18-100931ClIfY OF
Fbdeml
F
1.
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
Surinder Khela Emailed: skliela.bSCagniail.corn:
13036 SE Kent Kangley Rd., Suite 436
Kent, WA 98030
Re: File #18-100931-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Best Western Premier Hotel, 34201 Pacific Hwy. S., Federal Way (Parcel #'s 202104-9100 & -9052)
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held March 29, 2018, 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 Water and Sewer and
South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant
information handouts are enclosed with this letter. Please be advised, this letter does not represent all
applicable codes. In preparing your formal application, please refer to the complete FWRC and other
relevant codes for all additional requirements that may apply to your project.
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appropriate DRC representative as listed below. Otherwise, any general questions about the
preapplication and permitting process can be referred to your key contact.
PROJECT DESCRIPTION
Proposal to construct a 4-story, 90-100 room hotel with a great room, limited service restaurant and
indoor pool on 3.76 acres. The two -parcel site is vacant and contains critical areas.
MEAJOR 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
iclans, These ma[or issues onlp re1%,resent comments that the DRC consider most si -vificant to pour project
and do not include the majority of the comments provided. The major issues section is only provided as a
means to highlight critical requirements or issues. Please be sure to read the entire department comments
made in the next section of this letter.
Mr. Khela
April 26, 2018
Page 2
Planning Division
• Process III and SEPA Review are required.
• There are critical areas on the site. A critical area report (waterway and wetland delineation) is
required and will be reviewed by the city's consultant at the applicant's expense. The approved
critical area report will determine the buildable area on the subject property.
• A stream buffer intrusion request is not necessary for the reasonable development of the subject
property, particularly as all critical areas are depicted at the rear of the proposal site.
• The proposed height is < 45 feet. The roof shall be designed to avoid a predominantly flat and
featureless appearance through variations in roof height, forms, angles, and materials if the
applicant requests additional height (as shown the roof is flat without angles or change in
materials).
• Please make a secondary entrance fagade or re -arrange the existing main fagade to face/front the
right-of-way providing greater connectivity to the street per FWRC 19.115.090(2)(b). As
proposed, the entrance is somewhat visible from the right-of-way; however, as it is setback it is
blocked by the Community Church to the south and on -site parking areas.
• Install a 6-foot pedestrian connection from the interior of the project (entrances) to the public
sidewalk on Pacific Highway South.
• The applicant shall locate parking behind the building or comply with FWRC 19.125.070(5)(a)
parking area screening requirements (i.e. 3-foot berm with landscaping). The preapplication site
plan depicts parking spaces in the front yard that do not comply. Planning staff recommend
locating the building closer to the street; the minimum front yard setback for hotels in the CE
zone is 5 feet. Moving the building closer to the street may assist in avoiding critical area
impacts.
0 Public Works Development Services Division
Detention, water quality treatment, and flow control Best Management Practices are required for this
site, as outlined in the 2016 King County Surface Water Design Manual. The applicant may convey
treated storm water directly to the Regional Detention Facility (RDF) without providing detention,
per the terms of a document entitled "Agreement for Perpetual Easementrecording #9509221881.
Conveyance to the RDF is the responsibility of the developer. The RDF may not be compromised by
construction.
o Public Works Traffic Division
# Transportation Concurrency Management (FWRC 19.90) — Transportation concurren
permit with application fee of $8,760 is required for the proposed project.
4 Traffic Impact Fees (FWRC 19.91) — Traffic impact fees payment estimated at $258,80
• Frontage Improvement Pro-rata Share Contribution — The applicant may be required
contribute on a per -front -foot basis towards the SR 99 Phase V improvement project.
• Access Management (FWRC 19.135.260) — The current proposal needs to meet access
management standards per F)VRC 19.135.280.
a. Revise current proposal to meet access management standards (FWRC 19.135.280).
18-10093 1 -00-PC Doc ID: 77375
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplicatiOD conference. Each section should be read thoroughly. If you have questions, please contact
the representative listed for that section.
COMMUNITY DEVELOPMENT — PLANNING DIVISION
Leila Willoughbl-Oakes, 253-835-2644,Li
1. Zoning Designation and Use —The subject property is designated Commercial Enterprise (CE).
Hotel uses and restaurant uses are permitted within the CE zone pursuant to Use Zone Charts FWRC
19.240.090 and 19.240.110.
Meetingfollow-up: As discussed at the meeting, the applicant shall depict restaurant area gross floor
area on Process III plans to calculate the parking requirements (I space per 100 sq. ft. of restaurant).
2. Use Application —The proposed project is subject to Use Process III review pursuant to FWRC
Chapter 19.65, 'Process III — Project Approval'. Process III use review is conducted administratively,
with a written decision issued by the Director of Community Development following review. Refer to
the Development Requirements checklist, Bulletin #0 14, for specific submittal requirements.
1 Environmental Review — The project is subject to environmental review under SEPA for the
proposed actions: construction of a new building greater than 12,000 square feet and a parking lot
with more than 40 parking stalls. The environmental review is a component of the Process III land
use application and a complete environmental checklist with notice materials will be required. The
city may utilize the optional DNS notice procedures for applications that include a SEPA checklist.
The optional DNS process allows a combined project and anticipated environmental determination
public notice period that expedites the overall land use application process. An environmental
threshold determination made by the Director of Community Development must be issued prior to
land use or building permit approval. Public notice will be required as established in FWRC
14.10.040 and Item #4.
4Public Notice — Process III applications require a public notice and 15-day comment period. Within
14 days of issuing the Letter of Complete Application, a Notice of Application will be published in
the Federal Way Mirror, mailed to persons within 300 feet of the subject property (see the enclosed
mailing envelope handout), posted on the subject property by the applicant, and placed at the City's
three designated notice boards.
5, Land Use Review Timeframes — The city makes every effort to issue land use decisions within 121
days of a complete application. However, the review timeframe is suspended at any time that
additional information is requested by the city. The applicant must submit requested information
within a 180-day timeframe, unless an extension is granted pursuant to FWRC 19.15.050(2).
Application Fees — Please contact the Permit Center at 253-835-2607 for the following review fees
applicable for your project. Also note, some applications require an intake appointment.
• Process III Project Approval
• SEPA submitted concurrently with Process III applications
• Concurrency
18-10093 1 -00-PC Doe ID: 77375
Mr. Khela
April 26, 2018
Page 4
Mailing Envelopes (if applicable)
Administrative Decision (3d parly critical area reviel
There are other fees including building permit, engineering review, inspection, traffic impact, and
other fees that are applicable at time of filing for a building pen -nit.
Please note that the building permit process is separate from land use review. You can submit a
building pen -nit application any time and a planner will be assigned as your project manager.
However, no building permits can be issued until a SEPA determination is made by the SEPA
Official, and land use approval is granted, and appeal period is completed. No clearing, grading,
filling actions may occur on site in advance of the SEPA, land use permits, building or grading
permit, or other approval processes as required by the City. I
6. Environmentally Critical Areas — The subject property contains critical areas and/or associated
buffers: stream and possible wetland buffers. Pursuant to FViRC 19.145.080, a critical areas report
that adequately evaluates the proposal and probable impacts is required.
Wetlands — The city's critical area mapping depicts a wetland on the property to the north.
Delineation and rating of this wetland will be required to determine the exact impacts of your
proposal on the wetland and wetland buffer. The report, when approved by the city, will determine
valid for five VAears. See FWR&
19,145.410-420 (enclosed) for wetland delineation and rating standards.
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buffers on and within 225 feet of the subject property from the boundaries of the proposal site. There
is an off -site Category 11 within 225 feet of the subject property on tax parcel 202104-9051 to the
north. The wetland was evaluated under the city's old critical areas; the wetland must be rated per the
riew critical area ordinance adopted in June 2015.
For off -site areas with limited or no access, your biologist must estimate conditions using best
available information (i.e., mapping, observation, past permits). These efforts will ensure the buildin;!.4
and site improvements do not impact wetland buffers extending off -site.
Comer/South 336"' regional detention and wetland/stream restoration project. It is reasonable to
assume the city facilitate applicant's biologist access to the off -site wetland in order to rate and
determine wetland buffer widths as there is a capital facility on the property. Please contact Ann
Dower, Senior Engineering Plans Reviewer, at 253-835-2732.
No work or improvements may occur in a wetland or stream buffer except for the following per
FWRC 19.145.160:
• Landscaping;
• Building overhangs; and
• Fences and railings six feet and less in height.
IS- 10093 1 -00-PC Doc ID: 77375
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Stream — The city's critical area map depicts the West Hylebos Creek traversing across the west
portion of the western lot. The stream may impact both tax parcels 202104-9100 & -9052. The stream
and its buffer measured from the top of bank/ordinary high water mark, in addition to any wetland
buffers described above (if applicable) must be delineated pursuant to the city's new critical areas
the land use drawings and recorded as a notice on title (see
FWRC 19.145.150(4), FWRC 19.145.170 and FVY'RC 19.145.260).'
Criticat area marKers, signs, anajences — JF eTe" . . Is appit"M I I
that the boundary between a critical area buffer and contiguous land shall be identified with
penrianent signs. Permanent signs shall be a city -approved type designed for high durability. Signs
must be posted at an interval of one per lot or every 150 feet, whichever is less, and must be
maintained by the property owner. Sign specifications are available in the Public Works Engineering
Design Manual.
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order to protect the values and functions of the West Hylebos Creek and to prevent future intrusio
or unpermitted vegetation removal during routine site maintenance. I
Wellhead Protection Zone —A portion of the subject property is within a I 0-year Wellhead Protection
Zone. The applicant is required to submit a Hazardous Materials Inventory Statement (enclosed) that
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7. Rooftop Mechanical Equipment — FWRC 19.110.070 requires vents, mechanical and elevator
equipment, and similar appurtenances that extend above the roofline to be architecturally screened
from public view. Submit a corresponding elevation detail with your formal application.
Meetingfollow-up: Site utilities (ground electrical boxes) visible in the front yard must be
underground or screened by walls matching the primary building and/or Type I landscaping (see
Community Design Guidelines FWRC 19.115).
8. Lighting — Lighting levels shall not spill onto adjacent properties (FWRC 19.105.030); lighting sh
be provided in all loading, storage, and circulation areas; and lighting standards shall not reduce th
amount of landscaping required for the project (FWRC 19.115.050). A photometric lighting plan th -
i meets the standards of the Illuminating Engineering Society (IES) minimum outdoor light levels w1l
be required with the Process III application.
9. Key Development Regulations — All site improvements must comply with the applicable FWRC
development regulations. The following general regulations will apply to the proposal.
a. Setbacks — For the hotel and retail/restaurant use, setbacks are 5ft front, 5ft side, and 5ft rear.
Different setbacks may apply per critical area delineations.
a won 0 6 a 0
1 A 5-foot building setback from the stream buffer applies.
19- 10093 1 -00-PC Doc ID: 77375
19.240.090(2). Approval by the director of community development is required and the applical
must meet all of the following criteria:
i. The increased height is necessary to accommodate the structural, equipment, or
operational needs of the use conducted in the building, and/or all ground floor spaces
have a minimum floor -to -ceiling height of 13 ft. and a minimum depth of 15 ft.;
ii. Height over 40 ft. is set back from non-residential zones by one additional ft. for each
one ft. of height over 40 ft.; and
iii. Roof lines are designed to avoid a predominantly flat and featureless
appearance through variations in roof height, forms, angles, and materials.
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and materials for all sides visible from the right-of-way. The applicant proposes several roof
pedestals.
The restaurant maximum height is 40 ft. ABE with opportunities to build up to 55 ft. as set forth
in FWRC 19.240.270(2).
c. Lot Coverage — No maximum lot coverage is established.
Parking — One (1) parking space per room is required for the hotel. One (1) parking space for
every 300 square feet of gross floor area is required for the retail portion. For the restaurant
parking requirements are one (1) parking space for each 100 square feet of gross floor area for
flxor area for -fast food. Qr to 25
percent of the spaces may be designated as 'compact' as shown in the enclosed Parking Lot
Jesign Criteria bulletin.
If the hotel includes accessory meeting, conference room, or other facilities that will be used by
basis, based on the nature and extent of such facilities.
Meetingfollow up: Please show the restaurant gross floor area on the plans in order to calculff"I
parking requirements (I space per 300 sq. ft. of gross floor area).
(approximately 25 spaces).
The hotel must also provide electric vehicle charging stations. Contact Peter Lawrence, Plans
Examiner, at Peter. or 253-835-2621 for additional information.
10. Community Design Guidelines — Review of the proposal under the city's design guidelines, FVVRC
Chapter 19.115, is required for the project and will occur in conjunction with the Process III decision.
The principal applicable guidelines for the project are noted below. However, this does not necessarily
include all applicable guidelines, and project designers must consult the guidelines in their entirety in
preparing an application. The application must include a written narrative identifying how the proposal
complies with the applicable design guidelines, as detailed.
18-10093 1-00-PC Doc ID: 77375
Mr. Khela
April 26, 2018
Page 7
FWRC 19.115.010(2) CPTED — Implement Crime Prevention through Environmental Design
(CPTED) principals to reduce opportunities for criminal activities to occur. The city's Police
Department and Planning Division will evaluate the formal application and review for
compliance with CPTED principles. A completed CPTED checklist must be submitted with your
application.
i. Natural Surveillance — Promote visibility of public spaces and areas.
ii. Access Control — Identify techniques that deter unauthorized and/or inappropriate access.
iii. Ownership — Reduce perception of areas as ownerless.
b. FWRC 19.115.050 Site Design — Refer to all sections of this chapter for site design standards.
Key sections include:
i. (1) General Criteria (b), (c), (d), (e), (f), and (g)
ii. (2) Surface parking lots (a), (b), (c), and (e)
iii. (4) Pedestrian Circulation and Public Spaces (a), (b), (c), (e) and (f)
iv. (5) Landscaping
v. (6) Commercial services (a) and (b)
vi. (7) Miscellaneous (a)
FWRC 19.115.060 Building Design — Key design requirements of this section apply to the project
as follows.
building facades that are both longer than 60 feet and are visible from either a
right-of-way or residential use must incorporate a minimum of two out of four
design options intended to break up the mass of large buildings. These design
options include fagade modulation, landscaping, canopy or arcade, and associated
pedestrian plazas.
Meetingfollow-up: Staff evaluated your submitted elevations (Sheet A20 1) per FWRC 19.115.060
and have the following comments.
The north, south, and east facades are visible from Pacific Highway South and a portion of the upper
floors on the western and northern fagades visible from the Kitt's Comer Apartment Complex (a
r tions listed in
FWRC 19.115.060(2).
• EagMest EloVatil (Ilicigg Pa6file Hwy. S- "d XjWs CorngLApgA!ggpW27The applicant
provides one of the two required fagade modulation and screening options (fagade modulation).
Please add canopy/arcade, Type I landscape screening, or a pedestrian plaza equal to at least one
percent of the gross floor area of the building and clearly visible and accessible from the adjacent
right-of-way.
• On •
your formal application demonstrate you meet the minimum fagade modulation depth
requirement of 2 feet. The applicant appears to provide metal reveals; however, the majority of
the upper floors are stucco with large blank walls which require additional articulation.
You may add any of the following to articulate blank walls: setbacks, indentations, projects,
cornices, material variations (banding), metal grillwork, vertical trellises and recessed windows.
The upper floors require greater articulation, fagade modulation and canopies.
18-10093 1 -00-PC Doe ID: 77375
• Nbrthl Ejg�� Please provide an additional fagade modulation or screening option
(canopy/arcade, landscape screening or pedestrian plaza at least one percent of the gross floor
area of the building clearly visible and accessible from the adjacent right-of-way etc.). The
applicant proposes fagade modulation only. The northern fagade is highly visible from Pacific
Highway South and contains (4) services doors.
ii. (3) Building facades shall also include methods of articulation and accessory
elements, for example display windows, window openings with visible trim material,
vertical trellis, artwork, decorative masonry or metal patterns or grillwork, relief,
material variations, etc.
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iii, (4) Methods to reduce building massing. The following is a nonexclusive list of
methods to be utilized in construction of buildings in order to reduce their impacts on
development located in an adjoining zoning district that permits less intensive
residential • commercial uses:
• Reduce the apparent bulk of a building by breaking it into several smaller
masses and varying the roof line with architectural elements.
• Consider options such as upper level setbacks in order to minimize bulk
and AqdowJm]Iin Ajacent4evelmment
to the north and church to the south are less intensive commercial/office uses.
i. FWRC 19.115.070 Building and Pedestrian Orientation — Design requirements of this section
apply to the project as follows: (1) (a-d).
e, FVvRC 19.115.090(2) District Guidelines for CE — Key design requirements of this section apply
to the project (FVTRC 19.115.090(2)(a-f).
i. (a) Surface parking may be located behind, to the side(s) of the building, or adjacent
to the right-of-way; provided the parking located adjacent to the right-of-way
maximizes pedestrian access and circulation.
ii. (b) Entrance facades shall front on, face, or be clearly recognizable from the right-of-
way.
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FWRC 19.115.090(2)(b). The first floor entrance facing the south property line is somewhat visible
from the right-of-way. However, it is blocked by the Community Church building and proposed
parking. The front entrance will not be visible from southbound Pacific Highway South traffic, as the
rear of the building faces this direction.
18-100931-00-PC Doc ID: 77375
iii. (c) Building entrances shall be architecturally emphasized and shall incorporate
transparent glass.
Ground •r entrances to retail sales • services shall incorporate plaza features
or furnishings, and/or streetscape amenities, in a context -sensitive amount and
combination, considering the scale of the retail use(s) and entrance(s) to the overall
building or development, and the proximity and accessibility from the building to
• existing plaza • streetscape features.
v. (e) Ground -level mirrored or reflective glass is not allowed adjacent to a public right-
of-way or pedestrian area.
vi. (f) If utilized, chain -link fences visible from public rights -of -way or adjacent
properties, and not screened by Type I landscaping as defined in
f
Chapter ! 9,12,5 FWRC, shall utilize vinyl -coated mesh, powder -coated poles, dark
color(s)"an d. ar . chitectural element(s) such as pole caps and/or decorative grid pattern.
a. Vehicle directional signage and pavement markings.
b. A 6-foot pedestrian pathway from the interior of the site to the public sidewalk.
c. A bicycle rack.
11. Crime Prevention through Environmental Design (CPTED) — Pursuant to FWRC 19.115.010(2)
and 19.115.030, CPTED standards will be applied during project review. A CPTED checklist
(enclosed) must be completed and submitted with the Process III application and the city's Police
Department and Planning Division will evaluate the checklist with the formal application.
12. Rockeries/Retaining Walls — When incorporating rockeries and retaining walls into site design, th
applicant shall work with the site topography in order to minimize the need for rockeries and
retaining walls. See FWRC 19.120.120(3)-(7) for specifics about retaining wall requirements of
height, location, landscaping, and material composition. Any rockeries or retaining walls visible frol",
the right-of-way shall meet the following criteria: I
IS- 10093 1 -00-PC Doc ID: 77375
Mr. Khela
April 26,2018
Page 10
a. For commercial lots, rockeries and retaining walls shall be a maximum of six feet in height as
measured from finished grade at base of wall to top of wall.
b. Rockeries and retaining walls shall be set back a minimum of three feet from adjacent public rights -
of -way. The area between the right-of-way and the retaining wall shall be landscaped and
maintained per applicable standards in Chapter f 9. 1 FWRC, Article 1, Landscaping.
c. 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 as approved by the planning and
public works director. Rockeries and retaining walls shall be landscaped in accordance with the
applicable standards in Chapter 19. 125 FWRC, Article 1, Landscaping.
... ........ I
13. Clearing, Grading, Tree and Vegetation Retention — The proposal is subject to the provisions of
FWRC 19.120, "Clearing, Grading, and Vegetation and Tree Retention." A clearing and grading plan
that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the fori-nal land use
The site is subject to tree density requirements of FWRC 19.120.130(l); note that 20 tree -units per
acre are required for a CE zoned site minus any proposed public or private streets and regulated
critical area tracts. Trees located within critical area buffers (but not within a wetland) can be crediteil
towards satisfying the tree units per acre requirement. Tree unit credits are in table 2 of FWRC
19.120.130-2. The applicant shall provide 76 tree units on the proposal site (3.76 acres X tree units
75.2 required tree units).
A tree unit is a value assigned to existing trees retained on the property or replacement trees. The
larger the tree, the greater value it is assigned. Required tree density can be composed of retained
trees and replacement plantings per FWRC 19.120.130. (Note: required landscaping trees may be
counted in tree density.) The tree and vegetation plan must clearly show where the tree units are to be
located. The tree and vegetation retention/replacement plan must be prepared by a certified arborist or
certified landscape architect and must include information about tree unit credits and replacement.
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arborist, or a certified landscape architect, and include a tree survey that identifies the location,
approximate size, species, and number of trees on the site, and also identifies the general location of
trees within 50 feet of the site.
14. Landscaping — The Process III review requires a landscape plan prepared by a Washington State
licensed landscape architect submitted with the formal application. Please follow general guidelines
outlined in FWRC 19.125.040(l) through (28) when preparing the site plan and planting schedule.
The following regulations are specific to your proposal:
Perimeter Landscaping — Type III landscaping five feet in width shall be provided along all property
lines abutting public rights -of -way and access easements and along the perimeter of the property
lines. Type III landscaping shall be a mixture of evergreen and deciduous trees interspersed with large
shrubs and groundcover. Tree, shrub, and groundcover spacing shall be appropriate for the species
type, and the intent of the code section.
18-10093 1 -00-PC Doc ED, 77375
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interior parking area. The site plan must list the specific size of each landscape island proposed for
interior parking lot landscaping in order to verify the required calculation is provided. Landscape
.5!Y;-4.S lwk ofiix fe -1 s tin -e -tio ji-la115. and at the ends of rows. Ligh fixtures
shall not replace any required interior parking lot landscaping.
Parking areas/screeningfor rights -of -way
The parking area (26 parking stalls) adjacent to public right-of-way (Pacific Highway South) shall
feet in height within %ferimeter landsca%e areas- or alternativelp, the
applicant may place parking behind the building in order to connect the building to Pacific Highway
South.
Curbing
Permanent curbing shall be provided in all landscape areas within or abutting parking areas. Based
upon appropriate surface water considerations, other structural barriers may be substituted for
curbing, such as concrete wheel stops.
Meetingfollow-up: The preapplication site plan depicts substandard Type III perimeter buffers on t1i
north, south and west property lines.
15. Garbage and Recycling — The new building must provide trash and recycling facilities as described in
FWRC 19.125.040(4) and FWRC 19.125.150. The trash enclosure area may not be located within
landscape buffer areas, must be screened according to the landscape chapter, and must be
architecturally consistent with the design of the primary structure on site. Please see Rob van Orsow,
Solid Waste and Recycling Coordinator's section below for detailed requirements.
16. Approval Duration — Per FWRC 19.15.100(2), the applicant must substantially complete
construction for the development activity within five years from the decision or the decision becomes
void. Criteria for extensions of the five-year deadline can be found in FWRC 19.15.110.
17. Application Fees & Submittal — Please contact the Permit Center at 253-835-2607 or
ermitgepj�lt�tr�a , , Mlderq!Ap� for updated fee schedules for the Process III Master Land Use
application, SEPA checklist, concurrency, engineering review, and building permit. Additiona , p ease
contact the Permit Center to schedule an appointment to submit your land use application.
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Land Use Issues — Stormwater
18. Surface water runoff control and water quality treatment will be required per the 2016 King County
Surface Water Design Manual (KCSVVDM) and the City of Federal Way Addendum to the 2016
KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use
site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the
project to the nine core and five special requirements of the KCSWDNl will be required. A Level I
downstream analysis shall also be provided in the preliminary TIR. The City has I" = 100', five-foot
contour planimetric maps that may be used for basin analysis.
18-100931-00-PC Doc ID: 77375
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19. The project lies within a Conservation flow control area, thus the applicant must design the flow
control facility to meet this performance criteria. In addition to flow control facilities, Best
Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies
within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to mell-
the treatment criteria of the Enhanced Basic Water Quality Menu.
20. As outlined in a document entitled Agreement for Perpetual Easement, recording #9509221881, t
applicant may discharge treated storm water to the 336"' Regional Detention Facility (R-DF) witho
providing onsite detention. Water quality is required onsite, and it is the applicant's responsibility
meet all current standards for conveyance and discharge into the RDF. The RDF must not be
compromised by construction of an outfall for this property. I
t 1. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer
must be provided to verify infiltration suitability.
22. Detention and water quality facilities must be above ground (i.e. open pond). Underground faciliti"
are allowed only with approval from the City of Federal Way Public Works Department. I
23. Show the proposed location and dimensions of the detention, water quality, and BMP facilities on the
preliminary plans.
24. If more than one acre will be disturbed during construction, a National Pollutant Discharge
Elimination System (NPDES) construction storm water permit may be required. Information
regarding this permit can be obtained from the Washington State Department of Ecology at
http��.ecy.wg.aoWpro "w or by calling 3 60-407-
6048.
25. If work is to be done below the ordinary high water mark, a Hydraulic Project Approval (HPA
permit may be required. Information regarding this pen -nit can be obtained from the Washingt
Department of Fish and Wildlife. I
26. See the Traffic Division comments from Sarady Long, Sr., Transportation Planning Engineer, for
traffic related items.
27. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be
reviewed and approved by the City. Engineering review fees are currently $2,503.00 for the first 12
hours of review, and $139.00 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.
28. The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard notes, and engineering checklists) is available on the City's website at:
www,ciivoffigde�rat�way.co�/iiod�`/""""""""`l""""`467 to assist the applicant's engineer in preparing the plans and
TIR.
Is- 10093 1 -00-PC Doc ID: 77375
RIMM 7-RUFAMMITM M-9=1014HRO
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.
30. 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.
31. 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.
32. Drawings submitted for plan review shall be printed on 24" x 36" paper. Site plans shall be drawn at a
scale of I " = 20', or larger. Architectural scales are not permitted on engineering plans.
33. Provide cut and fill quantities On the clearing and grading plan.
34. Temporary Erosion and Sediment -control (TESC) measures, per Appendix D of the 2016 KCSWDM,
must be shown on the engineering plans.
35. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
Public Works — Traffic Division
'?Jft1U'QJLX" PF 253-935-2731, c
1.�, ilygM46ral
M = =I a ky"i my
3 6. Based on the submitted materials for I 00-room hotel, the Institute of Transportation Engineers (ITE)
Trip Generation - 10"' Edition, land use code 310 (Hotel), the proposed project is estimated to
generate approximately 60 new weekday PM peak hour trips and 836 daily trips. Alternatively, the
applicant may submit a site specific trip generation study for the proposed development.
3 7. A coneurrency permit is required tor this development project. 4 he ivision wi rm
concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak
period to accommodate the proposed development. Please note that supplemental transportation
analysis and concurrency mitigation may be required if the proposed project creates an impact not
anticipated in the six -year Transportation Improvement Plan
18-100931-00-PC Doc ID: 77375
38. The estimated fee for the concurrency permit application is $8,760 (51 — 500 Trips). This fee is an
estimate and based on the materials submitted for the preapplication meeting. The concurrency
application fee must be paid in full at the time the concurrency permit application is submitted with
land use application. The fee may change based on the new weekday PM peak hour trips as identified
in the concurrency trip generation. The applicant has the option of having an independent traffic
engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains
the same.
I I FI-VIN&I
3 9. Based on the submitted materials for a I 00-roorn hotel, the estimated traffic impact fee is $25&NO .
Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a
completed building permit application is filed and paid prior to pen -nit issuance (FVrRC 19.100.070
3(a)). 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.
I , . I I I I I 1 19 1
0. The applicant/owner would be expected to construct street improvements consistent with the planne
roadway cross -sections as shown in Map 111-4 in Chapter III of the Federal Way Comprehensive P,
(FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Basel
on the materials submitted, staff conducted a limited analysis to determine the required street
improvements.
41. SR-99 is a Principal Arterial planned as a Type "A" street, consisting of a 90-foot street with curb and
gutter, 6-foot planter strips with street trees, 8-foot sidewalks, and street lights in a 124-foot right-of-
way. SR 99 is improved with six lanes, including vertical curb/ gutter, sidewalks, streetlights, etc., on
both sides of the street. The City is presently constructing phase V CIP projects in this street.
Therefore, street improvement along the frontage would not be required. Please note, additional
improvement would be required with new driveway cut.
42. The applicant may make a written request to the Public Works Director to modify, defer, or waive the
required street improvements (FV,1RC 19.135.070). Information about right-of-way modification
requests is available through the Public Works Development Services Division. These modification
requests have a nominal review fee currently at $290 ($270 plus $20 recording fee).
MUM
43. Access management standards are based on roadway safety and capacity requirements. FV�FRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3- 1 A in the Public Works Development Standards.
WAC 468-52-040 limits access on state highways to access spacing of 250 feet, with only one access
per parcel, Pacific Highway South is access class "I," where left access may be permitted every 330
feet and left -out access is only permitted at signalized intersections (FVvIRC 19.135.280). Please note
after phase V construction access will be right -in right -out.
44. Adequate throat length must be provided and should be at least 40 feet from the edge of pavement or
curb.
18-10093 1 -00-PC Doc ID: 77375
45. Access may be further restricted if such access would interfere with the 95th percentile queue lengths
from any existing traffic control device.
46. 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). Please note that
these modification requests have a nominal review fee of $290. Once preliminary traffic queuing
analysis has been completed, the applicant's traffic engineer may submit a written request for access
modification if desired.
�7. For driveways that serve other than single-family residential 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
deten-nined by the Public Works Director.
Misc. Safety related Comments
48. The application should be forwarded to King County METRO and Pierce Transit for any transit
requirements.
COMMUNITY DEVELOPMENT — BUILDING DIVISION (Peter Lawrence, 253-835-2621,
Nter.Lawreligtkki'(*og�d�eralwaNico,
49. Building Codes. The structure will be treated as a new building permit application and must meet all
current codes including:
• International Building Code (113C), 2015
Washington State Amendments WAC 51-50
• International Mechanical Code (IMC), 2015
Washington State Amendments WAC 51-52
• Uniform Plumbing Code (UPC), 2015
Washington State Amendments WAC 51-56 & WAC 51-57
• International Fire Code (IFC), 2015
Washington State Amendments WAC 51 -54
• National Electric Code (NEC), 2014
• Accessibility Code (ICC/ANSI A 117.1), 2009
• Washington State Energy Code, 2015 WAC 5 1 -11
18-10093 1 -00-PC Doc ID: 77375
# Occupancy Classification: R-1
5 1. Building Permit Application Process. A completed building permit application and commercial
checklist are required. The commercial checklist will be filled out by staff and provided at the time i.
Land Use Approval. Copies of application and checklist may be obtained on our web site at
�y� ofkd ra wgycm.
Appointments are required for intake of new commercial building permit submittals. Please call or
email to schedule an intake appointment with the Permit Center staff at (253)835-2607 or
permifeel-0—•-
Please note, Land Use Approval is recommended prior to submitting the building permit application
*n hold until Land Use review is completed,
52. Review Timing. Federal Way reviews plans on a first in, first out basis; however, there are some
small projects with inconsequential review requirements that may be reviewed out of order.
11111 .111, till �11;11
Revised or resubmitted plans shall be provided in the same forinat, 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.
zpproved by the building official prior to permit issuance. Construction must be approved by all
reviewing departments prior to final building division inspection.
18-100931-00-PC Doc ID: 77375
All concerned departments (Planning, Public Works, Electrical, & Fire) must sign off before the
Liihi"Igb&�IIPAIR#
the issuance of a Certificate of Occupancy.
Construction projects may be required to have a pre -construction conference. If a pre -con meeting
required, the general or representative, all subs, the architect or representative, the engineer or
representative, electrical contractor, and any other interested party, should attend this meeting.
Meetings will occur at the Building Department and will be scheduled by the inspector of record
the project.
not intended to be a complete plan review and further comments are fa f 1f buildin
permit plan review. I
Solid waste and recycling design considerations
Enclosure Size:
0 Adequate storage area is required for interior and exterior garbage, recycling, food waste, waste oil,
yard debris, hazardous waste, or biohazard collection containers. Minimum trash enclosure area is
established by FWRC 19.125.150 Table A.
-EnclOSUre Compongrim And Aggess.,
• Gates should provide a minimum of 18 feet of unobstructed width to allow space and access for two
dumpsters, plus additional carts (for example, carts to collect compostables). Gates should span the
enclosure front. Poles or hardware cannot obstruct the enclosure opening.
• Driveways should be a minimum of 11.5 feet wide and site grades must be under 6%. Enclosures
must be located within 150 feet of building entrances.
• Enclosure access for occupants, service, and maintenance: Pedestrian access at least five feet wide.
Designs must allow occupants and haulers adequate access to solid waste and recycling containers,
including adequate turning radius for service vehicles. (Attachment C shows typical clearances and
turning radius).
• Dumpsters or compactors serviced "in place" (4 cubic yards+) require clearance for lifting and
emptying dumpsters over the top of a garbage truck (21' of vertical clearance).
• Enclosure design must be consistent with primary structure design.
• Site Plans should include a basic SWR service plan showing intended container sizes for occupant(s),
and signs are required identifying receptacle by waste type.
• Landscaping, setbacks and screening requirements are in FWRC 19.125.040 (4) & (5) (Attached).
Surface Water Manajaement:
A basic Spill Prevention Plan (SPP) is required to manage all liquids coming from the enclosure. (See
Attachment B)
• Smaller, uncovered enclosures (175 square feet in area or less) may drain to an oil water
separator.
• Larger enclosures (greater than 175 square feet) require roofing and floor drainage connected to
sanitary sewer
18-10093 1-00-PC Doc ID: 77375
Mr. Khela
April 26, 2018
Page 18
• Water Service/Meter Installation, Domestic, 3" preliminary size: $2,380.00 'meter drop -in' deposit.
Actual size TBD by Lakehaven based on applicant's estimated maximum domestic GPM usage rate.
• Water Service/Meter Installation, Irrigation, I" preliminary size: $490.00 'meter drop -in' fee. Actual size
TBD by Lakehaven based on applicant's estimated maximum irrigation GPM usage rate.
• Water Service/Meter Installation, Fire -Protection flow -detection, 5/8"x3/4" size: $430.00 'meter drop -in'
fee.
• Capital Facilities Cbarge(s)-Water, preliminary estimate of 0.50 Equivalent Residential Units (ERU) per
unit: $185,350.00. Actual amount due TBD by Lakehaven based on applicant's estimated annual total
water usage rate. Please contact Lakehaven for further detail.
18-10093 1 -00-PC Doc ID: 77375
WHARIM �.
F-IT71 M.
• A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to
issue for typical processing. 2018 cost for a Sewer Certificate of Availability is $60.00.
• A separate Lakehaven Sewer Service Connection Pen -nit is required for each new connection to the
sanitary sewer system, in accordance with standards defined in Lakehaven's current 'Fees and Charges
Resolution'. Minimum pipe slope for gravity sewer service connections is 2%. In addition to all other
sewer service installation standards, installation of a Type 1, 48" monitoring manhole is typically
required on the private building sewer line, for all new or modified non-residential connections. Also,
installation of an externally -located grease interceptor is required for all new restaurants &/or buildings
with food preparation/service establishments, size to be determined by applicant's engineer. Also, if
applicable, see attached Lakehaven Trash/Recycling Enclosure Standards.
Execution of a Discharge Agreement will be required, as a condition of Lakehaven issuing the Sewer
Service Connection Permit.
Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection
fees/charges/deposits (2018 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from
any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees,
charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change
without notice.
o Sewer Service Connection Permit: $280.00 fee.
o Capital Facilities Charge(s)-Sewer, preliminary estimate of 0.50 ERU per unit: $122,674.64 (34.96
ERU). Sewer system capacity credits are available for this property from system capacity charges
previously assessed to the property for 15.04 ERU. Actual amount due TBD by Lakehaven based on
applicant's estimated annual domestic water usage rate. Please contact LakehavCD for further detail.
General
• All Lakehaven Development Engineering related application forms, and associated standards
information, can be accessed at Lakehaven's Development Engineering web pages
(bft:
• All comments herein are valid for one (1) year and are based on the proposal(s) submitted and
Lakehaven's current regulations and policies. Any change to either the development proposal(s) or
Lakehaven's regulations and policies may affect the above comments accordingly.
Water Supply
Fire Flow:
The required fire flow for this project is 2,375 gallons per minute (GPM). This is based off an estimated total
building area of 69,768 square feet of VA construction. A Certcate of Water Availability including a
hydraulic fire flow model shall be requested from the water district and provided at the time of building
pen -nit application.
18-10093 1-00-PC Doc ID: 77375
Fire Hvdratits:
With afire flow of 2,375 GPM, this project will require 3 fire hydrants in approved* locations. There is I
existing fire hydrant on public streets that are available for this project. There will be at least 2 additional fire
hydrants required within the complex.
*Hydrant(s) spacing along access roads and location in relationship to buildings and sprinkler FDC shall be
approved by Fire Marshal's Office
Fire hydrants shall be in service prior toand during the tirne of construction.
A separate pen -nit is required for the installation of the Fire Alarm System. A complete Fire Alarm
System is required. Contact the Fire Marshal's Office at 253-946-7244 for Fire Alarm Specifications.
Fire Alarm
'A r1re, Alarm System is required.
City Code requires an automatic fire detection system in all buildings exceeding 3,000 square feet gross floor
area. The fire alarm system is required to monitor the sprinkler system including water flow. Provide full
notification as required by NFPA 72. This fire detection system shall be monitored by an approved central
and/or remote station.
Emergency Access
Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006
litto,:HsoLttlikiiigyfire.org/DocuiimientCenter/HomeNiew/24
Designated and marked fire lanes may be required for emergency access. This may be done during the plans
check or prior to building final. Requirements and marking options can be found in title 8 of the Federal Way
Revised Code: hmx//www,gpo"de ublisliiiiszconi./WA/Federalwgy/
Fire apparatus access roads shall be installed and made serviceable prior to and during the time of
construction.
Fire Department Lock Box
A recessed fire department "Knox7 brand key box shall be installed on the building near the front entrance.
Location(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite.
Fire Sprinkler System
An NFPA 13R fire sminkler systein is rNjired.
The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler
system shall be at least 10 percent less than the correlative water supply curve pressure.
Fire Standpipe2
A Class I Standpipe is required.
2 Site utilities including transformers, fire standpipes and engineered retention ponds (except biofiltration swales) should not be
*kx�fmzmo.kiw n thece must be located in a -front -yard, the.,�y shall be eitheriind-erjrounded
or screened by walls andlor Type I landscaping, and shall not obstruct views of tenant common spaces, public open spaces,
monument signs, andlor driveways.
18-100931-00-PC Doc ID* 77375
TUM1641M �-
MMt-
than 30 feet above the lowest level of the fire department vehicle access.
Buildings four or more stories in height shall be provided with not less than one standpipe for use during
construction. Such standpipes shall be installed when the progress of construction is not more than 40 fa-90
(12 192mm) in height above the lowest level of fire department access. Such standpipe shall be provided
with fire department hose connections at accessible locations adjacent to usable stairs. Such standpipes
shall be extended as construction progresses to within one floor of the highest point of construction
having secured decking or flooring.
Elevator
Where elevators are provided in buildings four or more stories above grade plane, at least one elevator
shall be provided for fire department emergency access to all floors. The elevator car shall be of such a
size and arrangement to accommodate a 24-inch by 84-inch ambulance stretcher in the horizontal
position.
CLOSING
This letter reflects the information -,Frovided at the-3reaMlication meeting and is intended to assist 11ou 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
:toes not vest any future project application. Comments in this letter are only valid for one year as per
UWRC 19.40.070 (4).
1110111 WIN
Tonow sur)mission oi a 101111U1 UPPHUM1011. 1-011111WIlLS
-.a.aterials submitted.
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
iireientative noted above. An eneral westions can be directed towards me at 253-835-2644 or
Sincerely,
Leila Willoug] Py-Oakes
Associate Planner
18-10093 1 -00-PC Doc ID: 77375
enc: Site Plan Corrections (Planning)
Master Land Use Application
Process III/IV Submittal Requirements
CPTED Checklist
Parking Lot Design Criteria
Environmental Checklist
PW Solid Waste Checklist
Mailing Labels
Hazardous Materials Inventory Statement
Administrative Decision Form (for Stream Delineation Review)
Concurrency Application
FWRC 19.145.080 Critical Area Reports
FWRC 19.145.410 Wetland identification and delineation (requirements)
City Critical Areas Map
Lakehaven Handouts
c: Peter Lawrence, Plans Examiner, via email
Sarady Long, Senior Transportation Planning Engineer
Ann Dower, Senior Engineering Plans Reviewer
Rob Van Orsow, Solid Waste/Recycling Coordinator, via email
Brian Asbury, Lakehaven Water & Sewer District, via email
Chris Cahan, South King Fire & Rescue, via email
Hardeep (Harry) Singh, 5140 S. 172,d Lane, SeaTac, WA 98188, emailed: h207sin gh65,)cmnca.sL net
Bryan Joo, Clare & Jasmin, Inc., 802 W St. NW, Auburn, WA 98001, 04redfox6i),amail.com (Owner)
18-10093 1 -00-PC Doe ID: 77375
City of Fed
:Ixyok,
March 29, 2018
City Hall
9:00 a.m.
Hylebos Room
Project Name: Best Western
Premier Hotel
Address: 34201
Pacific Hwy. South
File Number:
18- 10093 1 -00-PC
*The applicant will receive a pre -application summary letter within 1-2
weeks based on permit volumes*
NAME
DEPARTMENT / iVISION
TELEPHONE NUMBER
Leila Willoughby -Oakes
CD/Planning
253-835-2644
Associate Planner
Leila.� �Ilqu
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AL CITY OF
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Tallffardow
Surinder Khela
110190=• Rd., Suite 436
Kent, WA 98030
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
P.M: File #18-100931-00-PC; PREAPPLICATION CONFERENCE
Best Western Premier Hotel, 34201 Pacific Hwy S., Parcel #'s 202104-9100 & 202104-9052
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 29,2018
Hylebos Conference Room
Federal Way City Hall, 2 nd Floor
33325 8"' Avenue South
Federal Way, WA 98003
We look forward to meeting with you. Please coordinate directly with anyone else you would like to
attend the meeting as this will be the only notice sent by the department. If you have any questions
e contact meat ed&aJwaxcomor253-83_M1
Sincerely
Leila Willoughby -Oakes
Associate Planner
IS- 10093 1 -00-PC Doc i D. 77374
100-Unit New Hotel
34201 Pacific Highway South
Federal Way, WA 98003
The proposal is for a 4-story Best Western Premier Hotel, is an "upper mid -scale" hotel which
consists of 100-units located at 34201 Pacific Highway South, Federal Way. The property has
excellent visibility on Pacific Highway South and in close proximity to Interstate 5 and Highway
18. The site is located 25 minutes south of Seatac International Airport, which had over 45
million passengers and 332,000 metric air cargo tons of cargo.
The hotel will provide well-appointed rooms for both leisure and corporate travelers, which will
consist of 40 king beds, 46 queens and 14 suites. All rooms will have in -room irons and ironing
boards, coffee makers, hairdryers, alarm clock, work desk and chair, mini -refrigerators and
microwave ovens.
The property will have a large meeting room, which will accommodate 70 people, breakfast
room, great room concept, guest laundry room, interior pool and spa, exercise room and high
speed internet. In addition, there will be a restaurant providing a limited service menu with
limited hours for guests. The hotel will have a porte cochere, guest barbeque area, and picnic
tables.
Lakehaven
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Hydraulic Model Fire Flow Estimatc-
Request/Reporting Form 0
Requested By: Date:
Kathy Brown 10/15/98
Hydrant Location: d S t
Pacific HWY S & S 342,- Approx
1/4 Section: 1 1.1 —11
Intersection: S 342 nd St and Pacific HWY S
Add. Description: See attached map
The fire flow analysis was performed at a Hydrant located
approximately S 342 nd St and Pac. Hwy S. On -site fire flow
estimates would have to be determined during design of the
water system improvements.
This fire flow rate will cause velocities in excess of 10 f1s
within the water distribution system. A fire flow rate less
than 5500 gpm will maintain flow velocities below 10 f1s.
A maximum fire flow rate of 2500 gpm is available.
There is no guarantee that the Hydraulic Model results will
represent actual system performance. Model results depict
the theoretical performance of the system under high demand
conditions. Field measurements should always be obtained for
design purposes.
CITY OF
FbdeMl Vft
Solid Waste/Recycling Enclosures and Receptacles Design Checklist
(per FWRC 19.125.150)
Project: Best Western Premier Hotel
Plan set/sheet s : Site Plan A001 [cover - site Ian — undated rec. 2/2/18
Needs Not
Enclosure
Size: Complies
1 Attention Relevant
1
Minimum storage area/trash enclosure sizes (per Table ).
2
Enclosures must have adequate width and depth.
?
Enclosure components and Access:
Gates should provide a minimum of 18 feet of unobstructed width to
3
allow space and access for two dumpsters, plus additional carts (for
example, carts to collect compostables).
x
Gates should span the enclosure front. Poles or hardware cannot
4
obstruct the enclosure opening.
x
Enclosure access for occupants, service, and maintenance. Pedestrian
5
access five feet wide. Allow adequate access to solid waste and
rec clinq containers.
x
6
Enclosure design consistent with structure.
?
7
Enclosures located within 150 feet of building entrances. x
Site Plans should include basic SWR service plan showing intended
8
container sizes for occupant.
X
Design complies with landscaping, setbacks and screening
9
requirements per FWRC Section 19.125.040 (4) & (5).
?
10
Signs required identifying receptacle by waste type
x
Multi-Family_Requirements:
Multi -family must have equal service container volume for recycling and
11
trash. Stacked Multi -family sites must have storage areas on each level.
x
All solid waste compactors will require roofs and drainage to sanitary
12
sewer. Enclosure gate openings for solid waste compactors must be at
least 12 feet wide,.
x
Surface Water Management:
Basic Spill Prevention Plan required for managing liquids coming from
13
the enclosure. (SPP guidelines are in the Development Standards
appendix: "Design Requirements for Solid Waste Enclosures").
X
14
Smaller, uncovered enclosures (less than or equal to175 square feet in
size) drain to an oil water separator.
x
Larger enclosures (greater than 175 square feet in size) require roof and
15
floor drainage connected to sanitary sewer.
x
Service Vehicle Access:
Service access to enclosures: adequate turning radius for service
16
vehicles. (Refer to diagram in the Development Standards appendix:
"Design Requirements for Solid Waste Enclosures"). X
17
Driveways minimum of 11.5 feet wide. X
18
Grades must be under 6%. x
Dumpsters or compactors serviced "in place".(4+ cubic yards) require
19
clearance for lifting and emptying over the top of the truck (21' of vertical
clearance).
Ix
Solid • Enclosures and Receptacles Design
• 1',
Notes (Refer to Item ;
1 & 2. Need to know square footage of structure to determine if size is adequate. As shown, entire enclosure + east
side storage is approx. 200 sq. ft. Please revisit this when data is available.
3 & 4. Gate is only +/-10' wide. Redesign so gate opening is 18'
5. The smaller, narrow enclosure area on the east side does not have a wide enough door. Presumably this feature will
be eliminated in the redesign? If designated as generic exterior storage (not for solid waste) this area will be deducted
from the total enclosure area.
6. Please demonstrate that the enclosure design is consistent with main structure.
8. Demonstrate container/dumpster size appropriate for site's use
9. TBD by CD plan review
10. Please add container signage as appropriate
13, 15 & 19. At estimated size, this enclosure will require a roof and floor drain tied to sanitary. Roof should allow 14'
of clearance to allow service vehicles to access dumpsters.
42FARCWrEC
INTERNMIONAL
29605 Military Road South
FEDERAL WAY WA 98003
TEL:253-219-5943
FAX:253-946-285.5
Z.�
ME NIL;
iO.Z.
There is a vacant land # 2021049052 (2.87 acres) located on the Northwest corner of and pacific
hwy, Address is 34201 PACIFIC HWY S WA98003-
This site is surrounded by progressive insurance building. (North), New Community Church (South),
and louis auto service and pattison's west skating center Pacific HWY south over East side of the
property. It is flat rectangular shape unpaved site.
We propose to build Three story building (52' high) located east side of the property.
Building (approx 35,000 sf) will be built for motel with 104 rooms, lobby and porte-cochere
in the site (77,175 sf).
It will accommodate 120 parking including 4 Handicap parking stalls with barrier free access.
Landscape will be located along property line and islands per city of federal way landuse code.
Proposed structure will be built of wood frame, conc. Slab foundation and Gable roof.
Building will be well articulated and designed per city of federal way planning design guideline.
Exterior finishes will be stucco and conc. siding with Metal roof.
Exterior color will be earth tone color on walls with blue accent metal finish.
RECEIVED
JUL 2 5 019
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