16-101539CITY OF
t Federal Way
April 29, 2016
Geoff Sherwin
Apex Engineering
2601 35"' Street
Tacoma, WA 98409
sherwin@apexengineering. net
Re: File #16-101539-00-PC, PREAPPLiCATION CONFERENCE SUMMARY
Plant 2 LLC Car Wash, 35053 10 Avenue South, Federal Way
Dear Mr. Sherwin,
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held April 21, 2016. We hope that the information discussed at that meeting
was helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions and Public Works Department, and representatives from Lakehaven Utility District and South
King Fire and Rescue. Sorne 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 Becky Chapin, 253-835-2641, Becky.cliapin@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
The applicant proposes to construct a new car wash facility on the southeastern portion of the parcel.
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. Sherwin
Page 2
April 29, 2016
• Community Development Planning Division
1. Property is located within a 5-year Wellhead Protection Zone.
2. The proposal does not meet setback requirements.
• Public Works Development Services Division
1. The project meets the threshold of the City's non -conforming water quality code (FWRC
19.30.120 — see specific reference, below), which means the entire site (current property - Parcel
202104-9116) will need to be brought into conformance to current water quality standards.
2. Subdividing the property through the City's Binding Site Plan (BSP) process would also require
the property (all parcels included in the BSP) to provide stormwater systems that meet current
City standards.
• Public Works Traffic Division
l . A Transportation Concun-ency pen -nit is required per FWRC Chapter 19.90.
2. Traffic Impact Fee payment per FWRC 19.91.
3. Street frontage improvements and right-of-way dedication are required along the property
frontage on S 352"d Street and SR 161 (Enchanted Pkwy S) per FWRC 19.135.040.
4. The current proposal needs to meet access management standards per FWRC 19.135.280.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplication conference. Each section should be read thoroughly. If you have questions, please contact
the representative listed for that section.
COMMUNITY DEVELOPMENT PLANNING DIVISION
Becky Chapin, 253-835-2641, becky.chapin@cityoffederalway.com
Zoning Designation and Use — Zoning for the subject property is Commercial Enterprise (CE). The
CE zone permits car wash uses pursuant to FWRC 19.240.050. The following information is based
on the materials submitted for the preapplication meeting.
2. Land Use Application — The proposed improvements will require a Process II Master Land Use
application. Process II is an administrative site plan review conducted by city staff with a final
decision issued by the Director of Community Development.
Submittal Checklist and Master Land Use Application are enclosed. Following submittal of a
complete application, the City will process the land use application within 120 days, unless
additional information is needed. If that is the case, the review clock will be off until the information
is submitted and verified. Building permits are issued after land use approval is granted.
3. Binding Site Plan — Pursuant to FWRC 18.20.010, division of any land for sale or lease that is
classified for commercial, business, office, or industrial development, shall be required to obtain an
approved Binding Site Plan (BSP). The BSP is reviewed and processed under the provisions of short
subdivisions that will require a separate Master Land Use application. BSP review is administrative
with a decision rendered by the Director of Community Development within 120 days of complete
application. Approved BSP shall be recorded by the city with King County Recording Department
16-1015;9 Doc. I D 72986
Mr. Sherwin
Page 3
April 29, 2016
with all recording fees paid by the applicant. Please see the enclosed short subdivision bulletin and
checklist regarding submittal requirements.
4. State Environmental Policy Act (SEPA) — As proposed, the project is exempt from review under
SEPA review as the proposal does not exceed flexible thresholds (buildings larger than 12,000
square feet, parking for 40 or more vehicles).
Application Fees — The formal application must be prepared in accordance with the City's
Development Requirements checklist (enclosed) and must be accompanied by the appropriate fees.
As fees change annually, please contact Development Specialist staff for the current application fees
for Use Process I1, Binding Site Plan, and other permits/reviews identified in this letter.
Development Specialists can be reached at 253-835-2607.
Public Notice — Process II review does not require public notice. Binding Site Plan will require
notice, comment, and appeal period.
Wellhead Protection — The subject site is located within a five-year wellhead protection zone as
designated by Lakehaven Utility District. A Hazardous Materials Inventory Statement— Critical
Aquifer Recharge and Wellhead Protection Areas (enclosed) must be submitted with the formal
application. The Development Review Committee (DRC) will then review the Hazardous Materials
Inventory Statement and assess all potential impacts to the city's groundwater resources to decide
whether hazardous materials will be used, stored, or disposed of in connection with the proposal. Car
wash facilities must also provide documentation of compliance with Department of Ecology
standards set forth in the Washington Administrative Code (WAC) Chapter 173-216.
Key Development Regulations —All site improvements must comply with the applicable FWRC
development regulations. Some of the key regulations are listed below. This is not intended to be an
exhaustive list. Applicants are responsible to comply with the entire FWRC.
(a) Required Yard/Building Setbacks — Front yard setback is 20 feet. Side and rear setbacks are 15
feet. Per FWRC 19.05.80, required yard means the area adjacent to and interior from a property
line of a lot, as prescribed by regulations, and is the minimum required distance between a
structure and a specific line, such as a property line or vehicular access easement that is
required to remain free of structures.
As proposed, the building is intruding into the 15-foot rear yard setback as measured from the
edge of the 45-foot roadway easement. In addition, pursuant to FWRC 19.125.150 'Garbage
and recycling receptacles — placement and screening' garbage and recycling receptacles may
not be located in a required yard. The location of the dumpster area is within the 20-foot front
and side yards and must be relocated.
(b) Maximum Building Height —The maximum height allowed outright is 40 feet above average
building elevation. No building heights were. provided with this preapplication site plan. A
formal application must demonstrate how the height requirement is met.
(c) Parking — The parking requirement for the proposed car wash is 1 parking stall per 300 square
feet of gross floor area. The covered vacuum stalls can be included in the parking stall count.
I6-101539 Doc I D 72986
Mr. Sherwin
Page 4
April 29, 2016
Design criteria are based on the enclosed department handout. Typical 90-degree design
standards are 9 x 18 foot stalls with 25-foot drive aisles.
9. Tree and Vegetation Retention — A tree and vegetation retention plan as required under FWRC
19.120.040(2) must be submitted with the Process II application. The tree and vegetation
retention/replacement plan must be prepared by a certified arborist or certified landscape architect.
The standards require each development to maintain a minimum tree unit density. As required under
FWRC 19.120.130(2), the minimum tree density in CE zones is 20 tree units per acre. The subject
property's density would be 20 tree units (20 tree units x 0.97 acres = 19.4 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 formal landscape plan must detail information about tree unit credits
and replacement and clearly show where the 20 tree units are to be located.
10. Landscaping —The Process II application must include a preliminary landscape plan prepared by a
licensed landscape architect, in accordance with the landscape requirements contained in FWRC
Chapter 19.125 "Outdoors, Yards, and Landscaping. " Following are the key landscape requirements
for the project.
Perimeter Landscape Buffers — FWRC 19.125.060(9), Commercial Enterprise, CE, requires Type III
perimeter landscaping a minimum of five feet in width along all property lines. A preliminary
landscape plan must depict these requirements. Type III landscaping consists of a inixture of
evergreen and deciduous trees, large shrubs a minimum of 24 inches in height at the time of planting,
and groundcover; spaced to provide a visual buffer creating a partial visual separation.
Interior Parking Lot Landscaping— Parking lot landscaping is intended to break up large areas of
impervious surfaces, mitigate adverse impacts created by vehicle use areas, facilitate the movement
of traffic, and improve the physical appearance of vehicle use areas. Twenty square feet of Type IV
interior lot landscaping per parking space must be provided in accordance with FWRC 19.125.070.
Type IV parking lot landscaping is required to be installed at the ends of all rows of parking and
disbursed throughout the parking area. Landscape islands must be a minimum size of 64 square feet
and a width of six feet between stalls and at the ends of rows.
The square footage of interior lot landscaping must be listed on the landscape plan, and the interior
landscape areas used for this calculation must be identified on the plan. Pennanent 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.
11. Community Design Guidelines — Projects subject to Process I1 review must comply with the
provisions of FWRC Chapter 19.115, "Community Design Guidelines." The proposed car wash
must comply with applicable portions of the Community Design Guidelines standards, including the
CE specific guidelines. This correspondence highlights the primary applicable design guidelines for
the project, but does not necessarily identify all applicable design requirements. The formal Process
II application must include a written narrative that identifies how the proposal complies with
applicable design guidelines, outlined in the FWRC and summarized below.
16-101539 Doc 1 D. 72986
Mr. Sherwin
Page 5
April 29, 2016
FWRC 19.115.050(4) Pedestrian pathways from rights -of -way and bus stops to primary
entrances, from parking lots to primary entrances, and pedestrian areas, shall be accessible and
should be clearly delineated. At a minimum, a pathway should be provided to connect the main
building entrance and 16"' Avenue South. Pedestrian pathways and pedestrian areas should be
delineated by separate paved routes using a variation in paved texture and color, and protected
from abutting vehicle circulation areas with landscaping. Approved methods of delineation
include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint
striping on asphalt as a method of delineation is not encouraged.
• FWRC 19.115.050(7)(b) Drive -through stacking lanes shall be visually screened from a right-of-
way by Type III landscaping and/or architectural elements, or combination thereof-, provided,
such elements reflect the primary building and provide appropriate screening. The stacking lane
must be physically separated from the parking lot, sidewalk, and pedestrian areas by Type III
landscaping and/or architectural elements. Painted lanes are not sufficient.
• FWRC19.115.060 Building facades that are both longer than 60 feet and visible from either a
right-of-way or residential use or zone shall incorporate at least two of the four following options
for modulating and/or screening:
o Facade 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
fagade elements, offset planes, wing walls, and terracing will be considered, provided that the
intent of the section is met.
o Landscape Screening— Eight -foot -wide Type II landscape screening along the base of the
fagade, 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.
o Canopy or Arcade — Minimum length is 50 percent of the length of the fagade using this
option. Canopy must extend a minimum of six feet outward from the building with at least 10
feet of clearance as shown below.
o 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. if this treatment is chosen, the plaza
should be clearly visible and accessible from South 348"' Street.
The above -referenced "two of four" options shall be incorporated along the entire length of
the north and south facades as they are longer than 60 feet and visible from a right-of-way, 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.
Additionally, building facades visible from rights -of -way must include articulation and scale
requirements of FWRC 19.1 15.060(3). As such, the architectural design of the entire building
is required to consist of architectural features and/or materials variation that create a sense of
architectural articulation, and reduce the scale of the structure. Please refer to the list of
methods to articulate blank walls identified in FWRC 19.1 15.060(3)(b).
12. Crime Prevention through Environmental Design (CPTED) — FWRC 19.115.010(2) CPTED,
requires minimum standards for design review to reduce the rate of crime associated with persons
and property, thus providing for the highest standards of public safety. CPTED principles are: 1)
I6-101539 Doc. I D, 72986
Mr. Sherwin
Page 6
April 29, 2016
natural surveillance; 2) access control; and 3) ownership. The enclosed CPTED checklist must be
completed and submitted with the formal application.
13. Garbage/Recycling — As stated above, the garbage and recycling area as proposed is depicted
within the required front and side yard and must be relocated. The formal application must note the
specific size, design, location, and screening of garbage receptacles as required by FWRC
19.125.150 and 19.125.040. Locations for the recycling and garbage facilities, and any fencing or
screening details, must be depicted on the formal site plan. See enclosed Solid Waste and Recycling
Design Considerations handout for more information.
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 2016 King County
Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the
KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use
site plan submittal, a preliminary Technical Information Report (TIR), addressing the relevance of
the project to the nine core and five special requirements of the KCSWDM will be required. A Level
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. In addition to flow control facilities, Best
Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies
within Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the
treatment criteria of the Enhanced Basic Water Quality Menu.
In addition to the KCSWDM, our initial review suggests that FWRC Section 19.30.120,
"Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items
are applicable:
1.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of
5,000 square feet or more;
1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an
impervious surface, when such redevelopment is not part of a routine maintenance activity;
I .d. Redevelopment which involves the collection and/or concentration of surface and/or stormwater
runoff from a drainage area of 5,000 square feet or more;
l .h. Redevelopment of property which drains or discharges to a receiving water that has a
documented water quality problem, as determined by the Public Works Director based on a map,
plan, water quality monitoring data or a written policy in existence or implemented by the Director
prior to submission of a redevelopment application determined to trigger application of this
16-101139 Dmc I D 72986
Mr. Sherwin
Page 7
April 29, 2016
subsection, where the Director determines that the redevelopment requires additional specific
controls to address the documented water quality problem.
Therefore, water quality treatment will be required for the entire site, including new and existing
pollution generating impervious surfaces. Treatment options must be selected from the Enhanced
Basic Water Quality Menu provided in the KCSWDM.
4. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer
must be provided to verify infiltration suitability.
Detention and water quality facilities for private commercial developments outside the City Center
Core must be above ground (i.e. open pond). Underground facilities are allowed only with approval
from the City of Federal Way Public Works Department.
Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
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
htti2:Hwww,ecy.wa.gov/programs/wq/stot-mwater/construction/index.html or by calling 360-407-
6048.
Right -of -Way Improvements
See the Traffic Division comments from Sarady Long, Sr. Transportation Planning Engineer, for traffic
related items.
Building Permit Issues
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 $1,125.00 for the first 12 hours
of review, and $93.75 per hour for additional review time. A final TIR shall be prepared for the
project and submitted with the engineering plans. Both the TIR and the plans will require the
signature/seal of a professional engineer registered/licensed in the state of Washington.
2. The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard notes, and engineering checklists) is available on the City's website at:
�vww.eityoffederalway.eoiii/node/1467 to assist the applicant's engineer in preparing the plans and
TIR.
3. Bonding is required for all temporary erosion and sediment control measures associated with the
project. The bond amount shall be 120 percent of the estimated costs of the improvements. An
administrative fee deposit will need to accompany the bond to cover any possible legal fees in the
event the bond must be called. Upon completion of the installation of the improvements, and final
approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original
amount and held for a two-year maintenance period.
I G-101 i39 Doc I. D. 72986
Mr. Sherwin
Pa-e 8
April 29, 2016
4. Maintenance for private roads and drainage facilities, including short plats, will be the responsibility
of the individual property owners.
5. When topographic survey information is shown on the plans, the vertical datum block shall include
the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations
are called out.
6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall
be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
Provide cut and fill quantities on the clearing and grading plan.
8. Temporary Erosion and Sediment -control (TESL) measures, per Appendix D of the 2016
KCSWDM, must be shown on the engineering plans.
9. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS TRAFFIC DIVISION
Sarady Long, 253-835-2743, sarady.long@cityoiiederalway.cori
Transportation Concurrency Analysis (FWRC 19.90)
1. A concurrency permit is required for this development project. The concurrency analysis will
determine if adequate roadway capacity exists during the weekday PM peak period to accommodate
the proposed development project. Please note that supplemental transportation analysis and
concurrency mitigation may be required if the proposed project creates an impact not anticipated in
the six -year Transportation Improvement Plan (TIP).
2. Based on the submitted materials for 3,750 square feet (1 stall) car wash, the Institute of
Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 948 (Automatic Car
Wash), the proposed project is estimated to generate approximately 53 new weekday PM peak hour
trips. Please note, due to limited studies, the applicant may submit a trip generation for the proposed
development.
The estimated fee for the concurrency permit application is $4,315.50 (51— 500 Trips). This fee is
an estimate and based on the materials submitted during the pre -application 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 (TIT) (FWRC 19.91)
Based on the submitted materials for 3,750 square feet (1 stall) car wash, the estimated traffic impact fee
is $106,010. 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.
16-1015.9 Doc I D 71986
Mr. Sherwin
Page 9
April 29, 2016
Street Frontage Improvements (FWRC 19.135)
Per FWRC 19.135.040, the applicant/owner will be expected to construct -street improvements consistent
with the planned roadway cross -sections as shown in Appendix III -A in Chapter III of the Federal Way
Comprehensive Plan (FWCP) and the Capital Improvement Program (CIP), shown as Table III-10. Based
on the materials submitted, staff conducted a limited analysis to determine the required street
improvements. The applicant will be expected to construct improvements on the following streets to the
city's planned roadway cross -sections unless otherwise noted:
It SR-161 (Enchanted Pkwy S) is a Principal Arterial planned as a Type "A" street, consisting of a
90-foot street with curb and gutter, 6' planter strips with street trees, 8' sidewalks, and street
lights in a 124' right-of-way (ROW). The street frontage along SR 161 has been improved to
current standard. Therefore, the applicant is not expected to construct improvements or dedicate
any ROW (assuming a symmetrical cross section) along SR 161.
S 352"d Street is a Principal Collector planned as a Type "K" street, consisting of a 44-foot street
with curb and gutter, 6' planter strips with street trees, 8' sidewalks in a 78-foot right-of-way
(ROW). The City has a project to extend S 352"d Street frorn SR 99 to SR 161. This project is
currently under construction and will likely be completed by August 2016. Therefore, the
applicant is not required to construct street frontage improvement or dedicate ROW along the
property frontage.
Access Management (FWRC 19.135)
Access management standards are based on roadway safety and capacity requirements. FWRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3-1A in the Public Works Development Standards.
2. WAC 468-52-040 Ili -nits access on state highways to access spacing of 250 feet with only one access
per parcel. The current proposal does not meet access management standards and should be
modified. Alternatively, the applicant may make a written request to the Public Works Director to
reduce the required driveway (FWRC 19.135.290). The modification request has a nominal review
fee currently at $160.00.
Internal traffic circulation should be revised to provide efficient traffic circulation. Staff
recommends modifying the internal curb island to allow customers entering from S 352" d Street to
have access to the covered vacuum without going through the car wash.
4. 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.
COMMUNITY DEVELOPMENT BUILDING DIVISION
Peter Lawrence, 253-835-2621, peter.iawrence(a-),citYoffederalivay.coin
International Building Code (IBC), 2012
Washington State Amendments WAC 51-50
16-101539 Doc I D 72996
Mr. Sherwin
Page 10
April 29, 2016
International Mechanical Code (IMC), 2012
Washington State Amendments WAC 51-52
Uniform Plumbing Code (UPC), 2012
Washington State Amendments WAC 51-56 & WAC 51-57
International Fire Code (IFC), 2012
Washington State Amendments WAC 51 -54
National Electric Code (NEC), 2014
Accessibility Code, ICC/ANSI A117.1 - 2009
Washington State Amendments WAC 51-51
Washington State Energy Code, 2012 WAC 5 1 -11
Building Criteria
Occupancy Classification: B
Type of Construction: UNK
Floor Area: UNK
Number of Stories: 1
Fire Protection: UNK
Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1
A complete building permit application and commercial checklist. (Additional copies of application and_
checklists may be obtained on our web site at www.cimofFederalway.com.)
Submit _5 sets of drawings and specifications. Specifications shall include: _2_ Soils report, _2_
Structural calculations, and _2 Energy calculations, 2 Ventilation calculations. Note: A Washington
State Registered architects' stamp is required for additions/alterations (new or existing) of 4,000 gross
floor areas 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.
16-101539 Doc. 1 D. 72986
Mr. Sherwin
Page 11
April 29, 2016
Review Timing
The first comment letter can be expected within 4 weeks of submittal date. Re -check of plans will occur
in one to three weeks after re -submittal.
Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally
submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response,
what changes have been made from the original drawings. Plans for all involved departments will be
forwarded from the Community Development Department.
Other Permits & Inspections
Separate pen -nits may be required for electrical, mechanical, plumbing, fire suppression systems, and
signs. Applicants may apply for separate permits at any time prior to commencement of construction.
When required, special inspections shall be performed by WABO approved agencies or by agencies
approved by the building official prior to permit issuance. Construction must be approved by all
reviewing departments prior to final building division inspection.
All concerned 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.
Construction projects may be required to have a pre -construction conference. If a pre -con meeting is
required, the general or representative, all subs, the architect or representative, the engineer or
representative, electrical contractor, and any other interested party, should attend this meeting. Meetings
will occur at the Building Department and will be scheduled by the inspector of record for the project.
Site -Specific Requirements:
■ ADA parking per 2012 IBC table 1106.1
■ Accessible entrances per 2012 IBC 1 105
• Site accessibility per 2012 IBC 1103.2
■ Employee and public toilet facilities per 2012 IBC 2902.3
The information provided is based on limited plans and information. The comments provided are
not intended to be a complete plan review and further comments are possible at time of building
permit plan review.
LAKEHAVEN UTILITY DISTRICT
Brian Asbury, 253-946-5407, 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 1-2 work days to issue for typical.
16-101539 Doc 1-D 72986
Mr. Sherwin
Pagc 12
April 29, 2016
The east portion of the existing tax parcel has a new two-inch (2") water service line stub (installed
4/21/16) located west of the proposed driveway access to S 352nd St, and slightly onto the subject
property.
A water service connection application (form attached) 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., meter installation(s), 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 & meters.
Activation of any new water services/meters for the subject property will be conditioned upon owner
providing Lakehaven an easement (on Lakehaven form) for the portion of the water service
connection(s) on the subject property.
Installation & satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to
each domestic/commercial service meter is required pursuant to WAC 246-290-490 & Lakehaven
standards regarding premise isolation. As a high health cross -connection hazard (car wash), a
reduced pressure backflow assembly (RPBA) is required. For the irrigation service/meter, as a low
cross -connection hazard, either a double check valve assembly (DCVA) or a reduced pressure
backflow assembly (RPBA) is required. Contact Lakehavcn's Cross -Connection. Control Program
Manager (Chris Zoepfl, CZoepfl@Lakehaven.org, 253-946-5427) for additional information on
premise isolation & BPA testing coordination.
Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2016 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.
o Water Service/Meter Installation-Domestic/Commercial, 1'/2" (prelim. est.): $2,600.00 deposit.
Actual size, and related installation deposit, TBD by Lakehaven based on applicant's estimated
maximum GPM usage rate.
o Water Service/Meter Installation -Irrigation, 1" (prelim. est.): $2,115.00 deposit. Actual size,
and related installation deposit, TBD by Lakehaven based on applicant's estimated maximum
GPM usage rate.
o Capital Facilities Charge(s)-Doiestic/Commercial Water ($3,629.00/ERU), W/O RECLAIM
SYSTEM, without using any existing credits from parent parcel: $417,697.90.
o Capital Facilities Charge(s)-Doiestic/Commercial Water ($3,629.00/ERU), WITH RECLAIM
SYSTEM, without using any existing credits from parent parcel: $140,188.27.
o Capital Facilities Charge(s)-Irrigation Water ($3,629.00/ERU), est. 90,000-100,000 gals/yr,
without using any existing credits from parent parcel: $3,629.00.
o Water system capacity credits are available for the parent parcel from system capacity charges
previously paid directly to Lakehaven for 4.32 Equivalent Residential Units (ERU). These
credits were/are allocated at 4 ERU/acre, for 1.08 acres paid for. Please contact Lakehaven for
further detail.
16-101�319 Doc I,D, 72986
Mr. Sherwin
Page 13
April 29, 2016
Sewer
• A Certificate of Sewer Availability (application form enclosed) issued separately by Lakehaven may
be required to be submitted with any land use and/or building permit 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.
• As the new buildings are currently proposed it appears a Developer Extension Agreement will be
required to relocate the existing sanitary sewer facilities across the northerly portion of the site as
necessary to avoid encroachment onto these existing sewer facilities & associated easement. Please
contact Lakehaven for further detail.
If building location(s) are revised (or confirmed) to avoid encroachment with existing Lakehaven
sewer system facilities & easement, or after completion of system relocation work if necessary, a
separate Lakehaven sewer service connection permit (application form attached) 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 oil/water separator is required
for all new car wash facilities, size to be determined by applicant's engineer.
• Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection
fees/charges/deposits (2016 schedule) will be as follows. Actual connection charges will be
determined upon submittal of service connection application(s) to Lakehaven. Connection charges
are 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.
b Sewer Service Connection Permit Fee: $300.00.
o Capital Facilities Charge(s)-Sewer ($3,206.00/ERU), W/O RECLAIM SYSTEM, without using
any existing credits from parent parcel: $427,712.46.
o Capital Facilities Charge(s)-Sewer ($3,206.00/ERU), WITH RECLAIM SYSTEM, without
using any existing credits from parent parcel: $143,532.62.
o Sewer system capacity credits for the new parcel (0.97+/- ac.) once it's separated from the
parent parcel will be available for 3.88 ERU. These credits were/are allocated at 4 ERU/acre
across the entire parent parcel, and as such would be segregated by area if/when applicable.
Please contact Lakehaven for further detail.
General
• Utility conflicts should be identified and coordination (if necessary) should occur as early as possible
in the planning process. Project will need to avoid encroachment with existing Lakehaven sewer
system facilities and easement.
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.
1 G-1015 39 Doe I D. 72986
Mr. Sherwin
Page 14
April 29, 2016
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 cotnment, please contact the appropriate department
representative noted above. Any general questions can be directed towards the key project contact, Becky
Chapin, 253-835-2641 or at becky.chapin@cityoffederalway.com. We look forward to working with you.
Sincerely,
Becky Cha n
Associate Planner
enc: Master Land Use Application
Process II Submittal Requirements
Binding Site Plan
Hazardous Material Inventory Statement
Parking Lot Design Criteria
Solid Waste & Recycling Design Considerations
ROW Modification Request
Lakehaven Utility District Handouts
c Eric Corliss, ericc0canvoncompany.com
Kevin Peterson, Engineering Plans Reviewer-
Sarady Long, Senior Transportation Planning Engineer
Peter Lawrence, Plans Examiner
Brian Asbury; Lakehaven Utility District
Vince Faranda, South King Fire and Rescue
16-1015 39 Doc I D 72986
: NOTE: Lakehaven utility aistri PLANT 2 LLC CAR WASH
1 neither warrants nor guarantees the
accuracy of any facility information 16-101539-00-PC
provided. Facility locations and 100 ZOIT
conditions are subject to field
'+17LItY verification. Feet 4/14/2016 BIA
��
CITY OF
Federal Way
April 21, 2016
9:00 a.m.
Pre -application Conference Sign in Sheet
COMMUNITY DEVELOPMENT REVIEW COMMITTEE
Name: Plant 2 LLC Car Wash
Address: 35053 161h Avenue South
File Number: 16-101539-PC
City Hall
,os Room
NAME
DEPARTMENT / DIVISION
TELEPHONE NUMBER
1.
c0/p�n��
2.
,Y\
-?�
C•!� PLIS �(L
Z S 3 - 8S! - 2736
3.
25J-t�3�- Zip
4.
5.
u Y1
L EI�I
S3- 8'3S-�6Z I
2,53- ITy - 7
Zsl- 2- -Sb
6.
To N v 4a
i
K
L [�
9.
10.
11.
12.
`CITY OF
Federal Way
April 5, 2016
Apex Engineering PLLC
Attn: Geoff Sherwin
2601 Sourth 35"' Street, Suite 200
Tacoma, WA 98409
Sher vvinPRgL)exerr iLneerh net
RE: File #16-101539-00-PC; PRF.APPLICATION CONFERENCE SCHEDULED
Plant 2 LLC Car Was, 35053 16`h Avenue South, Federal Way
Dear Mr. Sherwin:
FILE
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
Jim Ferrell, Mayor
The Community Development Department is in receipt of your preapplication conference request. The
application has been routed to members of the Development Review Committee and a meeting with the
project applicant has been scheduled as follows:
9:00 a.m. — Thursday, April 21, 2016
Hylebos Conference Room
Federal Way City Hall, 2" d 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
regarding the meeting, please contact me at Becky.chapin@cityoffederalway.com, or 253-835-2641.
Sincerely,
Beck C11a
Y
Associate Planner
Doc I D 72977
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: April 5, 2016
TO: E.J. Walsh, Development Services Manager
Peter Lawrence, Plans Examiner
Brian Asbury, Lakehaven Utility District
South King Fire & Rescue
Rick Perez, City Traffic Engineer
FROM: Becky Chapin, Associate Planner
FOR DRC MTG. ON: April 14, 2016 - Internal
April 21, 2016, 9:00am - with applicant
FILE NUMBER(s): 16-101539-00-PC
RELATED FILE NOS.: None
PROJECT NAME: PLANT 2 LLC CAR WASH
PROJECT ADDRESS: 35053 16TH AVE S
ZONING DISTRICT: CE
PROJECT DESCRIPTION: Proposal to construct a new carwash facility on
southeast portion of parcel 202104-9116.
LAND USE PERMITS: Preapplication Meeting
PROJECT CONTACT: Geoff Sherwin
Apex Engineering PLLC
2601 35th St.Suite 200
Tacoma, WA 98409
MATERIALS SUBMITTED:
Master Land Use Application
Proposed Site Plan
41k
CITY OF
Federal Way
APPLICATION NO(s)
MAR 2.9 20%
C Ty or- FWERAL WAY
CAS
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
WWW.Cil Offederalwa .com
Ili- �10153i-00-�C,
Project Name Plant 2 LLC Car Wash
Date
Property Address/Location 1393 S 351ST ST., OR/AND 35053 16TH AVE S.,
Parcel Number(s) 2021049116
Project Description To develop the SE portion of the parcel with a Carwash facility.
P1l.1I.ACF. PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process 11 (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
CE Zoning Designation
CE Comprehensive Plan Designation
$148,200 Value of Existing Improvements
TBD Value of Proposed Improvements
International Building Code (IBC):
TBD Occupancy Type
TBD Construction Type
FEDERAL WAY, 98003
Applicant
Name: See Owner Below
Address:
City/State:
Zip:
Phone: Digitally signed by ecorliss
{ DN: c=US, st=Maryland,l=Bethesda,
Fax: : o=CoStar Group Inc, ou=CoStar Group
Email: Inc, cn=ecorliss,
email=customersupport@costar.com
Signature: Date: 2016.03.2314:52:26-07'00'
Agent (if different than Applicant)
Name: Apex Engineering PLLC attn: Geoff Sherwin
Address: 2601 South 35th St. Suite 200
City/State: Tacoma/WA
Zip: 98409
Phone:253-473-4494
Fax:253-473-0599
Email: =She*pexengirleering.net
Signat
Owner f
Name: Plant 2 LLC
Address: 3106-A SUMNER TAPPS HWY E
City/State: Lake Tapps/WA
Zip: 98391
Phone:253-826-5003
Fax:
Email: Eric@canyoncompany.com
Signature:
Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\A4aster Land Use Application
F EXHIBIT `°A-1"
1 ,l
NYC N 01' .i0' 59' R Ea1 MO ROW ¢
S 01' ,i6' M. W
x. �6Tr! AIDE 5 {SR ]61) 3
EM &
SC 1/f SM.,,2Q- T21k R4f. NE 114, SEC. 29,
721N, R4f
TAX LOT NUMBER
192104-9096
FNGH'J' OF WAX
AREA a 24003 Ei. t 3
TAX LO,r
s. •' v� 37.00•
ar �
s +TA,C LOr. Y 11f#34
{' PROPERTYUJNE
f TAX LOT NUMBER
r f 202104-80.59
f1
FA &. K. lPmjrcrs5 id?iRAL 0AY'W16 — S 352k0 51.7;EXTXSURWY\R0Wjfh70lS\06 2021049116.DNG
Kpc £XHI ]T,_ PARCEL 10/
`R'"""� PARCEL :2427Q4,�9] 16 6
PIG#�,T CF-mmim'WA:Y OFOICAT]CN mA1E' 4A8/f0
i.; PARCEL: 202104-9116
a_.
f•. �'�i
• ,ir.rn V .�� .�� F
r
rt r'
AGREEMENT FOR DEDICATION OF PROPERTY
FOR THE S 352nd STREET EXTENSION PROJECT
This Agreement for Dedication of Property for the S 352nd Street Extension Project
("Agreement") is dated effective this L3'` day of 9.44- 2015. The parties ("Parties") to this
Agreement are the City of Federal Way, a Washington municipal corporation ("City"), and
Plant 2, LLC, a Washington limited liability company ("Property Owner").
I. RECITALS
WHEREAS, Property Owner is the vested owner of property, located in Federal Way,
Washington, more particularly described in and depicted on Exhibit A to this Agreement
("Property"); and
WHEREAS, the City anticipates the construction of the S 352nd Street Extension
Project ("Project") from SR 161 (Enchanted Parkway South) to SR 99 (Pacific Highway
South), which will include acquiring a portion of the Property; and
WHEREAS, Property Owner has agreed to dedicate to the City a portion of the
Property for the Project (the "Dedication Area") pursuant to the conditions contained in this
Agreement.
NOW, THEREFORE, the Parties agree as follows:
II. AGREEMENT
1. Terms. Property Owner agrees to dedicate to the City a portion of its Property
and grant associated easements related to the Project, as described in and depicted on Exhibit
A ("Dedication"). At the City's request, Property Owner will execute and acknowledge a
Statutory Warranty Deed and Right of Entry to the City for the Dedication on forms
acceptable to the City. The Statutory Warranty Deed would be subject to those items that are
outside of the control of the Property Owner. In exchange for the Dedication Area, the City
agrees to construct the frontage improvements on the Property as required by the Project and
provide a traffic impact fee credit pursuant to Section 5 of this Agreement.
2. - Project_Delay. Should the City be unable to obtain complete funding for the
Project by December 31, 2018, the City agrees to pay Property Owner the fair market value of
the Dedication or return the Dedication to the Property Owner. If the Property Owner chooses
to accept fair market value for the Property, the fair market value will be established by
agreement between the City and the Property Owner, based on accepted valuation practices.
In either event, the City's responsibility to construct the frontage improvements on the
Property shall terminate and the traffic impact fee credit shall also terminate and be null and
void.
3. Site Access. The City agrees to construct one additional driveway approach
along the frontage of the Property connecting to S 352nd Street at approximate Station 92+75
AGREEMENT FOR DEDICATION Page I I
r
to provide access to the Property. The City will work with the Property Owner to arrange
agreeable widths and locations for both the existing driveway and additional driveway
contemplated under this section.
4. Utility Relocation. The City agrees to pay all costs for the relocation of
utilities, if required, within the Dedication Area. The City will not pay for the cost of any new
easements requested from utilities within the remaining Property. The City will work with the
Property Owner and utility providers to arrange agreeable utility relocations.
5. Traffic Impact Fee Offset. The value of the Dedication Area, up to
$200,000,00, shall be credited against future traffic impact fees resulting from the
development of the Property. Should the Property Owner fail to propose an appropriate
development consistent with the Federal Way Revised Code and apply for necessary
development permits within six years of the date of this agreement's execution, the
$200,000.00 traffic impact fee credit will expire, terminate, and shall be rendered null and
void. Should the property owner utilize less than $200,000.00 in traffic impact fee credit, any
remaining credit amount shall expire six years from the date of this agreement's execution.
6. Transaction Costs. The City agrees to pay transaction costs associated with this
Agreement including transfer of title, recording fees, and title clearance.
7. Covenants Running with the Land. The conditions and covenants set forth in
this Agreement and incorporated herein by Exhibit A shall run with the land and the benefits
and burdens shall bind and inure to the benefit of the Parties.
8. Counterparts. This Agreement may be executed in two or more counterparts,
all of which shall be deemed to be an original, and all of which shall constitute one and the
same instrument.
9. Governing Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Washington.
10. Severability. If any provision of this Agreement is held to be void, invalid,
illegal or unenforceable under any law or regulation, such void, invalid, illegal or
unenforceable provision shall be deemed stricken, and all remaining provisions shall continue
to be valid and binding upon the City and Property Owner.
11. Entire Agreement. This Agreement represents the entire understanding and
agreement between the Parties. This Agreement cannot be amended or modified except by
another written document duly signed and executed by the City and Property Owner.
DATED the day and year set forth above.
AGREEMENT FOR DEDICATION
Signature Pages Follow
Page 12
PROPERTY OWNER:
PLANT 2, LLC,
a Washington limited liability company
ay: -
C3c
Its: �2e--s
STATE OF WASHINGTON )
) ss.
COUNTY OF �C )
I certify that I know or have satisfactory evidence that SCOAtCoy-hGS is
the person who appeared before me, and said person acknowledged that he/she signed this
instrument on oath stated he/she was authorized to execute the instrument and acknowledged
it as the of Plant 2, LLC, a Washington limited liability company to be
the free and voluntary act of such limited liability company for the uses and purposes
mentioned in this instrument.
GIVEN my hand and official seal this 2 3' day of .2015.
�01tiIIi0ry1 Printed Name:
Notary Public in and for the State of Washington
�Up 'isloni p r9 Residing at: nky W
AAY 44
y My appointment expires: 5 IS
NOT
PUBLIC
,�• OF WAS`N���'�
AGREEMENT FOR DEDICATION Page 13
CITY:
CIT'n ton I' FEDERAL WAY,
a Was municipal corporation
By:
- - ---
Mar
an Salloum
Its: Publk
Works Director
STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I now or have satisfactory evidence that Marwan Salloum is the person
who appeared before me, and said person acknowledged that he signed this instrument on oath
stated he was authorized to execute the instrument and acknowledged it as the Public Works
Director of the City of Federal Way, a Washington municipal corporation to be the free and
voluntary act of such municipal corporation for the uses and purposes mentioned in this
instrument.
GIVEN my hand and official seal this �7U day of Z I
2015.
N tar P blic 'n and for the State of Washington
Re ng a . N
My appointment expires: r 7. r�
Page 14
Exhibit A
EXHIBIT
PARCEL NO. 202104-9116
RIGHT OF WAY DEDICATION
THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL 'A ; LYING WITHIN THE SOUTH 37.00
FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21
NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON.
CONTAINING 25, 003 SQUARE FEET, MORE OR LESS.
PARCEL "A". -
(PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO, 696419, DATED MAY 8, 2009)
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., INKING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SUBDIVISION, SOUTH 891,36' WEST 921.92
FEET FROM THE SOUTHEAST CORNER THEREOF;
THENCE NORTH 0003' 41 " WEST 307,72 FEET
THENCE NORTH 63°42' 20" EAST 5.11 FEET TO AN INTERSECTION WITH THE NORTH LINE OF THE
SOUTH 310 FEET OF SAID SECTION;
THENCE, ALONG SAID LINE, NORTH 89°36' FAST TO AN INTERSECTION WITH A LINE WHICH IS
PARALLEL TO AND SOUTH 89 36' WEST 393.32 FEET FROM THE EAST LINE OF SAID SECTION 20,
WHICH POINT OFINTERSECTION IS FOR THE PURPOSE OF THIS DESCRIPTION CALLED POINT X';
THENCE SOUTHERLY, ALONG SAID PARALLEL LINE TO AN INTERSECTION WITH THE NORTH LINE
OF THE SOUTH 175 FEET OF THE SOUTHEAST QUARTER OF SAID SECTION;
THENCE ALONG SAID LINE, NORTH 89°36' EAST 363.3 FEET, MORE OR LESS, TO THE WESTERLY
MARGIN OF 16TH AVENUE SOUTH,
THENCE SOUTHERLY, ALONG SAID WESTERLY MARGIN 175 FEET TO THE SOUTH LINE OF SAID
SECTION 20;
THENCE, ALONG SAID SOUTH LINE, SOUTH 89°36' WEST TO THE POINT OF BEGINNING;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER
KING COUNTY RECORDING NUMBER 9208210664;
AND ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED
RECORDED UNDER RECORDING NUMBER 9705151858;
AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY BY DEED
RECORDED UNDER RECORDING NUMBER 20060403002526.
5UR EYOR 5 NOTE:10
THIS DESCRIPTION IS BASED ON RIGHT OF WAY PLANS
FOR SOUTH 352ND STREET EXTENSION (SR 161 to SR 99),
ON FILE WITH THE CITY OF FEDERAL WAYPUBLIC WORKS.
No. 6 - 2021049116 ROW.DOC Page i o/ 1
ICX=14(3
TACOMn• SEATME
Page 15
1
N 01' 3O' 59' E EXISTING ROW S OT' V 08' W
16TH AVE S (SR 161)
EXrSRNC ROW
aM�p V'
06
z ff—
SE 1/4, SEC. 20, T21N, R4£ NE I A4£EC, 29,
r Z I
1 r TAX LOT NUMBER
292104_9096
RIGHT OF WAY
AREA = 25,003 S F -k x
r
s � �
TAX LOT NUMBER
202iO4-9116
r 37.00'-
z
r TAX LOT NUMBER
r 292104-9002
PROPERTY LINE
3700 r
TAX LOT NUMBER
202104--9059
RLE. K. \PROJECTS\FEDERAL WAY\09016 - S 352ND ST. £XT\SURVEYkR0W\EXNIBlTS\06 2021049116.DWG
lmlpc�7 EXHIBI T PARCEL 10,E
PARCEL 202104— 9116 6
S�t�YffiSSI09 iMra,WhS3W!
RIGHT OF WAY OF-DICATION - --
DATE., 4/2s/ro
Page 16
944-do
TES
BENT CONCRETE CURB, GUTTER, AND SIDEWALK PER
NS, SHEET 4.
4ALL ADJUST ALL JUNCTION BOXES WITHIN SIDEWALK
-IALL BE RESPONSIBLE FOR CLEARLY MARKING ALL
ENANCES PRIOR TO PAVING OVER THEM.
2921049096
PLAN
0 10 20 40 60
SCALE IN FEET
CONSTRUCTION NOTES
(1 MATCH EXISTING.
ADJUST WATER VALVE TO GRADE
�5 CONSTRUCT MODULAR BLOCK WALL WITH TYPE 1 BLACK VINYL COATED CHAIN
LINK FENCE. SEE WALL PLAN k ELEVATIONS AND WALL DETAILS, SHEETS 41-44.
a ADJUST SEWER MANHOLE TO GRADE
Q INSTALL 30' DOUBLE SWING GATE SEE DETAIL, SHEET 5.
10 ADJUST POWER VAULT TO GRADE, BY OTHERS.
11 CONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER
CFW STANDARD DETAIL 3-6A.
14 CONSTRUCT SIDEWALK RAMP PER CFW STANDARD DETAIL 3-8B.
16 INSTALL TYPE 1 BLACK VINYL COATED CHAIN LINK FENCE SEE DETAIL, SHEET 5.
18 INSTALL EXTRUDED CURB.
1g RECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAIL k PROFILES, SHEETS
37-30.
21 RESTORE GRAVEL AREA.
22 CONSTRUCT CEMENT CONCRETE PAVEMENT AREA.
23 CONSTRUCT 2-1 EMBANKMENT IN THIS AREA.
28 CONSTRUCT POND AND WALLS PER DETAILS, SEE SHEET 30.
wed By 0WIMPLN014-9 ell:1.0-
FILENAME S~ fp Kph
Ia'F 4rzat, FINAL C17r of
VAGER DATE DESIGNED BY DATE T53991AreN 2502JefiersonAre
�F ,j Seltk ANIC9 TamIIB,WA98 Federal Way
R DATE DARW7tflY [kAE �.v W SUBMITTAL
NJD 42011 iy � y.A�r pffm 10 (253IGL7-0729
-1 DATE CHECKED BY DATE �iy� ww•m•corn
- ----------�
R3 INTERSECTION CURVE DATA
HORIZONTAL
VERTICAL
PC= 93+44.62
FLOWLINE
2200' RT
ELEVATIONS:
A = 90'46'48'
BEGIN 250.72'
R = 30.00'
/4A 251.18'
L = 47.53'
�iA 251.85'
T = 30.41'
�4A 252-52'
PT= 93+74.62
END 253.D9'
5241' RT
SOUTH 352ND STREET EXTENSION
SR161 TO SR99
GENERAL NOTES
1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER
TYPICAL SECTIONS, SHEET 4.
2. CONTRACTOR SHALL ADJUST ALL JUNCTION BOXES WITHIN SIDEWALK
TO GRADE
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL
UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM.
E5
:a
f 0_
1J
END PROJECT
STA 99+62.36 p
AC
G
`- ENCHANTI
S 352ND
R4
X a
c I
w
{j'�f I-
' 0' a T
AC = T
LU
PLAN
0 10 20 40
SCALE IN FEET
CONSTRUCTION NOTI
1�
MATCH EXISTING.
CONSTRUCT SIDEWALK RAM
- STA 99+43.76. Q
- STA 99+53.16, 6C
- STA 100+41.85, 5
- STA 100+49.95, 2
10
ADJUST POWER VAULT TO t
14
CONSTRUCT SIDEWALK RAMI
- STA 100-'-49.38, 4
16
INSTALL TYPE 1 BLACK VIN'
21
RESTORE GRAVEL AREA.
28
CONSTRUCT POND AND WAL
Approved By LN01-dxg FILENAME
�pK J'°rF
FILENAME �' M
KPF 4011 FINS
-NNG MAri4G-R QATI: DESIGNED BY DATIE 7519M AvBN IN2J8fmke
IwF 42011 3 e S8 0,WA98109 T2pmB WA1141
Y MANAGER QAr. DRAWN BY DATE CAI SUBMI
NJD 4rz011 �AwL+4 (206)29&I610 (251)62NJI20
T ENG94EER DAr2 CHECKEDBY DATE '•H19•
Queues
5050: Enchanted Pkwy S & S 352 St
6/14/2016
-1, --►
�t
f,
�--
*---
-N
t
Lane Group EBL EBT
EBR
WBL
WBT
WRR
NBL
NBT
SBL
SBT
SBR
Lane Group Flow (vph) 90 166
352
201
149
222
118
990
150
1316
112
v/c Ratio 0.38 0.58
0.96
0.92
0.78
0.61
0.50
0.50
0.38
0.59
0.11
Control Delay 63.0 74.1
77.8
103.8
95.3
14.9
17.6
13.8
5.1
3.8
0.1
Queue Delay 0.0 0.0
0.0
0.0
OR
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay 63.0 74.1
77.8
103.8
95.3
14.9
17.6
13.8
5.1
3.8
0.1
Queue Length 50th (ft) 76 159
220
180
155
0
26
170
11
71
0
Queue Length 95th (ft) 77 147
140
246
227
80
48
150
m14
m77
ml
intemall Link Dist (ft) 1538
420
954
1187
Turn Bay Length (ft) 200
150
200
200
150
500
Base Capacity(vph) 239 352
414
262
459
557
278
1989
435
2212
1000
Starvation Cap Reductn 0 0
0
0
0
0
0
0
0
0
0
Spilbad cap Reductrn 0 0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn 0 0
0
0
0
0
0
0
0
0
0
Reduced We Ratio 0.38 0.47
0.85
0.77
0.32
0.40
0.42
0.50
0.34
0.59
0.11
Intersection Summary
Description:
m Volume for 95th percentile queue is metered by upstream signal.
2016 PM Peak Hour 5:00 pm 9/11/2014 With S 352nd St Extension Synchro 7 - Report
%user name% Page 1
4. pe t4 Ic
Queues
5050: Enchanted Pkwy S & S 352 St 6/14/2016
---* --I' --v t►
Lane Group
EBL
EBT
EBR
WBL
WHT
WBR
NBL
NBT
SBL
SST
SSR
Lane Group Flow (vph)
393
283
262
217
150
279
160
1120
261
931
237
vlc Ratio
1.14
0.87
0.56
0.94
0.77
0.74
0.44
0.70
0.75
0.52
0.27
Control Delay
141.5
77.7
12.8
105.9
89.7
25.2
25.5
35.3
55.4
27.4
4.9
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
141.5
77.7
12.8
105.9
89.7
25.2
25.5
35.3
55.4
27.4
4.9
Queue Length 50th (ft)
-46§
277
44
-186
146
42
57
434
119
308
10
Queue Length 95th (ft)
263
210
26
#242
215
140
114
612
#270
444
66
Internal Link Dist (ft)
1538
420
954
1187
Turn Bay Length (ft)
500
450
200
200
150
500
- Base Capadty(vph)
346
460
563
269
410
531
381
1608
361
1781
883
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillbask Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced vlc Ratio
1.14
0.62
0.47
0.81
0.37
0.53
0.42
0.70
0.72
0.52
0.27
Intersection Summary
Description:
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer
Queue shown is maximum after two cycles.
2016 Sat Peak Hour 5:00 pm 9/11/2014 With S 352nd St Extension Synchro 7 - Report
%user name% Page 1