specialist at 253-835-2607, or p ermi t. cen ter@ ci tM f fedgrsilwvay. com . 13. Buddig Permit Required— The applicant shall apply for a building permit prior to site work. The land use approval shall be issued by the Community Development Director prior to building permit submittal. 14. Business License — The applicant shall apply for a business license with the City of Federal Way Finance Department. If you have questions, please contact bl w citl,=offederahvay.com. Kevin Peterson, Sr. Engineering Plans Reviewer, Kevin.Peterson�7a citvoffederalwiy corn, 253-835-2734 15. Due to high permit volumes, Public Works Development Services comments will be sent under a separate cover. Sarady Long, Senior Transportation Planning Engineer, Sarady.Longeci- oi£ederalw2y com The Public Works Traffic Division has finished its review of the submitted materials and provides the following comments. 19-100241-00-UP Doc. I.D. 78708 Mr. Ed Minshull Page 5of6 February 22, 2019 16. Per the January 11, 2019, queuing data provided by Statbucks, the 95th percentile queues for the Alva hour is anticipated to be about eight vehicles, or 160 feet. The on -site drive -through storage must be designed to accommodate the expected queue length of 160 feet. 17. Traffic impact fees For the project 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. The estimate traffic impact fee for the change of use is $19,993. Rob Van Orsow, Solid Waste & Recycling Coordinator, 253-835--2770 18. The way rates are structured and your tenants should save by putting in the cart -based compost service vs. using a dumpster. A 96-gallon cart picked up twice per week (approximately one cubic yard). That would cost under $22/month; compared to a one cubic yard dumpster (for garbage) at over $100/month. 19. Please consider cart -based compostables. Public Works staff can help train coffee -shop staff. Contact the City of Federal Way's Solid Waste and Recycling Division at 253-835-2770 to schedule an appointment. Starbucks and your other tenant will receive two 96 gallon carts for recycling at no additional charge with the garbage service they order. 20. Please submit a completed Spill Prevention Plan for the city's Stormwater Management Division. Chris Cahan, South King Fire, chris.cahan sou6hkrr7 fre.or 253-946-7243 The following comments apply unless otherwise stated and will apply at the building permit review. 21. Water Supply / Fire Hydrants —The existing fire hydrant on the property is sufficient. Fire hydrants shall be in service prior to and during the time of construction. 22. Fire Department Lock Box —A neessed fire department "Knox" brand key box shall be installed on the building near the front entrance. Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite. 23. Fire Alarm —Any modifications to the existing fire alarm system or devices will require a separate permit. BUILDING PERMIT ISSUANCE REQUIRED No work may begin until the building permit is issued. Land use approval shall be issued prior to building permit submittal. Please contact the Permit Center at 253-835-2607, or ermitce t citvoffederal-, .coin, if you have any questions regarding the building permit. CLOSING Use Process I applications are deemed complete at the time of submittal. Along with a project resubmittal form please resubmit: 19-100241-00-UP Doc. I.D. 78708 Mr. Ed Minshull Page 6 of 6 February 22, 2019 • Four (4) copies of revised site, civil, and landscaping plan set with clouding for each revision. • Four (4) copies of requested reports or studies. • Three (3) resubmittal response narratives. • Two (2) copies of a completed spill prevention plan. • One (1) copy of a completed CPTED Checklist. • Two (2) copies of a Hazardous Materials Inventory Checklist. Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the city within 180 days of being notified that such information is required, the application will be deemed null and void and the city shall have no duty to process, review, or issue any decisions with respect to such an application. Sincerely, Leila Willoughby -Oakes Associate Planner enc: Resubmittal Form Plan Redlines (via email) Spill Prevention Plan Hazardous Materials Inventory Statement CPTED Checklist Signed Right -of -Way Modification Decision c: Kevin Peterson, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer District Kathy Mathena, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Dan Ballmeli, P.E., Barghausen Consulting Engineers, dbahnelli cObarghausen.com Greg Meter, Concluent Development LLC, gmeterQconfluentdev.corn 19-100241-00-UP Doc. I.D. 78708 I LANCE MUELLEFZ Se—S--iC) ES A R C H I T E C T 5 A I A r January 14, 2019 PROJECT DESCRIPTION AND NARRATIVE �+ CONFLUENT DEVELOPMENT -FEDERAL WAY 33650 21st Ave Southwest EXISTING CONDITIONS The current development consists of a former bank branch of approximately 4,351 sf of footprint area on a 35,601sf improved site with asphalt paved parking for 20 cars, a drive thru window with 3 lanes, all utilities in and operational, a trash enclosure, landscaping, irrigation and parking lot lighting poles and fixtures. Current zoning is Neighborhood Business (BN). The improvements were permitted by the City of Federal Way and constructed in 1992/93. Access is from SW 339th St and by a drive connection to adjacent parking areas to the east. SW 339th is a private access/egress drive that also serves retail uses to the east. 215t Ave SW is improved with street frontage consisting of curb and gutter, about 2.5ft of planter strip and a 4.5ft wide sidewalk.) The site has sewer and water service from Lakehaven Water and Sewer. There are two existing meters, one for irrigation. It is not expected that new water or sewer service will be needed. There is a fire hydrant in the south yard landscaping. The existing building is wood frame construction with a floor slab on grade. 18ft high exterior perimeter walls are clad with standard size face brick veneer in a light tan color with horizontal bands made by recessing some masonry courses. The base of the building is defined by about 28" of split face CMU with a cast top cap. Windows are recessed with a precast lintel beam. Windows are clear glass with natural color anodize aluminum frames. Exiting roof top HVAC units are screened by a 2ft + high parapet. The building entrance features a glass faced gable roof that extends north over what was the main lobby of the bank. This roof has skylights that effectively provide volume and daylighting to the space. Construction Type -is VB. He building does not have a fire sprinkler system. PROJECT PROPOSAL The, project consists of converting the former bank use to a two tenant building. A coffee shop of about 2,194 sf gross area and a credit union office of about 1,810 sf gross area. The coffee shop will utilize the existing drive -up lane(s) around the north side of the building and modify the existing bank type drive up window to accommodate the new use with a single drive up lane. Other changes to the building will consist of revising the current main entry to open the area up to allow more parking and an outside pedestrian plaza near the entry, and new canopies at the coffee shop entry and over the adjacent windows to the east of the main entry. One of the existing windows on the south wall will become a new entry for the office use. New parking stalls near the entrances and added in the front yard will increase parking to 39 stalls. No addition floor area will be added to the existing building. The existing drive-thru roof that extends into the west yard will be removed. A new large window will be cut into the west wall. r- �U New or restored landscaping will be provided as required at the perimeter, the parking islands or peninsulas, and as shown on plans and required for walls longer than 60ft and to screen the drive-thru window lane. Vertical trellis(es) will be added to the blank areas of the west wall. Two new pedestrian plazas of at least 200sf each will be provided. One'next to the entry to the coffee shop will provide outdoor seating for coffee shop customers. The other at the south end of the east wall for use by customers or employees of the office use. The current pedestrian pathway from the sidewalk.to the building is defined by paint and will be changed to exposed aggregate concrete. Street frontage on 21' Ave SW will consist of a 6ft wide planter strip with street trees and an 8ft wide sidewalk. The existing curb and gutter are to remain. Street lighting may be required as well. Existing site improvements will be repaired or restored to condition as near as possible.to the conditions required under the original approval or as required to meet current standards. Other Development Requirements or Criteria: Parking- �0' The coffee shop requires 1/ 17 Sf gross=27.42. The office requires 1/300sf gross= 6.03 . Total required is 34 cars minimum. 39 are providetf including two accessible stalls and 8 compact stalls. Drive —through window - The existing drive -through lane and window must be utilized for the coffee shop function. The north yard has a drive - through stacking lane for up to 8 cars. The coffee shop tenant has indicated that the 8 car capacity is sufficient for this location and no traffic conflicts are anticipated. The lane is separated from the parking areas and pedestrian circulation. The drive -through lane and window are buffered from the street view, by a strip of Type III landscaping. This landscaping also separates the drive -through lane from the general perking area circulation. Any outdoor speakers will not be audible from off site. 10 Landscaping - Frontage landscaping will consist of a minimum of 5ft of Type III landscaping along both 215t Ave SW and SW 339th St. Existing landscaping will be retained where healthy an imp n scaping added as ired to meet current standards. The existing row of evergreen trees will be retained along the north lot . Existing landsw� wi reain along the east lot line. New Type I landscaping will be installed around the trash enclosure. The exi msting irrigation will be tested and repaired if necessary, and extended as required to irrigate any new plantings. Interior landscaping will consist of parking lot landscaping and landscaping around the building. Type IV parking lot landscaping will exceed 20sf per stall, or 780sf. Landscape islands or peninsulas will exceed 64 sf in area and me at least 6ft wide between stalls and at end of rows. _ I Clearing and Grading - Clearing and grading work will be limited to removal of some existing paved and landscaped areas to add parking, pedestrian walks, pedestrian plaza/patios and landscaping. A separate C&G permit will be required. ATree Retention Plan - This will be prepared by our Landscape Architect after a carefully site inspection of all trees.Yrere are currently at least 16 trees on the site. It will be determined if the site needs additional tree units to meet e minimum, but in any case new trees will be added in the Type III -perimeter landscaping ,the drive —thru buffer d in the east yard along the building fagade. The final landscaping plan will include tree unit density crite"calculations, credits and replacement information. Community Design Standards- Fagade modulation and screening standards - Regarding walls longer/wider than 60ft applies only to the east and west walls since the south and north walls are less than 60ft in width. The south fagade will have the primary entrances, a pedestrian plaza of over 200sf and canopies over the entries and window areas. The north fagade is barely visible from 21st Ave SW and that view will be screened ,by new landscaping in the front yard. The east fagade is longer than 60ft but has more than 50% of the width in windows. This fagade will also have a pedestrian plaza/ patio of over 200sf plus new Type IV -landscaping along the fagade. The west fagade has a modulation element that is 4ft deep and 13ft wide by the full wall height. Since the drive-thru lane does not allow more than about 5ft of landscaping next to the building wall, the proposal is for the combination of the Type III landscape buffer strip and Type III landscaping along the building wall would be equal to eight feet of Type II landscaping. Utilities - The existing utility box in the front yard will be screened with Type I landscaping. Building Orientation - The building front and primary entrances face SW 339th, the entry street. Pedestrian Circulation - The existing pedestrian path from the building to the sidewalk on 215t Ave SW will be reconstructed where it crosses the drive aisle in the west yard. The pathway will be constructed of exposed aggregate concrete. New pedestrian plaza/patio areas will be concreter with a broom finish to match existing sid�alks in the side. Bike rack - A bike rack is shown on the plans, not far from the prima Garbage Receptacles- a Four garbage receptacles will be provide on the Vices and patio areas. ly* CJ Surface Parking Lots - The west parking lot will be enlarged to the west, otherwise the parking and circulation will remain much as it was prior to this proposal. Signage will be installed to indicate one-way traffic, two way traffic, and stop and proceed with caution signs. Building Articulation and,Scale- The existing building is pretty well articulated and provides details that relate to pedestrian scale such as recessed windows with precast header lintels, banded masonry by use of recessed brick courses, a CMU band, and a base�of spit face CMU with precast cap. A vertical trellis will be installed on a portion of blank wall near the north end of the west wall. New large window will be installed south of the drive-thru window in the west wall. BN District Guidelines - Building entrance facades are clearly recognizabl f /rn he streets and feature storefront entrances and windows, with canopy elements over the entries and adjacent windows. No mirrored glass will be used at ground level or anywh on the main floor of the building. All glass will be Blear insulated units. No chain link fencing is propos Crime Prevention Through Environmental Design (CPTED)- The project design and security feature will comply with provisions of the checklist where possible. Some landscaping screening required by Community Design Guidelines may present conflicts with a strict application of CPTED provisions discouraging places of concealment. Garbage/Recycling- A new enclosure for garbage and recycling is not proposed. The existing enclosure will be utilized with new Type I landscaping installed to screen it. The existing en l'osure has been used for over 25 years since it was approved by the City of Federal Way. // Rockeries/Retaining Walls - No new rockeries or retaining WaIIs'ar proposed. Rooftop Mechanical Equipment - Current rooftop HVAC equipment is screened by the building parapet. Should new eqC)mn be visible from adjacent streets or properties, a metal screen that matches the existing metal roofing will be pr. C� Lighting - Site lighting is required to be a 1.5fc in the parking areas for the tenants use. There will be lighting under he c opy and pedestrian scale lighting of the patio areas and walkways as required. Other lighting will include sec r' lighting at the rear exit door and lighting on the walls along the drive-thru lane. Light fixtures will be shielded to prevent off -site glare. STORM WATER - New, repaired or replaced impervious paving, or sidewalks will not exceed 5,OOOsf so no changes to the existing storm system are proposed.,, RIGHT-OF—WAY IMPROVEMENTS - The existing curb and gutter will remain, but the existing planter strip will be widened to 6 ft with ground cover and street trees. The existing sidewalk will be removed and replaced with a new 6fth wide sidewalk. Street lighting will be upgraded as required. TRANSPORTATION CONCURRENCY ANALYSIS - A concurrency analysis application has been submitted to the PW Traffic Division. TRANSPORATION IMPACT FEE (TIF)- TIF will be calculated and paid prior to permit issuance. LAKEHAVEN WATER AND SEWER DISTRICT- Water - Any modifications to the existing water system must be reviewed and approved . It is anticipated that existing water meters will be utilized and there is one fire hydrant on the site. If not already installed, meters will have backflow prevention assemblies installed and tested. Sewer - The existing building has a sewer service connection. No new sewer service is anticipated. A new grease -interceptor will be required per District requirements. SOUTH KING COUNTY FIRE AND RESCUE - Fire Alarm - Modifications to the existing alarm system will require a separate permit. 4 a Fire Sprinklers- Fire sprinkler system will be required if the occupant load exceeds 100 persons. It is anticipated that the total occupant load will be less than 100, and if so a sprinkler system will not be required. L /ce'!eller, AIA Lance Mueller & Associates / Architects 130 Lakeside Avenue, Suite 250 Seattle, WA 98122 206-325-2553 206-328-0554 F www,lma-architects.com/ CITY OF Federal Way "entered on Opportunity April 8, 2019 Mr. Ed Minshull Lance Mueller & Associates 130 Lakeside Avenue, Suite 250 Seattle, WA 98122 edm(@Imueller.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway, com Jim Ferrell, Mayor �=1LE Re: File #19-100241-00-UP; PROCESS I — DIRECTOR'S APPROVAL FW Commercial (Starbucks & Retail Use),-3h, Federal Way Dear Mr. Minshull: The'Community Development Department has completed a review of your Process I application resubmitted on March 28, 2019, to modify facades of an existing building and existing drive -through; add parking, canopies, two pedestrian plazas, and walkway connections; and replace parking lot and landscaping for a coffee -shop and retail space. Your application is hereby approved with conditions pursuant to the conclusions and findings noted below by the department's Planning Division. CONCLUSIONS Various sections of the zoning and development code indicate that certain developments, activities, or uses are permitted only if approved using Process I — Director's Approval. Based on the findings below, the proposed improvements on the developed site meet the following Process I approval criteria and land use review thresholds of Fedemt Way Revised Code (FWRC) 19.15.030 and 19.55.020: 1. The proposed improvements are consistent with applicable chapters of FWRC Title 19 including, but not limited to: Permits and Review Processes; Process I — Director's Approval; Outdoor, Yards, and Landscaping; Community Design Guidelines; Neighborhood Business (BN); and Nonconformance. 2. The health, safety, and welfare of the citizens of the city are preserved. 3. The proposal is a `minor new construction' exempt from SEPA review per the city's flexible thresholds as no new gross floor area or parking stalls will exceed environmental thresholds are proposed. FINDINGS OF FACT 1. Proposal— The applicant proposes exterior facade changes to an existing building and new site improvements. A new demising wall will new tenant suites; other changes include a drive -through, parking area expansion, right-of-way improvements on 211, removal of landscaping and landscaping buffer replacement. New facade treatments will include windows, canopies and landscape trellises building farrades. New landscaping, canopies and two delineated pedestrian connections are proposed. Doc. LD." 9713 re-icozai-oa-uP Mr. Ed NEnshull Page 2 of 5 April 8, 2019 2. Comprehensive Plan & Zoning De ignation — The zoning district and Federal Way Comprehensive Plan designation is Neighborhood Business (BN). The proposed office/retail use and fast food restaurant with drive -through (fast food) are permitted in this zone under FWRC 19.215.010 and 19.215.020. The proposal located within the Twin Lakes Commercial Subarea Plan and node is the largest neighborhood business area of zoning in the city. 3. Environmental Revieav —The proposed improvements are exempt from environmental review. No new gross floor area or parking stalls exceed threshold exemptions of FWRC 14.15.030(1)(c). 4. Critical Areas — The site is in the 10-year critical aquifer recharge area. As a condition of approval, a Hazardous Materials Inventory Statement shall be submitted by the tenants at the time of construction permits �- 5. Change of Use —The proposal is a change of use from a bank to two tenant spaces for fast food and retail. The tenant for Suite B is undetermined at this time, but shall be limited to the office/retail uses in FWRC 19.215.010. The city has reviewed the proposal for compliance with use -specific provisions including, but not limited to, parking, bulk zoning regulations, surface water quality improvements, and the Community Design Guidelines. The proposal meets zoning regulations as noted below. 6. Maximum Height— The height of the building is approximately 21 feet above average building elevation. The height of the structure is below the 35-foot height maximum in the BN zone. The building is an existing structure and no additional gross floor area is proposed triggering compliance with FWRC 19.30.090 and the bulk dimensional requirements in the BN zone. 7. 1'arking— Pursuant to FWRC 19.215.010-020, fast food restaurants require 1 parking stall for every 80 square feet of gross floor area and office/retail requires 1 parking stall for each 300-square feet of gross floor area. The existing building is 4,004 square feet and requires 34 spaces (fast food - 2,194 square feet and office/retail - 1,810 square feet). The applicant proposes 39 parking stalls, exceeding the minimum. 8. Landscaping — Per FWRC 19.125.060(5), Type III perimeter landscaping is required for the north, south, east, and west property lines, and surrounding the outdoor garbage enclosure on the northwest corner. The planting plan details Type III landscaping along all property lines at least five -feet in width meeting city standards. Final occupancy is subject to a Planning Division final inspection. As a condition of approval, the applicant shall schedule a final landscape inspection. 9. Comurreng — The city's Traffic Division reviewed the applicant's concurrency application (18-105878-00- CN) for a coffee -shop with a drive -through and bank and concluded the proposed development will generate 25 new PM peak hour trips. The Traffic Division noted that all intersections impacted by one or more weekday evening peak hour trips from the proposed development will meet the level of service standards with programmed improvements. A Capacity Reserve Certificate was issued April 1, 2019. 10. i Transportation Impact Fee — In order to mitigate the impacts of new development on the city's street infrastructure, the applicant will be subject to the transportation impact fee (TIF). The fee will be assessed and collected from the applicant at building permit issuance. 19-[00241-00-UP Doc LD. 78713 Mr. Ed Minshull Page 3 of 5 April 8, 2019 11. Street Improvemenir — The applicant is required to install street frontage improvements along 215t Avenue SW as part of this proposal per right-of-way modification application 18-103466-SM. The modified street section, corresponding to the ity Standard Street Section Type `E,' shall contain: • Retain the existing curb and gutter in its current location and alignment; • Install a six-foot wide planter strip (with street trees, and street lights), and construct the required eight -foot sidewalk behind the new planter strip; and • Adequate right-of-way exists along your property; additional dedication will be required. 12. Access — The proposal will use an existing access to SW 3391h Street (which is a private street). No new access points are proposed onto 211, Avenue SW. 13. Solid Waste and Recycling — The existing garbage enclosure and containers will meet current stormwater requirements, and are reviewed at the time of construction permits. The applicant proposes improving the landscape screening around the storage area. The future tenants shall install dumpsters with covers in the existing enclosure. 14. Stormzvater—The proposal meets the flow control and water quality standards in the 2016 King Couny Surface Water Design Manual (KCSWD1Vl and Ciy of Federal Way Addendum. 15. Community Design Guidelines — The proposed coffee -shop and bank complies with the provisions of FWRC Chapter 19.115, "Community Design Guidelines" that are reasonably related and applicable to the area of development as detailed below. a. Building Design — The building primary entrance is located on the north facade but is clearly visible from the right-of-way, 21st Avenue SW, and SW 339th Street. Landscaping and a pedestrian plaza help define the suite entries. Methods of articulation and accessory elements are incorporated in the overall architectural design. Windows along the north and east facade, foundation landscaping, and variation in materials are all used to articulate blank walls. The north, south, east, and west building facades, which are longer than 60 feet and visible from a right-of-way, have incorporated "two of four" facade treatments. These treatments include canopies, facade modulation, and trellises. b. Surface Parking Lot— Directional pavement markings as proposed and drive -through revisions have been reviewed the by the Traffic Division. c. Pedestrian Circulation —Two new pedestrian walkways are incorporated in the design from the main entrance to 21st Avenue SW, and from the main entrance to SW 3391h Street. As a condition of approval_,,facade transparent glass shall maintail> their transparency glass. No advertisements (posters/stickers) shall be placed in the windows for "eyes on the street." 16. Site Improvements — Pursuant to FWRC 19.105.100, the applicant shall repair and/or restore the existing improvements on site, such as drainage, landscaping, curbing, and parking striping, to a condition as near as physically possible to condition required under the approval of the existing development. The existing site was vacant for greater than 12 consecutive months. 19-100241-00-UP Doc. LD. 78713 Mr. Ed Minshull Page 4 of 5 April 8, 2019 CONDITIONS 1. All ground level facades visible from rights -of -ways must maintain transparent glass. 2. The applicant shall submit a completed Hazardous Materials Inventory at the time of construction. 3. The applicant shall submit a completed Solid Waste Spill Prevention plan at the time construction. 4. All permanent lawn or sod areas shall have permanent irrigation systems operating prior the issuance of final occupancy. 5. The applicant shall complete street frontage improvements per Public Works Director's decision, application 18-103466-00-SIVI, prior to final occupancy. Final planning and landscaping inspection is required prior to final occupancy. BUILDING PERMIT ISSUANCE REQUIRED No work may begin until the building permit is issued. Please contact the Permit Center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding permit submittal requirements. Please bring the enclosed Federal Way Commercial Building Permit Checklist to your building permit intake. The checklist outlines the city's minimum submittal requirements for intake; incomplete submittals will not be accepted. APPEALS The effective date of this decision is April 11, 2019, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of the administrative decision may appeal this decision to the Federal Way Hearing Examiner within 14 calendar days, by April 25, 2019. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. In that you are the only party of record and you have submitted a signed request to waive the appeal period prior to this decision, the appeal period is hereby waived. Waiver of the right to appeal does not affect the effective date of this decision. APPROVAL DURATION Unless modified or appealed, the Process I decision is valid for one year from the date of issuance of the decision. A one-year time extension to the decision may be requested prior to the lapse of approval following the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the one- year time period, or the land use decision becomes void. 19-100241-00-UP Doc LD. 78713 Mr. Ed Minshull Page 5 of 5 April 8, 2019 If you have any questions regarding this decision, please contact Associate Planner Leila Willoughby -Oakes at 253-835-2644, or leila.w-illo hbv-oakes citvoFfedgm1wa .corn. Sincerely, Brian Davis Community Development Director enc: Federal Way Commercial Building Permit Checklist Hazardous Materials Inventory Checklist Solid Waste Spill Prevention Pollution Plan Approved Plans c: Leila Willoughby -Crakes, Associate Planner Kevin Peterson, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation PIanning Engineer Dan BalImeli P.E., Barghausen Consniting Engineers—dbalmelli @halisc Greg Meter, Confluent Development L.LC,,glnetcr rat confIuenr v. om Doc. I.D. 78713 19-100241-00-UP Doculign Envelope ID: 55F65CAF-D4E9-48A7-83CA-A5743DDD5189 �l f , V,confluent development September 19, 2019 RESUBMITTED SEP 19 2019 CITY OF FEDERAL WAY COMMUNrrY DEVELOPMENT City of Federal Way Attn: Department of Community Development — Brian Davis 33325 8th Ave. South Federal Way, WA 98003 RE: 33650 21 st Ave SW Landscape Completion - Commitment Letter — Dear Mr. Davis This letter is to provide a formal completion commitment to the City of Federal Way for incomplete landscaping at our project located at 33650 21 st Ave. SW. (sr)_ v/0 As the Owner of this property, Confluent Development, LLC would like to request to the City of Federal Way, Department of Community Development that final inspections be performed at out project with the understanding any incomplete work associated with the landscaping at the time of final inspection, will be completed as soon as reasonably possible. This request is being made due to a small portion of landscape work that is incomplete due to items beyond the control of the owner, the general contractor and all subcontractors associated with this project. Specifically, this section of landscaping is located in the NW corner of the project site, and has not been completed due to work necessary from Puget Sound Energy and Centurylink in the same area that must happen prior to the landscape in order to avoid damage and extensive rework. Puget Sound Energy is requiring that an existing precast concrete lid for their inground equipment vault be replaced and the existing transformer on the site be upgraded due to load calculations. Additionally, Centurylink also needs to relocate an replace and existing vertical pedestal with inground vault within our site's right -of way. Both of these vaults Eire located within sections new sidewalk that must be poured, and cannot be completed until the new lids are placed in order to ensure the proper elevations are achieved and we are not creating a Confluent Development 1 2240 Blake Street, Suite 200 1 Denver, CO 80205 (303) 573-6500 1 www.confluentdev.com DocAgn Envelope ID: 55F65CAF-D4E9-48A7-83CA-A5743DDD5189 reconfluent development tripping hazard. Subsequently, these items are delaying the completion of the landscaping work in this area. We have been in constant communication with both Centurylink and PSE regarding our project schedule, and in discussions with each entity, we are between one and three week out, respectively, before either group will be able to attend to our project. We are obligated by our lease with Starbucks, to be complete with our work no later than October 1, 2019, and would like all permits closed at this time, which we will be unable to do, with the outstanding work from PSE and Centurylink delaying the completion of our landscaping. We appreciate your understanding in this matter. Please let me know if you have any questions. Sincerely, aaus3Sn�d er: �3 + 11son Construction Manager Confluent Development 1 2240 Blake Street, Suite 200 1 Denver, CO 80205 (303) 573-6500 1 www.confluentdev.com i f it EZ066 HM AHM lb t13433 MS 3Ad 1S L Z 09900 ��^*O NEIIIVAON3Z1 3115 * a - ..431\dai3A3C7 1N3n-1-1N00 SoiVIgOSsts '9 a3'1-13 f7W 30Nb"l w - PyV W � k! 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If providing landscape screening as as a method of articulation please use Type 11 landscape screening along the bacde of the facade. Per FWRC 19.115. 060(2)(b). Proposal i-s in the Twin Lakes Subarea Plan, high design-r standards of proposal are expected in developments. - All rooftop equipment to be screened- please depict on electrical plans (separate permits)/note on b ilding plans �5� PLEASE PROVIDE EAST AND NORTH ELEVATIONS. BUILDING ARTICULATION APPLIES TO AREAS VISIBLE FROM ROW/PUBLIC AREAS - � Tk' All rooftop equipment to be screened- please' depict on electrical plans (separate permits) Separa i permits required. Please contact the Permit Ce ter at a -IT (pa- Permit.Center@cityoftederalway.com for V f"T� nimum submittal reoluirements. wfps .> 9*jrz Minimum projections` of 6 ft. and 50 % of canopies or awning; �." �. r •� -froni the facadeLLJJ IAA�' �S 4a�Q AW , BN District Guid h'hes (FWRC 19.115:@41) (b) All windows shall be kept transparent. No lt� -44& advertisements tickers shall cover these. 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Vn Voltage Line=Neutral z Transformer Impedance _ Dcn'MU;�lI DEVEG confluent a development April 2, 2019 City of Federal Way C/O Leila Willoughby -Oakes Associate Planner 33325 8th Avenue South Federal Way, WA 98003 Re: File #19-100241-00-UP, Notification to Waive Appeal Period for Land Use Approval Federal Way Commercial — Starbucks Coffee & Retail 333650 211 Avenue SW Dear Ms. Willoughby -Oakes, Confluent Development, LLC is the sole applicant, land owner and party of record for the Federal Way Commercial — Starbucks Coffee & Retail project located at 333650 21st Avenue SW. Please use this letter as our formal notification to waive the appeal period for the pending land use approval. Sincerely, CONFLUENT DEVELOPMENT BY: he_Jre,� -- Greg Me ter, AICP Director of Real Estate Entitlements Confluent Development 1 2240 Blake Street, Suite 200 1 Denver, CO 80205 (303) 573-6500 1 www.confluentdev.com 2_2 s --Co. RESUBMITTED CITY OF AUG 16 2019 Its. Federal Way Trash Enclosure Design & Spill Prevention BMPs CRY QF F1=DERAL WAY Illr>ftQ011 rash Enclosure: Required Spill Prevention Plan & BMPs In order to prevent waste and debris from contaminating surface water, Federal Way Revised Code 19.125.150(6)(d) requires a Spill Prevention Plan (SPP) to manage liquids that come from solid waste (trash) enclosures. All runoff must be treated prior to discharge to surface water. All wash water from trash enclosures must be disposed of via sanitary sewer. Trash enclosures with roofs must have a drain tied to sanitary sewer. Spill Prevention Plans should include the following information and Best Management Practices (BMP's). For sites with more than one trash enclosure, please number enclosures and summarize any differences in SPP information for each trash enclosure. 1. Location Information: Provide site address, business or occupant name(s), plus a basic site map showing the locations of trash enclosure(s), SPP-related features, and drain(s). Include all areas immediately surrounding the enclosure(s) and the pathway from enclosure(s) to building interior. Site Address: 33650 21 st Ave SW Business/Occupant Name: Starbucks ro— CITY USE ONLY: 0 0 SPP Approved —Applicant Notice Sent ; SPP Entered in SWM Inspection database SPP Not approved — Correct as noted; Resubmittal required/Return to Applicant 2. Trash Enclosure Requirements: Please note the location and size of all trash enclosures on site. Please include a basic site map to show where enclosures, spill kits, and drains are located (see page 9). Enclosure 1: Northeast corner of p, of e:r Enclosure 2: Enclosure 3: Area/Size (square feet): 62 SF (6.5' x 95) Area/Size (square feet): Area/Size (square feet): (Attach additional pages if necessary) Based on floor area of each enclosure, indicate the options that make up your Spill Prevention Plan: Smaller Enclosures 175 s uare feet or less in size All liquid run off from the trash enclosure area will: ❑ A. Flow through a dedicated oil water separator for this specific trash enclosure that will be maintained and regularly serviced and renewed according to manufacturers' specifications. Make and Model: Service Frequency: ❑ Attach Manufacturer's Maintenance Requirements K:\SWR\planning$regs\Code Update\Spill Prevention Plan 2019.docx Trash Enclosures: Spill Prevention Plan and BMPs—Attachment B Page 2 El B. Flow through an oil water separator designated for other/additional impervious area on site (for example to manage run-off coming from drive -through lanes or other paved areas on site), which will be regularly serviced and renewed according to manufacturers' specifications. Make and Model: OldCastle 264 CPS Service Frequency: 6 months ❑ Attach Manufacturer's Maintenance Requirements Additional measures: ® All wash water generated during pressure washing or general maintenance will be conveyed to sanitary sewer (for example by using a plastic catch basin insert and sump pump). ❑ List any additional procedures that apply to your specific SPP (also select BMP's below): Larger Enclosures more than 175 s uare feet in size ❑ Floor drainage will be provided that ties to sanitary sewer (please attach Certificate of Availability obtained from sewer utility). Grate covering floor drain will have drain guard/mesh to prevent all solids'/" or larger from entering the sewer system. ❑ Roof over enclosure will prevent rainwater from entering the enclosure and this rainwater will require no treatment prior to discharge to surface water. ❑ All wash water from the enclosure will be directed to the sanitary drain. ❑ Catch basin filter insert will be installed with the capability to remove small particles, oil, grease, fuel and PAHs (in case failure of primary containment causes waste water to flow into surface water catchment system). ❑ List any additional procedures that apply to your specific SPP (also select BMP's below): 3. Why Identify Spill Prevention Plan Elements? Most "spills" from trash enclosures resemble two basic scenarios: A. Leaking dumpster or trash compactor, and runoff from wash water or rainfall B. A spill coming from material (such as waste oil) stored in or near the trash enclosure The situations in scenario "A" (leaking containers and managing runoff) are the foundation of your Spill Prevention Plan, and will be managed by using best management practices selected from the checklists that follow. However, your SPP will also focus on scenario "B" spills which require spill containment. Being prepared to contain typical spills at a trash enclosure will also help you manage "worst case" situations (such as spills of hazardous materials). Similar spill containment procedures apply in these situations, so by following your SPP you'll have the plans and tools to handle most spill containment situations. Trash Enclosures: spill Prevention Plan and BMPs —Attachment B Page 3 Scenario A. Spill Prevention Plan & Best Man a ement Practices: Please select from the following general maintenance procedures and best management practices that will make up your Spill Prevention Plan: I@ The enclosure area (interior and exterior walls, floor and gate surfaces) will be pressure - washed as part of site maintenance, approximately every s months. a All pressure -wash liquids will be diverted from surface water and instead discharged to sanitary sewer (describe how): plastic catch Fusin insert with sum urn connected to sewer © Twice per year, maintenance staff will inspect all exterior trash receptacles and containers and note any leaks, holes or rust/potential leakage, then report any issues to the hauling service company to complete repairs. ❑ Logs of on -site inspections and maintenance will be maintained by AL,ct,a,tt,t„s (the party responsible for maintaining your SPP). Logs will be available for review during site inspections performed by the City. Examples of logs are in Forms i and II below. ® Ali solid waste (including trash, recyclable materials, compostable materials, moderate risk wastes, used cooking oil, etc.) littered or spilled within the enclosure area shall be promptly cleaned -up and disposed. This debris will not be conveyed to surface water structures (either by surface water run-off or by spraying wash water). 0 Changes and updates to relevant contact information regarding your SPP implementation will be provided to the City within 14 days. El Twice per year, maintenance staff will inspect the trash enclosure and surrounding area periodically for cracked or damaged pavement or curbing that compromises the drainage containment design, allowing liquids from the enclosure to enter the surface water system. Necessary repairs will be completed as needed. 0 Functional Spill Containment Kit will be maintained on site, along with ic staff trainin when and how to use this Kit. The Spill Kit should include absorbant pads, fiillter bags, filterg for socks, and plastic bags for disposal of soiled items. ❑ Briefly list any additional procedures that are part of your SPP: Fats, Oils and Grease Elements: Add options to your SPP from the following list if the enclosure will have grease or cooking oil collection containers (for example, at food service establishments) Trash Enclosure BMP's for FOG (Fats, Oils and Grease): ❑ Position oil/grease collection and storage containers away from storm drain catch basins, to allow more time to discover and clean up any leaks or spills before they can reach the surface water system Trash Errclosures: Spill Prevention Plan and BMPs—Attachment B Page 4 ❑ Close openings or cover the tops of outdoor grease and oil containers - do not allow rainwater into these containers to avoid potential for overflow ❑ Have grease and oil containers regularly emptied to avoid overflow conditions ❑ Use Secondary Containment (such as a Cooking Oil Filter Deck) ❑ In case of cooking oil or grease spills, use absorbant pads for clean-up and then dispose used pads in the trash ❑ List any additional procedures that apply to your specific SPP: Scenario B. S ill Containment and Re ortin : The general spill response procedure at this facility is to stop the source of the spill, contain any spilled material and clean up the spill in a timely manner to prevent accidental injury or other damage. Small Spills: Small spills are generally able to be contained by using onsite spill kits and are less than 25 gallons. Small spills will be contained by site personnel if they are able to do so without risking injury. Spill kits are located at the location(s) shown on the attached site map. Large Spill: Large spills are generally larger than 25 gallons and may be immediately dangerous to human health and/or the environment. In the event of a large spill, properly trained employee(s) should: • Assess the area for any immediate dangers to health or safety (i.e. a wrecked car on fire). If any dangers are present, move away from the area, and call 911 to request help. • Notify the contacts listed below and then continue your spill response. • Retrieve the spill kit from the closest location. • Assess the size of the leak and any immediate threat of the spill reaching the floor/storm drains or permeable surfaces in the area. If there is an immediate threat and there are no safety concerns, then attempt to block the spill from coming in contact with the floor/storm drain or Permeable surface. If no drain covers are available, then use an absorbant (cat litter) and/or sock booms or rags to stop the spill from getting into the drains or to any permeable surfaces. • If the spill can be contained with absorbant booms, deploy them around the spill. Use the booms to direct the spill away from any immediate hazards (i.e. a wrecked car). + If there is no immediate threat to the floor/storm drains or permeable surfaces, or after controlling the spill, try to plug or stop the leak, if possible. If applicable, put on protective gear (gloves, goggles, protective clothing, etc.) and plug the leak. ■ Once the spill has been contained and any immediate threat to storm drains or permeable surfaces has been minimized, contact the spill cleanup contractor and dispatch them to clean up the spill or commence spill cleanup procedures. Trash Enclosures: Spill Prevention Plan and BMPs —Attachment B Page 5 If the above procedures are insufficient, cleanup for spills should be handled by a qualified Spill Cleanup Contractor of your choosing: Company Name: AFT Consullanis 925-746-6000 24-hour Phone: Spill Reporting: Reporting is based on amount spilled and tyke of spill. Small Spills only need to be reported if they enter storm drains or surface waterways, such as a stream or roadside ditch. First, contain the spill, then promptly contact the City of Federal Way at (253) 835-2700. Please give the following information: spill address, specific location of onsite spill source, what was spilled (and how much), plus cleanup measures completed. Small spills that are fully contained on your site and completely cleaned -up do not need to be reported, but should be noted in your site log. For a Large Spill, or if any amount of oil or hazardous substance or waste (as defined in FWRC 11.15.010) is released to soil, surface water, or storm drains, please notify the following agencies immediately: National Response Center (800) 424-8802 Washington Emergency Management Division (800) 645-7911 Washington State Department of Ecology (425) 649-7000 4. Spill Prevention Plan Management The primary contact or designee shall administer this plan and will be responsible for updating and including any required documentation. Training: All personnel expected to respond to any spill must be trained on the contents and procedures in this plan. Only trained persons should respond to a spill. If you are not trained and witness a spill, call or notify the primary and secondary contacts listed in this plan. Spill Tracking: Records of all spills must be maintained. If a large catastrophic spill occurs, attach additional pages to describe the event. Include known or possible causes, areas affected, and effectiveness of the cleanup. Include a review of the cleanup contractor and their procedures. For small spills, it is sufficient to note on your Inspection Log, plus take measures to prevent a repeat occurrence and replenish spill kit supplies. Facility Inspections: Incidental routine daily inspections do not need to be logged unless a spill or leak is detected. Full site inspections will be conducted periodically by the primary contact or designee and, at a minimum, will focus on elements contained in Form I — Inspection Items. If the inspection finds any items unacceptable, these inspection results will be recorded and attached to this plan. If all items are deemed acceptable it is sufficient for the inspector to note only the inspection date and results on Form 11— Inspection Log. Trash Enclosures: Spill Prevention Plan and BMPs —Attachment B Page 6 5. Site Contact information Include contact information for the person or representative responsible for maintaining the spill prevention plan. Any contact information changes should be provided to the City within 14 days at the address below. Please include site address information with your update. The signature below indicates authority to submit this Spill Prevention Plan to the City of Federal Way on behalf of theme, pgQ&,,dnd business entity listed above. Signature: Name (printed): Date: August 9, 2019 Chris Viola Title: Vice President Address: 2460 West 26th Avenue, Suite 400-D, Denver, CO 80211 Phone: 720-238-4582 Fax: Email: cviola aeiconsultants com Additional/Seconds Contact: Name (printed): Address: Valerie Marshall 303-524-3401 Title: Senior Project Manager, Site Mitigation 2207 W. 190th Street, Torrance California 80504 Phone: 310-798-4255 Email vmarshall0aeiconsultants.com Fax: Please send Spill Prevention Plan (and future updates) to: City of Federal Way Public Works Attn: Water Quality Program Coordinator 33325 8th Ave South Federal Way, WA 98003-6325 Fax: (253) 835-2709 Questions or requests for clarification will be sent the contact person indicated on your draft SPP. Spill Prevention Plan and related logs shall be maintained on -site to allow reference by maintenance personnel and inspectors. QUESTIONS? Please Contact: City of Federal Way Public Works Water Quality Program Coordinator 33325 8th Ave South Federal Way, WA 98003-6325 Phone: (253) 835-2752 Trash Enclosures: spill Prevention Plan and BMPs—Attachment B Date: Form I - Inspection Items Form Completed By: Acceptable Unacceptable v n 0 Lids and Labels? Have all lids and caps been returned to their proper place? Do all the containers still have labels? 0 0 0 0 Page 7 Evidence of Spills? Is there any indication that a spill might have occurred? If so, was the spill properly cleaned up? Was there any spill kit materials used? Was the Spill Log filled out for that incident? Any housekeeping issues? Spill Kit Complete? Have any items been used from the spill kit? If items are missing, is there an associated entry in the Spill Log? g . Are there any items missing that are currently on order? Is the spill kit stored where it is supposed to be stored? Is there a sufficient supply of daily cleanup materials? Storm Drains? Is there a buildup of sediment in the drain traps? Is there any evidence of drain clogging? Are the drain filters still intact? Any need replacing? Have they been replaced? 0 0 Items Fixed? Have all deficiencies previously noted been fixed or made acceptable? List any issues, deficiencies, and resulting completed correction(s): Trash Enclosures: Spill Prevention Plan and BMPs —Attachment B Form If -Inspection Log A = Acce table U = Unacce table If any items are unacceptable, complete Form I and list details. Inspection Inspector Evidence Month Year Initials of S ills? Spill Kit Com lete? January February March April May June July August September October November December r June July August September October November December Storm Drains? Page 8 Items Fixed? Trash Enclosures; spill Prevention Plan and BMPs —Attachment B Page 9 Site Map for Trash Enclosure(s) — Spill Prevention Plan Note location of trash enclosures, floor drains, storm drains, and spill kits. • I GRADING AND STORM DRAINAGE PLAN FOR mn CONFLUENT DEVELOPMENT - FEDERAL WAY PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 10'20' Know what's below. Call before you dig. TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. 0 0 2D 4G CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON PAVBMW LE BD EXisnNG PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE EXISTING CONCRETE Wp6iVpU8 AREAS SUMMARY TOTAL SITE AREA - 35,601 SF (0.82 AC) EXISTING IMPERVIOUS SURFACE - 2S. 4 F 71.33X PROPOSED IMPERVIOUS SURFACE .1 NET NEW IMPUM $ 714 4 1 NEW + KYIACED IMP Sr 1 1 k , TJQSH ENCLOSURE AND j, APN 24,C33001 1+�,E S PILL :• 1 CH REPLlr VII-wsP sEATrLE 6 WATER PREVE -{'RIT I l I 571=2] IX CB STD GRATE TYPE I RIM EL-325 40' BtlY jr vmm 12-PVC E IE-321.30' SPEED WAIT Yti • y(Tyo 4'PVC S IE-321 55' }.r13.E 205" E% CB GRATE TYPE I 25 MF I { RIM 325.36' SCHOOL ZONE I 1 h:0 nEBAR/CAP 0 17" ' MISL 12 S IEaT20.76' } 4i1.136°.8 0 CDR 0 CDR 7' A' CCP METAL 12 W IE-32076' 1 1 Cu( y T p LCR CD�r C'- j -,a 14• FENCE • # CDR LGT 3B 50' COR ix x---..A---.= -__- - - - - -- 1 t CUM ORATE TYPE II f C •. � -}` _±1�-,- -` . •-.... ; 11Mb'•• LIGHT RIM ML 326.04' �•.i% , .,. _ f' '-` }-.i:' ` .. ` 1 B'ID CNC N IE-3211i9' 7V, IR.KA ITE , 1 -q .1 - } ENCLOSURE 12'10 CNC E IE-324.OG'I errx�-eTea�naeerTrE�u, f — II!!:•EOW�nArr.Mu 24'CMP S IE=32J.B9' SD $o yO 12'CMP W IE=324, 09' ENTER n I SO m II - ':` 0 ILY SDMH RIM p.-330.52' • I ; f -1 -' I 12'CMP N IE-326.22' 'DO f , 1 t II. \ ` 12-CMP S IE=326.17- I i !µ I .l :1 12-CM' W IE-32fi.27' ••• CB 5T0 MUTE T'P 1• y i .._.I. 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C Lr) EO 0 N s SIDEWALK RAMP GRADING DETAIL m U m0— PERM(T NO. 19-10la29—CO F APPROVED Ch O N � DATE i CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: January 22, 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: DATE - February 7, 2019 Please provide technical con=ents by February 12, 2019 FILE NUMBER(s): 19-100241-UP PROJECT NAME: Starbucks Drive -through FEDERAL WAY COMMERCIAL (UMPQUA REDEVELOPMENT) PROJECT ADDRESS: 33650 21ST AVE SW ZONING DISTRICT: BN PROJECT DESCRIPTION: Redevelopment of existing bank to office/restaurant use with revised drive -through lane, parking, landscaping and utility improvements. LAND USE PERMITS: PROJECT CONTACT: EDMINSHULL LANCE MUELLER & ASSOCIATES MATERIALS SUBMITTED: Master Application Project Narrative Building Elevation Title Report Site Photographs Queuing Analysis - Preliminary Technical Information Report Lighting Analysis Site Plans - - �k�lji�l�lhtljl�l� - jlji7 I�l;l�l i�ljl�l.illll}i II^� I ■ illEll I=I i.l.i } • I III}III FII5};1 IElIM iNI Illl y,:..I.l:I... W J W O z Q u w z C Rv! (� Ul Cz4� `l' o r Lu iL- w u� �,' r w O z Q v w z LO LU uld U W r� LJ W C `—\or) J 9 1 0 1- Lu �m a i1r L7 LuCc L L ;; ]�. Z 0 W _I W Z fi CITY OF�Y .' F Bru l y APPLICATION No(S) MCOuvtvli I I MAR 2 8 2019 TY OF FEDERAL WAY MUN Y OEVELOPMENT MASTEERLAND USE A.F:i'R lq �WF ON DIYAnTWNT OF CoAEquwrP DE"LorNBNT M325 0"' Avenuo South Federal Way, WA 98003 6325 253-835 2607; Fax 253-835 2609 zv ww.citre ffederalway.cout Date JA0 14- 19e,11 Project1N'ame eowi mmr D—m�mv*xr - y4A_ Property AddressUcation Parcel Numbers) Project Description fj�rw,VIW to PIX.M919 PRINT Type of Permit Required Aunmation Binding Site Plan $oundwy Line Adjushnent Comp Plan/Rezone Land Surfhce Modification ^LotLineElimination Preapplication Conference its Process I (Director's Approvall) I/ Process II (SlteplanReview) — Process III (ProjectApproval) Process IV (Hearing RXaminer's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA W/Project SEPA Only Shoreline: Variance/Conditional Use _ Shout Subdivision Subdivision Variance: Commercial/Residential Required Infonmation 1w7P Zoning Designation ►u t CComprehansive Plan Designation � Va;uec£BxistingiEnprovementa Z57 t',4-Ar;0 Value of Proposed Improvements Jnternational Building Code (IBC): of .1�. Occupancy Type 1 � Cans#ruefian Type Applicant Name: Address: IR& f-�dgS1A City/State: -3�LVA Zip; elom-4 Phone: lvf- -J y 2.5 5'6 Fax: -; l U 3 e5 r' + Email: VeL.woop, L•Y Q`� tMl Slgnatura: , 9,' AAv l,4AA n _ Agent (if different than Applicant) Name:oJJv Address: CitylState: Dt►+►(G� �t� Zip: Phone: ft'Z Fax: Flve"4 I)ev• GDELI Email:� Signature: i` _ Owner r Name: amp 1VaL�]l�t Address: 1 la �� ww wo i City/state: DY � kXl , D f- Zip: q-1 U Phone: Fax: r- Email: Si atur %. �, �41) 11f I ry,1, Ciuilatiir 1J003—Janua2011 Page l of l kMiandoutslMmw Land UseApp1#ca—don ,ECE1 V EU JAN 14 2019 CITY OF FEIJEfi I WAY CAMFAUNIT'Y p LOPMENT MASTER LAND USE APPLICATION DEi'AItTNMNTOFCOMti UNrLTDWELOPhIENT 33325 81� Avenuo South CITY OF Federal Way, WA 98003-6325 Federal Way 253-835 w.cit Faxcderal 35-2 609 tivww.citvoffedetr'1waY.�orn APPLICATIONNO(S) ' ICE L� / W )o Date vAkJ 4 Project Name mVNrr - = tea°` Property Address/Location 3�4Ra�b 4!}Cv -SW Parcel Number(s) G 104.,�00 ProjectAescription BSI" 11I +• "11 i'+�'NK =�'� �T�' ��f'v�vpl�n .�.r� ��cr� T��+ ,ems+ P1.i.ASr. PRINT T meh'i� 0WV 1F1A4-VMl� IWA-00il o f*T1AS 4 iW,12 AS)WP `AW444Wo IV SI VA". Type of Permit Required _ Annexation —Binding Site Plan _ Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference pe Process I (Director's Approval) 0 pf�ac�sS _ Process II (SiteplaaReview) Process III (ProjectApproval) _ 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 Zoning Designation nmpreheusive Plan Designation Valu isting Improvements Val roposed Improvements rildr�g Code (IBC): } .•�, Occupancy Type + Construction Type Applicant Name: 1. AAv6;L_LZrL Address: 1 9,r City/State: +t: 1A Zip: 61012,7- Phone: -2 • -J" 2,STS Fax: %a& 3Z % d5 q+ Email: L uOL l *A I✓ Z.+wV4��-+. , �vWl Signature: Agent (if diftrent than Applicant) Name:e/.14�tr&,�"1'"''-d*~ Address: 01- A.0 $t-o1<U-'• Ttf; 140 City/State: Dasvpl2 Gop Zip: °OP205 Phone: 308, q 191. H 2 1*2 Fax: Email: an F1�aN-F Dcv Go�ti Signature: Owner Name: amp�u�.� L Address: t b 3 � ', & LG `IDD Citymate: DI Gtill� , b Fax: J Email: l d Y Bulletin 6003 — Jenua►y 1 2011 Page 1 of 1 k.UfandoutsWlastor Land Use Application lF Site Photograph Locations Il 04 _7 rc r,-- tr 'T, 1,- Z c-� SITE PLA =@a, V RECEIVED JAN 14 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Rq _ 1 Ad INN ;E l -loft �. N :i: 1 W" 7To' (, :I8-1 rbr-t� if STARBUCKS CUB rEE COmPANY Pacific Northwest Store Development 2401 Utah Avenue South, #800 Seattle, WA 98134 City of Federal Way 33325 8th Ave. South Federal Way, WA 98003 VIA ELECTRONIC MAIL January 11, 2019 RE: Starbucks Coffee Company Store —Twin Lakes Please find attached detailed queuing calculations (Attachment A) for the proposed Starbucks location at 33650 215Y Ave. SW, Federal Way, WA 98023. Queuing analysis utilizes a Poisson queuing distribution. This methodology allows for the forecast of queuing based on random arrival pattern of vehicles. This is consistent with the arrival patterns associated with a drive -through. Data utilized in the calculations is Starbucks data collected over six months from Jan -June 2018, 7-9 AM M-F, for all US drive -through locations. This data shows an average service rate for Starbucks drive -through as 4.1 minutes. Anticipated drive -through queues are estimated to be approximately 5 vehicles, or approximately 100 feet, on average. The 951h percentile queues show that queues could reach 8 vehicles, or approximately 160 feet, during the AM peak weekday hour. During the weekday peak PM hour, the 50th and 95th percentile queues are estimated to be 2 vehicles and 5 vehicles, respectively. The proposed drive -through can accommodate the forecasted weekday AM and PM peak hour 95th percentile queues and is unlikely to impact the parking area. Regards, William Albaugh Store Development Manager RECEIVED JAN 14 2019 CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT CONFIDENTIAL Attachment A: Queuing Worksheets AM Starbucks Drive-thru Queuing Number of Service Channels (lanes) 1 Hourly Flow Rate (vph) 56 per channel Total Hourly Flow Rate 56 vehicles per hour Average Stopped Time 4:06 (mm:ss) Average Service Rate (Total) 14.6 vehicles per hour Average Vehicle Length 20 feet 50th Percentile Queue Number of Vehicles Length (ft) 5 100 95th Percentile Queue Number of Vehicles Length (ft) 8 160 Average service time based on Starbucks data provided August 2018. Trip Gen AM - IN Total 93 Drive -Through 56 Sit Down 37 Poisson Queuing - AM Peak Hour Number of Service Channels (lanes) 1 Hourly Flow Rate (vph) 56 per channel Total Hourly Flow Rate 56 vehicles per hour Average Stopped Time 4:06 (mm:ss) Average arrival rate 3.827 vehicles per stopped time Average Vehicle Length 20 feet Probability of (n) or more vehicles Vehicles 50th-Percentile 95th-Percentile in System (n) Queue Length Queue Length 0.978 0 0.978 1 0.895 2 0.735 3 0.532 4 0.337 5 5 veh 100 feet 0.188 6 0.093 7 0.041 8 8 veh 160 feet 0.017 9 0.006 10 0.002 11 0.001 12 0.000 13 0.000 14 0.000 15 0.000 16 0.000 17 0.000 18 0.000 19 0.000 20 0.000 21 0.000 22 0.000 23 0.000 24 0.000 25 41 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 following information Project Name Confluent Development - Federal Way File Number 169-100241-UP Street Address City, State Zip 33650 21 Ave SW Parcel Number (s) 930100-0020 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) Starbucks 2) MAk-in Bank/Credit Union 3) 1 NONE 4) NONE Unit of Measure sf/GFA sf/GFA N/A N/A Number of Impact Fee Rate per Preliminary Impact Unit(s) 45.75 $ 100,374.97 13.37 $ 24,193.14 $ 124,568.12 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) Drive-in Bank sf/GFA 4004 $ 26.26 $ 105,157.71 2) NONE N/A $ - $ - 3) NONE N/A $ - $ - $ 105,157.71 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 $ 124,568.12 Credit/Adjustment including Change of Use $ 105,157.71 (Fee Code 1337) Administrative Fee (3%) - 8036-1 $ 582.31 TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE 5 19,992.72 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. 19.100.075 - a tion 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. Sarady Long From: Sarady Long Sent: Friday, February 15, 2019 4:44 PM To: Leila Willoughby -Oakes Cc: Kevin Peterson Subject: Starbucks Drive-thru Leila, Please see my comments below. The Public Works traffic Division has finished its review of the submitted materials and provides the following comments. 1. It appears that the proposal will not increase gross floor area and therefore frontage improvement along 215Y Ave SW is not required per FWRC 19.135.030. 2. Per the queuing data provided by Starbucks dated January 11, 2019, the 95t" percentile queues for the AM hour is anticipated to be about 8 vehicles or 160'. The on -site drive -through storage must be designed to accommodate the expected queue length of 160'. 3. Traffic impact fee for the project 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. The estimate traffic impact fee for the change of use is $19,993. Sarady Long Senior Transportation Planning Engineer Federal Way Public Works Department 33325 8th Ave S, Federal Way, WA 98003 Desk:253.835.2743 1 Fax:253.835.2709 www.cityotfedercilwoy.com Motor Vehicle Trip Generation Data Other Modes Trip Trip Generation Generation Time Vehicle Rate ITE Trip Bicycle Total Period Trips (trips/kSF) Gen. Rate Trips Pedestrians Trips AM Peak Hour 0715-0815 157 99.97 111 0 22 179 Santa Monica PM Peak Hour of Gen 1430-1530 94 59.86 No Data 0 2 96 (1570 SF) Peak Hour of Adjacent 0745-0845 81 50.P;+ 111 0 17 178 St. Traffic AM Peak Hour 0745-0845 281 141.44 128.77 0 32 313 North PM Peak Hour of Gen 1315-1415 253 127.35 No Data 0 10 263 Hollywood* (1987 SF) Peak Hour of: djace 1600-1700 191 6.14 43 0 10 263 St. Traffic . AM Peak Hour 0800-0900 214 325.18 111 0 34 248 Los Angeles PM Peak Hour of Gen 1215-1315 171 259.84 No Data 0 9 180 (658 SF) Reak Hodur of Adjacerit 1615-1715 103 156.5 i 43 0 9 180 St, Traf#ici A.4y. tot.2 Parkino Generation Time of Peak Observation Number of Vehicles Rate (Veh/kSF) ITE Parking Demand Rate** Bicycle Parking Santa Monica 1500 11*** 7 17 0 North Hollywood* 1645 19 9.6 17 0 Los Angeles 0715 15 22.8 17 0 * Shared lot with California Credit Union ** From unpublished data *** When all parking spaces filled, drivers parked on -street and walked in, making this number for parking demand artificially low. Z,1ci 4 sr 54,vbw_k, l� ts10 r Gr '*>-jr Uv,;C 9 Form WA-5 (6/76) File No.: NCS-910891-CO Commitment Face Page %MF •r RECEIVED JAN 14 2019 'COMMITMENT FOR TITLE INSURANCE CITY OF FEDERAL WAY Issued by COMMUNITY DEVELOPMENT FIRST AMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By - Laws. This Commitment is effective as of the date shown in Schedule A as `Effective Date." First American Title Insurance Company )/ X-- K //�� ,ems -, Dennis J. G 11IT 1 u U President JOrey 8- Robinson Secrozary First American Title Insurance Company Form WA-5 (6/76) Commitment File No.:NCS-910891-CO Page No.1 First American Title Insurance Company National Commercial Services 1125 17th Street, Suite 500, Denver, CO 80202 (303)876-1112 - FAX (877)235-9185 Aaron Harris (303)876-1144 aharris@firstam.com Jef Stanton (303)876-1112 jstanton@firstam.com To: Confluent Development, LLC 2240 Blake St Ste 200 Denver, CO 80205 Attn: Robin Wiley THIRD REPORT SCHEDULE A 1. Commitment Date: November 28, 2018 at 7:30 A.M. 2. Policy or Policies to be issued: Extended Owner's Coverage Nichole Segura nsegura@firstam.com File No.: NCS-910891-CO Your Ref No.: 33653 21st Avenue Southwest AMOUNT PREMIUM TAX $1,500,000.00 $To Be Determined $To Be Determined Proposed Insured: Confluent Development LLC, a Colorado limited liability company 3. The estate or interest in the land described on Page 2 herein is Fee Simple as to Parcel A; Easement as to Parcels B and C, and title thereto is at the effective date hereof vested in: Umpqua Bank 4. The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit "A" attached hereto. First American Title Insurance Company Form WA-5 (6/76) Commitment File No.:NCS-910891-CO Page No.2 EXHIBIT 'A' LEGAL DESCRIPTION: PARCEL A: LOT 2, WES-FLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF PLATS, PAGE 43 THROUGH 45, IN KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS 60 FEET IN WIDTH LYING WITHIN LOT 1 OF WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF PLATS PAGES 43 THROUGH 45, IN KING COUNTY, WASHINGTON, SAID EASEMENT LYING SOUTH OF AND ADJACENT TO LOT 2 AS DELINEATED ON THE FACE OF SAID PLAT. PARCEL C: AN EASEMENT FOR STORM DRAINAGE CONTROL OVER TRACT A OF WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF PLATS, PAGE 43 THROUGH 45, IN KING COUNTY, WASHINGTON. First American Title Insurance Company Form WA-5 (6/76) Commitment File No.:NCS-910891-CO Page No.3 SCHEDULE B - SECTION 1 REQUIREMENTS The following are the Requirements to be complied with: Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon covered by this Commitment. FirstAmerican Title Insurance Company Form WA-5 (6/76) File No.:NCS-910891-CO Commitment Page No.4 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Federal Way is at 1.78%. Levy/Area Code: 1205 For all transactions recorded on or after July 1, 2005: • A fee of $10.00 will be charged on all exempt transactions; • A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. This item has been intentionally deleted. 3. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCIN 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450 or CapChargeEscrow@kingcounty.gov. 4. Covenants, conditions, restrictions and/or easements: Recorded: June 25, 1981 Recording No.: 8106250536 Document(s) declaring modifications thereof recorded October 12, 1983, December 03, 1987 and December 28, 1989 as Recording Nos. 8310120694, 8712030695 and 8912281544 of Official Records. 5. The terms and provisions contained in the document entitled "Agreement" recorded May 12, 1989 as Recording No. 8905120202 of Official Records. Document(s) declaring modifications thereof recorded December 28, 1990 as Recording No. 9012281466 of Official Records. 6. The terms and provisions contained in the document entitled "Agreement" recorded March 05, 1990 as Recording No. 9003051117 of Official Records. Easement, including terms and provisions contained therein: Recording Date: January 22, 1991 Recording Information: 9101220548 In Favor of: Puget Sound Power and Light Company For: Underground distribution and electric lines and appurtenances Affects: as described therein. This item has been intentionally deleted. First American Title Insurance Company Form WA-5 (6/76) Commitment File No.:NCS-910891-CO Page No.5 9. This item has been intentionally deleted. 10. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Plat of Westlake recorded as Volume 158 of Plats, Pages 43 through 45, in King County, Washington. 11. The Terms, Provisions and Easement(s) contained in the document entitled "Declaration of Reciprocal Easement Agreement" recorded November 08, 1991 as Recording No. 9111080462 of Official Records. 12. Easement, including terms and provisions contained therein: Recording Date: June 16, 1993 Recording Information: 9306160964 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Underground distribution and electric lines and appurtenances Affects: as described therein. 13. Easement, including terms and provisions contained therein: Recording Date: August 31, 1993 Recording Information: 9308310308 In Favor of: Federal Way Water and Sewer, a municipal corporation of King County, Washington For: Water facilities Affects: as described therein. 14. The terms and provisions contained in the document entitled "License to the City of Federal Way" recorded March 10, 1994 as Recording No. 9403101656 of Official Records. 15. Evidence of the authority of the individual(s) to execute the forthcoming document for Confluent Development LLC, a Colorado limited liability company, copies of the current operating agreement should be submitted prior to closing. 16. A Certificate of Good Standing from the State of Colorado for Confluent Development LLC, a Colorado limited liability company, should be submitted prior to closing. 17. Any rights, interests, or claims which may exist or arise by reason of the following facts shown on the ALTA/NSPS Land Title Survey dated July 17, 2018, prepared by Brian D. Gillooly, P.L.S., Washington Registration No. 46315, for and on behalf of Barghausen Consulting Engineers, Inc., as Job Number 20343: A. Storm drainage lines outside of a recorded easement. 18. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 19. Prior to issuance of an extended coverage policy, the Company will require an Owner's Affidavit be completed and submitted to the Company for approval prior to closing. The Company reserves the right to make any additional requirement as warranted. First American Title Insurance Company Form WA-5 (6/76) Commitment INFORMATIONAL NOTES A. General taxes for the year 2018 which have been paid. Tax Account No. 930100-0020-03 Amount: $18,453.65 Assessed Land Value: $712,000.00 Assessed Improvement Value: $544,400.00 File No.:NCS-910891-CO Page No.6 B. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. C. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. D. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot 2, Westlake, Vol. 158, Pgs. 43-45 APN: 930100-0020-03 E. According to the application for title insurance, title is to vest in Confluent Development LLC, a Colorado limited liability company. Examination of the records discloses no matters pending against said party(ies). F. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B FirstAmerican Tit/e Insurance Company File No.:NCS-910891-CO Page No.7 Form WA-5 (6/76) Commitment h11E'�{i c FirstAmerican Title Insurance Company National commercial Services COMMITMENT Conditions and Stipulations 1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of Policy or Policies committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. FirstAmencan Title Insurance Company Form WA-5 (6/76) File No.:NCS-910891-CO Commitment Page No.8 The First American Corporation FirstAmerican Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal or financial Information. We agree that you have a right to know how we will utilize the personal Information you provide to us. Therefore, together with our parent company, The First Amerlcan Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. FIrst American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and• • Information we receive from a consumer reporting agency. Use of Information we request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, Including the period after which any customer relationship has ceased. Such Information may be used far any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies Include financial service providers, such as title Insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved In real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial Institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your Information. We restrict access to nonpublic personal Information about you to those Individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibiy and In accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved First American Title Insurance Company SPEED g,,, LIMIT 5 MPH SCHOOL ZONE LOT UGIT II 39' o 09' ! 17 I I` ! '-I I a �2 4y L I II GAS �~~ n � I o AL E (J J; I, , , I I N I -40 �,; 10 -O r 16'I 0. I-125'-0"t e.� WATER ; • I II I STOP vAL` E ~ SIGN �� I 1 I RIGHT SPEED' ° TURN LIMIT ONLY @ 35 MPH(14 I SPEED LIMIT i I 25 MPH ET I SCHOOL ZONE I ) ; I I , dOIS 8 0 = RAILING I � � • �-- � � I �'��\ " � .TENANT I I I I L w.. N TABLES & CHAIRS R T t: t IR IAA 9'-0`'� V E (4,J1111 g . C I 1 _ 5c 4 I� I .�� ..� N� I O OLE WATER i I � 'SALVE D L— � ( iL -'-------- THICKENET,..._f I I IEDGE ER t IALVE GRATE TYPE: II � i i CS STD kAT E TYPE I ; � _ _-____---- -- _ EI 32 7.20' a ... _ €, R,Mj EL °�27.04 ; �. P =2 ®� y N IE=323>00` 12`SCNG IE 324.31 t =322.90' -- ----- — I TELEPHONE € PBER OPTIC PAINT UNEi C3 L %H 48" I RIM EL=352 11" a?tC 9 /w SIGNAL $N t� OOP }g SPEED LIMIT 25MPH if I SCHOOL ZONE I I t SPEED SITE PLAN SCALE: 1 " = 20'-0" L attitude Condo;-,i , u -. € .� henna r> 7;1 a Pad 3 S1TELn 01 0 i '14 ea co CV �a VICINITY MAP %N N.T.S. KIM 10AO S N IE== 319.72' 12"Ai S SE 111=319,57' 12"A S: W lE=3 9.6«g' 0 10 20 40 GO MMn 1CnT TCA►/ utvLLurLK Rum I; CONFLUENT DEVELOPMENT 2240 BLAKE STREET SUITE 200 DENVER, CO 80205 303-573-6500 GREG MEETER GMEETER®CON FLU ENTDEV.COM ARCHITECT: LANCE MUELLER & ASSOC 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 206-325-2553 LANCE MUELLER LMUELLER®LMUELLER.COM SURVEYOR BARGHAUSEN 18215 72ND AVE SOUTH KENT, WA 98032 425-251-6222 DAN BALMELLI DBALMELLI®BARGHAUSEN.COM %OIVI" BARGHAUSEN 18215 72ND AVE SOUTH KENT, WA 98032 425-251-6222 DAN BALMELLI DBALMELLI®BARGHAUSEN.COM LANDSCAPE ARCHITECT MAIN STREET DESIGN 9402 TIDAL COURT BAINBRIDGE ISLAND, WA 98110 206-842-7886 KEN LONEY MAIN-STREET®EARTHLINK. NET CEI STD GRATE `TYPE I RIM EL=325.36' 12"PVC S IE=320.76' 12"PVC W IE=320.76' x TRASH ENCLOSURE APN, 9301 PPEU MEYER S DMH RIM PVC N 12"PVC, S 12"C Ps E EL=32a19' IE=320.59' !E=320.59' IE=320>69' I 14" dI PP-� CULVERT 12"P`C 1 IRRIGATION VALVE P u� all \� ta��i��6r3,e�esbia�rlyd. -- in Im in Jim n■ P ni ii man, 10 In in molu ni ) Bill MEN CB STD GRATE TYPE i RIM EL=324.60' ' 12"P C N IE=320.8 ' , I 1 "PVC W IE=320.80' 12 IPA I I SS H RIM EL=324.96' I 6"P C SW IE=315.98' I I '$ BAP` C NE IE=3 5;5T' ° .g$ SW 339TH ST PL i3"PVC W IE=315.96' / ------------------------ .. I 1 ! SITE PLAN NOTES: 1 5 PANEL MENU BOARD 2 ORDER POINT AT 7TH CAR 3 PRE -MENU 4 CLEARANCE BAR 5Q EXISTING TRASH ENCLOSURE. LIDDED DUMPSTE AND RECYCLE CONTAINERS REQUIRED. 8 DIRECTIONAL PAVEMENT MARKERS FOR DT LANE DIRECTIONAL SIGNAGE 8 STOP SIGN & PROCEED WITH CAUTION SIGN 9 STOP BAR PAVEMENT MARKER id EXISTING CURB TO BE DEMOLISHED 1i CONCRETE WALK 12 EXISTING FIRE HYDRANT 1 3 BOLLARD 14 YELLOW SITE STRIPING TO INDICATE CAUTION 15 DT WINDOW 6 EXISTING SITE LIGHTING I RELOCATED SITE LIGHT 18 TRASH RECEPTACLE - 4 LOCATIONS i9 DETECTABLE WARNING TRUNCATED DOMES o BENCH i FIRE DEPARTMENT LOCK BOX - VERIFY LOCATII SCALE: 1" = 50'-0" EXISTING AREAS SITE AREA - 35,601 S.F. BUILDING FOOTPRINT - 4,447 S.F. (12.49%) 0 IMPERVIOUS PAVING - 18,985 S.F. (53.33%) IMPERVIOUS SIDEWALK - 1,962 S.F. (5.51%) LANDSCAPE - 10,207 S.F. (28.67%) SHEET LEGEND 1. EXISTING (SCREENED) 2. NEW CONSTRUCTION (DARK) 3. ACCESSIBLE ROUTE 4. PROPERTY LINE CODE NOTES INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, INCLUDING APPENDICES E AND J WASHINGTON STATE AMENDMENTS, WAC 51-50 AND RCW 19.27 & 70.92 ACCESSIBILITY CODE ICC/ANSI A117.1-2009 INTERNATIONAL MECHANICAL CODE (IMC), 2015 EDITION WASHINGTON STATE AMENDMENTS, WAC 51-52 AND RCW 19.27 INTERNATIONAL FIRE CODE (IFC), 2015 EDITION, INCLUDING APPENDICES B, C, E, F, AND I WASHINGTON STATE AMENDMENTS, WAC 51-54A AND RCW 19.27 INTERNATIONAL EXISTING BUILDING CODE (IEBC, 2015 EDITION INTERNATIONAL FUEL & GAS CODE (IFGC), 2015 EDITION INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2015 EDITION WASHINGTON STATE AMENDMENTS, WAC 51-11 R & 51-11 C AND RCW 19.27 WASHINGTON STATE ENERGY CODE (WSEC), 2015 EDITION NATIONAL ELECTRICAL CODE (NEC), 2014 EDITION WASHINGTON STATE AMENDMENTS, WAC 296-43, 296-45 & 296-468 AND RCW 19.28 UNIFORM PLUMBING CODE (UPC), 2015 EDITION, EXCLUDING CHAPTERS 12 AND 15 WASHINGTON STATE AMENDMENTS, WAC 51-56 AND RCW 19.27 FEDERAL WAY REVISED CODE AMENDMENTS SITE ADDRESS: 33650 21 ST AVE SW FEDERAL WAY, WA 98023 PARCEL NOS.: 9301000020 ZONING: BN NEIGHBORHOOD BUSINESS SITE AREA: 0.817 ACRES (35,601 SF) CONSTRUCTION TYPE: VB USE: A-2 COFFEE SHOP = 2,194 SF B OFFICE = 1,810 SF BUILDING AREA: 4,447 SF (FOOTPRINT) PROPOSED AREAS 4,004 SF (GROSS) SITE AREA - 35,601 S.F. SETBACKS: EXISTING & UNCHANGED 0 BUILDING FOOTPRINT - 4,447 S.F. (12.49%) IMPERVIOUS PAVING - 20,113 S.F. (56.5%) PARKING REQUIREMENTS: IMPERVIOUS SIDEWALK - 3,905 S.F. (10.97%) EXISTING PARKING: LANDSCAPE - 7,136 S.F. (20.04%) HC STALLS - 8'X18' 1 STANDARD STALLS - 9'X18' 19 TOTAL STALLS - 20 I REVISE"' PARKING: I - r HC STALLS - 8'X18' STANDARD STALLS - 9'X18' , COMPACT STALLS - 8'X15' TOTAL STALLS �p TOTAL 'STALLS REQ: FBI Nam ni 9/ FlIx ui F N■ N no n2 j oil Na ��j ■N■ j I I I i ' ® SITE NEW OR REPLACED IMPERVIOUS - 4,960 S.F. NEW OR REPLACED IMPER SCALE: 1 " = 50'-0" 29 8 39 = OK 34 TOTAL PERVIOUS AREA/LANDSCAPE: PER SHEET Al TOTAL IMPERVIOUS AREA: PER SHEET Al NEW PERVIOUS AREA/LANDSCAPE: PER SHEET Al EXISTING LANDSCAPING TO REMAIN: PER SHEET Al EXISTING LANDSCAPE REMOVED: PER SHEET Al NEW/REPLACED PAVEMENT: PER SHEET Al VIOUS PLAN ilji' lip , aiiii;` . �' 1 PLANNING City of Federal Way Dept. of CommunitDevelopment Permit # aDAS R BRESUBMITTED Date MAR 2 8 2019 CrN OF 1 FtAf Ay 7�Nn Doti OPMENT 1 Al - SITE PLAN AND GENERAL NOTES �(/ A3 -EXTERIOR ELEVATIONS C1 OF 10 - COVER SHEET Y l� / C2 OF 10 - EXISTING CONDITIONS AND DEMOLITION LAN jG4"% Gfij / C3 OF 10 - PRELIMINARY TESC PLAN C4 OF 10 - TESC NOTES AND DETAILS C5 0F 10 - PRELIMINARY GRADING AND STORM DRA�IE PLAN C6 OF 10 - PRELIMINARY OFF -SITE IMPROVEMENTS pla �� C7 OF 10 - PRELIMINARY WATER AND SEWER PLAN C8 OF 10 - CONSTRUCTION NOTES AND DETAILS C9 OF 10 - CONSTRUCTION NOTES AND DETAILS C10 OF 10 - BOUNDARY AND TOPOGRAPHIC SURVEY L-1 - PRELIMINARY LANDSCAPE PLAN ale d �u 1_1A rnrnoo N N S. rn �Q W I= MM oNo CnNZ Ww: U OOW U J o N OfOfcr_ a. a_ a P 6 �0 N L° � U J rn I N I R 7 Q M-z o Ix w LLJ ~ Xz �o V) C9 __ 3 WOf Q O w co rn N z Q g N ❑ z Q W 0 J Q W � Li > 0 W W ❑ Z > LiJ'71 Q ❑ J LL N z ❑ In ❑ ko L1 cyl Q � W In N n ur, Lh N N W � Q m to N ❑ ❑ • ZUJ N In Q co ON � Q � 3 Q/ C� U L J W Q Z W WN W J U ,J In N W o -F_ w Z � z `r' Q W W L1U ZW Q Z Q � J ❑ _ Q nJ 1.1� sheet W - A 1 Z\_ CInAIAnC I IAInFE) CVICTIKIn Cl/VI In LIT . EVAT BUILDING WALL LENGTH = 73.25' COMBINED CANOPY LENGTH = 39' > 50% 7VIC171kin (,I/VI In] IT NEW CANOPY 10,11111111� 0 4 8 16 32 BUILDING WALL IS LESS THAN 60' WIDE ZL IF RTU IS MOVED RIBBED METAL ROOFING/ SIDING TO MATCH EXISTING METAL ROOFING OPEN G.I. FRAMES ON ROOFED -IN SLEEPERS r- EXISTING BRICK VENEER . .,. A. EXISTING CMU BASE BUILDING WALL IS LESS THAN 60' WIDE NEW CANOPY APPROVED PLANNING City. of Federal Way Dept. of Community Development Permit #__ By - Date rnrnCO N .- N n r- r Fes-- Z W J 1¢- M :2 O _ M :2 � �- d A r U)UQ V)V) IJ O w O J LLJ p Ir IZ > L p C W N O o co r W @ � ;� U °� J I o 04 I p a Q _R3 I- U H ~ z � wZ :_ W <� UJ 3 to M W 0 ZQ N [r] N ❑ z 0) Q CL Q ❑ J J Q W � W i 0 W W LL z W W Q J W N z ❑ Ln ❑ k0 L3 [Y7 QLn Ln W cq N �— — I.n QN U Q l0 N co N UJ m Q(IN E° 3 w uJ [] -� z a ❑ W W� _ J • J �o C9 Q W N >ZI] W Win J I • W W W LL z W Q ❑ Q J 0 J Q W sheet 3 W Know what's below. Call before you dig. GENERAL SITE NOTES 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS INC.. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. LEGEND: SURVEY MONUMENT PROPOSED TYPE II CATCH BASIN O © PROPOSED TYPE I CATCH BASIN EX. POWER VAULT PROPOSED STORM DRAIN FLOW ARROW EX. LUMINAIRE (LUM.) �� PROPOSED STORM DRAINAGE LINE EX. LOT LIGHT PROPOSED TRENCH DRAIN EX. POWER POLE -o- PROPOSED SANITARY SEWER LINE EX. JUNCTION BOX ® PROPOSED SANITARY SEWER CLEANOUT EX. CATCH BASIN (CB) ❑ PROPOSED WATERMAIN W EX. CATCH BASIN (CB) TYPE 2 O PROPOSED FIRE HYDRANT ++ EX. SANITARY SEWER MANHOLE (SSMH) PROPOSED WATER VALVE —®�-- EX. GAS METER 0 PROPOSED CONCRETE BLOCKING - tr EX. GAS VALVE P PROPOSED BEND F` X-ry -�A �?t EX. WATER VALVE (WV) � PROPOSED SPOT ELEVATIONS 1 00.0 EX. FIRE HYDRANT (FH) o EXISTING SPOT ELEVATIONS ^oo• MAIL BOX " EX. WATER METER EB PROPOSED CONTOURS------100 ------ COVER SHEET FOR CONFLUENT DEVELOPMENT - FEDERAL WAY PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON 1 v C= 7�— - r SW 339TH € -- _-_�- ---a - -- --a - -,�- _- — `........ . 4. � t € A t INDEX TO SHEETS: C1 OF 10 COVER SHEET C2 OF 10 DEMOLITION PLAN C3 OF 10 PRELIMINARY TESC PLAN C4 OF 10 TESC NOTES AND DETAILS C5 OF 10 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C6 OF 10 PRELIMINARY OFF -SITE IMPROVEMENT PLAN C7 OF 10 PRELIMINARY WATER AND SEWER PLAN C8 OF 10 CONSTRUCTION NOTES AND DETAILS C9 OF 10 CONSTRUCTION NOTES AND DETAILS C10 OF 10 BOUNDARY AND TOPOGRAPHIC SURVEY UT1m CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. -- X CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVED PLANNING City of Federal Way Dept. of Community Development Permit #_-ZO-61—ap By J Date P^ 9 •JdQ �_ OWNER UMPQUA BANK CONTACT: KELLY YOUNG ADDRESS: 707 W MAIN, SUITE 450 SPOKANE, WA 99201 PHONE: (509) 842-9058 AGENVDEVELOPER CONFLUENT DEVELOPMENT CONTACT: GREG MEETER ADDRESS: 2240 BLAKE STREET, SUITE 200 DENVER, CO 80205 PHONE: (303) 573-6500 ARCHITMCT LANCE MUELLER & ASSOCIATES CONTACT: LANCE MUELLER ADDRESS: 130 LAKESIDE AVENUE, SUITE 250 SEATTLE, WA 98122 PHONE: (206) 325-2553 SW 336TH ST SW CAMPUS DR N 3 W Q N W Q _ N SITE SW 337TH PL SW 339TH ST N SW 338TH ST Q N SW 339TH ST v VICNTY MAP NTS LEGAL DESCRIPTION PARCEL A: LOT 2, WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF PLATS PAGE 43 THROUGH 45, IN KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS 60 FEET IN WIDTH LYING WITHIN LOT 1 OF WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF PLATS, 'PAGES 43 THROUGH 45, IN KING COUNTY, WASHINGTON, SAID EASEMENT LYING SOUTH OF AND ADJACENT TO LOT 2 AS DELINEATED ON THE FACE OF SAID PLAT. HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/29. NORTH 10'17'28" EAST, AS MEASURED BETWEEN CITY OF FEDERAL WAY HORIZONTAL MONUMENTS FW123 AND FW102. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD 1929. CITY OF FEDERAL WAY VERTICAL MONUMENT FW123, BEING THE TOP OF A FOUND CONCRETE MONUMENT W/ A LEAD & TACK DOWN 0.8'FROM THE TOP OF A MONUMENT CASE AT THE INTERSECTION OF 21 ST AVENUE SW & SW CAMPUS DRIVE. LOT AREA 35,601 +/- S.F. (0.817AC +/-) ADDRESS 33650 21ST AVE SW FEDERAL WAY, WA 98023 TAX PARCEL NUMBER 9301000020 REFERENCE SURVEYS: WESTLAKE, VOLUME 158, PAGES 43-45 DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 5, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY OF 2018. TITLE INSURANCE: ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-910891-CO, DATED MAY 31, 2018 AT 7:30AM, INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET. • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS, WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). NO EVIDENCE OF RECENT EARTH MOVING WORK WAS OBSERVED AT THE TIME OF THIS SURVEY. 15 STANDARD PARKING STALLS 1 HANDICAP PARKING STALL FLOOD INFORMATION: FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No.53033C125OF OF PANEL 1250 OF 1725, DATED MAY 16,1995. THE SUBJECT PROPERTY IS IN ZONE X. ZONING INFORMATION: NO ZONING REPORT PROVIDED BARGHAUSEN CONSULTING ENGINEERS CONTACT: COSTA PHILIPPIDES, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR BARGHAUSEN CONSULTING ENGINEERS CONTACT: BRIAN GILLOOLY, P.L.S. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 PERMIT NO. XX—XXXXXX—XX 0 U) 0 a Y U m 6 z LL O IL m °v W W r= V♦ W Q _j Q W 0 ILL z W N ^2 ILL.. CL 00 LL J W W z W D ___) ILL z 0 U ~ O Z N W CW G � W � O O U)) N W „O 00 W W w2W0 W � W W U) W W Z (D W J � Q Z W LLUmO Z U N N -K. 844 N pF WAS A, o N Z 5672 O �� F GI STc, NA L 3/26/2019 v C N 0 N z11 :E M: a c0 N Y v+ 0 o '� 0 0 U Q 0 o C v � to L y ._ O O>t V) z C > p a C a00N N iv ��N �� i �3:LO �N o L C L0 +-i N, M O N cLn m U r° � 3 0 0 N / a O00 a M -0 (� 0 o � U)° APPROVED O a N n r V 0 o N DATE Know what's below. Call before you dig. PRELIMINARY OFF -SITE IMPROVEMENT PLAN FOR CONFLUENT DEVELOPMENT - FEDERAL WAY PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON i I 1 APN. 241039001 CIS REALTY VII—WSP I SEATTLE 8' WATER TELEPHONE I ; I RISER(2) EX CB STD GRATE TYPE 1 ' WAT R °. IRRIGATION CONTROL RIM EL= 325,40' i IAL_ , BOX & WATER 12"PVC E 1E=321.30' SPEED i I IT i EX CB STD GRATE TY' ,3 f _--- METER s 1E=1. S4CDR ''"5.83' MPH SCt- O ZONE i f M , j , F"ND REBAR/CAP 22i4 1 C1'a 17=4 I 1 C. RIM EL=325,364 1044 12`aPVC S IE=320.76' LS33658 _ GDR 1 C38 CDR 1 O" 15" METAL CDR 15 CDR CDR GDR CDR CDR 18" _ � � FENCE 124aPVC W IE=32CI,76' AINL EEP r / — CDR 36'I 0' I 4 — 4 > '. � p � � OR LOT I t �' % POWER I t � 1 r �x x--------. _. LIGHT � � � 4ADJUST VAULT LD TO BDCWALK VAt LT t t — — — CD STD GRATE TYPE 11 I 14' u I A d 1 �� i �- 32t� f t1 ti LOT i ---------------- BFYATiON AND APPLY LID MATH i Vr"CONC �.� �,� � LIGHT � ,� 1 RIM EL=328,39' , NON -SUP TfiEAT�116�tT TO LD I r IDOX _CN� 18' ID GNC N 1E=323,99` TO 1�18 ADA REOI tTS LOT # _ ww_ TRASH 12"1D CNC E IE=324.09a I I i I DOWER LIGHT i box ENCLOSURE 'CABINET 326J ME 24"CMP S IE=323,89' ABLE � 12a`CMP W IE=324.0 I 1 W/ CON 1 SD SD z� ' Slj, —_. S i i r 3C19 ME 1 %r % MARK � SC 26._. SD _ SD I325.49 r G) ! 32 .Ci7� {{ .�........�._.__ ._...._...:".._..._...�. �.,.._.._... t i m ENTER 1SER 326.96 3 26.36 a ONLY SDMFI RIM EL —330.57' SIGMA , I 32S 9 o �. i 12'CMP N IE=326,22' 80 I I POWER pA' G GATE I SIGN 12 C P S IE=326A 7' 12`CMP W IE=326,27' /rr I I eF — i 26,22 M 327. iCi 327,OC7 EX SDCO _.;' r t CB STD GRATE = TYI E 1 � i t VAULT i(7 �, c nfarccx ec c I I I = 32 .7 ME a of 38 eta .aw r^ Irv- ^x rx r. i 8"PVC SIE=315.87 8"PVC NEE IE=315.7` / 81'PVC W 1E=315.98- i ' S Ss S SsSS I 15' SEWER EASEMENT SS SS i EIDER OPTIC. c BA �£ VOL.158, PG.43-45 w. PAINT LINEC 4s S / SSMH 48" /— CB STD GRATE o I RIM EL=. 14 SW 3 3 9 TH RIML=22.83 8"PVC E IE=316a,9 I z 12"ADS S IE 32` , Girl - STOP BAR --------=----------.-- ------ ----- ----- ------ --- - .. �.-------- ------ -------------- `- ----- ------------------- ------------------ W ,.y . _ a k / �... ' �. a kk • "q a. ._..,.. SIGN/AL '�v p 0 0 0 0 p, 011, SPEED LIMIT -� � , SD 25 MPH J t SCHOOL ZONE ; � 1; �° CB STD GRATE TYPE _ 88 , RIM EL=322.92' I j I I ;i j t , 12 ADS tea IE=319.72` ' �bTCPI SPEED — , i I I , I 12"ADS SE IE=319.57 GAF ` STI' �` LIMIT 12"ADS W IE=319.67' SIGN 35 MPH �, � � � I � I I Q W m w W 0 O W ILL a: a , 2 z W W 11= z � � I II O O � a" � w O > � W 0 _ L: n. 0. Q Z v � C c WY � m W U_ o o— O � U o z APPROVED PLANNING City of Federal Way Dept. of Community Development Permit # UO — By :3 I — ,14 Date ---- CWA 11 M Iq PERMIT NO. XX—XXXXXX—XX O LL ~ O z NW W I-Q W ::) O O U) N J W W W co W W O W O ry Lu F— C/) ry W z W J O v Q z W LL U m 0 z O � U N N y_ K• B WAS � r5672 � 01STE��' �`� 14A L ENG\ 19 0 m 0 N U II N fn 0 r � YI 0 (� N C Y C Im 0 U Q v vI L O p� z U L WC O M � C QOON 'n U) r o Lr) is O N N COU °0y� M CD z cy) o C) 0 - N APPROVED .o N v=i U CD o o N i DATE b: FLUSH POUTER VAULT W/ CONC OPOWER CABINET W/ CONC REMOVE ALL EXISTING COTONEA5TER REMOVE AL-6— EXISTING LAWN EXISTING CHAINLINK FENC 22" 10" CDR 10 CDR CDR 10" CDR Ill. 1511 CDR 15" CDR CDR V. gll CDR CDR 10" 9" CDR Jolt CDR CDR 14" CDR r NEW CONC. WALK • / / oo Nor 165 SF I l — TYPE III LANDSCAPE I / I — all CHl3 ) ISED WALK Olt TYPE IV L4 1)6CAPE TENANT A TENANT B COFFEE SHOP OFFICE r 1 REMOVE EXISTING SHRUBS REMOVE 4 DE D J SHRUBS, REPL CE < i WITP VIBURNUM � � REMOVE L_ EXISTING 5HRU55 TYPE IV LANDSC PE ( - 8" DEC 12" MPL 62 eF 6 -EXISTING LAWN TO REMAIN uuu-nuuuuuu r `- r — , 259 SF • w L / 4 , W2 - OR E .) 6 KE R K �j � dOlS 95 SF EXISTING COTON ASTER / TO REMAIN. REMOVE DEAD SHRUBS. 325 5F EXISTING COTONEA5TER 5 TO REMAIN. REMOVE DEAD 5HRU56. HYDRANT 5c ® 5 SIGN� 145 DEC ®EB REMOVE ALL EXISTING SHRUBS AND COTONEA6TER 8„ a' all DEC DEC � DEC 5U1 339TN ST. TYPE III LANDSCAPE REMOVE ALL EXISTING VIBURNUM, PIERI6 AND COTONEASTER j EXISTING TREE REPLACEMENT ( 1 EXISTING TREES TO BE REMOVED- WITH CALIPER SIZE CDR = CEDAR CH = CHERRY JM = JAPENESE MAPLE / EXISTING TREES TO BE REMOVED- WITH CALIPER SIZE CDR = CEDAR CH = CHERRY JM = J,4PENESE MAPLE MPL = MAPLE TREE UNITS REQUIRED ......... 20 UNITS PER ACRE X -all ACRES = Iro UNITS TREE UNITS PROVIDED .......... 15 a 5" = 15 UNITS 14 �o"-12"X 1.5 = 21 UNITS 3 12"-18"X2 = to UNITS 1 IS"-24" X 2.5= 2.5 UNITS 44.5 UNITS PROVIDED EXISTING TREES REMOVED: 1"-ro" .I TREES REMOVED = I TREE UNITS O'l-12"........... 5 TREES REMOVED = -1.5 TREE UNITS 0.5 REPLACEMENT TREE UNITS REQUIRED NEW / REPLACEMENT TREES: 4 MEDIUM CANOPY TREES.......................4 TREE UNITS 10 SMALL CANOPY TREES.......................5 TREE UNITS J REPLACEMENT UNITS PROVIDED INTERIOR PARKING LANDSCAPING NUMBER OF PARKINrz 5P,4CE5 ...............1.............3e REQUIRED LANDSCAPING 35 X 20sf......... -100 sf LANDSCAPE AREA PROVIDED..........................1,2ro1 6f 210 SF V % I EXISTING PIE AND COTON TO REMAIN. LAND,5CAFE PLAN SCALE. 1"=20' Fu--I---j NORTI4 0 10' 20' 40, / TRASH ENCLOSURE / REMOVE / EXISTING SHRUBS TYPE LANDSCAPE »I .. 2" rnulch (�,'ompacted top,50il u—i1=11=v4at6r thoroughl IL .11=11 11=11_ ............ Il 11=11=11= fertilize, ce ro(• . 1L=11=11= Flortire• - Il�ll---------- twice 51zo of • boll SHRUB PLANTING DETAIL No Scale, Plants .o .o Planting bed with 2" mulch Ec�ua I :o 1/2 spacing I I distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing P T LIST �'M L 50T,4NICAL / COMMON QUANTIT'T&IZE SPAGING CONDITION er brubrum 'flied Sunset' / d Sunset Maple 4 2" Caliper per plan 545 Fy e calleryana 'Chanticleer' / 15 2" Caliper per plan B$B Ch nticleer Flowering Pear urnun Tinue 'Spring Bouquet' / 30 5 gallon per plan full 4 bushy Spring Bouquet Viburnum Nandina domestica 'Moon Bay / 28 2 gallon 3' o.c. full $ bushy Moon Bay a -lea ven ly Bamboo • Skimmia japonica / 22 2 gallon 3' o.c. full 4 bushy Japanese Skimmia Prunua L. 'Otto Luyken' 21'' min. 3' C.c. full $ bushy Otto Luyken Laurel ® Thuja O. 'Emerald Green' / 14 (' min. per plan B$g Emerald green arborvitae O Buxue 'Winter C:;em'/ 25 2.ga I Ion 2.5' o.c. full bushy Winter Gem Boxwood Erica Carnea Pink Spangles / 130 1 gallon 2' o.c. full bushy Nea Cher V11101111701 Arctostaphylos uva-urei / 4" pots 24" o.c. full kinnickinnik Seeded lawn - match existing I Existing shrubs to remain 0 Existing trees to remain NOTES I. Subgrades, including berms, to within I 1/10th foot provided c, General Contractor unless otherwise noted. 2. Subgrode shall be scarified or rototilled if conditions reopire. 5. 4" depth 5-way topsoil or equal in all new planting areas. G 2" depth fine grade bark mulch in all new and existing planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. -l. All mass plantings shall have triangular spacing. a. All tree pits shall be inspected to insure proper drainage. q. Positive drainage shall be maintained. Mound planting areas minimum 6". SITE PLAiN t;reKOVAL 10. Landscape Contractor shall maintain site until final inspection and PernutNumber: ' " ZQ-U� acceptance by Owner. A,pproved'By 2" lad epole inc tr etakc�8 londrivet into undisturbed grou Stain brown Water basin with L Planting pit twice size o Undisturbed suit TREE PLANTING DETAIL No Scale prune diseased and Broken branches Choinlock" or equal tree tie material 0" �lidth); nail or staple tree tie to hold vertically, loop each tie around half tree oose I y to provide I" Black for trunk growth )nlazed planting pit �u ace /2 topsoil, 1/2 native soil, later thoroughly, fertilize Bate: cotpm pts: i ,naQ. caw, t cfi't c� � cecl -�- Co1rt�C�lor�S � � QIn�rIC�U Note: O'mdiw2 I. installation includesremoval of stakes one year after installation. �Sart" • 2. ?adjust tree ties during establishment to allow for growth.l STATE OF WASHINGTON REGISTERED LA 7APE ARCHITECT (LMJAA KEN LONEY CERTIFICATE No. 63 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 9402 Tidal Court (206) 842-7886 Bainbridge Is., WA 98110 6� m 0 Z 0 W � q o CIL L W N 0 o -A V m C, U 6� cn w ��' 1.' J N mO W Z V � Q W 0. O J J Q W W i 0 W W LL Z uJ Z❑ _> W LJ Q \Q J 0 Z �- LL N W 3 M NCB W Q Ln In �- Q — N Ln N cn v o N 0 rrnn uJ N N N QON F- � 3 �S L] J -J Q W W� J W o Ln N W rn —!l W v W W In LLI Z �< W Q0 -J Qm CD sheet Know what's below. Call before you dig. PRELIMINARY WATER AND SEWER PLAN FOR CONFLUENT DEVELOPMENT - FEDERAL WAY PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON I I i I \ I I � 8" WATER I-� I EX CB STD GRATE TYPE I ° WATER i RIM EL=325.40' VALV I IRRIGATION CONTROL 12„PVC E IE=321 30' I , BOX & WATER i 2 ....-d-n. W -W. 0 METER 4"PVC S 1E=3 1.55' _ EX CB STD GRATE" TYPE I I 1 ; RIM EL=325.36' _ 12"PVC S iE=320.76' 12"PVC W iE=320.76' ---�' x ~ X Y X q i i Ld I $ a If / It7 27 ! I4 g - - - - - - - - - - - -- CB STD GRATE TYPE II I Q a t > f -f RIM EL=328.3' I I l s , `✓ �� " (0i€- _------------ 18"ID CNC N IE=323.99' N - _ 12"ID CNC E IE=24.09' e ' I I t 3 PVC S 24"CMP S IE=323.89 i d i I w LF 4 SD 12"CMP W IE-324.09' I , I p SD SD `� S ®2.00% _. SD SD SDMH RIM EL=330.57' , 12"CMP N IE=326.22' I 12"CMP S IE =326.17' , I I G} I 12'CMP W IE=326.27 to ; CB STD GRATE TYPE I ; �.... PROP08ED MEI4CEPTOR EX SD 0 12"CMP E IE=326,D7' AIM EL=328,3 I ; w " TOP 12" VERT EL=328.27' 1 "ID CNC (SIZE TO BE DETERMINED) IE=324.8 '� -w I i f m 4 LF 4 PVC SS -, POWER EAS MENT ® 2.00 � � `--'------~ 10' HYDRANT 1 I--" - REC#910122054 & O ;EX SSCO SS . EX SDMH RIM EL=325 19' REC#930616096 4 LF 4" PVC SS PVC N IE=320.`>9' G ( ) ® 2.00% EX SGCG 1» I I > i C ASBUILT LOCATI N 2„PVC S IE= 9' CB STD GRATE TYPE I EX 4" SS @ 1 �' 3�� ^w RIM EL=28.55' I I 12.0% MIN _ 12"CMP E IE 320 59' 12CMP N IE=326.40 12gCMP W IE=326.50' ° ;` I WATER �^IV� '' I I VJ 1 e cn i VALVE �' WATER T W ` V VAULT I WATER { \ VALVE ° c� LF 1F Y WATER I ti -,> CULVERT 1 I SD 41 � I y „ t LIJ EX SDCO to _4DC:.SDCO IRRIGATION x I 1 op �r a j I 325 VALVE EXtSiING I STORM 1 �He �� i Z I `� POND ' I `� jJjj ' I #tjy a d0S EX SD O € n. T DoIuESTIC IIIETFfi EXISTNct � `\' i '� -EX CB STD R� E TYPE I �\ TO SE USED FOR FFAGATM �' HYDRANT © RIM EL=324:60' 12"PVC N IE=32 �.80' u� FFK3ATION INETEIi \ �' "' i 12"PVC W !E=320.80' USED SIB SO SD co ~` S _ / IRf�IGATI N "' E CIS STD GRATE TY �. I �M S `-"` f �� I ' VA VE ) - IM EL=325Z9' { I 1 �/'f G) EXISTING cn G G s� 12"PVC E=21.44' P�°� HYDRANT �' / WATER I { G� // ; 1 VALVE ; \\ •' � ° t/ 1 � - EX SSMH RIM EL=324.96' 15' ATERL NE EMENT 8"PVC SW IE=315.98' W ; I REC 9308 08 l \ 8"PVC NE IE=315.87' / € \\\ ." ♦ W t W W - 1 �I 8"PVC W IE=315.98' EX 6" WAT R W •_ t / EX C8 STD GRATE TYPE II X CB STD GRATE TY'E ,1+GATER l �-'" T- e- WATER �! RIM EL=327.20' 1 RIM EL=32 .04 I ; METE R(2)��_�� EGA ------ 12"CNC W iE32 31 ; ",.,-TION VALVE , VALVE -_ 24"CMP N IE=32 .00' d3 I `--'---------------------'--------------------------------�- - 1 \ 24'CMP S IE=322.90' 1 ' 12"CMP W IE=323.00' I j ' \ ---- ✓ ✓` _ / I D I ; 'IRRIGA 0E SD �- 1 S SS S� SS 15' SEWER EASEMENT SS SS SS / 1 I VOL.158 PG.43-45 EX 8" SS / Ia IE=316.14f (ADULATED) SSMH 48" I w 1 ; RIM EL=327.11' 101 S CB STD GRATE 'i�E I 8"PVC E IE=316.9 �Nl 3 3 9 T ST RIM EL=322.83' .� I I ,� 12 ADS S IE=320.00' I N I � •- I ------------ ------- ---------------------- --------- - LLI \ F Sig. i JI CB STD GRATE TYPE I 'i I I RIM EL=322.92' ' I 12"ADS N IE=319.72' s0 12"ADS SE IE=319. 7' I I I 12"ADS W IE= 19.67' I V I I f>i1 I v I PERMIT NO. XX-XXXXXX-XX APPROVED DATE Q J Q o: � W � w � .2 N W � W LL. z Q z a: W W Z � � Q J O O w z _ 0. a z Y _I W W D m 0- LL Z O � U o z ~ O Z N W W Lu � 0- Lu D O O I- C/) -j W W O COW W 1E W W W � U) W Z W J 0 y Q Z W � U m m Z CD U � N N 0 LL K. Bql N z �0 5672 ��ec G/STE��' 1 AL ENG 1 3/26/2019 (� O 0 N o 4 FII U ! � t0 N M C 0 Y � C 3 V a> V vI L .w m •� �! V) � � W � Q coo � N LO C L0 4-;'N cMM0 O N N W V r Y M .a d' E E z M O N cn i z D \ n :v i Know what's below. Call before you dig. -I t/2 R (T4P) //-2 3f4^R tTrP3 3`R OR 11 SECDON. CLEVAPON ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURE CONSTRUCTION NOTES AND DETAILS FOR CONFLUENT DEVELOPMENT - FEDERAL WAY • 10 CONFORM TO CRCOAJ SLOPE OR 0.02 FT./ MOUNTABLE (CEMENT CONCRETE CUR�3 EXPANS40K JOINT- a i& 0,02 F'T./FT, M O DS S T./FT, 1.....- SIDEWCONCRETEoX� � SIDEWALK 2' CRUSHED SURFAC-.. TOP 1m {CS70} NOTE-, TOP OF LIP AT DRIYEtiM1'AYS. NEW CEMENT CONCRETE CURB 3 GUTTER ;R - 1/2" NOTES: xP t. SEE DWG. 3-3 FOR JOINT REWREM1ENTS. PAVEA#£NT al 2, ROLL OUTFER TPJ MATCH. POSITIVE SUPERELEYAMN. I 3. TO BE USED M%Y AS APPROkFE D BY THE PUBLIC WORK$ DEPT.. TOP OF CURB AT APPROACH 7 i/4„ CEMENT CONCRETE BARRIER CURE AEV:FEB 2011 rasp" PUBLIC DWG. NO. 0 mil! ft WORKS CURB DETAILS 3-4 VARIES I SIDEWALK � 3/8" EXPANSION JOINT - 1/2" RADIUS 4* CONC 2 FOR CURB & GUTTER - 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES I PLANTER STRIP I I- SIDEWALK T AS REQUIRED 4" CONIC. ` 2% 2% FOR CURB & BUTTER 2" CRUSHED SURFACING TOPCOURSE USE DETAIL 3-4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6. 3-6A, & 3-7 FOR MINIMUM DEPTH Of' CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4, CONCRETE SHALL BE CLASS 3000, WSDOT SPEC, 8-14. REV. MAR 2011 MOM, � WORDS SIDEWALK SECTIONOwG. NO. 3-12 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON 2' ' Twit cv"Vp f �fu10RR ?m 5`IGEXAIt• c� AwlNc 3-A ar",J SECTION A -A NOTES; I:. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL. HYDRANTS, POLES, AND INLETS, 2, RAMP" CENTER LINE SHALL 8E PERPENDICULAR TO 4R RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED By ENGINEER. $, WHEN RAMPS ARE CONSITZLICTEs ON ONE SIDE OF THE STREET, RAMPS SHALL. BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. SEE DWG. NO. 3-9. 4.. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PIER RADIUS. IN OR PREFERABLY AD3ACENT TO THE MAIN PEDESTRIAN PATHS. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0% CURS RAMPS MAY 13E CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. DETECTABLE WARNING A PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 0 A- p WIN, MAY. A 1 5 8" 2 3 8' FLAN R 8" 1 1/2 CI 7 16` 3 4" g C 1 1- c- ATf N DETECTABLE WARNING PATTERN DETAIL WG P. RKS CURB RAMP IN VERTICAL CURB ©3-110. fa;AP'a° SOU ❑ ❑ ❑ � FIIIE!t .IgNt ❑ ❑ PACK., ❑ 45! SEND t/z' vnIo a i' PLAN t0' 9" 8 34' « is � N 7' 734" S" 15' SECTION aA CXST IPION RING AND COVER _..... _ ....... _......_ JULY 2014 PUSUC OWG. NO. WORKS CLEANOUT 4-17 GENERAL NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 2" COMPACTED DEPTH - HMA ASPHALT PAVEMENT 4" COMPACTED DEPTH CRUSHED 7 ROCK BASE COURSE 0 a v v � v O p U& � OV + po O O O 0 C� O° lcocpoo 001 00 O O O Qog0Oq O 0,00 00 00 c3�C 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION NOT TO SCALE PERMIT NO. XX-XXXXXX-XX a CL c m 6 Z a) _I Q Q w W U_ z w ry 0- 00 LLw w z w LL z O U ~ O z NW w F- 0 D O 0 C/)0 J w OO www W w LLJ Cn c� w w(Dw> v z w Q J LLUm� 0 z O c) U (� N L O LL K- 8A4 Q� ,�F WAS < O A,CP U7 „j Z 5672 �Q �ISTE� \�� BONA L ECG 3/26/2019 O m C v N I � : I O) YI � t0 N a� > V o V. 75 tQ • (0 C W c 0 >o C a co N m � Q N � N N � j >�, C Ln +� N O N m U r- (1) V -,t O 1 APPROVED z3 (y) 0 o W DATE N U IZ z a 0 rn 0 N 3 7 .D I r7 O N / E a / O N / m O O O O N a_ Know what's below. Call before you dig. CONSTRUCTION NOTES AND DETAILS FOR CONFLUENT DEVELOPMENT - FEDERAL WAY PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 24 TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON TRAVEL LANES 2.5' SOUTH TRAVEL LANE 0.5' EXISTING TRAFFIC CURB 50' j ROW EXISTING 0.5' CURB EXISTING 1' GUTTER I EXISTING EXISTING 12' NORTH TRAVEL LANE 12' NORTH TRAVEL LANE PROPOSED 6' LANDSCAPE vd d C I I-� I —111= PROPOSED PROPOSED 8' SIDEWALK 7.5' LANDSCAPE 2 Cl) J W W 0 0 W o LL Q z c w l a. 0 00 z W > O w a U Y W m, J O L.L U z O 0 Z O O Z N W W �O�F-U-) W W Z) O OW� 04 WWWoo o w W WrY z Cif U) W PROJECT SITE (D W � Z J ti.UmO 0 Q W Z O c) U N OK. 8,44 E WAS N Z rO/ 5672 `v, STER �• !6NA L ECG 21st IMPROVEMENTS CROSS SECTION (TYP) NOT TO SCALE c c V N L' O S PERMIT NO. XX—XXXXXX—XX APPROVED DATE Wel Y � tp N C Y 0 V w L W a-J :Q S • Ln W c � � M � Q N � N t LO L0 4-7 " cMa O N W U r— a) Y O c E Z OC O N `n U a_ Z D IL 0 N O N \ 3 I r7 'd- r7 O N / a E a / O N / cn 0 0 0 0 N a- ALTA/NSPS LAND TITLE SURVEY O n S 330.28 O 0 10 20 40 x 331.40 330,14 x 330.33 330.12 d if 1329.59 � 330.05 330. 3 WIMMA, 33.13 ° I + APN. 241039001 SCALE: V-20' ° 1 t CH REALTY VII-WSP I SEATTLE I i I I LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) 1 0 SURVEY MONUMENT (AS NOTED) P + SECTION CORNER (AS NOTED) AN o SET REBAR/CAP (LS#46315) O FOUND REBAR/CAP (AS NOTED) ❑ SET 2"X2" HUB/TACK LINE STAKE A MAG/WASHER OR LEAD/TACK (AS NOTED) + BENCHMARK -d LUMINAIRE (LUM.) P, *0 YARD LIGHT T ORNAMENTAL LIGHT o-J.L. TRAFFIC SIGNAL LIGHTS 0 POWER METER -0" POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE - O ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) - -W- 0 SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) - srEnn -- 19 GAS METER - 04 GAS VALVE - - WATER VALVE (WV) -811) STORM LINE FAUCET -SS SEWER LINE FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE � ROCKERY KEYSTONE WALL WATER METER G DECIDUOUS TREE BLOW -OFF / AIRVAC ..�. CONIFEROUS TREE MONITOR WELL SIGN TREE DRIPLINE IRRIGATION SPRINKLER °° ° CONCRETE DIRECTIONAL ARROW - GRAVEL/SAND (AS NOTED) HANDICAP - - -- CHAIN LINK FENCE ASPHALT WOOD FENCE BUILDING LINE HOGWIRE FENCE ABBREVIATIONS SILT FENCE (R#) REFERENCE SURVEYS METAL/IRON FENCE GUARD RAIL/CABLE FENCE (OH) OVERHEAD WATER LINE (UG) UNDERGROUND GAS LINE (TYP) TYPICAL STEAM LINE (C) CALCULATED TELEPHONE LINE (OH) OR (UG) (M) MEASURED POWER LINE (OH) OR (UG) ° TELEPHONE SURVEY INFORMATION TITLE INFORMATION I I l I RISER(2) CB STD GRATE TYPE I �2971 1329.13 xVgAFaR x 329.65 I a. 0 RIM EL=325.40' WATER LEGAL DESCRIPTION I 3zs. 7 VALVE f __. _.._ , METER 12"PVC E IE=321.30' I _ -�-~-- a PARCEL A: SPECIAL EXCEPTIONS: SPEED LIMIT 329.80 [ 8.92' 4"PVC S IE=321.55' 33 00 , ,.---• -•"�'"" 329az FND REBAR CAP • ' " ' CB STD GRATE TYPE I (PER ABOVE REFERENCED TITLE REPORT) 25 MPH I ° 56 / S88 17 13 E 205.83 ° I I I I I �. s3 st LS 33658 RIM EL=325.36' LOT 2, WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF ITEMS 1 - 3 NOT SURVEY RELATED SCHOOL ZONE ; , # 22" 10' 17" MISC. PLATS PAGE 43 THROUGH 45, IN KING COUNTY, WASHINGTON. 2s as 1 i 03 CDR 11 CDR CDR 10" CDR 15" 15 9 10 METAL 12"PVC S IE=320.76' PARCEL B T , C CDR CDR CDR CD 18" FENCE a . 1 XX X •-- ...� -- _- _ .. CD CDR 14„ 12 PVC W IE=320.76 RECORDED: S CONDITIONS, UNERI RESTRICTIONS R EASEMENTS. - AINLINK FE - _ _.__ �'` R CDRX CDR R " OND /0 LOT 329.3 ; 1 ; s.o4 / j 7 - X. AN EASEMENT FOR INGRESS AND EGRESS 60 FEET IN WIDTH LYING WITHIN LOT 1 RECORDING NO.. 8106250536 X CDR RD NG ° 1328;71 6 36 7. i 7 1 �' "':'--.... 7.25 X 328.00 LIGHT i x 32s.2a 329.5a x szsz3 POWER] a zaz zi.z 7s7 - - - OF WESTLAKE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 158 OF DOCUMENTS DECLARING MODIFICATIONS THEREOF RECORDED OCTOBER 12 1983 c I 1 2�23 VAULT,r ' 7<<1 a'z LOT 80 - - - - - - - - - - _ - - - - PLATS, PAGES 43 THROUGH 45, IN KING COUNTY, WASHINGTON, SAID EASEMENT DOCUMENT(S) CB STD GRATE TYPE II 32920 I ° ' 2 % 3v.1a LIGHT 1 - - DECEMBER 03, 1987 AND DECEMBER 28, 1989 AS RECORDING NOS. 8310120694, I 3 WONC 326.95 RIM EL=328.39' ° 2 I °. / = . ` " " 3 (Jfl)d 32s.30 047.04 LYING SOUTH OF AND ADJACENT TO LOT 2 AS DELINEATED ON THE FACE OF SAID 8712030695, AND 8912281544 OF OFFICIAL RECORDS. I I i JBOX ✓"%-�.. 325.95 PLAT. 18"ID CNC N IE=323.99' LOT TRASH (NOT SURVEY RELATED) 330.53 'O I I ' 7 8.96 �"' 12"ID CNC E IE=324.09' r §40 LIGHT JBOX ; s.9 326.43NCLOSURE ° r 1 eo . x s P�WE 327.16 CABLE �� 3 6.,a HORIZONTAL DATUM 24"CMP S IE=323.89' j 329, 3 s.ABI 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED SD PAINT ) ° HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83 29. NORTH 10'17'28" EAST, AS ° S� SD Sp d / "AGREEMENT RECORDED MAY 12, 1989 AS RECORDING NO. 8905120202 OF 12"CMP W 1E=324.09' � 48 1 I � � . ° � 0 ;'W/ CoN MARK SD Sp 3z5.a 3 5 MEASURED BETWEEN CITY OF FEDERAL WAY HORIZONTAL MONUMENTS FW123 AND 5 (On 325.93 326.z OFFICIAL RECORDS. Sp )d ( Fw102. 328.42 SD 3 9.z3 i's'. 4 CABLE SPEED ° 2ENTER x 3zs.ao - ° 3 ° 3�2�za I f2� 13 1 1 9.18{ 28. sa RISER BUMP 12' 325A6 320NLY DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 07, 1989 AND SDMH RIM EL=330.57' MPL,: VERTICAL DATUM SIGNAL I i 325.69 5.75 ss5 GATE' SIGN VERTICAL DATUM FOR THIS SURVEY IS NGVD 1929. CITY OF FEDERAL WAY VERTICAL DECEMBER 28, 1990 AS RECORDING NOS. 8907070472 AND 9012281466 OF 12 CMP N IE-326.22' 30.o I POWER (On 3 �-�-�- z x 3z6.3a6�6 (On 3 ONE POST(2) MONUMENT FW123, BEING THE TOP OF A FOUND CONCRETE MONUMENT W A LEAD 13OX 328.78 x ( OFFICIAL RECORDS. 330.06 3g��7 d 3.29 3, ° { x 325.74 )ci / / j a 4�AY / 12"CMP S IE=326.17' ,1 x 32a7a 3za VAULT 3zs. 59.2 ��TT�%%-7/% 35 5.64 I (NOT SURVEY RELATED) I - K DOWN TOP OF N H 9.65 to ..w .5CB STD GRATE TYPE 1- 325.75 "'" SDCO 3zo60SIGN & TACK DO 8 0 E 0 0 MONUMENT CASE AT THE INTERSECTION OF 12"CMP W IE=326.27' W/ coN' 3 15POWER 21ST AVENUE SW & SW CAMPUS DRIVE. TRIM EL=328.3 1 328.7 I 12"CMP E IE=326.07' �2 28 x 328.85 METER APN. 9301000010 6. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED TOP 12" VERT EL=328.27' 329.51 1 ID CNC W IE=324.8 ''' 3 . 0 327.79 N FRED MEYER STORES, INC. "AGREEMENT" RECORDED MARCH 05, 1990 A RECORDING NO. 9003051117 OF 29.30,$98:34 I 3LA CAPE 325. 6-�'" i POWER � JBOX v 5 x 32s.64 LOT AREA OFFICIAL RECORDS. HYDRANT 7 o I 1 EDGE In CABINET /J SDCO x 326.6 ° 325s0 SSCO 35601 +/- S.F. (0.817AC +/-) (NOT SURVEY RELATED) Bs W ' % n r� �j32s.ao 2s4} ADDRESS 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: N I ` 5�599 33650 21ST AVE SW FEDERAL WAY, WA 98023 CB STD GRATE TYPE I 13328.47 / 1 If l 3 8.a� BUILDING OVERHANG GAS LOT 3z .71 RECORDING DATE: JANUARY 22, 1991 8.5a 328. 32 j` ;: . " 328' 326.32 METER LOT 2 LIGHT . ; SDMH RIM EL=3255$9' TAX PARCEL NUMBER RECORDING INFORMATION: 9101220548 RIM EL=328.55' 32843 LOT °� �_. __ IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY 1 1 as I = i 12`��P,VC N IE=320.59' 9301000020 '"6. 6 as 12"CMP N IE=326.40' r' LIGuuTT 3zs ` `� 2 . , , k'529.25 I % - 326.49 SAT OF WESTLAKE /" 1 PVC S IE=320.59' FOR: UNDERGROUND DISTRIBUTION AND ELECTRIC LINES AND { °°. -d °: 32 6.Sfi 326.2 325.66 12"CMP'•• E IE=320.69' REFERENCE SURVEYS: 12"CMP W IE=326.50' 32855 GAS° VALVEzass 3z8.11 1 I i JBOX 2 94 a�9'•1z'"g' s"s r� �I 0 32 .6a 26s3 WESTLAKE, VOLUME 158, PAGES 43-45 AFFECTS:ENANCES AS DESCRIBED THEREIN. WATERV `-" 132asz I °za. & ° 3z 9ig:, 'n VOL 158 / PG. 43 i x 3zsss ° 3_ 37 (NOT PLOTTABLE, BLANKET IN NATURE) VALVE V'4 T� I ° ° u.os "J A 0 14" DATE OF SURVEY: s.o1 c9 v�i I �' ° O MPL x 320.,0 g°' �2 417.5 s.4§ ;RR7o1 i x 32 33 THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 01 28.53. t •� t' j 328.2 (jJ (� -.. . e . .e 3 304.264r9 026.76 .° M JULY 5, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR "AGREEMENT" RECORDED JULY 09, 1991 AS RECORDING NO. 9107090454 OF WATER .08. -"-- > ; d {t DE 3) 32 1 _18.0 -' d .° 32 5326,52. °. 3261 ..-QS VAULT {(( °7 THIS PROJECT IN JULY OF 2018. OFFICIAL RECORDS. STOP 327 34ER 32B.42 & 328.16 1 ° 27.72 2s47 ss G 32 (NOT SURVEY RELATED) 3i9 VALVE 28.23 r x CULVERT TITLE INSURANCE: SIGN 7.6s a 75 r I3 s BUILDING N 32 .3e 12"PVC W ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST j I , 3z6.,s BOLLARD < r° { ° 325.19 326.74 9. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "REAL RIGHT � ° 7.2 COLUMN(2) cv 8„ ° J U 87 SPEED' 3 7- � SDCO (N x 326.31 I N _ DEC,,, ° v 74 74 AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-910891-0O3 DATED PROPERTY LICENSE" RECORDED AUGUST 08, 1991 AS RECORDING NO. 9108080188 TURN i FINISH FLOOR=326.99' �t I / MAY 31, 2018 AT 7:30AM, INCLUDING APPURTENANT EASEMENTS AND ADJOINING OF OFFICIAL RECORDS. ONLY II LIMIT zs:z x za. ° ° 33;9. x 326.16 326.16 SDCO °' 14" DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN (NOT SURVEY RELATED) 3281# �327.46. I 35 MPH 328. 5 of �''} ° I`" '`�- , 2 126.15 SC9 N 3 11 1 I 8 6��59r8 / 9 < --MPL CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR ' 12 .44 ^ .�5326.25 °. � IOAP IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES ° R ° "bUILDIN�' '' .SIGN` 253°z oz AFFECTING THE SURVEYED PROPERTY 10, RESTRICTIONS ,CONDITIONS, DEDICATIONS NOTES, EASEMENTS AND PROVISIONS, E E EYED 0 ERTY OTHER THAN THOSE SHOWN ON THE MAP AND tf �32A SDCO °. ° IG IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE PLAT OF 1 iA OLl9MN(g4}. d ° ° s� -- DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY SPEED LIMIT W 1 32fi82326.8 ° _e� IRRIGATION WESTLAKE RECORDED AS VOLUME 158 OF PLATS, PAGES 43 THROUGH 45, IN KING 7.71 d' c� CB STD GRATE TY 327.02 }2g.34 COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON25 MPH s0 n JBOX '12635yALVE COUNTY, WASHINGTON. l 325.6s F'` L. ' iig:4� 4 " A. , . 32 68 FIRST AMERICAN TITLE COMPAMNY 'S REPRESENTATIONS OF THE TITLE'S CONDITION SCHOOL ZONE 1 NO I I i I RIM EL=325.39' (PLOTTED HEREON) 32 i $ 1.98 O ( 2`� 32'IIT1 1 ' 328.05 ° ° d 32 .92 - 3zat14 327.91 N 12"PVC E=321.44' x 3zsa9 BUIILDING�. / ° N x 3z y©„ TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, I 1 2 d' x 326.9 SDCO x.32 .0 D 1 OVERHA��3 PL INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. I 32a.Ok 28.7 2574 °. . ° .. A. 32488 26. 11. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT 325.92 d t 6"51 ° ENTITLED "DECLARATION OF RECIPROCAL EASEMENT AGREEMENT" RECORDED 9 327.36 I � � i # 325.54 �G1 2��6 x 325.82 }�3'��% SURVEYORS NOTES: t tV� j 328.35 < 3 s.a3 x 325.2fi NOVEMBER 08, 1991 AS RECORDING NO. 9111080462 OF OFFICIAL RECORDS. P LOT 4'92 •ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY 1 1 LIGHT FEET. 32a.,1 CB STD GRATE TYPE (PLOTTED HEREON) EI 1 28-JBOX " 2 "38 • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED10 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 94 RIM EL=324.60' LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY I 7.11 0 328.56 3 5.� �- 9A x 325.46 x 325.89 12"PVC N IE=320.80' RECORDING DATE: JUNE 16, 1993 ' 327]' I 325.36 J326.03 x -- '.OS , OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF x 327.7s 1328.01 1 ° 327 a " 0 4.60 12"PVC W IE=320.80 RECORDING INFORMATION: 9306160964 0 OWNERSHIP IS EXPRESSED OR IMPLIED. IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A r IRRIGATION 28. 3zs.372 80 • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD �z7s7} lag t 1 3zaoo x 3zz72 5sa = 32ss6 4 WASHINGTON CORPORATION VANE (4) 2'' 4 3z5sa \ 26.26 OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD ° Ba 325.75}$OX VGi LOT FOR: UNDERGROUND DISTRIBUTION AND ELECTRIC LINES AND O O I 327:20 326.76 r _ P� HYDRANT / DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW APPURTENANCES SIGN � z 7a 3 sso 0 2 . 12" 328.20 32 E=23'34 41 ,f 325.23 2 EIGHT ` MPL GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED, AFFECTS: AS DESCRIBED THEREIN. WATER I ( x 3zs.77 r Sz 3zs.9a 3z .'7 3 • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER t POLE 8.1a RR 25.00 11GHT 7" (NOT PLOTTABLE, BLANKET IN NATURE) i VALVE ° 3 7.s3 _ 327'10 EASEMENT FO 3zs: SSMH RIM EL=324.96' THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. a 327.14 f '� W7.1.4 x 7.1E s =10.29� TER FACILITIES 32DEC / 1 327.97 1 4 jr - x 3 s.z3 \ 8"PVC SW IE=315.98' • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. I THICKENED x°3 .3a -W -W W -W -W "W -W -W -W- "-W x 3 s W- - -W- �N- - -W- 325. 324,09 324. 4 14� 8"PVC NE IE=315.87' LINES, BUILDINGS, WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. RECORDING DATE: AUGUST 31, 1993 e a fill ION s. _ / MPL 8"PVC W IE=315.98' 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF RECORDING INFORMATION: 9308310308 1 1 EDGE �' 327.0 26.75 326.20 z / } 01 wvvvl' .° TER 251E LVE Y ,,,,._.._,._ ...... .'.�'... ~- 32 9253 3 � / POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED IN FAVOR OF: FEDERAL WAY WATER AND SEWER, A MUNICIPAL CB STD GRATE TYPE II ° x 3v.74 13z7.9s 3v.7z 9s " -METER 2- x 3s~'��3 W 1,$3�" WATER 3z3;' z DEC 325._;8 THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF CORPORATION OF KING COUNTY, WASHINGTON a�Ta4s I 327 O 8 - --- ---' DEC 25•G9 VALVE 25.34 RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS FOR: WATER FACILITIES RIM EL=327.20 CB STD RATE TYPE I DEC_.- .. 7. 3 _ �.._.._.._..x - ...�„,,._.". -_- 323.50 _ 3.93 24"CMP N IE=323.00' .32 RIM EL=327.04' zs.a3 ------ } --" -- --- ------------- ----- -- --- 1 - FND REBAR CAP \ BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN AFFECTS: AS DESCRIBED THEREIN. 24"CMP S IE=322.90 ��' 1 12 CNC IE=324.31 327.13 on S P \ ---- ------ �------------ - -------- t� �737�-- 52 CONSULTING ENGINEERS, INC. (PLOTTED HEREON) x 326.64' THICKENED • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON 12"CMP W IE=323.00' i z4.79 x 325.58 7. , 1 CIS I 3 zoa - T EDGE IRRIGATION a. 2 / x 325.89 GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO 14, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE 27.07 o OS VALVE STOP MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE 27:3 t _ r ' S `• 32380 -- - 5.os TO THE CITY OF FEDERAL WAY" RECORDED MARCH 10, 1994 AS RECORDING NO. - SS SIGN CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE 4 TELEPHONE_ x 3zs a3 ` S SS 940310165E OF OFFICIAL RECORDS. �-� S SS SS �/ / 3�3s.5a MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL NOT PLOTTABLE GRANTS RIGHT TO ENTER PROPERTY FOR INSPECTION 32777 FIBER OPTIC" 1 o BAR 15' SEWER EASEMENT SS 2 325.31 INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ( ) ON AND .I38.0 NT LINT x 32775 \ \ VOL.158, PG.43-45 / ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY MAINTAINING STORM DRAINAGE FACILITIES TRAINED PERSONNEL. ITEMS 15 - 16 ARE NOT SURVEY RELATED o ? • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" a SSMH 48" Z CB STD GRATE E I STOP REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL RIM EL=327.11' / / _ BAR 17, MATTERS OF EXTENDED OWNER/PURCHASER COVERAGE WHICH ARE DEPENDENT o .. 8"PVC E 1E=316.9 � WIDE INGRESS EGRESS EASEMENT RIM EL=322.83' 325.36 REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). o2"ADS S IE=320.00' \ " 325.37 UPON AN INSPECTION AND AN ALTA SURVEY OF THE PROPERTY FOR DETERMINATION I #3za.o1 l x 3za.oz zzz9 / VOL.VOL158, PG.43-,5 \ 5. OF INSURABILITY. o J 1 F RECENT EARTH MOVING WORK WAS OBSERVED THE TIME OF 5x 32zss 1 1 ---- `-------- --f -_------------- ------- -_----------_-__-__-__-- ___________ _____ \ BARSTOP THIS SURVEY. PLEASE SUBMIT A COPY OF THE ALTA SURVEY AT YOUR EARLIEST CONVENIENCE FOR I t -- --------- --- ° --- - -------------------_--- ---- __ REVIEW OUR INSPECTION WILL BE HELD PENDING OUR REVIEW OF THE ALTA - .. -- 325.17 15 STANDARD PARKING STALLS SURVEY SIGNAL t ° ° ° .. ° °\ ° Q ° ° - ° ° " e ° . °.-3,5.15 AND THE RESULT OF SAID INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL 1 } ° ° ° 6. / a ° ° 325.35 1 HANDICAP PARKING STALL BOXY 3z7.90 328.- ° ° .22 I e REPORT ,-Er 327-88 ° 27.18 25.62" �325.24 1 327% 27.4q x 327.40 / 325,70325 ss FLOOD INFORMATION: I 32 .e 18. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY ° .. x 326.54 FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED i , � + SD 32 . � ° 325.57 SPEED LIMIT °2 �� j 3z7.90 x 32s.24 325.9E x 325.39 x 325.49 x INSURANCE RATE MAP) MAP No.53033C125OF OF PANEL 1250 OF 1725, DATED MAY PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TER. I fj` x 325.37 325:58 25.55 16,1995. THE SUBJECT PROPERTY IS IN ZONE X. 25 MPH 32a 1 3 I t4 327 a4 ° 2s.10 CB STD GRATE TYPE SCHOOL ZONE I *, 7, ° I SD x 19. PRIOR TO ISSUANCE OF AN EXTENDED COVERAGE POLICY, THE COMPANY WILL t 1 I I RIM EL=322.92' ; ZONING INFORMATION: REQUIRE AN OWNER'S AFFIDAVIT BE COMPLETED AND SUBMITTED TO THE COMPANY 12"ADS N IE=319J2' 1324.82 3z5 525 FOR APPROVAL PRIOR TO CLOSING. THE COMPANY RESERVES THE RIGHT TO MAKE ° ° x 3 STO STOP 32s. NO ZONING REPORT PROVIDED SPEED l 12"ADS SE IE=319.57' BAR ANY ADDITIONAL REQUIREMENT AS WARRANTED. LIMIT 3 I9�h42 � + i 328.1IQ 12"ADS W IE=319.67' 35 MPH ;� 327.9E 328.21x 328: * 328.03 ' 327.49 328.19 SIGN 25.13 328.24 32�..14 SURVEYORS CERTIFICATION WATER WATER3292SDMH RIM EL=325.1 VALVE VALVE , TO: CONFLUENT DEVELOPMENT; FIRST AMERICAN TITLE INSURANCE COMPANY; & HYDRANT I BOKF, NA, D/B/A COLORADO STATE BANK AND TRUST THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND I TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY,ALTA AND NSPS IN 2016, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(A), 6(B), 7(A), 7(B)(1), 7(C), 8, 9, 11, 13, 16, 17 AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 5, 2018. � I � I 7/17/18 BRIAN D. GILLOOLY, P.L.S. DATE WASHINGTON REGISTRATION NO. 46315 Z 0 0 d; Z N � W 0 LL Q ' W a� W T -= i'- W Z c Q > W W o = �W0 M � U Q 0 J •. Z �Z// i C W ZQ r cm >- - a a � n v/ Z W = J ULL 0 w m - J Q Z W U- a' .. � aUL 0 o m � ~ ~ o z 0 0 N F- L0 W 1_ N 0 m W =) 01, CL 1-- cf) 0 _ 0 LLLJ W W W 0 LLJ cc 0 Z 0 i H Q W m Z 0 V 0 Q N N Lm LL U O 04 2 U N II C U N 0- j ml ml N v v _0rn Y 'o N v aUi 0 0 U Q x c E 0 d' U) II = 0 U - z > O V) cn L-Li X E � Q Z z o UJ Ld N Li' Z U) Q ro N N O CV 00 � 1 0 00 N 0-)cc 00 z N I I ww N Q z Lo Lo cD Z CIA CIA w cN In Ln \e d U c i= S- c) � Z r7 w � t C? o T b 0 CO�SJ 'n i 0 M o d- � o Z M 0 00 _c CV Q 'n Q / N V