13-100407CITY OF
Federal Way
February 15, 2013
Mr. David Malik
Amika Investment LLC
26220 1160' Avenue SE, Suite 201
Kent, WA 98030
. C.
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000 '
www. cityoffederalway.. com
Re: File #13-100407-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Latinos Santa, 28718 Military Road South, Federal Way
Dear Mr. Malik:
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held February 14, 2013. 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. 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 Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com.
For specific technical questions about your project, please contact the appropriate DRC representative as
listed below. Otherwise, any general questions about the preapplication and permitting process can be
referred to your key contact.
PROJECT DESCRIPTION
Site redevelopment of former fuel station and auto repair facility to include a new 13,000sf retail building
and 400sf espresso drive -through.
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.
Mr. Malik
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February 15, 2013
Planning Division
• Building setbacks from adjacent residential zone (north and east) are 20 feet.
A Use approval must be issued prior to issuance of espresso stand building permits.
Public Works Development Services Division
Per the City Addendum to the 2009 King County Surface Water Design Manual, the project meets the
definition of redevelopment of the site; therefore, the project is subject to the requirements of full
drainage review.
Public Works Traffic Division
1. A Transportation Concurrency permit is required per FWRC Chapter 19.90.
2. Traffic Impact Fee (TIF) payment per FWRC 19.91.
3. Street frontage improvements and right-of-way dedication are required along the property
frontage on Military Road South and South 288`' Street per FWRC 19.135.040.
4. The current proposal needs to meet access management standards per FWRC 19.135.280.
5. 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.
PLANNING DIVISION (Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com)
Zoning Designation and Use — The subject property is located in a Neighborhood Business (BN)
zoning district. The BN zone allows a variety of retail sales and entertainment uses including a
drive -through espresso business.
2. Use Application — The proposed development project will require a Process III Master Land Use
(MLU) application due to the required environmental review explained in item #3 below. Process III
is an administrative review conducted by city staff with a final decision rendered by the Director of
Community and Economic Development.
The Planning Division will notify the applicant of application status within 28 days of submittal. If
the application is determined complete, staff will issue a Letter of Complete Application. FWRC
limits the administrative review to 120 days from the date of complete application. The 120-day
review period will stop any time the applicant has been requested by the city to correct plans,
perform required studies, or provide additional required information. The review period will begin
within 14 days following submittal of requested items. Please be advised that any request for
corrections and/or additional information must be provided within 180 days of written notification or
the land use application shall expire.
3. Environmental Review — The proposed development requires environmental review as the proposal
exceeds the following State Environmental Policy Act (SEPA) flexible thresholds adopted by the
city set forth in FWRC 14.15.030(1)(c) - Office, commercial, recreational, service or storage
buildings up to 12,000 square feet and up to 40 parking spaces. The environmental review is a
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component of the Process III MLU application and a completed environmental checklist will be
required. A thoroughly completed checklist that gives comprehensive answers to each item will
expedite the review process. The city has adopted "Optional DNS" procedures and may combine
notice periods if items in the checklist are accurately addressed by the applicant. An environmental
threshold determination made by the Director must be issued prior to the land use decision.
4. Public Notification — Process III MLU applications and SEPA determinations require two separate
notices. Within 14 days of issuing the Letter of Complete Application, a Notice of Application will
be published in the Federal Way Mirror, posted on the subject property, and placed at the City's
three designated notice boards. Notice for the SEPA determination will be given in the same format
with the addition of a mailed notice to all property owners located within 300 feet of the site. The
applicant is required to submit one set of stamped mailing envelopes and a map showing the subject
property and the 300-foot buffer for the SEPA determination.
5. Environmentally Critical Areas — No critical areas or their buffers are shown on the city's
inventory.
6. General Zoning Regulations — Use Zone Charts 19.240.110 and 19.215.020 provide regulations for
office, retail sales, and entertainment uses in the BN zone. The following list is only a portion of the
zoning regulations governing the proposed uses in the BN zone. The applicant should consult the
referenced Use Zone Charts prior to submitting a Master Land Use application.
a. Setbacks — 0 ft. front, 20 ft. north side, 10 ft. south side, and 20 ft. rear. (20' setbacks required
due to adjacent residential zone). The department prefers uses with 0' front setbacks locate the
building up to the property line.
b. Maximum Height — 35 ft. above Average Building Elevation (ABE) and 3Offt. ABE for portions
of the building within 100 feet of the adjacent residential zone.
c. Parking —1 space for each 300 sf of gfa for general office/retail
1 space for each 100sf of gfa for retail entertainment, restaurants, and taverns
1 space for each 80sf of gfa for fast food restaurants (coffee stand)
d. Lot Coverage — No maximum lot coverage applies to the proposed use.
e. Drive -through — Access to and from the drive -through must be approved by the Public Works
Department. Drive -through must be designed so that vehicles will not block traffic in the street
while in line and will not unreasonably interfere with on -site traffic flow.
7. Community Design Guidelines — The proposed improvements are subject to an administrative
design review conducted by city staff. Project designers shall strive for overall design continuity by
using similar elements throughout the project such as architectural style and features, materials,
colors, and textures. Please include a written narrative identifying how the project complies with all
gg2lica6Ie design guidelines. Several guidelines applicable to your project are below.
a. Building Fagade Modulation and Screening Options — Facades that are longer than 60 feet and
visible from rights -of -way or residential uses are required to incorporate at least two of the four
listed treatments. It appears all facades are 60-feet or greater and will be visible from either
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Military Road South, South 288t' Street, or the adjacent residential uses and must implement at
least two of the four following options on each facade.
i. FaVade 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 (see landscaping
notes for description) 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 may be used only along
facades that are visible from a right-of-way. Canopies must project at least 6 feet from the
building facade with a minimum of 10-foot ground clearance. Minimum length is 50
percent of the length of the fagade using this option.
iv. Pedestrian Plaza — Plaza square footage is equal to one percent of the gross floor area of
the building, but it must be a minimum of 200 square feet. The plaza should be clearly
visible and accessible from the adjacent right-of-way.
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. Pedestrian Circulation — Pedestrian pathways from rights -of -way to primary entrances, from
parking lots to primary entrances, and pedestrian areas, shall be accessible and should be
clearly delineated. Pedestrian pathways and pedestrian areas should be delineated by separate
paved routes using a variation in paved texture and color. Approved methods of delineation
include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete.
Paint striping on asphalt as a method of delineation is not encouraged.
c. Pedestrian Areas — Pedestrian areas and amenities should be incorporated in the overall site
design. Pedestrian areas include but are not limited to outdoor plazas, courtyards, and seating
areas. Pedestrian amenities include but are not limited to outdoor benches, tables and other
furniture, and landscaping. Pedestrian areas should be easily seen, accessible, and located to
take advantage of surrounding features such as building entrances, open spaces, significant
landscaping, unique topography or architecture, and solar exposure.
d. Drive -through facilities — The following standards apply to all drive-throughs:
Drive -through windows and stacking lanes are not encouraged along facades of buildings
that face a right-of-way. If they are permitted in such a location, then they shall be visually
screened from such street by Type III landscaping and/or architectural element, or
combination thereof; provided, such elements reflect the primary building and provide
appropriate screening.
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2. The stacking lane shall be physically separated from the parking lot, sidewalk, and
pedestrian areas by Type III landscaping and/or architectural element, or combination
thereof, provided, such elements reflect the primary building and provide appropriate
separation. Painted lanes are not sufficient.
3. Drive -through speakers shall not be audible off site.
4. A bypass/escape lane is recommended for all drive -through facilities.
e. Building Entrances — Entrances shall be architecturally emphasized and shall incorporate
transparent glass.
f. Surface Parking — As mentioned earlier, the department prefers buildings to be located on or
near the property line. If you keep the proposed parking adjacent to the right-of-way, pedestrian
access and circulation must be maximized using accessible delineated pathways.
g. Entrance Facades — Entrance facades shall front on, face, or be clearly recognizable from the
right-of-way. Building entrances shall be architecturally emphasized and incorporate
transparent glass.
h. Retail Sales/Services — Ground floor entrances to retail sales or services shall incorporate plaza
features or furnishings, and/or streetscape amenities, in a context -sensitive amount and
combination, considering the scale of the retail use(s) and entrance(s) to the overall building or
development, and the proximity and access to other existing plaza or streetscape features.
i. Glazing — Ground -level mirrored or reflective glass is not allowed adjacent to a public right-of-
way or pedestrian area.
j. Fencing— Chain link fencing visible off site shall utilize vinyl coated mesh, powder coated
poles, dark color and pole caps and/or decorative grid pattern.
k. Crime Prevention through Environmental Design (CPTED) — Implementation of CPTED
principles (Natural Surveillance, Access Control, and Ownership) is required for all new
development projects. The enclosed CPTED checklist must be submitted with the formal land
use application.
1. Appurtenances — Outdoor furniture, fixtures, and streetscape elements, such as lighting,
freestanding signs, trellises, arbors, raised planters, benches, and trash receptacles should be
incorporated into the site design.
m. Lighting Plan — An exterior photometric lighting plan that meets the recommended Illuminating
Engineering Society minimum light level for outdoor usage will be required as a component of
the Process III MLU application. Please find the enclosed handout that includes minimum
footcandles for areas such as pedestrian ways, parking lots, and buildings.
8. Landscaping — A landscape plan prepared by a Washington State licensed landscape architect shall
be submitted with the formal application. Please follow general guidelines outlined in FWRC
19.125.040(1) through (26) when preparing the site plan and planting schedule. See FWRC
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19.125.050 for descriptions and vignettes of landscaping types. The following regulations are
specific to your proposal:
a. Perimeter —Type III landscaping five feet in width will be required along the south property
line. Type I landscaping screen 15-ft in width is required along the north and east property lines
abutting the residential zone. Staff would consider a modification in the 15-ft. width
requirements if the building abuts the front property line.
b. Parking Lot — Twenty-two square feet of interior lot Type IV landscaping, per parking space,
must be provided.
i. Type W landscaping at 20 square feet per parking stall.
ii. Vehicular overhang into any landscaping area shall not exceed two feet.
iii. No plant material greater than 12 inches in height shall be located within two feet of a
curb or other protective barrier in landscape areas adjacent to parking spaces and vehicle
use areas.
iv. Soil in parking lot landscaped areas must be noncompacted to a depth of 18 inches prior
to planting of any shrubs, trees, or groundcovers.
c. General Landscaping Notes:
i. With the exception of lawn areas, at least 25 percent of new landscaping materials (i.e.,
plants, trees, and groundcovers) shall consist of drought -tolerant species. All
developments are encouraged to include native Pacific Northwest and drought -tolerant
plant materials for all projects.
ii. Deciduous trees shall have a caliper of at least 1.5 inches at the time of planting measured
4.5 feet above the root ball or root structure.
iii. Evergreen trees shall be a minimum six feet in height (measured from tree top to the
ground) at the time of planting.
iv. Gooundcovers shall be planted and spaced, using a triangular planting arrangement, to
result in total coverage of a landscaped area within three years.
v. All permanent lawn or sod areas shall have permanent irrigation systems.
d. Definitions of landscaping types are:
i. Type I— Solid Screen - Type I landscaping shall consist of evergreen trees, large shrubs
and groundcover, which will provide a 100 percent sight -obscuring screen within three
years from the time of planting; or a combination of approximately 75 percent evergreen
and 25 percent deciduous trees, with an allowable five percent variance, with large
shrubs, and groundcover backed by a 100 percent sight -obscuring fence.
ii. Type f'-- Visual Screen - Type 11 landscaping shall be evergreen or a combination of
approximately 60 percent evergreen and 40 percent deciduous trees, with an allowable
five percent variance, interspersed with large shrubs and groundcover.
iii. Type III— Visual Buffer - Type III landscaping shall be a mixture of evergreen and
deciduous trees interspersed with large shrubs and groundcover.
iv. Type IV— Open Area Landscaping - Type IV landscaping shall consist of trees planted
with supporting shrubs and groundcover. Shrubs shall be pruned at 40 inches in height,
and the lowest tree branches shall be pruned to keep an eight -foot clearance from the
ground. One tree per landscape island up to 150 square feet shall be planted.
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9. Tree Density Requirements — A tree/vegetation retention plan shall be submitted with the Process
III application. The plan must be prepared by a registered landscape architect and may be
incorporated into the overall landscape plan.
The minimum tree density requirements for BN zones is 20 tree units per acre; therefore, the subject
property's density requirement is 17 tree units (20 tree units x 0.82 acres). A tree unit is a value
placed on the size of a retained tree and a replaced tree (i.e., the larger the tree the higher the value).
Retained trees are valued higher at a range of 1 to 3 tree units depending on the diameter at breast
height (dbh). Replacement trees are valued between .50 and 1.5 depending on the mature canopy
area of the species.
As the property is sparsely vegetated, it's likely the density requirement will be met via new
planting. Required perimeter landscaping and internal parking lot landscaping are counted toward
meeting the tree unit requirements. Replacement trees are assigned tree units from 0.5 to 1.5
depending on species size. A matrix of the tree units is provided in FWRC 19.120.130-2.
10. Clearing & Grading — The applicant is required to obtain clearing and grading plan approval as a
component of Process III approval. Consult FWRC 19.120.040(1) for items that are required to be
included on the plan including the anticipated amounts of cut and fill. Any needed rockeries or
retaining walls must be limited to six feet in height as measured from finished grade at base of wall
to top of 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.
11. Parking Lot Design — Design criteria is based on the enclosed department bulletin #042. Typical
90-degree design standards are 9'xl8' stalls with 25' drive aisles. Up to 25 percent of the required
stalls may be designated compact at 8'xl5' with 25.5' drive aisles. Wheel stops shall be provided on
all stalls adjacent to pedestrian pathways.
12. Rooftop Mechanical Equipment— Heating ventilation and air conditioning, elevator equipment,
and similar appurtenances that extend above the roofline must be surrounded by a solid sight -
obscuring screen that is integrated into the architecture of the building and obscures the view of the
appurtenances from adjacent streets and properties. Please provide screening details on the elevation
drawings.
13. Garbage and Recycling Enclosure — The design of the enclosure area should be consistent with the
architectural design of the primary structures on the site. The enclosure shall be screened from the
abutting property by a 100 percent sight -obscuring fence or wall. Storage areas shall not interfere
with the primary use of the site. As mentioned above, the enclosure area shall be located so that
collection of materials by trucks will not burden pedestrian or vehicular movement. The storage area
shall not be located in areas incompatible with noise, odor, and increased pedestrian and vehicle
traffic.
14. Coffee Stand Only Option — A Process II Master Land Use application will be required if you
decide to move forward with the coffee stand only option while you finalize plans for the retail
building. Please be advised that you will need to improve the site up to current code with this option.
Examples of some of the improvements include landscaping, tree canopy, parking, and pedestrian
access.
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15. Time Limitations —The applicant must substantially complete construction for the development
activity and complete the applicable conditions listed in the decision within five years after the final
decision. Requests for time extensions may be granted by the Director of Community and Economic
Development if criteria set forth in FWRC 19.15.110 can be met.
16. Application Fees — Please contact the Permit Center at 253-835 2607 for updated fee schedules for
Process III Master Land Use application, SEPA checklist, concurrency, engineering review, and
building permit.
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734,
kevin.peterson@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. 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 I 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 this performance criteria. The project also lies within an Enhanced Basic
Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the
Enhanced Basic Water Quality Menu.
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 Stormwater Management Division. A request to place underground
facilities may be made, prior to submitting the Land Use application.
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) permit may be required. Information regarding this permit can be
obtained from the Washington State Department of Ecology at
http:ll=.egy.wa.gov/pMgram-,/sea/ aclindex.html, or by calling 360-407-6437.
Right -of -Way Improvements
See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for
traffic related items.
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2. Based on available records and the submitted materials, it appears that this proposal meets the 25
percent threshold criteria for requiring street frontage improvements as identified in FWRC
19.135.030. The applicantlowner may submit an MAI appraisal for the subject property, or King
County Assessor's records may be used. Development Services Division will evaluate this data to
determine if the project actually meets the City's 25 percent threshold for requiring street frontage
improvements.
3. If dedication of additional right-of-way is required to install street frontage improvements, the
dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must
have clear title prior to recording.
4. All stormwater treatment and detention requirements outlined above will be applied to new
impervious area within the public right-of-way.
Building Permit Issues
1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must
be reviewed and approved by the City. Engineering review fees are $824.50 for the first 12 hours of
review, and $68.50 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 Development Standards Manual (including standard detail drawings, standard
notes, and engineering checklists) is available on the City's website at www.cilyoffederaiw4Y.com to
assist the applicant's engineer in preparing the plans and TIR.
3. Bonding is required for all street improvements and temporary erosion and sediment control
measures associated with the project. The bond amount shall be 120 percent of the 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. All final
approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent
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black ink. Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not
permitted on engineering plans.
7. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per
Appendix D, 2009 KCSWDM, must be shown on the engineering plans.
8. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-835-2743,
sarady.long@cityoffederalway.com)
Transportation Concurrency Analysis (FWRC 19.90)
1. Based on the submitted materials for 13,067 square -foot retail building and 400 square -foot drive -
through coffee shop, the Institute of Transportation Engineers (ITE) Trip Generation - 8`h Edition,
land use code 814 (Specialty Retail) and coffee shop, the proposed project is estimated to generate
approximately 47 new weekday PM peak hour trips. This assumes 5 trip credit for the existing Auto
Care center and 15% Pass -by rate. The applicant's engineer may provide an alternative trip
generation study for the site specific use.
2. 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).
3. The estimated fee for the concurrency permit application is $1, 584.50 (11- 50 Trips). This fee is an
estimate and based on the materials submitted during 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.
Transportation Impact Fees (TIF) (FWRC 19.91)
Based on the submitted materials for 13,067 square feet general retail building and 400 square feet drive -
through coffee shop, the estimated traffic impact fee is ,$32,476.57. 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. Please note, the estimated fee assumed credit for the existing use of
$5,530.
Transportation Impact Analysis (TIA) (FWRC 19.135)
1. A Transportation Impact Analysis (TIA) to identify transportation impacts of development projects
and provide appropriate mitigation measures is required. The TIA is required to assess additional
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project impacts beyond those that were identified under the concurrency permit process. Mitigation
improvements necessary beyond those identified in the TIP to meet the city's adopted level -of -
service standards are required to be provided by the applicant.
2. A Traffic Impact Analysis (TIA) prepared by an engineer licensed in the state of Washington may be
required for this development project if deemed necessary by the applicant. 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:
A specialized land use trip generation study.
Street Frontage Improvements (FWRC 19.135)
The applicant/owner would be expected to construct street improvements consistent with the planned
roadway cross -sections as shown in Map III-6 of the FWCP and Capital Improvement Program
(CIP) shown as Table 111-19 (FWRC 19.135.040). Based on the materials submitted, staff conducted
a limited analysis to determine the required street improvements. The applicant would be expected to
construct improvements on the following streets to the City's planned roadway cross -sections:
Military Road is a Principal Minor planned as a Type "G" street, consisting of a 66-foot street
with curb and gutter, six-foot planter strips with street trees, 8-foot sidewalks, and street lights
in a 100-foot right-of-way (ROW). Assuming a symmetrical cross section, 8-foot ROW
dedication and half street improvements are required as measured from the street centerline.
South 288th Street is a Minor Arterial planned as a Type "I" street, consisting of a 58-foot street
with curb and gutter, 6-foot planter strips with street trees, 8-foot sidewalks and streetlights in a
92-foot right-of-way (ROW). Assuming a symmetrical cross section, 4-foot ROW dedication
and half street improvements are required as measured from the street centerline.
2. The owner may be required to dedicate additional right-of-way (ROW) to accommodate additional
turn lane improvements if identified in the transportation analysis and/or property corner radius.
The applicant may make a written request to the Public Works Director to modify, defer, or waive
the required street improvements (FWRC 19.135.070). Information about right-of-way modification
requests is available through the Public Works Development Services Division. Please note that
these modification requests have a nominal review fee currently at $91.50.
4. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety
purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director.
Access Management (FWRC 19.135)
Access management standards are based on roadway safety and capacity requirements. FWRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3-1A in the Public Works Development Standards.
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2. There is an existing C-curb along the property frontage on South 288`h Street. As such, access will be
restricted to right -in and right -out only. Please note, access onto Military Road may be restricted to
right -in and right -out at such time the City deems necessary.
3. For 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.
4. Please verify intersection sight distance for the proposed driveway/intersection on South 288`h Street.
The analysis shall be conducted in accordance to the latest AASHTO guidelines (3.5 ft object height,
3.5 ft driver's eye height, 14.5 ft back from the edge of the traveled way for passenger vehicles).
5. The applicant needs to depict access and storage for the drive -through coffee shop.
PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770,
robv@cityoffederalway.com)
Solid Waste & Recycling Design Considerations
Solid waste and recycling design considerations include:
• Adequate space allocation for interior and exterior garbage, recycling, food waste, waste oil, yard
debris, hazardous waste, or biohazard collection containers. Minimum recycling space allocation
is established by FWRC 19.125.150.
• For basic solid waste and recycling needs within a single enclosure, clear interior dimensions
measuring 10' deep by 20' across are recommended, along with a two -door swing -open or roll -
open gate that spans the front width of the enclosure. When gate doors are opened, no structure or
hardware should remain above grade across the enclosure opening. Gate pins/holes are preferred
for holding gates in closed and open positions to ease service access and maximize the life of gate
hardware.
• Sites may require a larger enclosure, or multiple enclosures, to accommodate on -site user access
and/or additional waste types and containers.
• Plan for user access to interior waste and recycling storage areas/containers, and to exterior
containers screened by enclosure(s).
• Plan for unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with
enclosure openings. Allow appropriate turning radii for service vehicles, and minimize potential
`blind spots' during ingress and egress.
• Consider landscaping, setbacks and screening requirements [based on FWRC 19.125.040 (4) &
(5)]•
■ Note that larger -scale commercial or multi -unit housing developments may see long-term savings
from the use of on -site waste compaction equipment. Planning for this equipment may require
larger enclosure dimensions, defined overhead clearances, consideration of power utility access,
and drainage management.
• Mixed -use developments may also benefit from on -site waste compaction equipment. Additional
mixed -use development considerations include:
13-100407 Doc LD 62999
Mr. Malik
Page 13
February 15, 2013
o Designated chutes and/or internal facility maintenance areas or services for tenants,
o Moving waste and recycling streams from interior units to collection areas, and
o Access by business tenants and/or residents to exterior waste and recycling areas.
Help with many design parameters related to service access is available via the City's colitracted solid
waste services provider, Waste Management. Contact: John Davis — Senior Route Manager at 206-786-
4530 (cell).
BUILDING DIVISION (Scott Sproul, 253-835-2633, scoff.sproul@cityoffederalway.com)
International Building Code (IBC), 2009 edition
Washington State Amendments WAC 51-50*
International Mechanical Code (IMC), 2009 edition
Washington State Amendments WAC 51-52*
Uniform Plumbing Code (UPC), 2009 edition
Washington State Amendments WAC 51-56 & WAC 51-57*
International Fire Code (IFC), 2009
Washington State Amendments* WAC 51 -54
National Electric Code (NEC), 2009 edition
Accessibility Code ICC/ANSI A117.1-2003
International Residential Code 2009
Washington State Amendments* WAC 51-51
Washington State Energy Code 2009 WAC 51-11
Washington State Ventilation and Indoor Air Quality Code 2006 WAC 51-13*
*Current State Amendments are dated: 06/01/2010
* * As of January 1, 2002, the State amendments now require arc -fault interrupters for 15-20 amp branch
circuits serving sleeping rooms in dwelling units (R-1's).
Building Criteria
Occupancy Classification: B, M, A-2
Type of Construction: none provided
Floor Area: 8994 sq ft first floor, 4073 sq ft second floor
Number of Stories: 2
Fire Protection: Fire alarm and sprinkler system required per City of Federal Way Code
Wind/Seismic: D Basic wind speed 85 Mph, Exposure B . 25# Snow load, Seismic Zone D-1
13-100407 Doc. I D 62999
Mr. Malik
Page 14
February 15, 2013
A complete building permit application and commercial checklist. (Additional copies of application and
checklists may be obtained on our web site at: www.eityoffederalway.com.)
Submit 2 sets of drawings and specifications. Specifications shall include: 2 Soils report
2 Structural calculations 2 Energy calculations 2 ventilation calculations. Note: A Washington State
Registered architects stamp is required for additions/alterations (new or existing) of 4,400 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 Tithing
The first comment letter can be expected within 7 to 9 weeks of submittal date. Re -check of plans
will occur in one to three weeks after re -submittal.
Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally
submitted plans. 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 Community Development Services.
Federal Way has an expedited review process. Information is available at our front counter.
Other Permits &Inspections
ctrical, mechanical, plumbing, fire suppression systems, and
Separate permits may be required for ele
signs. Applicants may apply for separate permits at any time prior to commencement of construction.
Particular building types maybe required to be reviewed by a third party engineer. This is a separate fee in
addition the building permit application fees
When required, special inspections shall be performed by WABO approved agencies or by agencies
approved by the building official prior to permit issuance. Construction must be approved by all
reviewing departments prior to final building division inspection.
All concerned departments (Planning, Public Works, Electrical, Fire) must sign off before the Building
Department can final the structure for occupancy. Building final must be approved prior to the issuance of
a Certificate of Occupancy- The City of Federal Way does issue temporary Certificate of occupancies.
All construction projects may be required to have a pre -construction conference. If a pre -con meeting is
required, all subs, the general or representative, the architect or representative, the engineer or
representative, electrical contractor and any other interested party, should attend this meeting. Meetings
will occur at the Building Department and will be scheduled by the inspector of record for the project.
Doc I D 62999
13-100407
Mr. Malik
Page 15
February 15, 2013
Site -Specific Requirements
1. Demo required for the removal of the structures on site.
2. Without a second floor plan it is hard to tell, but you will most likely be required to have a second
exit for the second floor; see building code for requirements.
3. Restroom requirements shall be per IBC chapter 29 as amended by the State of Washington.
4. The construction type of the building was not proved, so allowable building area cannot be
determined at this time.
5. Separate building permit for each structure on site.
6. An elevator is required to the second floor per IBC section 1104.4.
7. 1104.4, multilevel buildings and facilities. At least one accessible route shall connect each accessible
level, including mezzanines, in multilevel buildings and facilities.
Exceptions:
a. An accessible route is not required to stories and mezzanines that have an aggregate area of not
more than 3,000 square feet (278.7 m2) and are located above and below accessible levels. This
exception shall not apply to:
1.1. Multiple tenant facilities of Group M occupancies containing five or more tenant spaces;
1.2. Levels containing offices of health care providers (Group B or 1); or
1.3. Passenger transportation facilities and airports (Group A-3 or B).
2. Levels that do not contain accessible elements or other spaces as determined by Section
1107 or 1108 are not required to be served by an accessible route from an accessible level.
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, basbury@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 applications (check with land
use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate
is needed, allow 10 work days to issue for typical, 3 work days for accelerated, processing.
• Existing water system hydraulic model information (288XX Military Rd S, FF #101) for this area
indicates that Lakehaven's standard maximum allowable system velocity of 10 ft/s is exceeded at a
fire flow rate greater than 5.300 gpm. Fire flow capacities greater than 5,300 gpm may be
accommodated through water system improvements.
■ The site has the following existing water service connections:
• Domestic: One (1), 5/8"x3/4" water meter (SN 12936, WMA 25095), active.
• Irrigation: No existing/previous service/meter.
• Fire Protection: No existing/previous service/meter.
• 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, 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.
13-100407 Doc I D. 62999
Mr. Malik
Page 16
February 15, 2013
Protection of any existing water meters &/or service connections, or full abandonment by "removal"
if future service(s) will not be needed, will be required for any on -site building demolition. Please
contact Lakehaven for further information regarding this issue.
1 Installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to
each domestic service meter is required pursuant to WAC 246-290-490 & Lakehaven standards. As
a low cross -connection hazard, either a double check valve assembly (DCVA) or a reduced pressure
backflow assembly (RPBA) is required. Contact Lakehaven's Cross -Connection Control Program
Manager (Chris Zoepfl, CZoe_p�Lakehaven.org, 253-946-5427) for additional information & BPA
testing coordination.
Installation & satisfactory testing of a separate approved backflow prevention assembly (BPA] is
required for each fire protection service connection pursuant to WAC 246-290-490 & Lakehaven
standards. As a low cross -connection hazard, a double check detector assembly (DCDA) or a
reduced pressure detector assembly (RPDA) is required for 3" & larger connections; for 2" &
smaller connections a separate full -flow meter with a Double Check Valve Assembly or RPBA is
typical. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl,
CZaenfl�7a Lakehaven.org, 253-946-5427) for additional information & BPA testing coordination.
Based on the proposal submitted, and using presumed uses for approximately 9,000 square feet of
dry retail area, approximately 4,000 square feet of restaurant area & a 400 square foot coffee stand,
preliminary estimated Lakehaven water service connection fees/charges/deposits (2013 schedule)
will be as follows. Actual connection charges will be determined upon submittal of service
connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically
reviewed & adjusted (if necessary) annually, and are subject to change without notice.
Water Service/Meter Installation -Domestic (Retail), 1" (actual size TBD by Lakehaven) "Dig"
Deposit: $4,150.00.
Water Service/Meter Installation -Domestic (Restaurant), 1L/z" (actual size TBD by Lakehaven)
"Dig" Deposit: $5,060.00.
Water Service/Meter Installation -Irrigation, switch account type of existing 518"x314" meter to
Irrigation (provided meter size is determined sufficient by Lakehaven): $0.00. If upsize to 1" size is
required, estimate a $2,500.00 Deposit.
ivalent Residential Units (ERU)): $25,192.50. Water
Capital Facilities Charge(s)-Water (7.50+/- Equ
system capacity credits are under review for this property for any system capacity charges previously
assessed, paid directly to Lakehaven, and/or credited to the property. Please contact Lakehaven for
further detail.
Charge -Payable -in -Lieu -of -Extension (CPILOE): $N/A.
Latecomer Charge: $N/A.
Service Agreement Charge(s): $N/A.
County Document Recording Fees: $NIA.
ROW Permit Fee (City of Federal Way): $510.00.
Other (describe): $None Anticipated.
Sewer
The site has one (1) existing sewer service connection (SN 12936, SSCP 3820 (copy enclosed)),
active.
• ice connection at/near property line is typically required for any
Capping of any existing sewer sery
on-site full building demolition; a sewer service connection permit from Lakehaven is required for
this_ For partial building demolition, protection of any existing sewer service connection will be
required. Please contact Lakehaven for further information regarding these issues.
Doc. LD 62999
13-100407
Mr. Malik
Page 17
February 15, 2013
• 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 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.
■ Based on the proposal submitted, and using presumed uses for approximately 9,000 square feet of
dry retail area, approximately 4,000 square feet of restaurant area & a 400 square foot coffee stand,
preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2013 schedule)
will be as follows. Actual connection charges will be determined upon submittal of service
connection application(s) to Lakehaven. All Lakehaven fees, charges and deposits are typically
reviewed & adjusted (if necessary) annually, and are subject to change without notice.
■ Sewer Service Connection Permit Fee, 2 Non -Residential Bldgs: $350.00 each Bldg.
• Capital Facilities Charge(s)-Sewer (4.83+/- ERU, 8.11+/- est. Sewer ERU total): $14,639.73. Sewer
system capacity credits are available for this property from system capacity charges previously
assessed, paid directly to Lakehaven, and/or credited to the property for 3.28 ERU. Please contact
Lakehaven for further detail.
■ Charge -Payable -in -Lieu -of -Extension (CPILOE): $N/A.
• Latecomer Charge: $N/A.
• Service Agreement Charge(s): $N/A.
■ County Document Recording Fees: $N/A.
• ROW Permit Fee (Agency): $N/A.
• Other (describe): $None Anticipated.
General
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.
SOUTH KING FIRE AND RESCUE (Chris Ingham, 253-946-7244, chris.ingham@southkingfire.org)
The required fire flow for this project is 1625 gallons per minute. A Certificate of Water Availability shall
be provided indicating the fire flow available at the site. This project will require one fire hydrant; there is
an existing hydrant on the property that will satisfy this requirement.
Designated fire lanes may be required for emergency access. This may be done during the plans check or
after the facility is in operation.
An automatic fire sprinkler system shall be installed in all occupancies where the total floor area exceeds
5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the
required automatic fire -extinguishing system.
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.
A Fire Alarm System is required. An automatic fire detection system shall be installed in all buildings
exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central
13-100407 Doe. I D. 62999
Mr. Malik
Page 18
February 15, 2013
and/or remote station conforming to the current requirements of the National Fire Protection Association
standards and/or the fire chief or designee.
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your
project. We have made every effort to identify major issues to eliminate surprises during the City's
review of the formal application. The completion of the preapplication process in the content of this letter
does not vest any future project application. Comments in this letter are only valid for one year as per
FWRC 19.40.070 (4).
As you know, this is a preliminary review only and does not take the place of the full review that will
follow submission of a formal application. 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,
Matthew Herrera, 253-935-2638. We look forward to working with you.
S incerely
Matthew Herrera
Associate Planner
enc: Bulletin 001 `Process III Submittal Requirements'
Bulletin 002 `Mailing Labels'
Bulletin 003 `Master Land Use Application'
Bulletin 022 `CPTED Checklist'
Bulletin 042 `Parking Lot Design Criteria'
Bulletin 050 `Environmental Checklist'
Bulletin 054 `Process II Development Requirements'
Concurrency Application
Lakehaven Handouts
c: Kevin Peterson, Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
Scott Sproul, Assistant Building Official
Brian Asbury, Lakehaven Utility District
Chris Ingham, South King Fire and Rescue
Doc. I.D. 62999
13-100407
Pre -application Conference Sign in Sheet
City of Federal Way
COMMUNITY DEVELOPMENT REVIEW COMMITTEE
February 14, 2013 City Hall
9:00 a.m. Hylebos Room
Project Name: Latinos Santa
Address: 28718 Military Rd S, Federal Way, WA
File Number: 13-100407-PC
NAME
DEPARTMENT I DIVISION
TELEPHONE NUMBER
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CITY OF
Federal Way
February 1, 2013
David Malik
26220 116'h Avenue SE, Suite 201
Kent, WA 98030
CITY HALL
33325 8th Avenue, SoutH
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
RE: FILE #13-100407-00-PC; PREAPPLICATION CONFERENCE SCHEDULED
Latinos Santa, 28718 Military Road South, Federal Way
Dear Mr. Malik:
The Community and Economic 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, February 14, 2013
Hylebos Conference Room
Federal Way Ciry Hall, 2°d Floor
33325 8'h 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 matt.herrera@cityoffederalway.com, or 253-835-2638.
SincereI
Ma hew Herrera
Associate Planner
Doc. I D. 62996
CITY OF
Federal Way
APPLICATION NO(S)
RECEIVED
JAN 2 5 2013
CITY OF FEDERAL WAY
CDS
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8`h Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
W w W .0 i tyof rcdcra kv ay. C orn
tom- (0n40-7-- ov P'c-
Project Name LP J \ WO 5
0
Property Address/Location _-D-'``S-7 .I.R+ �- �y f�C> o
Parcel Number(i) �J C I d �/ c23 o
Project Description RITTr' L
Pi.FACF. PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
of Line Elimination
Freapplication 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
FN Zoning Designation
Comprehensive Plan Designation
Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
Occupancy Type
_.Construction Type
Applicant
Date t Z /3
Name: VA V1 D MAL-I-K
Address: x"Uo II6?3t AV Uz- $f"
City/State:KIFHTJ (ki I} 9(�o3,p
Zip:
Phone: Q OG E3q- I ' 3 3
Fax: AsZ 3 -cis i ..3
Email: M n,l 1 K, Q dfl-1-ove• 60m
Signature: �`� _ .1 nj
Agent (ifdiM&t than Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: :blf'tV I D
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature: n i A
Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application
I-
S 288TH ST
pTE: Lakehaven Utility District
neither warrants nor guarantees the
i accuracy of any facility information
�i provided. Facility locations and
111171L1Ty ppTf►conditions are subject to field
This Box is 1" Long ven 1cation.
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Feet
LATINOS SANTA (13-100407-00-pc)
t
i
ULI Uol LU I J
CITY OF FEDERAL WAY
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: January 31, 2013
TO: Ann Dower, Development Services
Rick Perez, Traffic
Scott Sproul, Assistant Building Official
Brian Asbury, Lakehaven Utility District
Chris Ingham, South King Fire & Rescue
FROM: Matt Herrera - Planning
FOR DRCMTG. ON. February 7, 2013 - Internal
February 14, 2013 - 9am with applicant
FILE NUMBER(s): 13-100407-00-PC
RELATED FILE NOS.: None
PROJECT NAME: LATINOS SANTA
PROJECT, IDDRESS: 28718 MILITARY RD S
ZONING DISTRICT.- BN
PROJECT DESCRIPTION. Proposal to construct a 13,067 square foot retail building and 400 square foot
drive-thru coffee shop. Existing gas station on site to be demolished.
LAND USE PERMITS: Preapplication Conference
PROJECT CONTACT: DAVID MALIK
26220 116TH AVE SE Suite 201
Kent, WA 98030
MATERIALS SUBMITTED: Site Plan, Floor Plan, and Previous Gas Station Site Plan
CITY OF Estimate of Development Traffic Impact Fees
Federal Way
Scroll down and complete the steps outlined below: Please fill in the required information in the yellow
highlighted boxes.
STEP #1: General Information
Enter the following information
Project Name Latinos Santa
File Number 13-100407-00-PC
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) 9, Specialty Retail Center
2) 4, Espresso with Drive -Through
3) "NONE'"
4) "`NONE'"
Unit of
Measure
sf/GFA
sf/GFA
N/A
N/A
Number of
Unit(s)
13067 g
400 9
g
Impact Fee Rate per Preliminary Impact
Unit of Measure Fee Amount
2.03 $ 26,497.56
26.41 $ 10,563.87
$ 37,061.43
STEP #3 - Credit/Change in Use (if Applicable)
This step applies to development proposal to change existing building or dwelling use.
Provide any impact fee previouly paid for the land use
category of the prior use IMPACT FEE AMOUNT PAID FOR
(Do not include administration fees). PRIOR USE
For a change in use of an existing building, the impact fee will be assessed based on the difference between the new uses and the
prior use If no impact fee was required for the prior use, the impact fee for the new use shall be reduced by the amount equal to the
current impact fee rate in affect for the prior use. Fill out the lines below of the prior use.
Proposed Land Use Type (s)
1) 9- Auto Care Center
2) •'NONE"
3) 1 ""NONE"'
Unit of Number of Impact Fee Rate per Preliminary Impact
Measure Unit(s) Unit of Measure Fee Amount
sf/GLA 1562 $ 3.54 $ 5,530.78
N/A $ - $ -
N/A $ $
$ 5,530.78
STEP #4: Total Impact Fee
Calculate estimated Total Traffic Impact -Fee payment amount, including Administrative Fees.
Traffic Impact Fee (Before adjustment) $ 37,061.43
Credit/Adjustment including Change of Use $ 5,530.78
Administrative Fee (3%) $ 945.92
TOTAL TRAFFIC IMPACT FEE PAYMENT ESTIMATE $ 32,476.57
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.
Queues
1056: S 288 St & Military
Rd S
21712013
}
--►
*
I
1�
Lane Group
ESL
EBT
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
111
541
200
411
185
253
183
363
601
186
v1c Ratio
0.66
0.81
0.78
0.50
0.71
0.42
0.30
0.64
0.79
0.24
Control Delay•
69.3
51.9
67.1
32.8
48.3
33.6
5.8
30.2
40.3
10.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
69.3
51.9
67.1
32.8
48.3
33.6
5.8
30.2
40.3
10.7
Queue Length 50th (ft)
79
188
141
115
69
145
0
154
388
47
Queue Length 95th (ft)
133
235
228
166
#133
230
47
241
#592
84
Internal Link Dist (ft)
1188
1173
2460
1339
Turn Bay Length (ft)
150
200
175
150
200
200
Base Capacity(vph)
207
792
335
1018
277
602
618
581
759
808
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
Reduced vlc Ratio
0.54
0.68
0.60
0.40
0.67
0.42
0.30
0.62
0.79
0.23
Intersection Summary
Description: May 2012 - All Traffic Data
# 95th percentile volume exceeds capacity, queue may be longer
Queue shown is maximum after two cycles.
2012 TMC Volumes on Existing Network Synchro 7 - Report
PW - SL Page 1
N4
- -- � lmw m m ■ '%/ ■ ■
SITE PLAN,
SCALE = 1'=20'-O'
PROJECT SITE
VICINITY MAP
NO SCALE
PROJECT DATA
TAX PARCEL * 552WO-0230
SITE ADDRESS:
28718 MILITARr ROAD
FEDERAL WA r, WA 98033
OWNER:
AMBIKA INVESTMENT LLC
PHONE:
(XXX) XXX-XXXX
FAX:
EMAIL:
ZONINI�
ZONMG BN, NEIGHBORHOOD BUSINESS
SET'SAzr%e-.
FRONT' 0'-0'
SIDE 10'-0'
REAR 10'-0'
WE 35 - 0' A.B.E.
PARIG*.e• IN RETAILS: 1 FOR EACH 300 S.F. OF GROSS FLOOR AREA
GcRO55 FLOOR AREA 13,4(o7 S.F. (13,467/300=44.g) 45 REQUIRED PARKING SPACES
45 PARKING SPACE PROPOSED
LOT COVERAGE
GRO55 LOT AREA 37,101 SF
LOT 07�S,3U OF 249x
LEGAL DESCRIPTION
LOT 23, M!LITARf ARMS, SECTION 33, TOWNSHIP 22
NORTH, RANGE 4 EAST, W.M., KING COUNTT,
WASHING 1 ON
FLOOR AREA SUMMARY
MAIN FLOOR AREA
UPPER FLOOR AREA
TOTAL
COFFE SHOP
TOTAL ARMS -A
S,g94 SQ. FT.
4,013 SQ. FT.
MAW SQ Ft
400 SQFT.
13A&l SQFT
REVISIONS
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DATE: 01-21-13
JOB NO: 0I-4
SHEET
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MAIN FLOOR PLAN
SALE 'TB : 1 -0'
SHEAZ A. LLSCHEDULE -
TYP E)a WN I CON5TRU [1 S
�UNLE+39 CIT44EOUIBE NOTED)
I Y*1#1tuCs "2 PLTdJX)o OR Il& 05B £xTERIC�w SIDE OLOa�D
NAIL W/ Od + 8 OG ALL EDCe5 ,aAp • 12 OC. FIELD
2 BOLT SILL PLA-7E TD C )N1CRETE ,ue 519 VIA x 10 A13 5 • 48 OG
3 NAIL SOT TOM PLAT£ TO PR.Af11NCs MLOW uw liod + A 'J G
4 FA.5TEN DOL5LE PLATF TO ,JOIST OR 3-0CKW'% ABOVE fi+ER
DETALIL5 ON 51 52
GAPAC7-1 240 Lg;FT
_�� '• ... — — MmrCATl:4 S+EAR{L+LLkr�_� OlE_`dLt1r,
't li dfis ONE SIDE SLOCXFD
I 9i ATL.Nl.1Cy 1!i PLTW00C OIR
NAIL b/ 9d* 4 Or- ALL fOCAFS A1C 12 O,G. Flfd A
2 BOLI $ILL. PLATE TO C->4CKETE WO 5`a t71A. x IC AD 5 i 32 OC
3 *LAIC BOTTL-x- PLATES TO FP-AJ W-i 5ELOW W, ldmct 3 Or
-
4 FA$TEN o(Xa.t_E PLATE "O _0I9T OR $LOCKING AOCVE
PER �T,AILS CN 51 4 32
GAp,0.G1T� }5d LB'Fi
Tur2 SIDE`
IfMW------= D NAIL+sS ,4THtNG IQ PLTLL OOO C7* O75a- TWO 51OF- 5LOC4rC
w/ ad • 3 OC ALL EDt*£`�A A'I�' a tZ on FIELD
2 5M Sx S,LL pj_.4 E -ro GC7NG11tETE d StS DIAN60 EXP EOLTS
3 #A57EN POIL 90TTOM M-TS TO pC.119LE JOIS? Olt QLDCK[rYJ HLWL ut/ 2 11b
Z L.tYEI45 Lit a it D,G OR ? pwuB ASS CLI" * o�
• FASTEN 06L 1O nouBLf JOtaT Olt ISLt7fDCW_m A15v W/ 2 ROUS
A35 Cl-IF • 1G ac OR Ic£oi OET,AIL.5 ON 9/1 SfL
6 L19E 3x gnypg •ALL
FFRH
t,,EM,5E" RItCEIVIT•ICs Eh1 F$tOH ApflLLTTts�i rANELS
[ CAP+6C;ITY 9PJ� Ld+f7
t l�R AKA
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or's�+1e■
i
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-113 TO A I
7_1
54 m"
Scs WALL cream !AR pow ,Y Tm
tit FLFVATIONS
4
�c TOP ^F gANQRAtL
i
•rr q � n
d i - EXTEND TO TOP
150TT R15ER
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I Ia TYl• 15EE KAM
LW WK IkEa1
, r EAD
ate, I
�ii
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1 L2 DIALt4%CAR
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S lIi CLEAR
FiaCI'IOM 1 WW1
4AA>RAI.,9, PER W FiMe ;
pAJ_USTERS PER
% RE Rniz-3
LE 55 T 1-" 4 gri OR .?d+_
7„ .t PER PLAN
1xa BALLLISTER°�
V2 GdIC ON ALL
+1LSF�ACE6 OF
u5A5..E SPACE
jLv4pER STAIRS
t----• , a) 2 x R EaRft C,ERS
FIRESLOCKI►Ys AT
TOP AND ECT70"
AC.RZ>" ST W-4 R
I3ETIJEEN 6TUDS
TYP• INTERIOR STAIR
jra , t .� STAt�i1PC�l
FLOOR _ PLAN (COTES:
, MAI% rLOOR PLAN'
. L179+' -TFk ,rr_NffI0N5 TAKE MMCEpEMGE
OAR SCALED OM1ErlSION& yEPJF7 A-L.
471"tEN$10"6 AN;) :&74L'IYIL7hTa IN i[+E HELD
. E�FE '7OoF Fp7A1I[W-, FOR ALL kC4-PER
AUD E�=_.AM GALL-01J-e.
•-rAIN FLOOR -LATE +.+E1DuT 5i+•ALL BE
0 m
CF LuNoOuA3 • 9 0 A5C,+E
FLOOR, TT P Lll'%,O
. cXTER .7R U-IL-6 5ti1t _ BE 2xb NF y a
aL A+�r IN'£RIOrt U.1LL!7 Za4 wF * Ib OZ
AL� .0-4s_ED WA-L5 rp 5E 451 UINLC
.1%TL 5,-1ALL FAT J+ WSE-C
F T,-ERS '^ ✓ER P� 1�113�- �f'=h11�1Cs
. PR0.0IRE SOLID B�C,Svis rJIER
xJppoRT5
� r*,C ,E DEiEC"0G;!5 -v BE WARD W RFC
r ^ISC47Nh>EGT,ok SUATGu AND
BATTER'r ESACKLIP OEVICE5 TO BE
IN�IRC�JI tdEG'ED INrr^r2bVGE ju
�GTLOt+ R313 [ '�
. r�I YCE DEIEC'GRa TD 5£ _CCATEt>
IN AL_ BEDRO) 15
[..fit, IL A T STAIR? TO BE MOUNT
A' 34 36 AW wf Ti2EAC N051NG IN
.��CGRD�+NGE W/ R31IEF F:G
pE�LD ES SOLIL' SFA.R14 LNCER
CL- EkTRATE.0 LOA05 L 4' ?"P
4T m U.ALL9 USE ,Z".KA —r 4 ,UA-L-S
LXd`56 NOTED CTa-.EFW-o;r
• VENT ALL FANS AND pwrE7t EXNALST
'0 EXTERIOR
+ .%L- $7ORA6E 4 SPAC-ES ,DER
aTAIR5 70 51= FINISWED L" I `%
sl�a
. GOC72 f3ETL.EEN WOU5E A 6ARfiCE
BALL 5E A WLIJ CIF U4'00 DG+O
5C'LID OR 4-1+ rCCM5 5*E= C)00QQ
NC'T LE55 THAP4 1 31a tN r-- 404ES
+ PRLcrA>}RzGATEf. i=IREPLACES
C.t-IR1NE"5 .del:. RELrkTer) r FCNEN'3
TO BEAR Ul. r'R IBC.O MAL OF
"OVA_ AND TO SE UabrALLEZ
R '"AVLF4G',j �R S 5PECIFICAT'O*1S
• _v,FE_ PACER C 5�+.5ER5 -O 3E
MGtJN7�U ♦ T7 AFC "Tp �
4�L TOWEL BARS TO BE 24 WVE
I-ICA,NT 7G`llEL BARB 42 AFF
KEY NOTES.
,ud"E1? +-r£bTER F'ER p,T Hs1F�:A
!-ATE
R 44EATEIR -*+ALL "AVE 80
CjALL-N I-IINI` V FIRST }*O -ATD4n
1-46TALL PR,E6602E REL15' VALE To
ExT INSTALL RATED EXF'A2'S1Gl4
'1sNK IF 4EC]JIiRED t97 JURISDICTIO%L
+4EAI ELEMF4TS AND 51UITC+_IE5 TO BE
18 ABOV: GONG#ZETE OLA5
C Ia .74 GRA..L SPACE AC--_E95
L p� P►�G DE 2=6 BLOCK AT 34 AFF FOR
Tl.P_VMOS'TAT (5EE SWEET EGI
" 2 GYP-ttI WALL BOA= C% ALL WA-LS
ANp r agrS 5,V TY7-E 7( GT PSUM WALL
50ARD ON CEILZW ARP 5EAM9 SIB
Tti pF X G1u3 S+BALL OE INSTALL€O
pEi'2PETJL?IAR TO T4FASTENLEp AT
FR.Qt'tIW, A.D 5HALL
Ve MAX 6 r?, u S O.G FASTENERS PER
TA5LE W7C2-35
ZERO-GLEAW_4?,CE rETAL FIREPEACi=S
TO BE NSTALLED PER "Al�LFA TLlRFRS
51-EGiFICATk ; PREPA S FI#ZEPLACES
'O BEAR 1HE &TAMP OF AN AP"ROVED
`ESTW-s LAs P*0VIDE b OrM
OUTStJE CarTUSTI-IN AIW_
►3EARTLa PER 1WIL.*>ER'O%NEV-
TUBS A SHOWERS:
. FIREBLOCSCFN* N ACJ':, AACE Uj�
$+_-CT10K 6?b02D IRO
• LIMIT FLC:%L. -O 2 5 rAPj" I
UAALL3 5"ALL 5E LuAr= 3GTF TO A
Mftq. 10 A5a+dE DRAIN 17': AET
. ALL Ct A !IN[3t RJG IJCmkl WI�SiOUX� WITi4IN
$,V OF 5TAND04Gr117LA Y-W-z SLA1FAGE
S AL.L BE BAFE T Y * LAS 6
FLOOR AREA S>L.1A+tA+tARY.
MAIN FLOOR 5,n4 &2 PT
IPPER FLOOR s 40ISSC FT
TOTAL
GCNE RED
PRONT PORG+4
13�ft"t 50 FT
It lei 5Q F;-r
6Gt ARE FOOTAGe 15 MEA6LFe D To TL4E
OUTSIDE FACE OF WIaLLS 5TAIRS AR€
=XXTED APV7tO)Kf ATEL7 ONE A hC ONE
S71 L� Tm'E5 OPe4 TO OFLaU SPACES ARE
NG3T tACLI.1DEp IN CALCLQ.ATM7N5 CiAI .r
AREA !b rA' rlv ATED 6LrAPA7ELY - t
f .'+
z
rv^
(:D) - - - - - -
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UPPER FLOOR PEAK
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4
i
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II
I
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- - - - ---i __ - - _-, � ___ __ -.(K)
rl
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FLOOR PLAN NOTES
L UPPFl:Z PLCIC C% F',AN J
1 R'T'Fk D t _NSizh6 TA+CE FIC=_GEw-
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El.Si^w5 ANC C-5 ^a TIE ='E-Z
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Pti �-e fAR i<g T7 P' u h .7
TOP CF • 5 -C , 4E " 'E
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4 ETEGTCR5 TP ERK 4.A-R-- .' REG
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ti.'=rtthlEG7�Q IN
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3,'=^R'Jt+hGE u 1-L?11�,o Rrti
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LC-�L S USE 12 2"
AT ry Ir'.-ALL,* ,6E 12J is A- d :HALLS
LZI1-E_�S NO-ED 0 +1sRW75rE
• t�^' U-L r-47 .aNc:. CRTER Ex-k"O
STAIR5 'C 3E
a-s
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Be-R 1- C44 I.�..cD SEA_ Or::
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l-4 �1 ,rt ..0 F23 3WE._A1',7ATI'J'V5
-^ LE_ =-FCR r ,SPEtiSER5 TO �E
-10-N7EJ • i '1 AF = t T- la
ALL -OL.I L ;,4R�? -,: BE .4 WIC R
`" u,, I TC_Cti ,&R5 * d; Afr
TUBS & SHOWERS.
• _ B-aCJK�rC+ T .SGcom-o -•uGE u
IFS
l I- T 6-n-N rE Q FL--IU to 2 5 Cy P H
. LA-L$ 5+-ALL SE UA"E ` Y: le-
t, k '0 AE C r.� r_A2A IN W.LE'
. ALL a -.a: WA T4�LUG IN* 1 FK-C<W5 LL'IT .-N
be, of gTf, Ir, w..L+[ING $UROAGE
5+-1 _L 9,E SAFETY r.LA&S
KEY NOTES
�p PRL'/IQc 2Y6 BL:JC+C AT 54 AFF POW
1-_; le lo5TALT SEE 5&-lEET EC1'
1�
7—
V�
0
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DATE400�-
}0B N 4
SHEET
A3
EXISTING -BUILDING
vo
t 478
Z,
t 474
/ 472
470 a
4y;�;p� ifs /Y��p� �. "
.411I+.'Jilig4.L � ,iJi..Jr `'�� �
PLANTING
476
•
j
_ j 1 x_ ylt
T t EXISTING PLANiING
O
) 9 BUFFED
74
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i-ICIA1 T Y MA P
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0
NO SCALE j
t:f u
. .. `. of
PROJECT '£: UNDERGROUND FUEL STORAGE
TANK. REPLACEMENT _ L_
PROPOSED USE: s: � �``, �
CON'+tES'�SENCE STORE AND
GASCLIN'I✓ SALES (NO CHANOL Lue
co
GROSS LAND AREA: 37701 S.F'.0.88 ACRES)
LOT COVERAGE: 3,388 S.F, = 9 _ Y
EXISUNG ZONING: BNi NEIGHBORHOOD BUSINESS
RtQUJRED BUILDING SETBACK:
FRONT 40 FEET
SIDE REAR 10 FEET
15 FEET LIB
TYPE OF CONSTRUCTION: KAf
KCA PARCEL ,Nc. 552900-3230 6
00
3. —
w
Q)co``--
..
x
CR DE-S I L EGA L
sty
10N
?` tT
•
co
EXISTING BUILDING71P
_ O - y
DESCRIBED AS:
LOT 23, MILITARY ARMS, SECTION 33, TOWNSHIP 22 NORTH. RANGE 4 EAST, cf) � m l ` ! • ; a �v W.M., KING COUNTY; WASHINGTON
MONO
` 1 Zook C)
CN
{. 1
EXISTING PLANTING
BUFFERtj
472 { f
{y► 2
1
;s T INc CANOPY
G NEW TANKSim
DEVELOPMEN1 NO"!
4
NEW C�VERFL� !
ALARM
3 1 3 S, rr i EXISTING SITE
LIGHTING POLE
}_ I CIS T NG. P 4+
o
h4IVTI�IG
BUFFER
EXISTING HYDRANT
r- w --
/�3"'i r I
J/f ��` EXISTING STREET LIGHT ��
04
tx
` •Y, '< EXISTING CURB+
\l 14
/\ EXISTING SITI=71LfATl=1' SEPARATOR ra cs o
+ a
47U �_ - -- MISTING SIDEWALK
EXISTING ROCKERY
' EXISTING SII E�#ALK EXISTING FENCING
} �{I 33' =�4
EXIEXISTING GUARDRAIL
0 Z
1y D VEWAY
t 4Q8 — op
EXISTING STREET CATCHBASII I z
EETO EX)SEING POWER POLE
C� C�
4�
1 — � 44' 1$" Ifid EXISTING ASPHALT PAVING
t _
— C-0 co W ZW Ql 3 --------- S
2 EXISTING ADA CURB RAMP �' �Q � � z � sir,
"--EXISTING
i r E�CIS # t G CROSS WALK^) Ln
MEDIAN CURB
ZNN
14 co LEI
EXISTING STORM SEWED LID
EXISTING TRAFFIC SIGNAL14
L
BUILDING SETBACK LINE
EXISTING CURB C � ,7-----=-- - m
r
N
EXISTING CU�tBCUT � � FUTl3R`; RE-ESTABI..iSF}EI) MPD CANOPYCD
� c,
ff ;: Lu
DISE
{$ ;'0_
'THIS SITE PLAN WAS CREATED FROM INFORMATION PROVIDED BY THE CLIENT � t`
NTH ELEVATION DATUM PROMDFD BY USGS NATIONAL MAP VIEWER,Lo
I
BARGI,AUSEN CONSULTING ENGIIdEI=RS, INC.,
ITS. CONSULTANTS AN(b ITS ' a
SUBSIDIARIES ARE NOT LIABLE FOR ANY DISCREPANC4ES .BE EN ACTUAL SITE
'
MUM ANO THIS DRAWING. � �
___ _
i-ICIA1 T Y MA P
RE:" bwi', 1
1•'`d i M
g 4_usrA & i$
t
-
. s� 's�acnac
y 3
X
. y `..__+
co'i
0
NO SCALE j
t:f u
. .. `. of
PROJECT '£: UNDERGROUND FUEL STORAGE
TANK. REPLACEMENT _ L_
PROPOSED USE: s: � �``, �
CON'+tES'�SENCE STORE AND
GASCLIN'I✓ SALES (NO CHANOL Lue
co
GROSS LAND AREA: 37701 S.F'.0.88 ACRES)
LOT COVERAGE: 3,388 S.F, = 9 _ Y
EXISUNG ZONING: BNi NEIGHBORHOOD BUSINESS
RtQUJRED BUILDING SETBACK:
FRONT 40 FEET
SIDE REAR 10 FEET
15 FEET LIB
TYPE OF CONSTRUCTION: KAf
KCA PARCEL ,Nc. 552900-3230 6
00
3. —
w
Q)co``--
..
x
CR DE-S I L EGA L
sty
10N
?` tT
•
co
EXISTING BUILDING71P
_ O - y
DESCRIBED AS:
LOT 23, MILITARY ARMS, SECTION 33, TOWNSHIP 22 NORTH. RANGE 4 EAST, cf) � m l ` ! • ; a �v W.M., KING COUNTY; WASHINGTON
MONO
` 1 Zook C)
CN
{. 1
EXISTING PLANTING
BUFFERtj
472 { f
{y► 2
1
;s T INc CANOPY
G NEW TANKSim
DEVELOPMEN1 NO"!
4
NEW C�VERFL� !
ALARM
3 1 3 S, rr i EXISTING SITE
LIGHTING POLE
}_ I CIS T NG. P 4+
o
h4IVTI�IG
BUFFER
EXISTING HYDRANT
r- w --
/�3"'i r I
J/f ��` EXISTING STREET LIGHT ��
04
tx
` •Y, '< EXISTING CURB+
\l 14
/\ EXISTING SITI=71LfATl=1' SEPARATOR ra cs o
+ a
47U �_ - -- MISTING SIDEWALK
EXISTING ROCKERY
' EXISTING SII E�#ALK EXISTING FENCING
} �{I 33' =�4
EXIEXISTING GUARDRAIL
0 Z
1y D VEWAY
t 4Q8 — op
EXISTING STREET CATCHBASII I z
EETO EX)SEING POWER POLE
C� C�
4�
1 — � 44' 1$" Ifid EXISTING ASPHALT PAVING
t _
— C-0 co W ZW Ql 3 --------- S
2 EXISTING ADA CURB RAMP �' �Q � � z � sir,
"--EXISTING
i r E�CIS # t G CROSS WALK^) Ln
MEDIAN CURB
ZNN
14 co LEI
EXISTING STORM SEWED LID
EXISTING TRAFFIC SIGNAL14
L
BUILDING SETBACK LINE
EXISTING CURB C � ,7-----=-- - m
r
N
EXISTING CU�tBCUT � � FUTl3R`; RE-ESTABI..iSF}EI) MPD CANOPYCD
� c,
ff ;: Lu
DISE
{$ ;'0_
'THIS SITE PLAN WAS CREATED FROM INFORMATION PROVIDED BY THE CLIENT � t`
NTH ELEVATION DATUM PROMDFD BY USGS NATIONAL MAP VIEWER,Lo
I
BARGI,AUSEN CONSULTING ENGIIdEI=RS, INC.,
ITS. CONSULTANTS AN(b ITS ' a
SUBSIDIARIES ARE NOT LIABLE FOR ANY DISCREPANC4ES .BE EN ACTUAL SITE
'
MUM ANO THIS DRAWING. � �
___ _