16-101184CITY OF
. Federal
April 7, 2016
Mr. T. Dennis Kirkpatrick
876 Nevineyard Lane
Bainbridge Island, WA 98110
ennis u kirk atricarclikects-cmn
Way
FILE
Re: File# 16-101184-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Kono Car Wash,*No Site Address* (Parcel #252103-9058)
Dear Mr. Kirkpatrick:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held March 31, 2016. We hope that the information discussed at that meeting was
helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King
Fire and Rescue and Tacoma Utility District. Some sections of the Federal Way Revised Code (FWRC) and
relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all
applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant
codes for all additional requirements that may apply to your project.
The key contact for your project is Associate Planner Leila Willoughby -Oakes (253-835-2644, or
ledawillow hby-cakes cit;roffederalway.cam . For specific technical questions about your project, please
contact the appropriate DRC representative by department as listed below. Otherwise, any general questions
about the preapplication and permitting process can be referred to your key contact.
PROJECT DESCRIPTION
The proposal to develop a vacant 30,736 square foot parcel with a 3,450 square foot self -serve carwash
(individual bays) and 400 square foot coffee -shop stand (no drive -through depicted).
MAJOR ISSUES
Outlined below is a summary of the major issues of your project based on the plans and information
submitted for preapplication review. These issues can change due to modifications and revisions in the plans.
These major issues only represent comments that the DRC consider.most significant to your project and do
not include the majority of the comments provided. The major issues section is only provided as a means to
highlight critical requirements or issues. Please be sure to read the entire department comments made in the
next section of this letter.
Doc ID: 72664
16-101184-PC
Mr. T. Dennis Kirkpatrick
Page 2 of 17
April 7, 2016
• Planning Division
• Maintain a minimum 40-foot front yard setback from SW 3571h for all carwash related structures (one
bay encroaches). A 0-foot front -yard setback is applied to area developed with a coffee -shop.
• Pursuant to FWRC 19.125.040(2), landscaping is not required along perimeter lot lines abutting
rights -of -way where no require yards apply (coffee shop).
• The carwash shall be located 20 feet from the property -line shared with the single-family parcel.
• The vacuum equipment may not locate within the rear required yard; parking stalls may.
• The applicant shall submit documentation to the Department of Ecology per I�ashington
Administrative Code (WAC) Chapter 173-216.
• Public Works Development Services Division
1. King County is expected to adopt a new surface water design manual (2016 version) within the next
one to two months. When that manual is adopted, the city will follow with immediate adoption of
that manual. If a `complete' land use application is submitted for this project prior to adoption of the
new manual, then the project is vested to the current (2009) design manual. If a complete application
is submitted after adoption, then the project will be required to design the stormwater systems to the
new manual. The new manual requirements are not expected to require substantially more stringent
standards than the current manual.
2. Wash water from the carwash bays shall be directed to the sanitary sewer system.
• Public Works Traffic Division
1. A Transportation Concurrency permit is required per FWRC Chapter 19.90.
2. Street frontage improvements and right-of-way dedication are required along the property frontage
on SW135711, Street per FWRC 19.135.040.
3. Sight distance analysis per AASHTO standard is required per FWRC 19.135.300.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplication conference. Each section should be read thoroughly. If you have questions, please contact the
representative listed for that section.
Land Use Designation — The subject property is located in the Neighborhood Business (BN) zone. A fast
food restaurant and car wash are permitted in the BN zone, subject to regulations set forth in Use Zone
Charts FWRC 19.240.110, "Entertainment" and FWRC 19.215.030, "Vehicle Service Stations." The
following information is based on the materials submitted for the preapplication meeting.
Meeting Follow Up: Proposed pet wash bays are a permitted use in the BN zoning district. Pet bays
are consistent with the adopted comprehensive policies for this zone. During the applicant meeting,
laundry facilities were discussed. Pursuant to FWRC 19.215.010, a retail establishment providing laundry
services is permitted in the BN zone.
The proposal is not within an aquifer recharge area or the Tacoma Smelter Plume detect mapping.
File # 1 G-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 3 of 17
April 7, 2016
2. Adjacent Land User — The subject property abuts SW 357=h Street to the north; and a Circle K Gas Station
and two undeveloped parcels zoned BN and RS 9.6 (high density residential) lie directly east. The south
and west property lines border Pierce County and the parcel directly south contains a commercial use
(Landmark Homes).
3. Land UseAppkcation —The uses and site improvements will require a Process II Master Land Use
application pursuant to F%R.0 Use Zone Charts 19.240.110 and 19.215.030; the higher use process
applied to the carwash. Process II is an administrative site plan review conducted by city staff with a.
final decision issued by the Director of Community Development. Process II reviews are exempt from
public noticing. Upon a Use Process II (Site Plan Review) submission, or thereafter, the applicant may
apply for a commercial building permit and construction applications. If an applicant chooses to submit
land use reviews and building permits concurrently, they do so at their own discretion.
4. Departrrrew of Ecalag — Car wash facilities must also provide documentation of compliance with
Department of Ecology standards set forth in the Washington Administrative Code (WAQ Chapter 173-216.
5. General Zoning regulations — All structures and site improvements must comply with the applicable FWRC
development regulations. The following general regulations apply to the proposal.
(a) required Yard/Building Setbacks —
• Carwasb—Front: 40 feet; Side: 20 feet from residential zones (within 100 feet of a RS9.6
parcel); and 25 feet for carwash bay canopies and covers and; Rear: 15 feet.
• Coffee-sbop— Front: none; Side: 10 feet or 20 feet from the property line of a residential zone if
within 100 feet and; Rear: 10 feet.
The property line containing the ingress/egress from SW 3571h will be considered the front property
line. The property is currently unaddressed.
(b) Height — Thirty-five feet above average building elevation (AABE); unless within 100 feet of a
residential zone, then that portion of the structure shall not exceed 30 feet AABE and the structure
shall be setback a minimum of 20 feet from the property streak of the residential zone. The current
proposal does not exceed 35 feet AABE.
■ The proposed carwash structure meets the above requirements. Please verify the setbacks by
submitting a property survey prepared by a professional land surveyor.
Meeting Foffow Up: The applicant proposes car -wash facilities'for recreational vehicles. The
proposed structures shall be limited to 35 feet in height.
(c) Parking — Requirements in the BN zone for fast food restaurants are 1 stall per 80 square feet of
gross floor area (GFA) and for car washes it is 1 stall per 300 square feet of GFA. Please see the
enclosed `Parking Lot Design Criteria' handout.
Based on the plans submitted the required parking spaces are:
• Carwash: 3,450 square feet/300 = 11.5 parking stalls, rounded up to 12
Doc ID: 72664
File #16-101184-OOPC
Mr. T. Dennis Kirkpatrick
Page 4of17
April 7, 2016
Coffee shop: 400 square feet/80 = 5 parking stalls
• Total: 17 stalls (tentative)
Please count the square footage of the bays; counting each bay as a parking space per FWRC
requirements.
(d) Special District Notes —
• If the coffee shop is a drive through, drive -through facilities must be designed so that vehicles
will not block traffic in the street while waiting in line and will not unreasonably interfere with
on -site traffic flow; and must meet the guidelines established in Chapter 19.115 FWRC.
6. Required Landscaping — The Process II application must include a preliminary landscape plan, prepared by
a licensed landscape architect, in accordance with the landscape requirements contained in FWRC
Chapter 19.125 "Outdoors, Yards, and Landscaping." The following are the key landscape requirements
for the project.
(a) Perimeter Landscape Buffers— In the BN zoning district FWRC 19.125.060(5) requires:
i) Type III perimeter landscaping a minimum of five feet in width along all property abutting
public right-of-way and ingress/egress easements. Type III landscaping consists of a mixture
of evergreen and deciduous trees, large shrubs a minimum of 24 inches in height at the time of
planting, and groundcover; spaced to provide a visual buffer creating a partial visual separation.
■ Pursuant to FWRC 19.125.040(2), landscaping is not required along perimeter
lot lines abutting rights -of -way where no require yards apply (coffee shop).
ii) Type I landscaping 15 feet in width shall be provided along the eastern property line
(perimeter of the property) abutting the parcel zoned RS9.6. The landscaping depicted is
substandard and four feet in width. An additional nine feet of Type I landscaping is required.
iii) Type III landscaping five feet in width shall be provided on all other property lines subject to
an inspection by the planning division.
pi 4'FS GL
1 "MS '
Figure 1. Type III Landscaping
(b) Performance and Installation —Pursuant to FWRC 19.125.090, all required landscaping shall be
installed prior to the issuance of a final inspection by the building department.
Filc # 1 6-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 5 of 17
April 7, 2016
(c) Interior Parking Lot Landscaping —Pursuant to FWRC 19.125.070, commercial developments with up
to 49 parking stalls must provide 20 square feet of interior parking lot landscaping per parking stall.
The submitted landscape plan must provide calculations to demonstrate how this requirement is
met for parking stalls proposed to serve the new coffee shop and carwash. Parking lot landscaping:
20 square feet x 17 required stalls (see Item #4c) = 340 square feet. Address these requirements
and depict drought resistant trees, shrubs, and non -living or living groundcover (woodchips) on
the landscape plan. Xeriscape techniques are encouraged.
(d) Drought Resistant and Native Planting/Trees — FWRC 19.125.040(4) requires native and drought -tolerant
plants. With the exception of lawn areas, at least 25 percent of all new landscaping materials shall
consist of drought tolerant species. The city encourages the use of native Pacific Northwest
materials for all projects to reduce irrigation requirements. FWRC 19.125.040(15) requires proposals
with non -drought tolerant planting to group species together with irrigation plans.
Garbage/Recycling — No garbage and recycling facilities are shown. FWRC 19.125.150 requires screened
receptacles for all new commercial developments. The design of the enclosure area should be consistent
with the architectural design of the primary structures on the site. Per FWRC 19.125.040(4), all trash
enclosures shall be screened from abutting properties and/or public rights -of -way by a 100 percent
sight -obscuring fence or wall and appropriate landscape screen. The minimum size for the garbage and
recycling storage area shall be 65 square feet; refer to FWRC 19.125.150 and Rob Van Orsow's (Solid
Waste and Recycling, Public Works) comments.
- P u�iiw'1•'�.
100% Site Obscuring Enclosure
8. Tree and Vegetation Retention — Process II applications require a tree/vegetation retention plan per FWRC
19.120.040(2). The plan must be submitted with the application and incorporated into clearing and
grading drawings (FWRC 19.120.040[1]). The plan must be prepared by a certified arborist or certified
landscape architect and should include applicable information provided in the Clearin& Grading, and Tree
and Vegetation Retention section of the FWRC.
Provisions require each development maintain a minimum tree unit density. The minimum tree density
in BN zones is 20 tree units per acre. The site's density would be 15 tree units (20 tree units x 0.71
acres = 14.2 units rounded up). A tree unit is a value assigned to existing trees retained on the property.
The larger the tree, the greater value it is assigned (e.g. an existing tree measuring between 18 inches to
24 inches qualifies as 2.5 tree units). Required tree density can be composed of retained and replacement
plantings per FWRC 19.120.130. Required landscaping trees may be counted toward tree density. The
tree/vegetation retention plan must clearly show where the required tree units are to be located and the
native tree species used (25%). Identify the number, species, and size of replacement plantings. Existing
trees to be retained shall be protected during construction.
File #16.101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 6 of 17
April 7, 2016
9. Clearing and Gradin,g (Plan) — The subject property is undeveloped and highly vegetated. The applicant
shall obtain clearing and grading plan approval as a component of the Process II land use application,
showing contours and topography. Please consult FWRC 19.120.040(1) for plan requirements.
Any proposed rockeries or retaining walls shall be limited to six feet in height as measured from the
finished grade at the base of the wall to the top of the wall, with a minimum three-foot landscaped
setback at the base of each rockery or retaining wall. Rockeries and retaining walls visible from a public
right-of-way, or adjacent property shall be composed of rock, brick, or other textured patterned wall
styles, complementing the primary building.
Please see Kevin Petersen's comments for further details on grading and drainage requirements.
10. Community De ign Guidelines — Projects subject to Process II review must comply with the provisions of
FWRC Chapter 19.115, "Community Design Guidelines." Please provide a written narrative that identifies
how the proposal complies with the applicable design guidelines, as outlined in the FWRC and below:
a. BuildsNv FaFade Modulation and Screening Options — As the carwash canopies are longer than 60 feet
(120 feet +/-) and visible from either aright -of -way or residential use zone (RS9.6), at least TWO
of the FOUR listed fagfade treatments are required to be incorporated into the facades
longer than 60 feet where feasible.
i) FaFade Modulation — A minimum depth of two feet, minimum width of six feet, and maximum
width of 60 feet. Alternative methods to shape a building such as angled or curved facade
elements, offset planes, wing walls, and terracing will be considered; provided, that the intent
of the section is met.
ii) Landscape Screening — Eight -foot -wide Type II landscape screening along the base of the facade,
except Type IV may be used in place of Type II for facades that are comprised of 50 percent
or more window area, and around building entrances.
iii) Canopy or Arcade — As a modulation option, canopies or arcades maybe used only along facades
that are visible from a right-of-way. Minimum length is 50 percent of the length of the
facade using this option. As proposed, it appears all four facades would be visible from the
right-of-way.
iv) Pedrs*ian Pla.Za — Plaza square footage is equal to one percent of the gross floor area of the
building, but it must be a minimum of 200 square feet. The plaza should be clearly visible and
accessible from the adjacent right-of-way.
The above -referenced "two of four" options shall be incorporated along the entire length of the
facade, in any approved combination. Options used must meet the dimensional standards as
specified above, but if more than two are used, dimensional requirements for each option may be
modified.
b. BAriUxgArficxkion and Scale — Building facades visible from rights -of -way and other public areas
should incorporate methods of articulation and accessory elements in the overall architectural
design, as described below as appropriate with this fast food/car wash use:
File #16-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 7 of 17
April 7, 2016
• Showcase, display, recessed windows;
is Window openings with visible trim material, or painted detailing that resembles trim;
• Vertical trellis(es) in front of the wall with climbing vines or similar planting;
Set the wall back and provide a landscaped or raised planter bed in front of the wall, with plant
material that will obscure or screen the wall's surface;
• Architectural features such as setbacks, indentations, overhangs, projections, articulated
cornices, bays, reveals, canopies, and awnings, or;
• Material variations such as colors, brick or metal banding, or textural changes.
C. Pedestrian Areas — Per FWRC 19.115.090(2) and 19.115.050(1), pedestrian areas and amenities
should be incorporated in the overall site design. Pedestrian amenities include, but are not limited
to, outdoor benches, tables and other furniture, and landscaping; located to take advantage of
surrounding features such as building entrances, open spaces, significant landscaping, unique
topography or architecture, and solar exposure.
d. Pedestrian Connections — A pedestrian pathway for employees and patrons who may walk to the
coffee shop is required. Please provide a connection from the sidewalk/SW 3571h Street to the
coffee stand structure, clearly orientated to address the major intersection at 215t Avenue SW and
29th Street NE.
FWRC 19.115.090(3)(d) —Pedestrian pathways shall be provided from rights -of -way, bus stops,
parking areas, and any pedestrian plazas and public space to primary building entrances. Pedestrian
pathways shall be clearly delineated by separate paved routes using a variation in color and texture,
shall be integrated with landscape plan, and shall be protected from abutting parking and vehicular
circulation areas witivn landscaping. Paint striping will not be accepted.
e. Directional Signage/Cinuiataon —As there are two separate uses on the site, please provide clear
vehicular circulation and pathways via directional signage. Parking and vehicle circulation shall be
clearly delineated minimize vehicle turning movements and conflicts on site.
f. Lighting — In addition to Crime Prevention through Environmental Design (CPTED) lighting
standards, the following shall apply: lighting levels shall not spill onto adjacent properties; lighting
shall be provided in all loading, storage, and circulation areas; lighting standards shall not reduce
the amount of landscaping required for the project; and lighting fixtures shall include cutoff
shields. On the photometric lighting plan minimum foot-candles will be reviewed (see enclosure).
11. Traffic Impact Fees — Please see the Public Works Traffic Division comments below.
12. Crime Prevention through Environmental Design (CPTED) — Per FWRC 19.115.010(2), CPTED.requires
minimum standards for design review to reduce the rate of crime associated with persons and property,
thus providing for the highest standards of public safety. CPTED principles are: 1) natural surveillance;
2) access control; and 3) ownership. The CPTED checklist (enclosed) must be completed and
submitted with the formal application. CPTED principles should be incorporated into the project as
applicable, including lighting.
13. Si gnage — Please apply for a separate sign permit with a Development Specialist at 253-835-2607, or
ermit.center a citvoffed wa .com. Signs are regulated by FWRC 19.140.
File #16-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 8of17
April 7, 2016
14. Application Fees — The formal application must be prepared in accordance with the city's Use Process 11
Development Requirements checklist (enclosed). Please contact a Development Specialist for the current
application fees for Use Process II, construction, and building permit fees at 253-835-2607, or
pernlit.cen tcr@cityoffederal-,vay.c_g
TACOMA UTILITY DISTRICT (Anne Smith, Senior Real Property Specialist, 253-502-8780,
asmith2@ci. tacom a.wa.us)
1. Please provide a title report with your land use submittal. On preliminary review, no power easements
conflict with proposed structures on this property. Mains in the area are domestic mains with meter. An
eight -inch main extends across the Pierce/King County line and travels north within the street right of
way (see enclosed map).
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734,
kevin.peterson@u.cityoffederalway.com)
Land Use Issues — Stormwater
Surface water runoff control and water quality treatment will be required per the 2009 King County Surface
Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM (refer
to comment under Major Issues section, above). This project meets the requirements for a Full
Drainage Review. At the time of land use site plan submittal, a preliminary Technical Information
Report (TIR), addressing the relevance of the project to the eight core and five special requirements of
the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary
TIR. The city has 1" = 100', five-foot contour planimetric maps that may be used for basin analysis.
2. The project lies within a conservation flow control area; thus, the applicant must design the flow control
facility to meet these performance criteria. In addition to flow control facilities, Best Management
Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within Enhanced
Basic Water Quality Area. Water quality treatment shall be designed to meet the treatment criteria of the
Enhanced Basic Water Quality Menu.
3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must
be provided to verify infiltration suitability.
4. Detention and water quality facilities for private commercial developments outside the City Center Core
must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the
City of Federal Way Public Works Department.
5. Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination
System (NPDES) construction stormwater permit may be required. Information regarding this permit
can be obtained from the Washington State Department of Ecology at 360-407-6048, or
ht www,ecv.wa. ov ro -ams w stormwater construction index.html.
File #16-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 9of17
April 7, 2016
Right -of -Way Improvements
See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long for
traffic related items.
Building Permit Issues
Engineered plans are required for clearing, grading, goad construction, and utilitywork. Plans must be
reviewed and approved by the city. Engineering review fees are $1,125.00 for the first 12 hours of
review, and $93.75 per hour for additional review time. A final TIR shall be prepared for the project and
submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a
professional engineer registered/licensed in the State of Washington.
2. The Federal Way Public Warks Development Starrdark Manual {including standard detail drawings, standard
notes, and engineering checklists) is available to assist the applicant's engineer in preparing the plans and
TIR on the city's website at www cilyoffederalivay.comlinde c.aspx?nid=171.
3. Bonding is requited for all street improvements and temporary erosion and sediment control measures
associated with the project. The bond amount shall be 120 percent of the estimated costs of the
improvements. An administrative fee deposit will need to accompany the bond to cover any possible
legal fees in the event the bond must be called. Upon completion of the installation of the improvements,
and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original
amount and held for a two-year maintenance period.
4. The developer will be responsible for the maintenance of all storm drainage facilities (including the
detention and water quality facilities) and street systems during the two-year maintenance period. During
that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's
compliance with the maintenance requirements. Upon satisfactory completion of the two-year
maintenance period, the remainder of the bond will be released Maintenance for public roads and
subdivision drainage facilities then become the responsibility of the city. Maintenance for private roads
and drainage facilities, including short plats, remain the responsibility of the individual property owners.
5. When topographic survey information is shown on the plans, the vertical datum block shall include the
phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are
called out.
6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be
drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
8. Provide cut and fill quantities on the clearing and grading plan.
9. Temporary Erosion and Sediment -control (TESC) measures, per Appendix D of the 2009 KCSWDM,
must be shown on the engineering plans.
10. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
Doc ID: 72664
File #16-101164-OOPC
Mr. T. Dennis Kirkpatrick
Page 10 of 17
April 7, 2016
PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.long tr), iyoffederalway,com)
Transportation Concurrency Analysis (FWRC 19.90)
1. A concurrency permit is required for this development project. The concurrency analysis will determine if
adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed
development project. Please note that supplemental transportation analysis and concurrency mitigation
may be required if the proposed project creates an impact not anticipated in the six -year Transportation
Improvement Plan (TIP).
2. Based on the submitted materials for 3,450 square feet (5 wash stalls), and 400 square feet coffee shop,
the Institute of Transportation Engineers (ITE) Trip Generation - 8th Edition, land use code 947 (Self -
Service Car Wash and Coffee Shop), the proposed project is estimated to generate approximately 34 new
weekday PM peak hour trips.
The trip generation for the drive-thru coffee shop is an estimate based on a study prepared by Portland
State University ITE. The applicant's traffic engineer may submit a trip generation study to determine the
number of trips generated by the proposed development. At a minimum, the trip generation study shall
include three studies for similar land use and settings approved by the Traffic Division. The methodology
for determining the trip generation shall be based upon the guidelines established in the most recent
edition of the ITE Trip Generation Handbook,
4. The estimated fee for the concurrency permit application is $2,055.00 (10 - 50 trips). This fee is an
estimate and based on the materials submitted during the preapplication conference. The concurrency
applicant fee must be paid in full at the time the concurrency permit application is submitted with the
land use application. The fee may change based on the new weekday PM peak hour trips as identified in
the concurrency trip generation. The applicant has the option of having an independent traffic engineer
prepare the concurrency analysis consistent with city procedures; however, the fee remains the same.
Transportation Impact Fees (TIF) (FWRC 19.91)
1. Based on the submitted materials for five stalls self-service carwash and 400 square feet coffee shop, the
estimate traffic impact fee is $64,017. Please note, the actual impact fee will be calculated based on the fee
schedule in effect at the time a building permit application is filed and must be paid prior to permit
issuance.
Transportation Impact Analysis (TIA) (FWRC 19.135)
1. A Traffic Impact Analysis (TIA) prepared by engineer licensed in the state of Washington is required for
this development project. The engineer should contact the Traffic Division for a scoping sheet in the
initial stages of their study. The TIA should include the following analysis:
• Sight distance analysis per AASHTO for the proposed access.
■ Queuing analysis of access points for evening and Saturday peak hours.
File #16-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 11 of 17
April 7, 2016
Street Frontage Improvements (FWRC 19.135)
1. Per FWRC 19,135.040, the applicant/owner will be expected to construct street improvements consistent
with the planned roadway cross -sections as shown in Appendix III -A in Chapter III of the Federal Way
Compnhensive Plan (FWCP) and the Capital Improvement Program (CIP), shown as Table III-10. Based on
the materials submitted, staff conducted a limited analysis to determine the required street improvements.
The applicant will be expected to construct improvements on the following streets to the city's planned
roadway cross -sections:
a SW 357th Street is a Minor Collector planned as a Type "S" street, consisting of a 36-foot street
with curb and gutter, 4-foot planter strips with street trees, 5-foot sidewalks, and street lights in
a 60-foot right-of-way. This street is fully improved to current adopted standard. As such, no
right-of-way dedication or street improvements are required. However, this development may
need to restripe the road to provide a left lane.
Access Management (FWRC 19.135)
1. The proposed driveway on SW 357th Street should be at least 150 feet to any other street intersection or
driveway, whether on or off the subject property. The current proposal does not meet access
management standards and should be modified.
2. Access may be further restricted if such access would interfere with the 95th percentile queue lengths
from any existing traffic control device.
4. The director may grant a modification administratively to reduce spacing standards by up to 20 percent
of the tabular values with supporting documentation (FWRC 19.135.290). Once preliminary traffic
queuing analysis has been completed, the applicant's traffic engineer may submit a written request for
access modification if desired. Please note that these modification requests have a nominal review fee.
5. Driveways that serve uses other than single-family residential uses and zero lot line townhouse
development; the maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a
three -lane two-way driveway (FWRC 19.135.270). Driveway widths may, be increased in order to provide
adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the
Public Works Director.
6. Submit an intersection sight distance analysis for the design vehicle used at driveway intersection with
SW 357th Street. The analysis shall be conducted in accordance to the latest AASHTO guidelines (3.5 feet
object height, 3.5 feet driver's eye height, 14.5 feet back from the edge of the traveled way for passenger
vehicles). The analysis must bear the seal of a licensed engineer in the state of Washington. The sight
distance triangle shall be depicted on the plan set.
7. Please provide photo documentation within the appendix of the sight distance analysis. A m.L- mum of one
photo looking to the left and one looking to the right will show the location of the viewer in accordance to
AASHTO guidelines. The site plan with plan and profile sheets should also be incorporated into the report
to provide the site distance documentation. Indicate if there are any street trees, landscaping requirements,
Doc ID: 72664
File #I6-101184-OOPC
Mr. T. Dennis Kirkpatrick
Page 12of17
April 7, 2016
or any other objects existing or proposed to be within the sight distance triangle. State if the sight distance
requirements are met or not and provide any traffic safety mitigation measures.
Miscellaneous Safety Related Comment
1. The applicant's engineer needs to submit a Vehicle Turning Diagram to the Public Works Traffic Division.
This diagram will show how the appropriate design vehicle (such as a bus, garbage truck, and WIB-62) can
enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb.
The site plan should be modified accordingly.
PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770,
robs@ cityy ff'e d_e ralway. c o m )
Solid Waste & Recycling Design Considerations
The carwash use typically produces excess garbage from customers. Please indicate on the plans garbage
capacity and locations on the submittal materials. A video surveillance systems has been used at similar sites
as a deterrent for dumping if the proposal includes 24-access to services.
The Coffee Shop appears to be a drive -through. If that is the case, an enclosure can't fit near (to foster
monitoring customer access to containers). The designer might want to designate striping for the drive -
through (and wash bays) to show the traffic pattern with the nearby entrance/exit.
Solid Waste:
A suggested location for an enclosure is the northeast corner (north of the Car Wash building). See
attachedenclosure— the orange rectangle shows the enclosure spot and gate opening. That should work if the
area and access to it is paved (paving is not well defined on the 3/8/16 plan), and if this spot won't block
traffic exiting wash bays to the north. If there is a traffic flow conflict, there may be room to pivot the Car
Wash building's orientation (per the red arrows) from north -south to slightly northwest -southwest to allow
for traffic flow and the space for an enclosure.
Document enclosed has suggestions on enclosure design, screening, and FWRC for the designer to review.
Provide a garbage dumpster with several carts for recycling or organics diversion.
Help with many design parameters related to service access is available via the City's contracted solid waste
services provider, Waste Management. Contact: John Davis — Senior Route Manager at 206-786-4530 (cell).
BUILDING DIVISION (Peter Lawrence, 253-835-2633, peter.lawrence[1-D-ciiyoffederalway.com}
International Building Code (IBC), 2012
International Fire Code (IFC), 2012
Washington State Amendments WAC 51-50
Washington State Amendments WAC 51 -54
International Mechanical Code (IMC), 2012
National Electric Code (NEC), 2012
Washington State Amendments WAC 51-52
Accessibility Code, ICC/ANSI A117.1 — 2009
Uniform Plumbing Code (UPC), 2012
Washington State Energy Code, 2012 WAC 51-11
Washington State Amendments WAC 51-56 &
WAC 51-57
File #16-101184-OOPC Doc ID: 72664
Building Criteria
Occupancy Classification: B
Type of Construction: V-B
Floor Area: Car Wash/3450 and Coffee Shop/400
Number of Stories: 1
Fire Protection: unknown
Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1
A complete building permit application and commercial checklist. (Additional copies of application and
checklists may be obtained on our web site at wtv<v.ci offederalwa..com.
Submit five sets of drawings and specifications. Specifications shall include: two Soils report; two
structural calculations; two energy calculations; and two ventilation calculations.
Note: A Washington State Registered architect's stamp is required for additions/alterations (new or existing)
of 4,000 gross floor area or greater, unless specifically listed as an "exempt" structure per the Revised Code of
Washington (RCW).
Energy code compliance worksheets are required to be completed and included with your permit application.
A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations
submitted.
Federal Way reviews plans on a first in, first out basis; however, there are some small projects with
inconsequential review requirements that may be reviewed out of order.
Review Timing
The first comment letter can be expected within four weeks of submittal date. Re -check of plans will occur in
one to three weeks after re -submittal.
Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally
submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response what
changes have been made from the original drawings. Plans for all involved departments will be forwarded
from the Community Development Department.
Other Permits & Inspections
Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems, and signs.
Applicants may apply for separate permits at any time prior to commencement of construction.
When required, special inspections shall be performed by WABO approved agencies or by agencies approved
by the building official prior to permit issuance. Construction must be approved by all reviewing departments
prior to final building division inspection.
All concerned divisions, departments, and agencies (planning, public works, electrical, and fire) must sign off
before the Building Division can final the structure for occupancy. Building final must be approved prior to
the issuance of a Certificate of Occupancy.
16-101184-PC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 14 of 17
April 7, 2016
Construction projects may be required to have a pre -construction conference. If a pre -con meeting is
required, the general or representative, all subs, the architect or representative, the engineer or representative,
electrical contractor, and any other interested party should attend this meeting. Meetings will occur at the
Building Division and will be scheduled by the inspector of record for the project.
Site -Specific Requirements
• ADA accessibility shall be required for parking, the car wash, and accessibility shall be
provided into the coffee shop.
• ADA compliant restrooms shall be provided per the Internadonal Building Code (IBC)
2902.3.
The information provided is based on limited plans and information. The comments provided are
not intended to be a complete plan review and further comments are possible at time of building
permit plan review.
LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, basbur a.lakehaven.org)
Water
• A Certificate of Water Availability (application- form enclosed) issued separately by Lakehaven may be
required to be submitted with any land use and/or building permit application(s) (check with land use
agency for requirement). The certificate is valid for one year from date of issuance. If a certificate is
needed, allow one to two work days to issue for typical.
• Fire flow at no less than 20 psi available within the water distribution system is a minimum of 1,600 gpm
(approximate) for two hours or more with an approximate system velocity of 10+/- ft/s. This flow figure
depicts the theoretical performance of the water distribution system under high demand conditions. If
needed, replacing the existing dead-end 8" main line segment with 12" pipe, or looping the existing dead-
end 8" segment east -then -north back to existing main at SW 356th Street, would provide approximately
2,800+/- gpm, with an approximate system velocity of 8+/- ft/s. If more precise available fire flow
figures are required or desired, the applicant can request Lakehaven perform a system hydraulic model
analysis (separate from, or concurrent with, an application for availability). The current 2016 cost for a
hydraulic model analysis is $200.00. Fire flow rates greater than available in the existing distribution
system may be accommodated through water distribution system improvements. Please contact
Lakehaven for further detail.
The site does not have any previous or existing water service connections.
+ A water service connection application (form enclosed) submitted separately to Lakehaven is required for
each new service connection to the water distribution system, or any modification to an existing water
service connection (e.g., larger service, irrigation, abandonment of existing service[s], re -activation, etc.),
in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Non -single-
family properties require separate domestic (per building), irrigation (if irrigated landscaped areas are
incorporated into the site development), and fire protection (if required or installed) water service
connections and meters.
File 416-101184-OOPC Doc ID: 72664
I
Mr. T. Dennis Kirkpatrick
Page 15 of 17
April 7, 2016
Installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each
service meter is required pursuant to WAC 246-290-490 and Lakehaven standards regarding premise
isolation. With the carwash being a high health cross -connection hazard, a reduced pressure backflow
assembly (RPBA) is required. With the irrigation service being a low cross -connection hazard, either a
double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is required. If a
separate fire protection service connection is needed, or desired, and as a low cross -connection hazard, a
double check detector assembly (DCDA) or a reduced pressure detector assembly (RPDA) is required for
3" and larger connections. For 2" and smaller connections, a separate full -flow meter with a Double
Check Valve Assembly (DCVA) or RPBA is typical. Contact Lakehaven's Cross -Connection Control
Program Manager Chris Zoepfl at czoepa@lakehaven. , or 253-946-5427, for additional information
on premise isolation and BPA testing coordination.
■ The applicant will be required to complete and submit a Water Use Questionnaire (WUQ, copy
enclosed). Information in the WUQ will be used by Lakehaven to determine specific premise isolation
(aka backflow prevention) requirements.
■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees,
charges, and/or deposits (2016 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection application(s) to Lakehaven. Connection charges are due at the time
of application for service. All Lakehaven fees, charges and deposits are typically reviewed and adjusted (if
necessary) annually; and are subject to change without notice.
• Water Service/Meter Installation: TBD. Actual sizes (domestic & irrigation) TBD by Lakehaven
based on applicant's estimated maximum GPM usage rates.
■ Capital Facilities Charge(s)-Water: TBD by Lakehaven, based on annual water usage (domestic &
irrigation, separately) estimates submitted by the applicant to Lakehaven. There are no water system
capacity credits available for this property from system capacity charges previously assessed, paid
directly to Lakehaven, and/or credited to the property. Current 2016 Water Capital Facilities Charge
rate is ,$3,629.00 per Equivalent Residential Unit (ERU). Please contact Lakehaven for further detail.
• Right -of -Way Permit Fee (City of Federal Way): ,$410.00.
• Other (describe): None anticipated.
Sewer
■ A Certificate of Sewer Availability (application form enclosed) issued separately by Lakehaven may be
required to be submitted with any land use and/or building permit application(s) (check with land use
agency for requirement). The certificate is valid for one year from date of issuance. If a certificate is
needed, allow one to two work days to issue for typical.
• The site does not have any previous or existing sewer service connections, but does have one existing 6"
sewer service stub (see enclosed map).
■ A separate Lakehaven sewer service connection permit (application form enclosed) is required for each
new connection to the sanitary sewer system or any modification (re -align, abandon, etc.) to an existing
sewer service connection, in accordance with standards defined in Lakehaven's current "Fees and Charges
Resolution." Minimum pipe slope for gravity sewer service connections is two percent. In addition to all
File #16-101184-OOPC Doc ID: 72664
Mr. T. Dennis Kirkpatrick
Page 16of17
April 7, 2016
other sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically
required on the private building sewer line, for all new or modified non-residential connections. Also,
installation of an externally -located oil/water separator will be required for pretreatment of the car wash
sewer discharges; size to be determined by applicant's engineer.
• The applicant will be required to complete and submit a Sewer Use Survey (SUS, copy enclosed).
Information in the SUS will be used by Lakehaven to determine specific pretreatment requirements (if
any). Restaurants and/or commercial food preparation facilities must install and utilize an externally -
located, grease interceptor; size to be determined by applicant's engineer.
• Execution of a Discharge Agreement will be required, as a condition of Lakehaven issuing any Sewer
Service Connection Permit for new or modified sewer service connection(s).
■ Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees,
charges, and/or deposits (2016 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection apphcation(s) to Lakehaven. Connection charges are due at the time
of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if
necessary) annually, and are subject to change without notice.
■ Sewer Service Connection Permit Fee: ,$300 per building.
K Capital Facilities Charge(s)-Sewer: TBD by Lakehaven, based on annual water usage (domestic)
estimates submitted by the applicant to Lakehaven. There are no sewer system capacity credits
available for this property from system capacity charges previously assessed, paid directly to
Lakehaven, and/or credited to the property. Current 2016 Sewer Capital Facilities Charge rate is
,$3,206.00 per Equivalent Residential Unit (ERU). Please contact Lakehaven for further detail.
■ Other (describe): None anticipated.
General
All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's
current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations
and policies may affect the above comments accordingly.
SOUTH KING FIRE AND RESCUE (Vince.Faranda, wince.faranda@southkingfsre.org)
No fire systems required.
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your
project. We have made every effort to identify major issues to eliminate surprises during the city's review of
the formal application. The completion of the preapplication process in the content of this letter does not
vest any future project application. Comments in this letter are only valid for one year as per FWRC
19.40.070(4).
File #16-101184-OOPC Doc 1D: 72664
Mr. T. Dennis Kirkpatrick
Page 17 of 17
April 7, 2016
As you know, this is a preliminary review only and does not take the place of the full review that will follow
submission of a formal application. Comments provided in this letter are based on preapplication materials
submitted.
Modifications and revisions to the project as presented for this preapplication may influence and modify
information regarding development requirements outlined above. In addition to this preapplication letter,
please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the
codes that are not addressed in this letter are still required for your project.
If you have questions about an individual comment, please contact the appropriate department representative
noted above. Any general questions can be directed towards the key project contact, Leila Willoughby -Oakes,
at 253-835-2644, or leda.willoughbnr oakes@cityoffederalway.com. We look forward to working with you.
Sincer ' ,
l-
IA& Willoughby -Oakes
Associate Planner
enc: Master Land Use Application
FWRC 19.125.050, Landscaping Types (Type I & III Landscaping Types)
Process II Information
CPTED Checklist
Lighting Standards
Solid Waste & Recycling Design Considerations
Lakehaven Enclosures
Redlined Site Plan
Peter Lawrence, Building Plans Examiner
Kevin Peterson, Development Services
Jared Kono, 3512 141st Street Court NW, Gig Harbor, WA; 98332-9157; ikona msn.gom (Owner)
File Copy
Doc ID: 72664
File #16-101184-OOPC
CITY OF
Federal Way
March 31, 2010
9:00 a.m.
Pre -application Conference Sign in Sheet
COMMUNITY DEVELOPMENT REVIEW COMMITTEE
Name: Kono Carwash and Coffee
Address: *No Address* (252103 9058)
File Number: 16-101184-PC
City Hall
Hylebos Room
NAME
Leila Willoughby -Oakes,
DEPARTMENT / DIVISION
TELEPHONE NUMBER
Planning/ CD
253-835-2644
Associate Planner
Leila.Willoughby-
Oakes@cityoffecleralwU.com
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Present use:
Vacant(Commercial)
Property name:
VACANT LAND
Jurisdiction:
FEDERAL WAY
Taxpayer name:
TSO KIM
Address:
35620 22ND AVE SW 98023
Appraised value:
$145,900
Lot area:
30,736
Levy code:
1205
Pronerrtv RPnort
Districts RPnort
CITY OF
L Federal Way
March 10, 2016
FFILE'
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
T. Dennis. Kirkpatrick Emailed: deiiiiisi(—@kirk atrickareiiitects.com
876 Nevineyard Lane
Bainbridge Island, WA 98110
RE: File #16-101184-00-PC; NOTICE OF PREAPPLICATION CONFERENCE
Kono Carwash/Coffeestand, 35620 22°d Ave. SW, Federal Way (Parcel No. 252103-9058)
Dear Mr. Kirkpatrick:
The Community Development Department is in receipt of your preapplication conference request. The
application has been routed to members of the Development Review Committee and the meeting has been
scheduled as follows:
9:00 a.m. — Thursday, March 31, 2016
Hylebos Conference Room
Federal Way City Hall, 2"d Floor
33325 8t1i Avenue South
Federal Way, WA 98003
We look forward to meeting with you. Please coordinate directly with anyone else you would like to
attend the meeting as this will be the only notice sent by the department. If you have any questions
regarding the meeting, please contact me at lei la.willou hbt'-oakes a.citvoffedet-alway.com, or 253-835-
2644.
KVRega
Leila Willoughby -Oakes
Associate Planner
15. 101 1.&4-PC Doc, I D 72666
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: March 9, 2016
TO: E.J. Walsh,,Development Services Manager
Peter Lawrence, Plans Examiner
Brian Asbury, Lakehaven Utility District
Vince Faranda, South King Fire & Rescue
Rob Van Orsow, Solid Waste/Recyc Coordinator (emailed)
Rick Perez, City Traffic Engineer
Tina Vaslet, Sr. Planner, Pierce Transit (emailed)
Ben Hans, Transit Planner, KC Metro (emailed)
Anne Smith, Tacoma Power/Water (emailed)
FROM: Leila Willoughby -Oakes, Planning
FOR DRC MTG. ON: March 24, 2016, 10:00 AM - Internal
March 31, 2016, 9:00 AM - with applicant
FILE NUMBER(s): 16-101184-00-PC
PROJECT NAME: KONO CAR WASH/COFFEE-STAND
r
PROJECT ADDRESS: 35620 22ND AVE SW
ZONING DISTRICT: BN
PROJECT DESCRIPTION: Proposal to construct a new xxx sq. ft. carwash
facility and xxx sq. ft. coffee shop with 11 parking
spaces. Serviced by Tacoma Power and Lakehaven Utils.
LAND USE PERMITS: Pre -Application
PROJECT CONTACT:
T. DENNIS KIRKPATRICK- Architect
876 NEVINEYARD LANE
BAINBRIDGE ISLAND
Email: dennis@kirkpatrickarchitects.com
MATERIALS SUBMITTED: Site Plan
Application
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Regards
Anne Smith
Sr. Real Property Specialist
3628 S 35`" Street
Tacoma, WA 98409
253.502.8780
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From: Leila Willoughby -Oakes [ma ilto:Lei la.Willou hb -Oakes ci offederalwa .com
Sent: Wednesday, March 09, 2016 12:48 PM
To: Smith, Anne
Subject: RE: E-routing 16-101184-PC ( Kono Carwash 35620 22nd Ave SW)
w
LU
N
Leila Willoughby -Oakes
From: Smith, Anne <ASmith2@ci.tacoma.wa.us>
Sent: Wednesday, March 09, 2016 1:04 PM
To: Leila Willoughby -Oakes
Subject: RE: E-routing 16-101184-PC ( Kono Carwash 35620.22nd Ave SW)
Leila,
The drawing below represents Tacoma Water's existing mains in that location. The only mains in that area are domestic
mains with meters, with only the 8" extending across the County line and traveling north within the street right of
way. So there appears to be no conflict with any easement rights.
Thanks for sending, I appreciate your thoughtfulness.
1
VET MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8's Avenue South
CITY OF MAR 09 ZA Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
FederalWay .m , veDeAL "Ay www.cityoffederalway.coin
C CDS
APPLICATION NO(3) V I� O ^Tv Date ��� W�
Project Name 'ONO CAKwAER4
Property AddressfLocatiori ^S.6'20 22.NC> A*4e9 i- S.)WI
Parcel Numbers)
Project Description
PLEASE PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
_ -Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
5N Zoning Designation
Comprehensive Plan Designation
Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
tr7t W VF 01 Occupancy Type
y_ B Construction Type
Applicant
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Agel� (if different than Applicant)
b. ^f".T t is l�1g4 TR1 ,
Address: E576 9:FV1KEVPPv LA&V--7
City/State: 5AS19w4rXP4,P, WA
Zip:cigbt 44
Rhone: Sc* •g63.7OS7
Fax:t'
Email:Ysl r]
Owner
Name: ,p5fZF,Q ,A . `h��
Address: 3512 1411 � t4v"
City/State: OW ram —
WA
z;p: je311.53
Phone: -5W -
Fax: •C�
kDr�d2! d
Email:J '
Signature:
. 2016
CITY OF Al%_ _ Estimate of Development Traffic Impact Fees
Federal '111Jay
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 Kono Car Wash / Coffee Stand
File Number
Street Address
City, State Zip Federal Way WA
Parcel Number (s)
Traffic Impact Fee Estimated By SL
Is this project locate within the City Center Zone? If "YES", please use City Center Impact Fee sheet.
STEP #2: Land Use Type
Select the proposed Land Use Type(s) from the drop down memu below. Enter the proposed number of units for
the Project
Proposed Land Use Type (s)
1) 1 Self -Service Car Wash—
2)
14. Espresso with Drive -Through
3)
4)
1 ••NONE-•
"NONE -
Unit of
Measure
stall
sf/GFA
N/A
N/A
Number of Impact Fee Rate per Preliminary Impact
Unit(s) Unit of Measure Fee Amount
9,906.13 $ 49,530.65
31.55 $ 12,621.92
$ 62,152.57
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) *'NONE"'
N/A
$ $
2) .-NONE""
N/A
$ $
3) "`NONE"'
N/A
$ $
STEP #4: Total Impact Fee
Calculate estimated Total Traffic Impact Fee payment amount, including Administrative Fees.
(8036) - Traffic Impact Fee (Before adjustment) $ 62,152.57
Credit/Adjustment including Change of Use $
(8036-1) Administrative Fee (3%) $ 1,864.58
TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 64,017.15
Timing of Traffic Impact Fee (TIF) Payment
For residential land divisions, fees shall be calculated and paid at the time of plat recording. For un-platted single-
family residential lots, commercial and multi -family developments, fees shall be calculated based on the impact fee
schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. For
residential land divisions and un-platted single-family residential lots, the transportation impact fee may be deferred,
but shall be paid no later than the closing of sale of each individual house. Covenants prepared by the city to
enforce payment of the deferred fees shall be recorded at the applicant's expense on each lot at the time of plat
recording for residential land divisions and prior to building permit issuance for un-platted single-family residential
lots. The fee shall be calculated based on the impact fee schedule in effect on the date of payment of the impact
fee.
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