17-102245 (2)CITY OF
Federal
June 8, 2017
Mike Rudnev
230 South 161" Court, Unit B
Burien, WA 98148
rn7ikesrealestate@gi?7ail.com
Re: File #17-102245-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Rudnev Short Plat, 36526 3rd Avenue SW, Federal Way
Dear Mr. Rudnev:
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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 June 1, 2017. We hope that the information discussed at that meeting was
helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions and Public Works Department, and representatives from Lakehaven Water and Sewer 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 Becky Chapin, 253-835-2641, becky.chapin@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
A proposed short subdivision of an existing 1.90-acre single-family residential lot into four lots. The
property is zoned Single -Family Residential (RS) 15.0.
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. Rudnev
June 8, 2017
Page 2
■ Planning Division
o All residential subdivisions are required to provide open space in the amount of 15 percent of the
gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space
requirement may be satisfied by a fee -in -lieu payment.
o The site is located within a designated geologically hazardous area (Erosion Hazard Area) and a
geotechnical report prepared by a geotechnical engineer or engineering geologist must be
prepared and submitted with the short plat application.
o The design and construction of the septic system must be approved by the Public Health -Seattle
& King County. Provide a copy of their Subdivision Pre -Application Report. If on -site septic
systems are provided, prior to short plat recording, the applicant must obtain the Public Health -
Seattle & King County signature on the short plat document and provide a copy of their signed
Application for Final Subdivision.
Public Works Department
o Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency
permit with application fee of $1,620.00 is required for the project.
o Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for each residential
dwelling unit, assessed at building permit issuance.
o Frontage Improvements (FWRC 19.135.040) — Construct street frontage improvements and
along the property frontage on SW 366t" Street.
o All newly created lots must have legal access over the parcel on SW 366t" St.
o Submit intersection sight distance analysis per AASHTO standard.
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@eityoffederalway.com
Comprehensive Plan and Zoning Designation — The city's comprehensive plan designation for the
subject property is Single -Family Residential — High Density. The property is currently zoned
Single -Family Residential (RS) 15.0. Please be advised that any area established as an ingress/egress
easement, flagpole, access panhandle, or access tract for each property must be deducted from the
underlying parcel lot size per FWRC 19.05.120, definition of "Lot Area." Please include this "net"
lot area on the lot closure calculations and short plat document.
Short Plat Process — Pursuant to FWRC 18.30.010, short plat applications are administratively
processed through the Department of Community Development. The administrative review process
requires that the Director of Community Development issue a decision on the short subdivision
request and confirm conformance with FWRC 18.30.110(2). Public notice of the complete short plat
proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided.
However, no public hearing will be required unless an appeal is filed. A master land use application
and short plat handout are enclosed; relevant code sections can be accessed from
www.codepublishing.com/WA/FederalWay.
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Mr. Rudnev
June 8. 2017
Page 3
Prior to construction of short plat improvements, engineering approval must be granted by the Public
Works Department. Please see Ann Dower's comments for specific information regarding
engineering requirements.
3. State Environmental Policy Act (SEPA) — Short Subdivision applications and associated permits for
less than 20 residential dwelling units are exempt from state environmental review pursuant to
Washington Administrative Code (WAC) 197-11-800(6)(d). No environmental checklist is required.
4. Public Notice — The city will prepare and post a notice board or boards on the subject property.
Copies of the Notice of Application will also be posted at the city's designated public notice areas
and published in the Federal Way Mirror.
5. Critical Areas —The site is located within a designated Geologically Hazardous Area (Erosion
Hazard Area). Therefore, the short plat application will need to include a geotechnical report
prepared by geotechnical engineer or engineering geologist licensed in the state pursuant to FWRC
19.145.250.
6. Single -Family Residential Regulations — Existing and future residences must conform to the
following bulk and dimensional requirements of FWRC 19.200.010, "Detached Dwelling Units:"
front yard — 20 feet; side yard — 5 feet; and rear yard — 5 feet. Please refer to FWRC 19.05.160,
"Property Line " definition for the flag lot setbacks illustration to see how the building setbacks
should be applied.
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Lot coverage for residential uses is limited to 60 percent and includes all impervious surfaces such as
driveways, walkways, patios, and roof overhangs. Maximum height of structures is 30 feet above
average building elevation.
Driveway and/or parking pad in a required front yard may not exceed 20 feet in width (except as
specified in FWRC 19.130.240(1)(b)) and may not be closer than five feet to any side property line.
7. Open Space —All residential subdivisions are required to provide open space in the amount of 15
percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the
open space requirements may be satisfied by a fee -in -lieu payment at the discretion of the Parks
Director after consideration of the city's overall park plan, quality, location, and service area of the
open space that would otherwise be provided with the project. If the fee -in -lieu option is chosen, a
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Mr. Rudnev
June 8, 2017
Page 4
written request to the Parks Director is required. A copy of this request is a required component of
the short plat application. Open space fees shall be paid prior to recording the short plat. Refer to
FWRC 19.100.070, Timing of fee payments.
Tree Retention/Replacement — The city's tree standards require each development/redevelopment
to maintain a tree unit density. The minimum tree density requirements for RS zones are 25 tree
units per acre. A tree retention plan prepared by a certified arborist or a certified landscape architect
detailing how the subject property will meet tree unit density requirements shall be submitted with
the short subdivision application. Items required to be included in the plan are itemized in FWRC
19.120.040(2)(a) through (e). The table below identifies tree unit values for retained and replacement
trees.
FWRC 19.120.130-2 — Tree Unit Credits
Retained Trees
Tree Unit
Credit
Existing Tree 1" to 6" d.b.h.
1.0
Existing Tree > 6" to 12" d.b.h.
1.5
Existing Tree > 12" to 18" d.b.h.
2.0
Existing 'free > 18" to 24" d.b.h.
2.5
Existing Tree > 24" d.b.h.
3.0
Replacement Trees
Replacement Tree - Small (Mature canopy area < 450
SF)
.50
Replacement Tree - Medium (Mature canopy area 450
to 1,250 SF)
1.0
Replacement Tree - Large (Mature canopy area >
1,250 SF)
1.5
Clearing & Grading — A clearing and grading plan addressing items listed in FWRC
19.120.040(1)(a) through 0) is required with a short subdivision application. Prior to beginning
clearing and grading activities, all trees/vegetation that are to be preserved within and adjacent to the
construction area shall be clearly marked and protected per guidelines prescribed within FWRC
19.120.160.
10. Design Criteria and Improvements —Short plats are subject to the subdivision design and
improvements criteria set forth in FWRC Chapters 18.55 and 18.60, respectively. It is the
responsibility of the applicant to identify how the proposed short subdivision meets applicable
design and improvements criteria and is therefore entitled to the land division.
11. Sewage Disposal — The applicant must provide documentation that each lot in the subdivision will
either connect to the sanitary sewer system or provide an on -site septic system. Wherever feasible,
all lots in the short plat shall be connected to sanitary sewer system; see comments from Lakehaven
Water & Sewer District, below. If connection to the sanitary sewer system is not feasible, on -site
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sewage disposal may be utilized. The city does not have any code provision requiring connection to
the sanitary sewer system. The design and construction of the septic system must be approved by the
Public Health -Seattle & King County. Provide a copy of their Subdivision Pre -Application Report. If
on -site septic systems are provided, prior to short plat recording, the applicant must obtain the Public
Health -Seattle & King County signature on the short plat document and provide a copy of their
signed Application for Final Subdivision.
12. School Access Analysis — Pursuant to FWRC 18.55.070, pedestrian and bicycle access should be
provided for established or planned safe school routes, bikeways, trails, transit stops, and general
circulation. Please provide an analysis of access routes for schools serving this proposed short plat.
Contact Tanya Nascimento at 253-945-2071 for information about the school access analysis
requirements and assignment information.
13. School Impact Fees —School impact fees are due at the time of building permit application for new
dwelling units. This fee amount is subject to change as determined annually by the Federal Way
School District. Please check with the Permit Center, as mentioned below, for up-to-date fees.
14. Administrative Fees —Please contact the Permit Center for current short subdivision review fees at
253-835-2607 or permitcenter@cityoffederalway.com. The applicant will also be responsible for
transportation concurrency, engineering review (EN) fees, and King County recording fees.
15. Approval Duration — Short plat approval expires five years from the date of approval, per FWRC
18.30.260. Engineering plans must be approved, improvements constructed, and the plat must be
recorded within the five-year time period. Pursuant to FWRC 18.05.090, no less than 60 days prior
to the lapse of approval, the applicant may request a two-year time extension for the plat approval.
16. Recording — The city will record the short plat with the King County Division of Records and
Elections subsequent to Public Works Department approval of submitted as -built plans. Prior to
recording the short plat, all surveying and monumentation must be complete. In addition, all other
required improvements must be substantially completed as determined by the departments of
Community Development and Public Works. The open space fee -in -lieu must be paid in full prior to
recording.
PUBLIC WORKS —DEVELOPMENT SERVICES DIVISION
Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com
Land Use Issues — Stormwater
1.. 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 2016
KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use
site plan preliminary short plat 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 1 downstream analysis shall also be provided in the
preliminary TIR. The City has 1" = 100', five-foot contour planimetric maps that may be used for
basin analysis.
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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 an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet
the treatment criteria of the Enhanced Basic Water Quality Menu.
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 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 stonn water permit may be required. Information
regarding this permit can be obtained from the Washington State Department of Ecology at
hqp://www.ecy.wa.!zov/12rog or by calling 360-407-
6048.
7. If work is to be done below the ordinary high water mark, a Hydraulic Project Approval (HPA)
permit may be required. Information regarding this permit can be obtained from the Washington
Department of Fish and Wildlife.
Right -of -Way Improvements
See the Traffic Division comments from Sarady Long, Sr., Transportation Planning Engineer, for
traffic related items.
2. 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.
All stormwater treatment and detention requirements outlined above apply to improvements within
the public right-of-way.
4. FWRC 11.05.110 requires that overhead utility lines along public right-of-way be relocated
underground if over 500 feet, or three spans are affected by a project.
FWRC 19.135.280 requires that driveways serving residential uses may not be located closer than 25
feet to any street intersection. Lots and intersections within new subdivisions or short plats must be
designed to meet this standard.
Building (or EN) Permit Issues
l . 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 $1,620.00 for the first 12 hours
of review, and $135.00 per hour for additional review time. A final TIR shall be prepared for the
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June 8. 2017
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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.
In addition to engineering approval, short plats and subdivisions are required to obtain a separate
permit for grading. Details and fees may be obtained from the Building Department.
The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard notes, and engineering checklists) is available on the City's website at:
www.ctoffederalitay.aotiViiode/1467 to assist the applicant's engineer in preparing the plans and
TIR.
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.
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.
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.
Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall
be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
8. Provide cut and fill quantities on the clearing and grading plan.
9. Temporary Erosion and Sediment -control (TESC) measures, per Appendix D of the 2016
KCSWDM, must be shown on the engineering plans.
10. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS — TRAFFIC DIVISION
Sarady Long, 253-835-2743, sarady.long@cityoffederalway.com
1. Based on the submitted materials for four (4) Single Family Detached Housing, the Institute of
Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 210 (Single Family
Detached Housing), the proposed project is estimated to generate approximately 3 new weekday PM
peak hour trips and 29 daily trips.
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2. A concurrency permit is required for this development project. The PW Traffic Division will perform
concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak
period to accommodate the proposed development. Please note that supplemental transportation
analysis and concurrency mitigation may be required if the proposed project creates an impact not
anticipated in the six -year Transportation Improvement Plan (TIP).
The estimated fee for the concurrency permit application is $1,620.00 (1 - 10 Trips). This fee is an
estimate and based on the materials submitted for the preapplication meeting. The concurrency
application fee must be paid in full at the time the concurrency permit application is submitted with
land use application. The fee may change based on the new weekday PM peak hour trips as identified
in the concurrency trip generation. The applicant has the option of having an independent traffic
engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains
the same.
Transportation Impact Fees (TIF) (FWRC 19.91)
Based on the submitted materials for 3 new single family lots, the estimated traffic impact fee is $11,974.
The total amount of the impact fees will be assessed and collected from the applicant when the building
permit is issued, using the fee schedule then in effect. The applicant may request, at any time prior to
building issuance to defer the payment of the impact fee to final building inspection. If this option is
selected, a covenants prepared by the city to enforce payment of the deferred fees will be recorded at the
applicant's expense on each lot. Please refer to defer payment of impact fee code for process.
Street Frontage Improvements (FWRC 19.135)
1. The applicant/owner would be expected to construct street improvements consistent with the planned
roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive
Plan (FWCP) and Capital Improvement Program (CIP) shown as Table I11-10 (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:
■ The internal street shall be per Dwg. No. 3.2CC or 3-2DD depending on the number of lots.
SW 366`h St. shall be Type "S" streets, consisting of a 36-foot street with curb and gutter,
four -foot planter with street trees, five-foot sidewalks and street lights in a 60-foot right-of-
way (ROW). At a minimum, the improvement shall consist of a 20-foot paved road, four -
foot planter with street trees, five-foot sidewalk and street lights. Assuming a symmetrical
cross section, an additional two -foot ROW dedication is required and half -street
improvements as measured from street centerline is required. Please note, this requirement
is based on the assumption that the frontage along SW 366"' St. has been dedicated as right-
of-way.
2. 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. These modification
requests have a nominal review fee currently at $290 ($270.00 plus $20 administrative/recording
fee).
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Access Management (FWRC 19.135)
Newly created lots will need access easement from the property owner of lot on SW 366"' St. This
requirement will not apply if the adjacent property developed and dedicated the land as right-of-way.
Front two lots may have direct lot access onto SW 366t" St. if adequate sight distance can be met.
3. Verify sight distance at the proposed private road/driveway in meeting AASHTO intersection sight
requirements.
COMMUNITY DEVELOPMENT — BUILDING DIVISION
Peter Lawrence, 253-835-2621, Peter.Lawrence@cityoffederalway.com
There are no comments from the Building Division on the short plat process. Building permits will be
required when the lots are determined buildable.
LAKEHAVEN WATER AND SEWER DISTRICT
Brian Asbury, 253-946-5407, BAsbury@lakehaven.org
Water
A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement). Certificate
is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for
typical. Current/2017 cost for a Water Certificate of Availability is $90.00.
Fire Flow at no less than 20 psi available within the water distribution system is a minimum of 1,000
GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the
water distribution system under high demand conditions. If more precise available fire flow figures are
required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis
(separate from, or concurrent with, an application for Availability). Current/2017 cost for a system
hydraulic model analysis is $210.00.
The site has one (1) existing residential water service connection (SvcNo. 3430, 5/8"x3/4" meter).
Service pressure(s) greater than 80 psi indicated, Pressure Reducing Valve(s) indicated, contact local
building official for requirements &/or additional information.
A water service connection application 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 meter/service, abandonment of existing service(s), re -activation, etc.), in
accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'.
Depending on the ultimate layout of the short plat, reservation of private, water easement will likely be
required across one of or some of the new lots, for the benefit of other new lot supply lines (meter -to -
building). This private easement shall cover off -site property along the route of the affected portion of the
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Mr. Rudnev
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building supply line from the edge of public right-of-way or Lakehaven easement to the benefited new
lot(s).
Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2017 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 (each lot, 3), 1" preliminary size: $54,230.00 deposit. Actual
size TBD by Lakehaven based on based on UPC plumbing fixture count.
• Capital Facilities Charge(s)-Water (each lot, 3): $3,476.00 per Equivalent Residential Units
(ERU).
Sewer
A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement). Certificate
is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for
typical. Current/2017 cost for a Sewer Certificate of Availability is $90.00.
The proposal indicates onsite septic systems are proposed. If sewer service connections are desired by the
applicant or required by the Health Department, a Lakehaven Developer Extension (DE) Agreement will
be required to construct new sanitary sewer system facilities necessary for the proposed development,
including extend-to-far-edge(s) in accordance with long-standing Lakehaven policy. Please contact
Lakehaven for additional detail.
General
All Lakehaven Development Engineering related application forms, and associated standards information,
can be accessed at Lakehaven's Development Engineering web pages
(Iiftp://www.lak-eliaveii.org/204/Develol2ment-Eii2ineerin g).
The King County recording numbers indicated for the two (2) existing easements along the west side of
the subject property do not appear to correspond to any known recorded easement or short plat
documents.
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 water distribution
system facilities and easements (including any setbacks necessary for building foundation load zones).
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.
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SOUTH KING FIRE AND RESCUE
Chris Cahan, 253-946-7243, Chris.Cahan@southkingfire.org
Fire Access Roads
Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior
wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by
an approved route around the exterior of the building or facility.
EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler
system the distance can be increase 20 percent.
Fire apparatus access roads:
1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of
not less than 13 feet 6 inches.
2) Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and
shall be provided with a surface so as to provide all-weather driving capabilities.
3) Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning
radius.
4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire
Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet
in diameter.
5) Gradient shall not exceed 12 percent.
Designated fire lanes may be required for emergency access. This may be done during the plans check or
prior to building final.
Fire apparatus access roads shall be installed and made serviceable prior to and during the time of
construction.
Fire Sprinkler System
An automatic fire sprinkler will be required on lots 2 and 3 due to poor fire department access and turn-
around.
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,
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June 8.2017
Page 12
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, Becky
Chapin, 253-835-2641. We look forward to working with you.
Sincerely,
Becky Cha
Associate Planner
enc: Master Land Use Application
Short Subdivision Submittal Requirements
School Access Analysis
Lakehaven Enclosures
c: Ann Dower, Senior Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
Chris Cahan, South King Fire & Rescue
Brian Asbury, Lakehaven Water & Sewer District
17-102245-00-PC Doc 1D:75896
CITY OF
Federal Way
June 1, 2017
10:00 a.m.
Pre -application Conference .Sign in Sheet
COMMUNITY DEVELOPMENT REVIEW COMNMTEE
Project Name: Rudnev Short Plat
36526 3rd Avenue SW
File Number: 17-102245-00-PC
City Hall
Hylebos Room
NAME
DEPARTMENT / DIVISION
TELEPHONE NUMBER
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Site Address
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SALTER SHORT PLAT
FILE #05-101228-SU
OMAR TEAL
PUGET SOUND HOMES AND DEVELOPMENT INC.
709 SOUTH 313T" STREET
FEDERAL WAY, WA 98063
SIGHT DISTANCE REPORT
Submitted to:
City of Federal Way
Submitted by:
J. Scott Palmer
Alta ECC, Inc.
310 North Meridian, Suite 200
Puyallup, WA 98371
(253) 864-6800
October 18, 2005
E?TIRES- � gag
SALTER SHORT PLAT
SIGHT DISTANCE
SIGHT DISTANCE ANALYSIS
ISD = 1.47*Vmajor* tg
Where:
ISD = intersection sight distance
Vmajor = design speed of major road (mph)
tg = time gap for minor road vehicle to enter the major road (s)
Vmajor = 25 mph for SW 3661�' St (per FWCC 22-1151 use posted speed)
Case 131 — Left turn from the minor road
t9 = 7.5 for Passenger car
Time Gap for Case B1 — Left Turn from Stop (AASHTO 2001 Exhibit 9-54)
ISD = 1.47*25*7.5
ISD = 275.6 ft
ISD = 280 ft (rounded for design)
Case B2 — Right turn from the minor road
t9 = 6.5 for Passenger car If the approach grade is an upgrade that exceeds 3 percent, add
0.1 seconds for each percent grade.
Time Gap for Case 81 — Left Turn from Stop (AASHTO Exhibit 9-57)
Upgrade on SW 366"' St is approximately 10%
tg = 6.5 + 0.9 (AASHTO Exhibit 9-53)
t9 = 7.4
ISD = 1.47*25*7.4
ISD = 271.95 ft
ISD = 275 ft (rounded for design)
For this project, Case B1, there is more than adequate sight distance_ 366"' Street becomes and
unpaved private road approximately 180' to the west of the proposed entrance from the property.
There are no objects that would impact the sight distance to the west.
For this project, Case B2 has somewhat limited sight distance. The WSDOT required sight
distance is 300' (WSDOT Design Manual Figure 910-6), the project will not be able to provide
300' of sight distance. The AASHTO calculated sight distance is sight distance is 275 feet
(AASHTO exhibit 9-1). Because of the horizontal curve in the road and the adjacent property
line, only 235 feet can be provided permanently. 275 feet can be provided currently by clearing
the trees and bushes within the sight triangle, but because a portion of the sight triangle falls on
the property to the east of the project site, this sight distance could be affected in the future. 235
feet of sight distance can be provided that wilt not be impacted by the property to the east_ 235
feet should be adequate for the sight distance entrance since trade of the road is almost 10%
and the project entrance is less than 180' from the end of 366 Street. The posted speed is 25
mph, but for vehicles going west on 366"' Street, the speed is more typically 20 mph. At this
speed, the required sight distance would be 230'. Alta Engineering also would propose to add a
sign indicating limited sight distance for the entrance.
Page 1
SALTER SHORT PLAT
SIGHT DISTANCE
NOT TO SCALE
zeD' t
SIGHT DISTANCE
DECISION POINT i
EA sas
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SW 366th St----------�
235'
ACTUAL SIGHT DISTANCE
275'
REQUIRED SIGHT DISTANCE
CA = CENTERLINE
HORIZONAL SITE DISTANCE
NOT TO SCALE
260 I
SIGHT DISTANCE
DECISION POINT f
EA r
F — SW 366th St
E/L I
235'
16' I ACTUAL SIGHT DISTANCE
275
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i REQUIRED SIGHT DISTANCE
VERTICAL SITE DISTANCE
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EA = EDGE OF LANE
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Fioure 1 — Siaht Distance Trianales
fj EA
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Page 2
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74
,
SALTER SHORT PLAT
SIGHT DISTANCE
VERTICAL PROFILE
Sight distance for this project is not control by the vertical profile. The vertical sight distance
would be more than the 300'required by WSDOT. See Figure 3.
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PUGET SOUND HOMES, LLC
PUGET SOUND HOMES
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LTA
709 S 313th Str"t
STORM DRAINAGE AND ROADWAY DESIGN
Foderul Way, WA 98003
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SFrE DISTANCE DEVULS 2
(206) 790-7046
Page 4
Figure 3 — Vertical Profile
Figure 3 — Vertical Profile
CITY OF
4::Nk
Federal may
DATE: October 19, 2005
TO: Deb Barker
FROM: Maryanne Zukowski, P.E. �j
Cc: Sarady Long J I
Rick Perez, P.E.
Ann Dower
SUBJECT: SALTER SHORT PLAT - (05-101228-00-SU)
36526 3RD AVE SW
MEMORANDUM
Public Works Department
The Traffic Division has had the opportunity to review the site distance analysis for access for the above
referenced short plat as prepared by Alta ECC, Inc. dated October 18, 2005.
1. The Traffic Division requirements are met for a complete application.
2. The analysis satisfies the technical comments and is approved per the engineers conditions within the
report as follows:
a. Civil site plans shall show limited site distance and advisor speed signage per the MUTCD
and installed by the applicant.
b. Vegetation 8 feet to 3 feet will be removed and/or trimmed from the site triangle by the
applicant and coordinated by the applicant with the adjacent property owner.
Additionally, it is very rare that we have the opportunity to commend an Engineers work. The applicants
Engineer has provided one of the best presentations I have seen in 9 years for a site distance analysis. This
report could be used an example for other applications to follow for the City of Federal Way requirements on
site distance analysis.
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Soil Survey of King County Area, r+ ashington
Map Unit Legend Summary
King County Area, Washington
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AgB
Alderwood gravelly sandy 0.2 9.4
loam, 0 to 6 percent slopes
AgC
Alderwood gravelly sandy 0.9 36.3
loam, 6 to 15 percent slopes
AgD
Alderwood gravelly sandy 1.3 52.0
loam, 15 to 30 percent slopes
EwC
Everett-Alderwood gravelly 0.1 2.3
sandy loams, 6 to 15 percent
slopes
USDA Natural Rmwca Web Soil Survey 1.1 6/5/2007
-
Ccasen.dw S.1k. National Cooperative Soil Survey Page 3 of 3
PAC- TECHEngineering, Inc.
Engineers / Planners / Surveyors / Environmental Specialists
November 14, 1995 <
b4r. Steven Salter � IQ
6115 South Thompson Avenue
Tacoma, Washington 98408
Reference: Soil Evaluation for Parcel No. 3021049068
Site Address 36526.- 3rd Avenue S.W.
File #19311/1
Dear Mr. Salter: -
This letter briefly outlines my findings for the referenced sail evaluation. For this evaluation
9 soil log test pits were excavated and reviewed. These test pits were reviewed to determine
soil suitability for the use of on -site sewage disposal systems. This site has an existing
residence with an undocumented sewage disposal system. The location and size of this
sewage disposal system is unknown at this time. Two soil log test pits were excavated in the
vicinity of the proposed lot boundary, which are to represent an area suitable for a reserve
drainfield. In addition, to retrofit the existing sewage disposal system, it is unknown as to
whether the existing sewage disposal system would be located within the boundaries of the
proposed lot. Soil Logs 2 through 8 are located on the undeveloped proposed lots.
Based on the soil available, use of sandfilter shallow pressure distribution systems would be
required for on -site sewage systems represented by Soil Logs 2 through 6. The cost of
installation for this type of system is approximately $8,000. Based on the soils reviewed on
the southeastern proposed lot (Soil Logs 7 and ,8), use of a shallow distribution type system
would be allowed. The cost of installation for this type of system is approximately $3,000.
❑n-site sewage disposal system design, review and approval is governed by the King County
Erzviro=ent~, partmentl This letter is an opinion based on State Department
oeaffh and King County rules and regulations of on -site sewage disposal. This letter is
neither an approval nor a denial, as only the King County Health Department is authorize
to make such decisions.
If you have any questions regarding this evaluation, please call me, at 473-4491:
Sincerely,
Carl Wuersten
U'Censed Designer
CW/chm
2601 South 35th, Suite 200 Tacoma, Washington 98409-7479 (206) 473-4491 Fax (206) 474-5871
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'AT FEASIBILITY STUDY
.'E14 SECTION 30, T2 1N, R4E, W.M. ,
- Y , K/NG COUNTY, WA SH/NG TON I { w -2�
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PRINTED '
1 OF1
DEC 15 1995
erg_
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TICOR TITLE COMPANY
15 S. Grady Way, Suite 120, Renton, WA 98055
(425)255-7575 FAX (425)255-0285
Toll Free Number: 1-800-215-8404
COMMITMENT FOR TITLE INSURANCE NO. 6343108-2
.RECEIVE®
INQUIRIES SHOULD BE MADE TO: Customer Reference:
UNIT 2 (425)255-7943 Salter/ '4 1 7 2005
Brent Mallett Glry
Christa Davaz BtO FEDE WAY
DING t7r.
Effective Date: December 20, 2004 at 08:00 AM
1 Policy or policies to be issued:
1992 ALTA Owners Policy
Coverage: Standard
Liability: $ 190,000.00
Premium: $ 583.00
Tax: $ 51.30
Proposed Insured:
TO FOLLOW
1992 ALTA Loan Policy
Coverage: Extended
Liability: $ 0.00
Premium: $ 0.00
Tax: $ 0.00
Proposed Insured:
TO FOLLOW
SCHEDULE A
REDUCED RATEIAPPURT EASEMENT CHRG $50.00
TO FOLLOW
2 The estate or interest in the land described or referred to in this commitment and covered herein is a Fee
Simple.
3. TICOR TITLE COMPANY agrees to issue on request and on recording of appropriate documents, its policy
or policies as applied for, with coverage as indicated, based on the preliminary commitment; title to the
property described herein is vested, on the date shown above, in:
Steven J. Salter, as his separate estate
subject only to the exceptions shown herein and to the terms, conditions, and exceptions contained in the
policy form.
4_ The land referred to in this Commitment is described as follows:
SEE SCHEDULE A CONTINUED
Commitment Schedule A
Commitment No. 6343108-2
LEGAL DESCRIPTION
SCHEDULE A CONTINUED
The land referred to in this Commitment is described as follows:
Lot 4, King County Short Plat Number 127T077C, recorded under Recording Number 7810300767, being
a portion of the northwest quarter of the southeast quarter of the southeast quarter of Section 30,
Township 21 North, Range 4 East, Willamette Meridian, in King County, Washington;
TOGETHER WITH an non-exclusive easement for ingress, egress and utilities over the south 30 feet of
the northeast quarter of the southwest quarter of the southeast quarter of Section 30, Township 21
North, Range 4 East, Willamette Meridian, in King County, Washington;
A non-exclusive easement for ingress, egress and utilities over the south 30 feet of the northwest quarter
of the southeast quarter of the southeast quarter of Sedan 30, Township 21 North, Range 4 East,
Willamette Meridian, in King County, Washington; and
An easement for ingress, egress, and utilities over Tract X
EXCEPT as delineated on said short plat;
EXCEPT any portion thereof lying within the above main tract.
Commitment No_ 6343108-2
SCHEDULE B
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same
are disposed of to the satisfaction of the Company:
GENERAL EXCEPTIONS:
A. Rights or claims disclosed only by possession, or claimed possession, of the premises.
B Encroachments and questions of location, boundary and area disclosed only by inspection of the premises
or by survey.
C Easements, prescriptive rights, rights -of --way, streets, roads, alleys or highways not disclosed by the public
records.
D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation,
or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown
by the public records_
E Taxes or special assessments which are not yet payable or which are not shown as existing liens by the
public records.
F Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water,
electricity, natural gas or other utilities, or garbage collection and disposal.
G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof.
H Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable
servitudes.
I Water rights, claims or title to water.
J Defects, lien, encumbrances, adverse claims or other matters, if any, created, first appearing in the public
records or attaching subsequent to the effective date hereof but prior to the date the proposed insured
acquires of record for value the estate or interest or mortgage thereon covered by this commitment.
SPECIAL EXCEPTIONS:
AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED
THEREIN:
FOR: Roadway and utility
DISCLOSED BY
INSTRUMENT RECORDED: May 22, 1953
RECORDING NUMBER: 4347540
AFFECTS: west 30 feet
AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED
THEREIN:
IN FAVOR OF:
Owners and future owners portion of said premises
FOR:
Ingress, egress, and utilities
DISCLOSED BY
INSTRUMENT RECORDED:
June 5, 1978
RECORDING NUMBER:
780OW0567
AFFECTS:
west 30 feet and southwesterly portion
3. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED
THEREIN:
IN FAVOR OF
Puget Sound Power and Light Company
FOR:
Electric transmission and/or distribution system
Commitment Schedule B
DISCLOSED BY
INSTRUMENT RECORDED:
RECORDING NUMBER:
AFFECTS:
Commitment No. 6-343108-2
SCHEDULE B
(Continued)
May 18, 1983
8305180776
west 40 feet
.4. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT -
RECORDED: October 30, 1978
RECORDING NUMBER: 7810300787
AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
DATED:
RECORDED: September 30, 1980
RECORDING NUMBER: 8009301003
PURPOSE: water mains and appurtenances
Said agreement has been modified by instrument recorded under Recording Number 8204190464.
Said agreement has been modified by instrument recorded under Recording Number 8306060473.
DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
Steven J. Salter, a single person
TRUSTEE:
H and L Services, Inc.
BENEFICIARY:
Wells Fargo Home Mortgage, Inc.
ADDRESS:
P O Box 10304, Des Moines, IA 5030"304
LOAN NO.:
0034355818
AMOUNT:
$158,899.00
DATED:
August 19, 2003
RECORDED:
October 30, 2003
RECORDING NO.:
20031030003980
7. QUESTION OF THE EXISTENCE OF AN "AUTOMATIC HOMESTEAD":
If the subject property is, or will be, the residence of a marital community, even though the interest therein
may be intended to be the separate property of either spouse, execution of the proposed encumbrance,
conveyance or contract to convey must be by both husband and wife, pursuant to R.C.W. 8.13, which
provides for an "automatic homestead", and R.C.W. 26.16.030.
8. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the
boundaries of local taxing authority of the City of Federal Way.
Present Rate of Real Estate Excise Tax as of the date herein is 1.78e/a.
9_ Matters relating to ALTA Extended Policy coverage and/or Homeowners Endorsement coverage: The
results of our inspection will be furnished by supplemental report.
10. It appears that improvements are located on the premises, but are not presently assessed. Supplemental
taxes thereon may appear on future tax rolls.
11 _ Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a
search of the records against their names.
Commitment Schedule B
A
Commitment No. e343108-2
SCHEDULE B
(Continued)
END OF SPECIAL EXCEPTIONS
NOTES:
A. The language contained in the printed Exceptions from coverage and Conditions and Stipulations of the
Policy committed for may be examined by inquiry at the office which issued the Commitment, and a
specimen copy of the insurance Policy Form(s) referred to in this Commitment will be furnished promptly
upon request.
B. Investigation should be made to determine if there are any service, installation, maintenance, or
connection charges for sewer, water, electricity or Metro Sewer Treatment Capacity Charge.
C. In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to
comply with the State Insurance Code and the filed schedule of this Company.
D. Abbreviated Legal for purposes of King County Recorders Office is: Lt 4, KCSP #1277077C, Rec
#7810300767.
E. 24 MONTH OWNERSHIP SEARCH:
The vesting deed into vestees herein was recorded on September 26. 1997 recorded under Recording
Number 9709261106.
F. GENERAL AND SPECIAL TAXES AND CHARGES:
TOTAL TAXES:
AMOUNT BILLED: $3,724.45
AMOUNT PAID: $3,724.45
TAX YEARS: 2004
TAX ACCOUNT NUMBER: 302104-9068-05
LEVY CODE: 1205
CURRENT ASSESSED VALUE: Land: $80,000.00 improvements: $218,000.00
G The records of King County and/or our inspection indicate that the address of the improvement located on
said land is:
36526 3rd Avenue Southwest
Federal Way, WA 98023
A Single Family Residence
According to the King County Tax Rolls the dwelling was built in 1953.
H. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement.
cc: Just Escrow
Executive Real Estate, Inc.
fb/rs/12/30/2004
Commitment Schedule B
END OF SCHEDULES
Commitment No. 6343108-2
COMMITMENT FOR TITLE INSURANCE
TICOR TITLE COMPANY, a California corporation, by TICOR TITLE COMPANY, a Washington corporation, its
authorized agent, herein called the Company, for a valuable consideration, hereby commits to issue the policy or
policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as
owner or mortgagee of the estate or Interest covered hereby in the land described or referred to in Schedule A,
upon payment of the premiums and charges therefor, all subject to the provisions of Schedules A and 8 and to
the Conditions and Stipulations hereof_
This Commitment shall be effective only when the identity of the proposed insured and the amount of the policy
or policies committed have been inserted in Schedule A hereof by the Company, either at the time of the
issuance of this Commitment or by subsequent endorsement.
This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and
obligations hereunder shall cease and terminate one hundred eighty (180) days after the effective date hereof or
when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue
such policy or policies Is not the fault of the Company.
TICOR TITLE COMPANY
By: � 4 �, On.
Autho d Signatory
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HOLMVI-,G, DEWITT & ASSOCIATES, INC.
Land Surveying & Engineexing
RESUBMITTED
APR. 0 :i 2006
W
; LOING p WAY
RECEIVED
MAY 15 ' 2017
CITY OF FEDERAL WrIY
COMMUNITY DEVELOPMENT
LOT CLOSURES-
PUGET SOUND HOMES, LLC
4 LOT SHORT PLAT
March 28, 2006
1036 Cole Street • Enumclaw, Washington 98022 • 360-825-696.3 • Fax 360-825-0633
[[Traverse: LOT 4 (ORIGINAL) less south 30 feet Area:82832.65SgFt 1.9016Acres
Paint Type Bearin Horiz Dist Northinq Eastin
40:2
0.0000
0.0000
S89040'28"E 330.00
41:2
-1.8753
329.9981
S0035'18"W 251.40
55:3
-253.2591
327.4166
N89032'21"W 330.00
52:3
-250.6057
-2.5735
N0035'18"E 250.62
40:3
0.0011
-0.0001
[[ Closure View1 - LOT 4 (ORIGINAL) less south 30 feet ]]
[ Traverse Summary ]
Closed Loop 5 Points From 40:2 To 40:3
Horizontal Distance: 1162.02 Feet Slope Distance: 1162.02 Feet
Area: 82832.65 SgFt 1.9016 Acres
[ Error Summary ]
Relative: 1 : 1045267 (Closed Loop) Linear:0.00 Feet Direction:S6°56'38"E
Northing:0.00 Feet Easting:-0.00 Feet Elevation:0.00 Feet
Angular: None
explFtES S-I4'Zo0'1
[[ Traveme:Lot 1 Area:2041OSgFt 0.469Acres
Point
Type Bearing
Horiz Dist
Northing
Easting
52:1
0.0000
0.0000
N0035'18"E
132.11
10:1
132.1060
1.3566
S89°40'28"E
30.00
11:1
131.9355
31.3568
S81°51'08"E
134.68
12:1
112.8475
164.6790
SO°35'18"W
114.17
13:1
-1.3147
163.5067
N89032'21 "W
163.51
52:2
0.0004
0.0020
[[ Closure View6 — Lot 1 ]]
[ Traverse Summary ]
Closed Loop 6 Points From 52:1 To 52:2
Horizontal Distance: 574.47 Feet Slope Distance: 574.47 Feet
Area: 20410 SgFt 0.469 Acres
[ Error Summary ]
Relative: 1 : 284544 Linear:0.00 Feet Direction:S79°08'23'W
Northing:0.00 Feet Easting:0.00 Feet Elevation:0.00 Feet
Angular: None
3-Zg_ Zoo
[[ Traverse:Lot 2 Area:24366SgFt 0.559Acres Distance Factor:1.000000000 ]]
Point
TVpe Bearing
Horiz Dist
Northing
Easting Description
10:2
0.0000
0.0000
N0035'18"E
118.51
40:1
118.4997
1.2169
S89040'28"E
178.51
14:1
117.4853
179.7275
S0035'18"W
251.04
15:1
-133.5413
177.1496
N89°32'22"W
15.00
13:2
-133.4207
162.1501
N0035'18"E
114.17
12:2
-19.2585
163.3224
N81051'08"W
134.68
11:2
-0.1705
30.0002
N89°40'28"W
30.00
10:3
-0.0000
0.0007
[[ Closure View? -- Lot 2 ]]
[ Traverse Summary ]
Closed Loop 8 Points From 10:2 To 10:3
Horizontal Distance: 841.91 Feet Slope Distance: 841.91 Feet
Area: 24366 SgFt 0.559 Acres
[ Error Summary ]
Relative: 1 : 1196710 Linear:0.00 Feet Direction:N88°29'57'W
Northing:-0.00 Feet Easting:0.00 Feet Elevation:0.00 Feet
Angular: None
sly L LA��¢
[[ Traverse:Lot 3 Ama:20922SgFt 0.48OAcres
Point
Type Bearing
Horiz Dist
Northing
Eastinq
16:2
0.0000
0.0000
N0035'18"E
251.04
14:2
251.0266
2.5778
S89040'28"E
151.49
41:1
250.1657
154.0654
SO°35'18'W
125.70
25:1
124.4738
152.7747
N89040'28" W
136.49
26:1
125.2494
16.2870
S0035'18"W
125.38
16:1
-0.1206
14.9996
N89032'21"W
15.00
15:3
0.0000
0.0000
[[ Closure View8 — Lot 3 ]]
[ Traverse Summary ]
Closed Loop 7 Points Frorn 15:2 To 15:3
Horizontal Distance: 805.09 Feet Slope Distance: 805.09 Feet
Area: 20922 SgFt 0.480 Acres
[ Error Summary ]
Relative: 1 : 0 (0.00) Linear:0.00 Feet Direction:S46°15'20'1N
Northing:0.00 Feet Easting:0.00 Feet Elevation:0.00 Feet
Angular: None
[[ Traverse:Lot 4 Area:17134SgFt 0.393Acros
Point
Type Bearing
Horiz Dist
Northing
Eastin
55:1
0.0000
0.0000
N89032'21" W
136.49
16:2
1.0974
-136.48"
N0035'18"E
126.38
26:2
126.4675
-135.1969
S89040'28"E
136.49
25:2
125.6919
1.2908
S0035'18' Y11
125.70
56:2
-0.0015
0.0000
[[ Closure View9 — Lot 4 ]]
[ Traverse Summary ]
Closed Loop 5 Points From 55:1 To 55:2
Horizontal Distance: 524.06 Feet Slope Distance: 524.06 Feet
Area: 17134 SgFt 0.393 Acres
[ Error Summary ]
Relaiive: 1 : 355071 Linear:0.00 Feet Direction:1\11°4616M
Northing:-0.00 Feet Easting:0.00 Feet Elevation:0.00 Feet
Angular: None
3— Z9 -ZO!"e.
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January 18, 2017
Gwen Finley, CRS, GRI, Broker
John L Scott Real Estate
32225 Pacific Hwy South, Suite 204
Federal Way, Washington 98003
+1 (253) 709-5106 Mobile
gweat a iohnlscott.com Email
Re: 36526-3rd Avenue Southwest, Federal Way, Washington 98023
Parcel #: 30210449068
Dear Gwen,
The following is a list of the engineering documents and drawings (oldest to newest) completed
over the years for a 4-Lot Plat for the referenced property:
➢ Soil Evaluation for Parcel No. 3021049068, Pac-Tech Engineering, Inc., 1 blueprint, 11-
10-95;
➢ Soil Evaluation for Parcel No. 3021049068, Pac-Tech Engineering, Inc., 3 pages,
November 14, 1995;
➢ Parcel 30210449068 — Garage Addition, 36526-3rd Avenue, Federal Way, Washington
98023, 2 blueprints, 6-11-98;
➢ Underground Storage Tank (Heating Oil), Decommissioning Documents, 5 pages;
September 22, 1999;
➢ Plan Analysis Beam Calculator, City of Federal Way, Department of Community
Development, Garage Addition, 1 page, October 30, 1999;
➢ Topographic Site Plan, Steven Salter Proposed 4 Lot Short Plat, Hotmvig, Dewitt &
Associates, Inc., 1 blueprint, 7/29/2000;
➢ Commitment for Title Insurance No. 6343108-2, Ticor Title Company, 7 pages,
December 20, 2004;
➢ Proposed Subdivision — Puget Sound Homes NW, 36526 3rd Ave SW, Septic System
Design, Cole Septic Design and Pre Application Report, Public Heath — Seattle & King
County, Environmental Health Division, 5 pages, 2/2/05 & 2-3-05;
➢ Puget Sound Home, Storm Drainage and Roadway Design, Site Improvement and Storm
Drainage Plan (C-1) and Septic Design (C-2); Alta ECC, Inc., 2 blueprints, 8/05 and
4/06;
➢ Final Revised Limited Erosion Hazard Evaluation, Proposed 3 Lot Short Plat, 36526-3rd
Avenue SW, Federal Way, Washington, Krazen & Associates, Inc., 7 pages plus
Transmittal Form, June 16, 2005;
➢ Final Revised Limited Erosion Hazard Evaluation — Third Version, Proposed 3 Lot Short
Plat, 36526-3rd Avenue SW, Federal Way, Washington, Krazen & Associates, Inc., 3
pages, August 1, 2005;
➢ Salter Short Plat, File 905-101228-SU, Site Distance Report, Alta ECC, Inc., October 18,
5 pages, 2005;
➢ Salter Short Plat — (05-101228-00-SU>), 36526 3rd Ave SW, City of Federal Way,
Memorandum, Public Work Department, City of Federal Way, 1 page; October 19, 2005;
36526-3`d Avenue Southwest, Federal Way, Washington 98023
Parcel #: 30210449068
➢ Puget Sound Homes — 4 Lot Short Plat, Holmvig, Dewitt & Asscoiates, Inc., 2 blueprints,
3/28/2006;
➢ Lot Closures, Puget Sound Homes, LLC, 4 Lot Short Plat, Holmvig, Dewitt &
Associates, Inc., 6 pages, March 28, 2006;
➢ Parcel Report, Districts and Development Conditions for Parcel Number: 30210449068,
King County, 2 pages, 6/5/2007;
➢ iMap, Topography in the area of Parcel No. King 30210449068, King County, 2 pages,
6/5/2007;
➢ Soil Survey of King County Area, Washington, Natural Resources Conservation Service,
3 pages, 6/5/2007.
Please contact me if you have any questions.
Regards,
Steven . Salter
+1 (2 j 222-4244 Mobile
ssal er ehc@hotmail.corn
N
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Commitment No. 6343106-2 CfTY OF FEDERAL WAY
LEGAL DESCRIPTION BUILDING DEP7_
SCHEDULE A CONTINUED
The land referred to in this ComrtritffmN Is described as follows:
Lot 4. King County Snort Piat Number 127'7077C, recorded under ReoordN Number 78100007f17, being
a portion of the northwest qt-scaler of the southeast quarter of the southeast quarter of Seatlon 30
To%rship 21 North. Range 4 East, Willamette Meridian, in King County, Washington;
TOGETHER WITH an non-exclusive easement for ingress, agrees and utilities over the south Sty feet of
the northeast quarter of the southwast quarter of the southeast quarter of Section 30, Townehip 21
North, Range 4 East, Willamette Meridian, In Kirrg County, W83hirgton:
A ro"xcluslve easement for ingress, egress and Gti Pities aver the South 30 feet of the northwest quarter
Of the sauthMst quarter of the aouliwast quarter of Section 30, Township 21 North, Range 4 Eas,
Willamette Meridian, in King County, Washington; And
An easerriont for ingress, egress, and Utilities over Tract X
EXCEPT as delineated on said short plat;
EXCEPT any portion thereof lying within the above main tract.
A,
CITY OF FEDERAL WAY
BUILDING DEPT,
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z ? �r i 0 2?882:5— 9 2 ,�;'y:?&.,U-[ 2 i 3zeS, i--, r—
f kgK�--v
Dept of A.m—nts
SE 30-21-04]
ADVERUSUEBIi
New Search I'ropCrig Tas BiB blap This Properh Glnssnry of Terms Area Report Properly Detail M
PARCEL
Parcel Number 302104-9068
Name SALTER STEVEN J
Site Address 36526 3RD AVE S W 98023-7330
Legal LOT 4 KCSP 1277077 C REC AF # 7810300767 SO PLAT DAF - E 330 FT OF W 620 FT OF NW 114
OF SE 114 OF SE 114 LESS S 30 FT
BUILDING 1'
Year Built
Total Square Footage
Number Of Bedrooms
Number Of Baths
_ 11953
�_13390 f
5
12.50
J8 Good
Lot Size _ 82764
Views 1 No
WaterfrontL
AMNEMMOT
TOTAL LEVY RATE DISTRIBUTION
!Tax Year: 2017 Levy Code: 1205 Total Levy Rate: $13.93066 Total Senior Rate: $7.19505
52.09% Voter Approved
Click here to sSeLayv distfibufion comuarison by year.
TAX ROLL HISTORY
Valued
Tax
Appraised Land Appraised Imp.
Appraised
Taxable Land Taxable Imps
Taxable
Year
Year
Value E5)
Value (S)
Total (;)
Value (;)
Value (;}
Total (;)
;01d
2'ui-
145,0.7E
2MDD0
Q4,DCO
145,000
289,000
434_000
2015
2016
159.000
264.660
409,000
139,000
2e4.000
403.DW
12014
2015
�139,000
.243.0M
382M0
t37.000
.243.00D
382,000
2013
.2014
:111,000
195.0D0
306,000
111,000
195,000
306,000
2012
2013
111,000
;199,000
310,000
111,000
199,000
310,000
2011
2012
124;000
219.000
343,000
124,000
219,000
343,000
.2010
2011
117,000
258,DW
373,000
117,000
.256,000
373,000
2009
2010
117.000
287 000
384.000
117,000
1287,000
384,000
'2008
_•
2009
117,000
114.000
CGi.000
117,000
344,000
461,000
12007
2008
112000
315.000
427.000
112,000
427,000
,2006
.2007
102 000
i261,000
383.000
102,000
281,000
383,000
2005
'7l1Da
96.cw?
264,000
360,000
9a000
264,000
360,000
•2004
2068
92.00
.241,000
333.000
92.000
241,000
333,000
2003
2004
EO C00
218.0w
29B4OD0
B0.000
218,000
298,000
2002
.2M
.76.000
206.0D0
282 COD
76.DM
206,000
232,000
R4
RI
P(7VERI]SIi1RHI
New Search i'nyxrly l'n. Bin Map This Pn�TTp Cknu r; of Terms Area Rrp.+� Praprrll Delail r-,�
PARCEL
Parcel Number
:A2104-9114
Name
MONTEVGTA PARTNERS i.L _
Silo Address
30 FT OF W 620 FT OF NW 114 OF SE 114 OF SE 1/4
Legal
S
BUILDING i
Year Built
Current Prture
Total Square Foctal: r
Number Of Bedrooms
Nsurltsnr OF Baths
Grade
Condition
Lot Size
18730
Vier'5
No
waterfront
TOTAL LEVY RATE DISTRIBUTION
'fax Year: 2017 Levy Code: 1205 Total Levy Rate: $13.93066 Total Senior Rate: $7.19505
({QVERi1SEMi:f4T
52.09% Voter Approved
}lc c to e v di t b ion c 'so h ar;
TAX ROLL HISTORY
Valued
Tax
Appraised Land Appraised Imps
Year
Year
Value (S)
Value (;)
201E
2017
1,000
'O
2C15
2016
IC00
0
2014
2015
1.000
C.
2013
2014
1,000
0
2012
2013
1.OW
0
_--
2011
2012
1,000
0
0
1
1,000
0
2009
2010
1.COD
200E
2G'10
1,000
0
2007
2005
1,000
0
2006
2007
1,000
2005
2006
1.D00
0
2004
2005
1,000
0
2003
2004
1.000
0
202
2003
1.000
0
W01
2002
1,000
0
2000
2001
1.000
0
1999
2000
1.000
D
1998
1999
1,000
0
1997
199E
0
1996
1997
0
0
Appraised Taxable Land Taxable Imps
Taxable
Total {S) Value (S)
Value lS)
Total(S)
1,000
1,000
0
1,000 -
1000
1,000
0
1,000-
1,000
..__
0
1000
19:00
1 C14,
1,000
11,000
0
1,000
1,000
1,000
0
1,000
1,000
1,000
0
CW
l.Ci:7
10SO
0
:OW
1 .O:10
1,000
i,
+ 000 - -
1,000
1,000
"--
13
1,000 _-
1,000
1.000
,.
1,'00
1,000
j1,000
0
1,000�
1,000
f11000
0
1.000
1 000
_ f 1,000
1,000
0
0
1,000
1,000
1,000
1,000
�000
1,000
0
1,OW
.:..]
1,000
0 _
600
1,000
_f
I.Mo
0 _.
1 000
1000
0
-----
1.000
500
0
500
0
500 - `
- 0
5
Krazan &ASSOCIATES, INC.
,.
lb
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
Revised July 12, 2005 KA Project No. 092-05046
Revised August 1, 2005 RECEIVED
Mr. Omar Teal AUG 0 3 2005
709 — South 313"' Street CITY OF FEDERAL VVAy
Federal Way, Washington 98003 B I DING pEp7..
RE: Final Revised Limited Erosion Hazard Evaluation — Third Version
Proposed 3 Lot Short Plat
36526 — 3`d Avenue SW
Federal Way, Washington
Dear Mr. Teal:
In accordance with your request and authorization, our firm conducted a limited erosion liazard evaluation
for the referenced site on April 21, 2005.
The King County Department of Development and Environmental Services (DDES) Sensitive Area
Ordinance Maps (iMAF Sensitive Areas) indicates that the property lies within a Sensitive Area, which is
designated as an Erosion Hazard Area. This revised letter presents our opinion regarding the erosion
potential at the site based on the City of Federal Way definition of Erosion Hazard Areas.
The site consists of three single family residential lots located at 36526 — 3 d Avenue Southwest in Federal
Way, Washington. The site has been partially cleared and soils have been exposed in infiltration
excavations. The site slopes to the east at approximately 5 to 15 percent and is bordered by single family
residences to the east, north and west, and by Southwest 366°i Street to the south.
The subsurface soil conditions were observed in pre-existing test pits on the site. Soils generally
appeared to be consistent in density and composition across the site. Soils observed generally included 6
to 12 inches of topsoil overlying medium dense to dense, silty sand with gravel (Glacial "rill). These soils
are not typically prone to erosion in their present state.
The Natural Resources Conservation Services (NRCS) indicates that the site lies near the contact of two
units of the Alderwood Gravelly Sandy Loam (AgC and AgB). Based on our site observations, it is our
opinion that the western one third of the site is generally underlain by the Alderwood Gravelly Sandy
Loam (AgB). This unit is found on slopes ranging from 0 to 6 percent and the runoff is slow and the
erosion hazard is slight. The eastern two-thirds of the site appears to be underlain by Alderwood Gravelly
Sandy Loam (AgC). This unit is found on slopes ranging from 6 to 15 percent and runoff is slow to
medium and the erosion hazard is moderate. It has been our experience that soil erosion potential can be
minimized through normal residential landscaping and surface water runoff control. Typically, erosion of
exposed soils will be most noticeable during periods of rainfall and may be' controlled by the use of
normal temporary erosion control measures, i.e., silt fences, hay bales, mulching, control ditches or
Offices Serving The Western United States
J
1 .A Project No. 092-05046
kevision August I. 2005
. Page No. 2 of 3
•
diversion trenching, and contour furrowing. Erosion control measures should be in place before the onset
of wet weather.
It is our opinion that the planned residential work is suitable with regard to the erosion hazard (in
accordance with City of Federal Way requirements), provided the work is performed with inspection to
verify suitable construction and to provide recommendations for modifications, if conditions warrant.. it
is our opinion, based on the topography and observed soil conditions within the three lot area, that
these properties (entire three lot section), as well as all neighboring sites do not have any erosion
hazard due to wind, rain, splash, frost action or stream now (City of Federal Way definition of
Erosion Hazard Area). If proper measures are taken to avoid concentrated flow of surface water
over exposed soil surfaces (stripped of vegetation), the soils within the three lot area and within the
neighboring properties should not erode, therefore it is our opinion that this site (entire three lot
area) and all neighboring sites are not defined as an Erosion Hazard Aread
The removal of native vegetation should be minimized, to the greatest extent possible (outside areas
designated for landscaping and structural development) and landscaping and other permanent erosion
control features should be in place to reduce adverse impacts to neighboring and down slope properties
resulting from erosion.
Erosion and sediment control (ESC) is used to minimize the transportation of sediment to wetlands,
streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should
be taken and these measures should be in accordance with the City of Federal Way requirements. As a
uld be incorporated in the design of die erosion and
minimum, the following basic recommendations sho
sediment control features of the site:
Phase the grading, utility work, and other work requiring excavation or the disturbance of the site
soils during the dry season (generally May through September). If precautions are taken using
Best Management Practices (BMP's), grading activities can be undertaken duriFig the wet season
(generally October through April), but it should also be known that this may increase the overall
cost of the project.
a All site work should be completed and stabilized as quiekly as possible.
Additional perimeter erosion and sediment control features may be required to reduce the
possibility of sediment entering the surface water. This may include additional silt fences, silt
fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration
systems.
* Ally runoff generated by dewatering discharge should be treated through construction of a
sediment trap if there is sufficient space. If space is limited other filtration methods will need to
be incorporated.
* A WSDOT certified Erosion Control Inspector should be assigned to this project to monitor
temporary erosion and sedimentation control devices, and make recommendations for ESC repair,
or additional ESC installation if needed. Krazan & Associates, Inc_ can provide a WSDOT
certified inspector, if requested.
Krazan & Associates, Inc.
'A Project No. 092-05046
" Revision August I, 2005
Page No. 3 of 3
Permanent erosion control features should be in place following completion. of construction, prior to the
subsequent wet weather season. All areas stripped of vegetation should be re -planted with rapid growing
species. if root systems will not be well established before the ons(:t of wet weather, placement of Jute
Mat or geofabrics should be considered in conjunction with re -planting.
All soils can be eroded if exposed and not protected from long term climatic elements, such as rain and
wind, particularly if surface water runoff is focused over certain exposed soil areas. If proper temporary
and permanent erosion control and surface drainage measures are not implemented erosion can still occur
on any site. Krazan & Associates will not be responsible for erosion of site soils during construction
and/or following the completion of construction, if the proper measures are not taken and verified by a
Krazan representative.
We hope that this additional revised letter provides the final required information. If you have any
questions, or if we may be of further assistance, please do not hesitate to contact our office at (425) 485-
5519.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Phil Haberman, L.G. � t'
Engineering Geologist Sean L. Caraway, P.E.
WS DOT Certified Erosion and Geotechnical Division Manager
Sedimentation Control Lead
PH/sic
Attachments: Figures (4)
1 iz.l i ul,r viu u r LJ
ac
y
F 'AMMIL
I--azan& ASSOCIATES, INC.
Serving the Western United States
❑ Corporate
❑ Bakersfield
❑ Southern CA
❑ San Diego CA
215 W Dakota
2205 Coy Ave
4221 Brickell St
43218 Business Park Dr Ste 109
Clovis, CA 93612
Bakersfield, CA 93308
Ontario, CA 91761
Temecula, CA 92590
(589) 348-2200
(661) 837-9200
(909) 974-4400
(961) 694-0601
(559) 348-2201 FAX
(661) 837-9201 FAX
(909) 974-4022 FAX
(951) 594-0701 FAX
❑ Sacramento
5808 Price Ave
McClellan, CA 95652
(916) 564-2200
(916) 664-2222 FAX
❑ Bay Area
545 Parrott St
San Jose, CA 95112
(408) 271-2200
(408) 271-2201 FAX
❑ Modesto
448 Mitchell Rd Ste C
Modesto, CA 95354
(209) 572-2200.
(209) 572-2206 FAX
❑ Auburn ❑ Woodinville ❑ Poulsbo
1$01 1 Vh St NW Ste 106 19501 14491 Ave -NE #F-300 20714 State Hwy 305 NE Ste 3C
Auburn, WA 98002 Woodinville, WA 98072 Poulsbo, WA 98370
(253) M-2500 ' (425) 485-5519 (360) 598-2126
(253) 939-2566 FAX (425) 485-6837 FAX (360) 598-2127 FAX
ATTENTION: beb Barker DATE: Jane 21, 2005
COMPANY NAME: City of Federal Way,
FAX NO.: (253) 835-2609
RE: Revisions for Erosion Hazard Evaluation for Site for Omar
FROM: Sean Caraway
MESSAGE:
TELEPHONE NO.:
Please advtw us immediately ifyou do not receive complete transmittal
No. of pages, including transmittal sheet 8
original will not follow ❑ Information only
urinal win follow
Regular Mail ❑ Please respond by
Hand Deliver
flverAight Service
Other
1 -11,10 rwzl od U-10
4QKraza--n-& ASS 0 CIA TES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONM'ENTAL ENGINEERING
CONSTRUCTION TESTING do INSPECTION
June 16, 2005
Mr. Omar Teal
709 — South 31'3s' Street
Federal Way, Washington 99003
RE: Final Revised Limited Erosion Hazard Evaluation
Proposed 3 Lot Short Plat
3652E — 3'd Avenue SW
Federal Way, Washington
Dear Mr, Teal:
KA Project No. 092-05046
In accordance with your request and authorization, our firm conducted a limited erosion hazard evaluation
for the referenced site on April 21, 2005.
The King County Department of Development and Environmental Services (DDES) Sensitive Area
Ordinance Maps (iMAP Sensitive Areas) indicates that the property lies within a Sensitive Area, which is
.designated as an Erosion Hazard Area. This revised letter. presents our opinion regarding the erosion
potential at the site based on the City of Federal Way definition of Erosion Hazard Areas.
The site consists of 3 single family residential lots located at 36526 — 314 Avenue Southwest in Federal
Way, Washington. The site has been partially cleared and soils have been exposed in infiltration
excavations. The site slopes to the east at approximately 5 to 15 percent and is borderdd by single family
residences to the east, north and west, and by Southwest 366`s Street to the south.
The subsurface soil conditions were observed in pre-existing test pits on the site. Soils generally
appeared to be consistent in density and composition across the site. Soils observed generally included 6
to 12 inches of topsoil overlying medium dense to dense, silty sand with gravel (Glacial Till). These soils
are not typically prone to. erosion in. their present state.
The Natural Resources Conservation Services (NRCS) indicates that the site lies near the contact of two
units of the Alderwood Gravelly Sandy Loam (AgC and AgB). Based on our site observations, it is our
opinion that the western one third of the site is generally underlain by the Alderwood Gravelly Sandy
Loam (AgB). This unit is found on slopes ranging from 0 to 6 percent and the runoff is slow and the
erosion hazard is slight. The eastern two-thirds of the site appears to be underlain by Alderwood Gravelly
Sandy Loam (AgC). This unit is found on slopes ranging from 6 to 15 percent and runoff is slow to
medium and the erosion hazard is moderate. It has been our experience that soil erosion potential can be
min. ized through normal residential landscaping and surface water runoff control. Typically, erosion of
exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of
normal temporary erosion control measures, i.e., silt fences, hay bales, mulching, control ditches or
diversion trenching, and contour furrowing. Erosion control measures should be in place before the onset
of wet weather.
Offices Serving The Western United States
19501— 140 Avcnue NE # F-300 • Woodinville, Washington 98072 • (425) 485-5519 • Fax (425) 485-6837
• A- 1 VUf VJU U f LJ
KA Project No. 092-05046
Revised June 16, 2005
Page No. 2 of 3
It is our opinion that the planned residential work is suitable with regard to the erosion hazard (in
accordance with City of Federal Way requirements), provided the work, is performed with inspection to
verify suitable construction and to provide recommendations for modifications, if conditions warrant. It
is our opinion, based on the topography and soil conditions in the area of the proposed house, that this
section of the site does not have a severe to very severe erosion hazard due to natural agents such as wind,
rain, splash, frost action or stream flow (City of Federal Way definition of Erosion Hazard Area).
The removal of native vegetation should be minimized, to the greatest extent possible (outside areas
designated for landscaping and structural development) and landscaping and other permanent erosion
control features should be in place to reduce adverse impacts to neighboring and down slope properties
resulting from erosion.
Erosion and sediment control (ESC) is used to minimize the transportation of sediment to wetlands,
streams, lakes, drainage systems, and adjacent properties. F,rosion and sediment control measures should
be taken and these measures should be in accordance with the City of Federal Way requirements. As a
minimum, the following basic recommendations should be incorporated in the design of the erosion and
sediment control features of the site:
Phase the grading,. utility work, and other work requiring excavation or the disturbance of the site
soils during the dry season (generally May through September). If precautions are taken using
Best Management Practices (BMP's), grading activities can be undertaken during the wet season
(generally October through April), but it should also be ]mown that this may increase the overall
cost of the project.
■ All site work should be completed and stabilized as quickly as possible.
• Additional perimeter erosion and sediment control features may be required to reduce the
possibility of sediment entering the surface water. This may include additional silt fences, silt
fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration
systems.
• Any runoff generated by dewatering discharge should be treated through construction of a
sediment trap if there is sufficient space. If space is limited other filtration methods will need to
be incorporated,
• A WSDOT certified Erosion Control Inspector should be assigned to this project to monitor
temporary erosion and sedimentation control devices, and make recommendations for ESC repair,
or additional ESC installation if needed. Krazan & Associates, Inc. can provide a WSDOT
certified inspector, if requested.
Permanent erosion control features should be in place following completion of construction, prior to the
subsequent wet weather season. All areas stripped of vegetation should be re -planted with rapid growing
species. If moot systems will not be well established before the onset of wet weather, placement of Jute
Mat or geofabries should be considered in conjunction with re -planting.
Krazan & Associates, Inc.
I Z71i 1 1U2/ tia U f LJ
KA Project No. 092-05046
Revised June 16, 2W5
Page No. 3 of 3
We hope that this revised letter provides the information required at this time. If you have any questions,
or if we may be of further assistance, please do not hesitate to contact our office at (425) 485-5519_
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
OL-
Phil Habermaa, L.G.
Engineering Geologist
WSDOT Certified Erosion and
Sedimentation Control Lead
PH/s1a "
Attachments: Figures (4)
Krann & Amwdata, Inc.
ican/L. Caraway, P.E.
Geotechnical Division Manager
A
VV L1 VJ ay.1J VI)ULl ,� 1-44!3 rablI66 U *IzL l
-- - - 1V . LW J. 11V11
1 -qqo roof ob U- I Ly
Project: Short Plat Log of Test Pit TP-I Project No: 09205046
Client: Omar Teal Surface Elevation: Figure No: -
Location: Federal Way, Washington Datum: Logged By: NIA
Depth to Water Initial: Notobserved At Completion:
SUBSURFACE PROFILE SAMPLE
Dynamic Cone Water Content
a Penetration
Description z 0 Test N
a -- i6' {Blovvs/,-314 in)
�q WO i—o---j Wt
E
O N rn C a d 20 40 60 80 20 40 60 80
0Lz Ground Sudace - _ ,—
ORA,%% r EPS014 _ __
SA rYSANO W/TI+I GRAVEL (SM)•.��_ -~ .y. --- ! '
Medium dense, very fine to coarse grained Sand, - —i--=- -i
yellowish brown, moist. bra
Weathered Glacial nl
5 End of Test Pit i
1 r---r, -,
a�
- !. — .-- T— -....7 —
L2�5 L
Excavation Method; UnknownKrazan and Associates . Test Pit Date: NIA
19501 144th Ave. NE V-300
Contractor, Previously Excavated Woodinville, WA 98072 Sample Method: Grab
Shoot , or,
t-"Zl rEa111015 U-ILtj
Project: Short Plat
Client: Omar Teal
Location: Federal Way, Washington
Depth to Water
Log of Test Pit TP 2
Surface Elevation:
Datum:
Initial: Not observed
Project No: 092S046
Figure No:
Logged By: NIA
At Completiorc
SUBSURFACE PROFILE
SAMPLE
b
m
c Cone Water Content
E
mation
Description
Z
(9
Est
(�)
L060
(Blows/1-3/4 in) W p �-J INI
N
a
a
80 20 40 60 80
C to
0
Ground Surface
�. { • _
GRASS, TOPSOIL
_ - _
----- --
s/LTYSAND WITH GRAVEL ON)
Medium dense, very fine to coarse grained sand,
I 4-1 _
yoRnwlsh brown, moist
_
ra
esthered GlorialTill
End of Test Pit
5
`• i
I
--l• _ i -
Lld-
-_.4.
{ ? f s
1
L25-
Excavation Method: Unknown
Contractor Prevlwsly Excavated
Krazan and Associates
19501 144th Ave. NE #F-300
Woodinville, WA 88072
Test Pit Date: NIA
Sample Method: Grab
Sheet: I of 1
i -t'sJ r viol eio u— r LJ
Project: Short Plat Log Of Test Pit
M-3
Project No: 09205046
• Client: Omar Teal
Surface Elevation:
Figure No:
Location: Federal Way. Washington
Datum:
Logged By. N/A
Initial: Not observed
At Completion:
Depth to Water
SUBSURFACE PROFILE
SAMPLE
b
o
Dynamic Cone Water•Content
E'
Penetration
Description
z
C9
m
m
Test N
(Blows/1-3/4 in)
0
c
-d
a
Wp E-- 4 -1 WI
20 40 80 80 20 48 Sfl 80
p H
HCL -
cool
Ground Surface
_ , -_ - ! �- i•
ORASA_TOASaL
! j l
-----------'___----_-
S/LT y SAND WITH GRAVEL f$M)
Medium dense, very fine to coarse grained
sand.
' I
yepowish brown, moist.
eathered Gladal 7111
' I �
End of Test Pit
10
1 a P l '•
r
2
i
-
25
Krazan and Associates Test Pit Dane: N/A
Excavation Method: Unknown 19501 144th Ave. NE #F-300
Contractor. Previously Excavated Woodinville, WA 98072 Sample Method: Grab
Sheet 1 Of 1
CITY OF
L Federal Way
May 16, 2017
Mike Rudnev
230 South 161'` Court; Unit B
Burien, WA 98148
rrnikesrecrle,stccte `rr�mail. cor�z
RF: Permit #17-102245-00-PC; PREAPPLICATION CONFERENCF. SCHEDULED
Rudnev Short Plat, 36526 3"' Avenue SW, Federal Way
Dear Mr. Rudnev:
FIC"
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, June 8, 2017
Hvlebos Conference Room
Federal Way City Hall, 2nd Floor
33325 W" 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.coiti,; )r 253-835-2641.
Sincerely,
�G' 0144m�
Becky CIJ
n
Associate Planaer
Doc I.D 7,,j');
til
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: May 16, 2017
TO: Cole Elliott, Development Services Manager
Peter Lawrence, Plans Examiner
Rick Perez, City Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District
Chris Cahan, South King Fire & Rescue
FROM: Becky Chapin, Associate Planner
FOR DRC MTG. ON. June 1, 2017 - Internal
June 8, 2017, 9:00am - with applicant
FILE NUMBER(s): 17-102245-00-PC
RELATED FILE NOS.: See 05-101228-SU for previous short plat that expired
PROJECT NAME: Rudnev Short Plat
PROJECTADDRESS: 36526 3`d Avenue SW, Parcel # 302104-9068
ZONING DISTRICT.- RS 15.0
PROJECT DESCRIPTION: Proposal to subdivide one existing single family lot into 4 single family lots.
LAND USE PERMITS: Preapplication Conference
PROJECT CONTACT: Mike Rudnev
230 South 161st Ct. Unit B
Burien, WA 98148
MATERIALS SUBMITTED:
• Master Land Use Application
• Vicinity Map
■ Parcel Report
• List of documents from pervious short plat
• Lot Closure Calcs (2006)
• Septic Approval (2005)
• Soils Report/Map
• Title Report (2005)
• Sight Distance Report (2005)
• Geotech Report (2005)
■ Submitted Short Plat Drawing (2006)
■ Topo Site Plan (200)
• Building Plans/Elevations (1996/1998)
41k
CITY OF
Federal Way
APPLICATION NO(s)
MASTER LAND USE APPLICATION
RECEIVED DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8a' Avenue South
Federal Way, WA 98003-6325
MAY 15 2017 253- 35-2607; Fax 2 3-8335-2609
www.cit offederalwa .corn
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
Slav - -R---
Date 1 ! u1 { S
Project Name �'I .+
Property Address/Location ,L � ° Ave.SW FenleratZ�
Parcel Number(s) 3() Z l G q �% O CC?
Project Description 'D I Uovi (2 __�o 4- U r
PT,F.ASF. PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
J S Zoning Designation
Comprehensive Plan Designation
Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
_Occupancy Type
Construction Type
Applicant
Name:M,ke 9ua(r1L"
Address: Z3o S 1 Cf -4 C R (AV"_
City/State: 0u r i e n r W 13
Zip: q'P14?
Phone: 2 O 6- C I Z- C1617
Fax:
Email: Y'M; kes real es4zt4e @Sridrt. CJr"i
Signature:
Agent (if different than Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Bulletin #003 —January 1, 2011
Page 1 of 1
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