16-102595CITY OF
A�k Federal Way
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33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
April 19, 2017
Kerri O'Connor
ESM Consulting Engineers LLC
33400 8`' Ave S, Suite 205
Federal Way, WA 98003
RE: File #16-102595-00-SU; SHORT PLAT PRELIMINARY APPROVAL
Chernikov/Burlakov/Lisitsyn Short Plat; 31616 61h Ave SW, Federal Way
Dear Ms. O'Connor:
The Community Development Department has completed the administrative short subdivision review for
the Chernikov/Burlakov/Lisitsyn Short Plat. The applicant proposes to subdivide one single-family
residential lot into three single-family residential lots and a shared ingress; egress, utility easement. The
city received your application May 27, 2016, and deemed it complete July 25, 2016. Application
resubmittals were received by the city on August 16, 2016, November 16, 2016, and March 16, 2017.
The City of Federal Way hereby grants conditional preliminary approval of the
Chernikov/Burlakov/Lisitsyn Short Plat, subject to the conditions noted below. This approval corresponds
to the Short Plat Map prepared, date -stamped as received March 16, 2017.
CONCLUSION
This Decision of the Director is based on the enclosed Statement of Facts (Exhibit A) and is in accordance
with the following criteria pursuant to Federal Way Revised Code (FWRC) 18.30.1 l 0(2):
1. The proposed short subdivision is consistent with the comprehensive plan;
2. The proposed short subdivision is consistent with all applicable provisions of this title;
3. The proposed short subdivision is consistent with the public health, safety, and welfare;
4. The proposed short subdivision is consistent with the ten item subdivision purpose statement
listed in FWRC 18.05.020; and
5. It is consistent with applicable development standards listed in the subdivision code's design
criteria, required improvements, other applicable ordinances or regulations of the city, and
Revised Code of Washington (RC W) 58.17.060 and 58.17.110.
CONDITIONS OF APPROVAL
The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of
granting the application. The following conditions are hereb incorporated as part of the short subdivision
decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat
recording:
Nis. O'Connor
April 19, 2017
Page 2
1) The applicant must receive Engineering approval prior to constructing site improvements.
2) Prior to final short plat approval, the short plat drawings shall be modified pursuant to
Statement of Fact 918.
3) Prior to short plat recording, the applicant shall pay 12.07 percent of the most recent
assessed land value of the subject property as the fee in lieu of open space.
4) The applicant is required to pay a traffic impact fee (TIF). The fee will be assessed and
due at the time of plat recording.
ENGINEERING REQUIREMENTS
Preliminary approval of the short plat does not constitute approval for land clearing or grading, vegetation
removal, or any other activities that otherwise require permits from the City. Prior to construction of any
improvements, the applicant must receive engineering approval. No permits or authorization to begin
construction or site work will be granted until final approval of all engineering plans, the payment of all
fees, and the submittal of performance securities, as may be required.
RECORDING
Following final engineering inspections/approval, payment of outstanding fees, and completion of
applicable conditions of approval, the short subdivision drawing will be recorded by the city (at the
expense of the applicant) with the King County Division of Elections and Records. Fees change
periodically; please check with the City for Current recording fees before submitting.
APPEAL PROCESS
Pursuant to FWRC 18.30.140, any person who is mailed a copy of this decision may appeal the decision
within 14 calendar days of the date of issuance. The decision may be appealed in the form of a letter
delivered to the Community Development Department by 5:00 p.m., May 3, 2017, at the following
address: 33325 8i' Avenue South, Federal Way, WA 98003. An appeal letter must contain a clear
reference to the matter being appealed, along with a copy of the decision. A statement of the alleged
errors in the decision and required appeal fee must be included. Any additional requirements of FWRC
18.30.140 must be followed.
STATE ENVIRONMENTAL POLICI' ACT
The proposal is exempt from a SEPA threshold determination pursuant to Washinglon Adminis7ralive
Code (WAC) 197-11-800(6)(d).
DURATION OF APPROVAL
Short subdivision approval shall expire five _years from the date of this decision. Opportunities for time
extensions are available pursuant to criteria listed in FWRC 18.05.090.
REQUESTS FOR CHANGE OF VALUATION
Any affected property owners may request a change in valuation for property tax purposes,
notwithstanding any program of revaluation.
10-10=;9i-00-su Doc LD 7W1
Ms. 0-Connor
April 19, 2017
Pa`e 3
CLOSING
Any questions or concerns regarding this decision can be forwarded to Senior Planner Dave Van De
Weghe at 253-835-2638, or david.vandeweghe@cityoffederalway.com.
Sincerely,
Brian Davis
Director of Community Development
enc: Statement of Facts
Short Plat Document stamped -'Preliminary Approval'
c: Dave Van De We. -he, Senior Planner
Peter Lawrence, Plans Examiner
Kevin Peterson, Engineering Plans Reviewer
Erik Preston, Senior Traffic Engineer
I6-102595-00-SU
Doc 1 D 75651
1�kCITY OF
Federal Way
Exhibit A
FILE
Statement of Facts
Federal Way Revised Code (FWRC) Chapter 18.30, "Short Subdivision Plats"
CHERNIKOVBURLAKOv/LiSITSYN SHORT PLAT, FILE No.16-102595-00-SU
The Planning Division hereby makes the following Findings and Conclusions pursuant to content
requirements of the short subdivision written decision as set forth in Federal Way Revised Code (FWRC)
18.30.110. These facts are in reference to King County tax parcel number 072104-9097 located at 31616
6"' Ave SW, Federal Way.
Proposal — The applicant proposes to subdivide one existing 1.01 acre single-family lot into
three single-family residential lots with a shared ingress/egress and utility easement. As shown
on the short plat, the following are the total square footage for each lot: Lot 1 — 10,040 sq. ft.,
Lot 2 — 9,615 sq. ft., and Lot 3 — 10,780 sq. ft. The shared easement is 3,460 sq. ft. Tract A,
reserved for storm drainage, is 6,515 sq. ft.
2. Review Process — Pursuant to FWRC Chapter 18.30 `Short Subdivision Plats,' the proposed
short plat is subject to administrative review and decision rendered by the Director of
Community Development. The proposal has been reviewed by staff from the Department of
Community Development, Public Works, Lakehaven Utility District, and South King Fire and
Rescue. City staff used the following FWRC development regulations when reviewing the short
subdivision application: Title 14 `Environmental Policy;' Title 16 `Surface Water
Management;' Title 18 `Subdivisions;' and Title 19, `Zoning and Development Code.'
3. Comprehensive Plan and Zoning — The subject property is located within the Single -Family —
High Density Residential comprehensive plan designation and Single Family Residential
(RS_9.6) zoning designation.
4:-�= -Site Profile — The subject property is located south of Mirror Lake in the central portion of the
city, off of SW 320"' St. Access to the subject property is via 6"' Ave SW. The subject property
is rectangular shaped with 160 feet of right-of-way street frontage and 250 feet of depth.
The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County
identifies the soils in the area of the site as Alderwood gravely sandy loam (AgB), with zero to
eight percent slopes.
The site topography generally slopes down to the north. Runoff sheet flows north through
adjacent lots. It is then collected within existing catch basins along SW 316°i St. and released
into Mirror Lake.
Density and Dimensions — The minimum lot size requirement in the RS9.6 zoning designation
is 9,600 square feet. The proposal meets the density requirement as noted above. FWRC
19.200.010 "Detached Dwelling Unit" prescribes setback, height, and parking and lot coverage
requirements. Future building permit applications will be reviewed for compliance with these
provisions.
On Lot 3, the northern property line is designated as the "front" and a 20-foot setback is shown.
This meets code, although FWRC 19.05.160 also provides the option of designating the 20-foot
by 20-foot area adjacent to the access easement as the `'front" per the following graphic.
Lot 3
c•
onveway
Lot 2
for Lot 3
4
ind Access
Easement
for Lot 2
[{i[C
Lot i
- - - -� F = Front Yard
Not an arterial S = Side Yard
or principal Collector R = Rear Yard
6. State Environmental Policy Act (SEPA) — The three -lot short plat is exempt from
environmental review pursuant to Washington Administrative Code (WAC) 197-1 1-800(6)(d).
7. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was
published in the Federal Way Mirr07• and posted at the subject property and city designated
notice boards on July 29, 2016. The City did not receive any comments.
8. Critical Areas — The city's critical areas map shows no portion of the subject property within
any critical area.
9. Open Space — As the City continues to grow with each new development and increase in
residents, the need for additional recreation demand will follow. Providing open space with the
new development is necessary to address the recreation needs of the growing community. As
part of the City's Parks, Recreation, and Open Space Plan (2013) the City has adopted the
following core values, goals, and policies regarding recreation and open space:
Core Value #3: Retain and Improve Our Open Space.
Open spaces and natural areas in the City provide an array of benefits to people and wildlife
and can contribute to enhancing water quality in the community.
Core Value #5: Provide a Balance of Services for a Diverse Population.
Understanding the population being served and providing programs and opportunities that
reflect residents' needs and interests is a major goal of the Plan. Federal Way's park system
Should provide a variety of options for active and passive recreation opportunities.
Goal B.1: Improve and maintain all neighborhood parks to maximize safety, visibility,
usability, appeal, and identity.
Statement of Pacts File # 16-102595-00-SU/ Doc. I.D. 75653
Chernikov/13urlakov/Lisitsyn Short Plat Page 2
Policy B.2: Plan for improvements to neighborhood parks based on their unique potential
and designated role in the City-wide system.
Policy B.3: Explore ways to allow for informal play opportunities by incorporating
unprogrammed spaces such as fields and forested areas.
Goal C.1: Maintain City parks and open spaces so that they are inviting to users and offer
facilities and activities based on the potential of each property and community need.
Policy C.1: Develop a more recognizable and inviting park and open space system.
Goal L.1: Manage environmentally sensitive lands for long-term ecosystem health and
biodiversity of natural systems, while making them accessible to the c07171nunity.
Policy L.1: Maintain open spaces so that they are accessible to residents.
Goal N.1: Preserve privately -owned open spaces with environmental constraints through
incentive -based programs to provide `breathing-roo777'open space.
Policy N3: To gain maximum effect on overall parks and recreation system, audit and revise
City code requirements for on -site open space, and revise to require contribution to larger
parks system rather than small, on -site parcels:
As proposed, the added residents in the three -lot short plat will increase the demand for
recreation activities and usable open space. Pursuant to FWRC 18.55.060, in order to
reasonably mitigate the impact of development, the applicant is required to provide open space
in the amount of 15 percent of the gross land area of the property, which equals 6,600 sq. ft.
Approximately 2.93 percent of the gross acreage is set aside for open space in a 1,290 sq. ft.
tract. The applicant requested on July 29, 2016, to provide a fee in lieu of open space for the
additional 12.07 percent.
The Parks Department has agreed to allow the applicant to pay a fee in lieu of open space as
allowed by FWRC 18.55.060(2). The applicant provided a letter authorizing the city to use the
open space fee -in -lieu in any of the Parks Planning Areas the city wishes.
Prior to short plat recording, the applicant will be required to pay 12.07 percent of the most
recent assessed land value of the subject property pursuant to limitations set forth in FWRC
19.100.070(l ).
10. Tree and Vegetation Retention/Replacement— Single-family residential zones are required
to maintain a minimum of 25 tree units per acre. The total required tree units for the subject
property are based on the gross land area (1.01 acres). The applicant will be required to retain,
replace, or augment tree coverage as part of the building permit approval for each lot.
A note must be placed on the short plat drawing requiring the new single family building permit
applications for Lots 1, 2 and 3 to depict where the tree plantings will be located. Lots are
required to have the following tree units:
■ Lot 1 (0.27 +/- acres) - 7 tree units
+ Lot 2 (0.26 +/- acres) - 7 tree units
+ Lot 3 (0.25 +/- acres) - 7 tree units
11. Coneurreney — The city's Traffic Division reviewed the applicant's concurrency application
and concludes the proposed short subdivision will generate 5 new PM peak hour trips. Traffic
Statement of Facts File # 16-102595-00-SU/ Doc. I.D. 75653
Chernikov/Burlakov/1-isitsyn Short Plat Page 3
Division staff have determined that all intersections impacted by one or more weekday evening
peak hour trips from the proposed development would meet the level of service (LOS)
standards with programmed improvements; therefore, a Capacity Reserve Certificate was
issued June 28, 2016.
In order to mitigate the impacts of new development on the city's street infrastructure, the applicant
will be subject to the transportation impact fee (TIF). The fee will be assessed and due at the time of
plat recording.
12. Ingress/Egress — Access to all three lots will be provided via a private access and utilities
easement.
13. Street Frontage Improvements — The applicant will be required to construct curb, gutter and
five-foot sidewalk along the property frontage. A streetlight shall be installed at the existing
PSE pole across 6`i' Ave. SW. A 4-foot planter strip is not required, per the approved
modification request. In order to construct these improvements so that they align with existing
improvements to the south, approximately 2.5 feet of property will need to be dedicated to the
City. The dedication shall be via a Statutory Warranty Deed.
14. Stormwater —The proposed development meets the criteria requiring Full Drainage Review
under the 2016 King County Surface Water Design Manual (KCSWDM) and City Addendum to
the manual. Development of the site will create additional runoff from new impervious surfaces
such as streets, driveways, and rooftops. Tile applicant will be required to construct a flow
control facility to meet the Flood Problem Flow Control criteria of the 2016 KCSWDM. The
developed project will not create sufficient pollution -generating impervious surfaces that
require Water Quality treatment.
15. Fire Protection — South King Fire and Rescue reviewed the application materials. A Fire Sprinkler
System may be required for Lot 3 due to lack of Fire Apparatus access. An automatic fire detection
system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire
detection system shall be monitored by a central and/or remote station conforming to the current
requirements of the National Fire Protection Association standards and/or the fire chief or designee.
A recessed fire department "Knox" brand key box shall be installed on each building. All vehicle
access gates shall be provided with a "Knox" brand key cylinder for fire department access. An
automatic fire sprinkler system is required for any new residence built on Lot 2. The submitted
Certificate of Water Availability from Lakehaven Utility District indicates that water will be
available to the site.
16. Water and Sewer — The applicant proposes to serve the short subdivision with a public water
supply and distribution system managed by the Lakehaven Water and Sewer District. The May 17,
2016, Certificate of Water Availability indicates Lakehaven's capacity to serve the proposed
development via a water service connection application. The applicant proposes to serve the short
subdivision by a public sewer system managed by Lakehaven Water and Sewer District. A May 17,
2016, Certificate of Sewer Availability indicates the district's capacity to serve the proposed
development will require sewer service connection permits.
17. Lot Addresses — The city's Building Department has assigned the following addresses to the
proposed lots. Addresses shall be depicted on the face of the short plat docUlnent.
Lot 1-523 SW 316th PI
Statement of Facts File # 16-102595-00-SU/ Doc. I.D. 75653
Chernikov/Burlakov/Lisitsym Short Plat Pape 4
■ Lot 2 519 SW 316th Pl
• Lot 3-513 SW 316th PI
18. Short Plat Drawing — The short plat drawing requires the following modifications (prior to
final short plat approval) to comply with code requirements including Short Subdivision
Submittal Requirements Bulletin #010:
a) Correct the spelling of "CHERNIKOV" on the sheet one Dedication signature line.
b) On sheet one, delete the signature block for King County Health Department, as these lots
are served by public sewer.
c) On sheets two and three, correct the name of the street to read "6T" AVE. SW."
d) A note must be provided on the face of the plat that states an automatic fire sprinkler
system is required for any new residence built on Lot 3.
e) The applicant is required to retain, replace, or augment tree coverage as part of the
building permit approval for each lot. A note must be added to the short plat stating that at
the time of building pen -nit application, the site plans for Lots 1, 2 and 3 must depict where
the tree plantings will be located. 7 tree units are required for each lot.
f) All property owners and the PLS are required to sign the final document to be recorded.
g) Please provide the location and description of all monuments, both found and set. Provide
the date visited for the found rebar & cap. Permanent survey control monuments shall be
provided for all final recorded documents at:
0 All controlling corners on the boundaries of the land division;
0 The intersection of centerlines of roads within the land division; and
0 The beginnings and ends of curves on centerlines or points of intersections on
tangents.
Please notify staff once lot corners are set.
19. Conditions of Approval —Staff recommends the Director of Community Development include
the following conditions of approval in the short subdivision decision. Unless otherwise
permitted in FWRC 18.30.280, all conditions shall be met prior to plat recording:
1) The applicant must receive Engineering approval prior to constructing site improvements.
2) Prior to final short plat approval, the short plat drawings shall be modified pursuant to
Statement of Fact #18.
3) Prior to short plat recording, the applicant shall pay 12.07 percent of the most recent
assessed land value of the subject property as the fee in lieu of open space.
4) The applicant is required to pay a traffic impact fee (TIF). The fee will be assessed and
due at the time of plat recording.
Statement of Facts
Chernikov/Burlakov/Lisitsyn Short Plat
File # 16-102595-00-SU/ Doc. I.D. 75653
Page 5
20. Design Criteria — The proposed short subdivision satisfies applicable design standards
pursuant to FWRC Chapter 18.55 `Design Criteria' including, but not limited to, land division
design, lot design, density, and open space subject to conditions being met.
21. Engineering Requirements —The applicant must obtain authorization to proceed from the
Public Works Department prior to construction of plat infrastructure.
These findings shall not waive compliance with future City of Federal Way codes, policies, and standards
relating to this development.
Prepared by: Dave Van De Weghe, Senior Planner
Statement of Facts
Chernikov/Burlakov/Lisitsyn Short Plat
Date: April 19, 2017
File # 16-102595-00-S U/ Doc. I.D. 75653
Page 6
CITY OF
Federal Way
January 30, 2017
ESM Consulting Engineers, LLC
Kern O'Connor
33400 8 h Ave S, Suite 205
Federal Way, WA 98003
RE: File #16-102595-00-SU; 2°d Technical Review Comments Letter;
Chernikov/Burlakov/Lisitsyn Short Plat; 31616 6th Ave SW
Dear Ms. O'Connor:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
The Community Development and Public Works Departments are in receipt of your November 14, 2016
re -submittal of materials for the Short Subdivision of one existing single-family residential lot into three
single-family residential lots.
The Community Development Department has reviewed the materials and have no further comments,
however, prior to the Development Services and Traffic Divisions approval, please address the following
technical review comments:
Public Works Development Services Division
(Kevin Peterson, (253) 835-2734, kevin.peterson@cityoffederalway.com)
1) The shared access road (along the south side of Lots 1 and 2) can be within an easement, as can
the `hammerhead' turnaround portion of that road (as is currently shown on the November 2016
re -submittal). However, the `main' (east -west) portion of that easement cannot be included in the
lot areas. Please deduct that east -west easement area from the total lot areas, and provide a new
`net' lot area for Lots 1 and 2.
2) A separate response letter will be provided in regard to your request to modify the street frontage
improvements.
Public Works Traffic Division
(Erik Preston, P.E., (253) 835-2744, erik.preston@cityoffederalway.com)
1. The driveway location along the south property line means the neighbor's 6-foot wooden fence
limits the sight distance for vehicles exiting the property. The sight distance obstruction must be
removed and relocated 5 feet east and 45 feet south as measured from the NW corner of the
16-102595-00-SU
\\CFWFII.EI\Applications\CSDC\PROD\docs\save\139762_75327_30104907 DOC
fence. The applicant is responsible for providing the required sight triangle by moving or
removing the obstruction on the neighboring property. If proper sight distance cannot be
achieved, then the driveway location needs to change in order to provide adequate sight distance
to the intersection with SW 317ffi PI to the south.
2. A sidewalk transition is required at the north end of the property between the sidewalk and
roadway shoulder.
Please provide the additional requested information and revise the plans accordingly, and provide 4
copies of each to the Permit Center. If you have any questions, please feel free to contact me at
(253) 835-2734, or via e-mail at kevin.peterson@cityoffederalway.com.
Sincerely,
Kevin Peterson
Engineering Plans Reviewer
KP:mt
cc: Dave Van De Weghe, Senior Planner
Erik Preston, Senior Traffic Engineer
Dayfile
16-102595-00-SU
\\CFWFQ.EI\Applications\CSDC\PROD\docs\save\139762 75327 30104907 DOC
King County Department of Assessments
King County Administration Bldg.
500 Fourth Avenue, Room 740
Seattle, WA 98104-2384
(206) 263-2323 FAX (206) 296-0106
November 19, 2020
DESIREE WINKLER
33325 8TH AVE SOUTH
FEDERAL WAY, WA 98003
Dear Desiree,
John Wilson
Assessor
We received the City of Federal Way Short Plat 16-102595-00-SU. The parcel number is
072104-9097.
However, we are unable to process this project. There are two tracs being .created as part of this
short plat. Tracts must be conveyed and the interest of each owner needs to be stated. The current
language does not do this. A suggestion is to insert language such as,"All conveyances of Lots
1,2 & 3 must include a joint 113 interest in Tract A" and the same for Tract B.
This way title companies know to assign the correct interest to the future owners of the lots.
Sincerely,
Mark Baker
Abstract Technician
King County Department of Assessments
31919 1s* Ave S, Suite 101 Federal, Way, WA 98003 253-925.5565 1253.925.5750 (f)
Affidavit of Publication
Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The
Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English
language continually as a weekly newspaper in Federal Way, King County, Washington, and is
now and during all of said time has been printed in an office maintained by the aforementioned
place of publication of said newspaper.
That the annexed is a true copy of a legal advertisement placed by
City of Federal Way - Community Development
as it was published in regular issues (and not in supplemental form) of said newspaper once
each week for a period of one consecutive week(s), commencing on the 29th day of July 2016,
and ending on the 29th day of July 2016 , both dates inclusive, and that such newspaper was
regularly distributed to its readers during all of said period.
That the full amount of the fee charged for the foregoing publication is the sum of 1$ 12.48,
which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020.
Subscribed to and sworn before me this 12th day of August 2016.
Notary Public in and for the State of Washington,
Residing at Buckley
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Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Chernikov/Burlakov/Lisitsyn Short
Plat
Project Description: Proposed short subdivision of
one existing 2.1-20re single-family lot Into three
single-family lots. The subject property is zoned
Single Family (RS9.6).
Agert: Ketri O'Connor, ESM Consulting Engineers,
33400 8th Ave. S.. Suite 205, Federal Way, WA
98003
Project Location: 6th Ave SW, belween SW 316th
& SW 317th, Federal Way. Tax Pan:41 ID #072104-
9097
Date of Application: May 27, 2016
Date Determined Complete: July 25, 2016
Date of Notice of Application: July 29, 2016
Requested Decision and Other Permits Included
with this Application: The applicant requests a
short subdivision declsion (File #16-102595-00-
SU) issued by the Director of Community Develop-
ment pursuant to Federal Way Revised Code
(FWRC) Chapter 18.30. The department has deter-
mined the application is categorically exempt from
threshold determination procedures pursuant to
State Environmental Policy Act (SEPA) Rules 197-
11-800(6).
Environmental Document: Preliminary Technical
Information Report
Development Regulations to Be Used for Project
Mitigation: FWRC T& 16 'Surtaoe Water Manape-
ment;' Title 18 'Subdivisions;' Tale 19.'Zoning and
Development Code.'
Consistency with Applicable City Plans and Regula-
tions: The project will be reviewed for consistency
with all applicable codes and regulations including
The Federal Way Revised Code; 2009 King County
Surface Water Design Manual as amended by the
City of Federal Way, and Public Works Department
Development Standards.
Public Comment & Appeals: The official project file
is available for public review at the Community De-
velopment Department (address below). Any per-
son may submit written comments on the short
subdivision application to the Director of Commu-
nity Development by August 15, 2016. Only per-
sons who submll written documents to the Direc-
tor, or specifically request a copy of the original
decision may appeal the Director's decision.
Availability of File and Environmental Document:
The otRWI project file and referenced environmen-
tal document are available for public review during
normal business hours at the Community Develop-
ment Department, 33325 8th Avenue South, 2nd
Floor, Federal Way, WA 98003.
Staff Contact: Dave Van De Weghe, Senior Plan-
ner, 253-835-2638,
davld.vandeweghef8c tyoffederalway.Com
Printed in the Federal Way Mirror Juy 29, 201 B.
FWM 2373
RESUBMITTED
MAR 16 2017
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
CONSULTING ENG;NEE
March 16, 2017 Job No.1876-001-015
Mr. Kevin Peterson
Engineering Plans Reviewer
City of Federal Way
33325 8`h Ave S
Federal Way WA 98003-6325
RE: Permit #16-105479-00-SM; File #16-102595-00-SU; 2nd Technical Review
Comments Letter, and Response to Modification Request; Chemikov Short Plat;
31616 6th Ave SW
Dear Kevin:
We are resubmitting the Chemikov Short Plat revised plan set and revised supplemental
materials for review and approval as outlined below. ESM Consulting Engineers is
providing this response to two separate letters received from Public Works in regards to
the Cherikov Short Plat Application. The first part of this letter is a response to the 2Ind
round of technical review comments received by ESM Consulting Engineers dated
January Will, 2017. The second part of this letter is a response to the correspondence
received from EJ Walsh, regarding our modification request dated February 9, 2017.
As part of this resubmittal for Short Plat review, the following materials are included:
1. This letter (2 copies);
2. Preliminary Technical Information Report (2 copies);
3. Chemikov Plat Photometric Analysis (7 copies);
4. Preliminary Engineering & Tree Retention Plan (7 copies);
5. Preliminary Site Cross Sections (7 copies);
6. Short Plat Plans (7 copies);
7. Lot Closures (2 copies).
For the purposes of this narrative we have copied the City comments below in italics and
have provided our responses in Bold.
Technical Review Comment and Applicant Response
Public Works Development Services Division
(Kevin Peterson, (253) 835-2734, kelvin., neterS017&0yoffederalwau001n)
ESM Federal Way
ESM Everett
Civil Engineering Land Planning
33400 8th Ave S, Ste 205
1010 SE Everett Mall Way, Ste 210
Land Surveying Landscape Architecture
Federal Way, WA 98003
Everett, WA99208
253.838.6113tel
425.297.9900tel
31D Laser5canning GIs
800.345.5694 toll free
800.345.5694 toll free
www.esmcivil.com
253.838.7104 fax
425.297,9901 fax
Mr. Kevin Peterson
March 16, 2017
Page 2
The shared access road (along the south side of Lots 1 and 2) can be
within an easement as can the hammerhead' turnaround portion of that
road (as is currently shown on the November 2016 re -submittal). However,
the main' (east -west/ portion of that easement cannot be included in the
lot areas Please deduct that east -west easement area from the total lot
areas, and provide a new ner lot area for Lots 1 and 2.
The shared access road has been relocated to the north portion of the site,
just south of the storrnwater pond. Updated lot areas less the 20' access
easement are depicted on sheet 2 of 3 of the short plat plans.
2. A separate response letter will be provided in regard to your request to
modify the street frontage improvements
This letter also includes responses for the modification request
Public Works Traffic Division
(Erik Preston, P.E., (253)835-2744 erikorestongcity_oftederalwaycom)
The driveway location along the south property line means the neighbor's
5-foot wooden fence limits the sight distance for vehicles exiting the
property. The sight distance obstruction must be removed and relocated 5
feet east and 45 feet south as measured from the NW comer of the fence.
The applicant is responsible for providing the required sight triangle by
moving or removing the obstruction on the neighboring property. if proper
sight distance cannot be achieved, then the driveway location needs to
change in order to provide adequate sight distance to the intersection with
SW 317th PI to the south.
The proper sight distance could not be achieved when the driveway was
located at the southern portion of the property. The revised plans show that
the shared access driveway has been relocated to the northern portion of
the property, just south of the stormwater pond. The fence on the northern
portion of the property is a 3-foot high, chain link fence and does not
obstruct the site distance triangle.
2. A sidewalk transition is required at the north end of the property between
the sidewalk and roadway shoulder.
Installation of the street frontage improvements will include an asphalt
ramp. This is similar to what exists at the end of the improvements at the
southwest comer of the project site where rolled curb and concrete
sidewalk terminates.
Modification Reguest Comment and Response
The following address the various elements ofyourrequest.
Your request to eliminate the 4-foot planter strip along your frontage is
approved. The applicant will be required to construct curb, gutter, and 5-
Mr. Kevin Peterson
March 16, 2017
Page 3
foot sidewalk along the property frontage, and eliminate the 4-foot planter
strip;
Thank you. Sheet C1 of the preliminary engineering plans depicts vertical
curb and 5' of sidewalk along the property frontage.
2. Your request to install rolled curb and gutter is denied. The existing rolled
curb and gutter that lies to the south of yourproject was constructed before
City incorporation, and the City only allows vertical curb and gutter in its
new roadway sections. /t's acknowledged that some form of transition from
rolled- to vertical- curb and gutter will be required at the south end of the
Improvements, and this transition section will need to be shown on the final
engineering plans;
This transition from rolled curb to vertical curb is shown on sheet C1 of the
preliminary engineering plans.
3. The current engineering plan shows the proposed curb, gutter and
sidewalk to 'veer' slightly back to the west into the northbound lane of
travel. Given that the existing roadway is fairly narrow in nature, veering of
the alignment is a potential safety hazard and is not allowed. The proposed
new improvements will need to align with the existing improvements to the
south of your project. Additional property may need to be dedicated to the
City so that the new sidewalk is completely within the City right of way. The
City will waive the required 3-foot utility strip behind the sidewalk in order to
minimize the amount of property needed for right of way, however, the
applicant may need to provide an easement along the property frontage in
order to install other utilities;
A transition from vertical curb to rolled curb is shown on the southern
portion of the property frontage. The preliminary engineering plans depict a
2.5-foot ROW dedication to allow the concrete sidewalk to match existing
improvements to the north and south. The proposed sidewalk no longer
veers to the west and instead transitions to the east along the length of the
frontage and ties into the existing edge of pavement
4. Your request to waive street lighting is denied. A streetlight shall be
installed at the intersection of the proposed shared access driveway and
6th Ave SW. The streetlight would have to be behind the new sidewall� so
an easement may have to be granted to the City where the streetlight is
located. Alternatively, if it can be shown through a photometric plan that
meets City lighting standards, a streetlight mounted to an existing utility
pole in the immediate vicinity of the noted intersection, may be allowed;
Included with this resubmittal is a photometric analysis prepared by
Intolight This analysis shows that installation of a 102 watt LED Cobra
Head luminaire on the existing wooden utility pole would provide 0.84c
average at 4.2 uniformity ratio. This photometric plan demonstrates that
lighting on the pole across the street meets City lighting standards.
Mr. Kevin Peterson
March 16, 2017
Page 4
Additional Condition ofApproval.-
5. The existing 6-1oot high board fence on the property to the south of your
applicants (at 538 SW 317th Place) causes a sight -distance obstruction for
vehicles exiting the proposed short plat shared access road. In order to
mitigate this obstruction, the applicant w/l/ have to remove/relocate that
section of fence to obtain a clear sight distance. Altemative/y, the shared
access roadway may need to be relocated so that a clear sight distance
can be obtained without removal of that fence. The conditions of this right-
of-way mod/fication will be applicable for a period of one year /f preliminary
short plat approval is not issued within the one year time period, this waiver
will be void, and a new request for modification must be submitted;
The shared access roadway has been relocated to the northern portion of
the property, just south of the stormwater pond. This relieves any sight
distance issues for the shared access drive.
We understand that this letter and accompanying plans and materials constitute a
complete resubmittal to resume the review of this Preliminary Short Plat application.
Please feel free to contact us immediately if you have any questions or need additional
information.
Thank you for your attention to this project and we look forward to processing this
application with you and the City.
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
G�
EVAN MANN
Senior Planner/Associate
Enclosures
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LED CHFL ON 8' ARM
MOUNT AT 27'
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INSTALL INTOLIGHT TAG
STREET LIGHT TABLE
SL # TAG # GRID # POLE MH LUMINAIRE ARM SCHED
SLl 3�� EXISTING S:UD1] 27 102W LLD HEAD FLATCOBRA LENS $ 53 LED
163344
W/0 #
— FOREMAN 1ZBOX WHEN COMPLETED)
❑ Street LFyhts Enarylzed
❑ PSE Equipment LOCKED/SECURED & Work Area left in CLEAN 78AFE Condition.
0 Grid, Cable, and s-mkch numbers INSTALLED d VERIFIED_
❑ Field Changes RED-I.I NED on As-bullt.
eMaterial VERIFIED and CI-MGES noted on Papery°*.
Company IDWs RECOR E�coreei roeati°n on As -bum
❑ Indicate boract FUSE SIZE on As-buIll A VER FY proper PHASE.
❑ Correct QC Checklist(s) reviewed.
❑ Deviations noted on the As -built and their reason.
❑ 1 certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
PLAT ENERGIZED YES ❑ NO ❑
Foreman's Signature
Pdnt Neme Date
PROJECT PHASE
NOTIF#
ORDER#
PWR Superior
St Light
Replace
Removal
Temporary
Job Order
105
GAS Distribution
HP Main
HP Svc/MS
CABLE TV
PHONE
Project Manager Contact Information:
MICHAEL HAMMONS
425 765 1395 Cell Phone
Vicinity Map
THOMAS GUIDE P
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MAR 16 2017
CITY OF FF-DF LPME I WAY
N
Owner/Developer Contact Info
ESM CONSULTING ENGINEERS
ATTN: EVAN MANN 253-838-6113 office
C)
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Developer
Yes Yes ESE For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required" I
6-No
CALL (800) 424-5555
"Outages Required"
Yes No
2 BUSINESS DAYS BEFORE YOU DIG
"Flagging Required"
eS No THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CORRECTIVE I REAL ESTATE/EASEMENT
PERMIT
X NEW BUSINESS
❑ 10 DAY WAIVED
N/A N/A
3
FUNCTION
CONTACT PHONE NO DATE
2
ACCOUNT MGR
D. TROUPE 425 456 2526
1
ENGR - POWER
LANE MAHLERi 425 462 3624
REV# BY
DESCRIPTION ENGR - GAS
COUNTY Emer Sect
Gas Wk Ctr POWER WK CTR DRAWN BY
LANE MAHLER 425 462 3624 2.22.17
KING
3515 CHECKED BY
1/4 SEC OP MAP
PLAT MAP APPROVED BY
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FOREMAN #1
U-MAP NO (POWER) OH CKT MAP UG CKT MAP CIRCUIT NO FOREMAN #2
2204EO80 2204EO84
2204EO80 ZEN-25 MAPPING
JOINT FACILITIES ARRANGEMENTS
UTILITIES FRONTIER COMCAST
N/A N/A
CONTACT
N/A N/A
N/A N/A
PHONE#
N/A N/A
N/A N/A
INCIDENT MAOP
PUGETh
SOUND
CHERNIKOV PLAT
Gas Order Elect Order
105
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INSTALL STREET LIGHT
PAGE
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—31650 6TH AVE SW, FEDERAL WAY WA
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bkITY D15CFJ
WATER CERMC
Lakehaven Utility District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion,
reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in
Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other
❑ Subdivision 10 Short Subdivision ❑ Binding Site Plan
❑ Rezone ❑ Boundary Line Adjustment
❑ Other (specify/describe)
Tax Parcel Number(s): 0721049097 Site Address: 31616 6th Ave 5W._.i+ederal WaWay Lakehaven Grid: H-08
Ex. Bldg. Area to Remain: N/A New Bldg. Area Proposed: 2 500+/- sf per lot (3)
Applicant's Name: Vladimir Chernikov
WATER �_;XS_TEM M08MATION
1. ® Water service can be provided by service connection to an existing B" diameter water main that is approximately 12+ - feet
from the site.
2. ❑ Water service for the site will require an Improvement to Lakehaven's water distribution system of:
❑ a. feet of " diameter water main to reach the site; and/or
❑ b. The construction of a water distribution system on the site; and/or
❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or
constructed; and/or
❑ d. Other (describe):
3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan.
❑ b. The existing water system is not In conformance with Lakehaven's Comprehensive Water System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted
Boundary Review Board approval for extension of water service outside of Lakehaven's water service area.
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Water service is subject to:
® a. Payment of connection charges (to be determined by Lakehaven);
® b. Proof or reservation of easement(s) as required by Lakehaven (private, for building supply lines for proposed Lots 2
and 3);
® c. Other: water service Connection a piication required, for each new service or modifirption to existiILtL
service/meter.
Comments/special conditions: The existing Will need to be evaluated under C to determineif it'
adeay to fort the proposed nt w us .
The nearest fire hydrant is approximately 10+ - feet from the Property (as shown on map on the back of this page).
Fire Flow at no less than 20 psi available within the water distribution system is 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. Hydraulic
model results (FF #283) Indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate
above 3 100+ - gpm. Fire flow rates greater than this may be accommodated through water distribution system improvements,
contact Lakehaven for additional Information.
538 Pressure Zone Property Elevations (GIs): High 320+/-, Low 320+/- Est. Pressures (psi): Min. 85, Max. 94
I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR I I
ZSignature: - Date: � 1 7 l 1
Chernikov wtr 0721049097.docx (2/22/16) Page 1 of 2
r
D721049222
0721049223
0721049165
31606
521
511
072 04916
501
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VJDTE* takehaven t8uay D[strtct Water Certificate of Availability
?•It rather warrants nor guarantees the
accuracy of any facility information Parcel 0721049097
provided. Facility locations and a s0 100
ccrrddtons are subject to field
"NENY tll veriftation. Feet 5117/2016 BIA
Chernikov wtr 0721049097.docx (2/22/16) Page 2 of 2
#' D
bTILITy D1 R1
Lakehaven Utility District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 # Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion,
reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in
Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other
❑ Subdivision ® Short Subdivision ❑ Binding Site Plan
❑ Rezone ❑ Boundary Line Adjustment
❑ Other (specify/descrlbe)
Tax Parcel Number(s): 0721049097 Site Address: 31616 6th Ave SW F de Lakehaven Grid: H-08
Ex. Bldg. Area to Remain: N/A New Bldg. Area Proposed: 2.500+/- sf per lot (3)
Applicant's Name: Vfadirnir ChernikoY
SEWER SYSTEM INFORMATION
1. 0 sewer service can be provided by service connection to an existing 8" diameter sewer main that is approximately 30+/- feet
from the site and the sewer system has the capacity to serve the proposed land use.
2. ❑ Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of:
❑ a. feet of " diameter sewer main or trunk to reach the site; and/or
❑ b. The construction of a sanitary sewer collection system on the site; and/or
❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or
constructed; and/or
❑ d. Other (describe):
3. ® a. The existing sewer system Is In conformance with Lakehaven's Comprehensive Wastewater System Plan.
❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ® a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted
Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area.
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Sewer service Is subject to:
® a. Payment of connection charges (to be determined by Lakehaven);
® b. Proof or reservation of easement(s) as required by Lakehaven (private, for building sewer lines for proposed Lots 2
and 3);
® c. Other: Sewer Seaice Connection Permit reauOred. for each fot, Each I t shall have Its own, sgparaLe sewer service
line & connection to existinge r main.
Comments/special conditions: The property has n r existing sewerI conngftign.
I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING_ SUPERVISOR
V7 _ Z Signature: - _ Z ".... , 1i Date: ! / b
Chernikov swr 0721049097.docx (2/22/16) Page 1 of 2
T40T , w«f,aven tJtuRy rasstrict Sewer Certificate of Availability
neither warrants nor guarantees the Parcel 0721049097
l accuracy of any Facility information
provided. FacitRy locations and G tun
U . ! ►a�+3_ condh[cm are subject to Field
fiLi1q tyfti7�" verification. Feel 5/17/2016 BIA
Chernikov swr 0721049097.docx (2/22/16)
Page 2 of 2
March 16, 2017
Mr. Kevin Peterson
Engineering Plans Reviewer
City of Federal Way
33325 8th Ave S
Federal Way WA 98003-6325
RESUBMITTED
MAR 16 2017
MY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
ENGINEERS LLC
Job No.1876-001-015
RE: Permit #16-105479-00SM; File #16-102595-00SU; 2nd Technical Review
Comments Letter, and Response to Modification Request; Chemikov Short Plat;
31616 6th Ave SW
Dear Kevin:
We are resubmitting the Chernikov Short Plat revised plan set and revised supplemental
materials for review and approval as outlined below. ESM Consulting Engineers is
providing this response to two separate letters received from Public Works in regards to
the Chernikov Short Plat Application. The first part of this letter is a response to the 2`,d
round of technical review comments received by ESM Consulting Engineers dated
January 30th, 2017. The second part of this letter is a response to the correspondence
received from EJ Walsh, regarding our modification request dated February 9, 2017.
As part of this resubmittal for Short Plat review, the following materials are included:
1. This letter (2 copies);
2. Preliminary Technical Information Report (2 copies);
3. Chernikov Plat Photometric Analysis (7 copies);
4. Preliminary Engineering & Tree Retention Plan (7 copies);
5. Preliminary Site Cross Sections (7 copies);
6. Short Plat Plans (7 copies);
7. Lot Closures (2 copies).
For the purposes of this narrative we have copied the City comments below in italics and
have provided our responses in Bold.
Technical Review Comment and Applicant Res ❑nse
Public Works Development Services Division
(Kevin Peterson, (253) 835-2734, kevinpetersongcltvoffederalwaYcom
ESM Federal Way
ESM Everett
Civil Engineering Land Planning
33400 Sth Ave S, Ste 20S
1010 SE Everett Mall Way, Ste 210
Land Surveying Landscape Architecture
Federal Way, WA 98003
253.838.6113tel
Everett, WA 98208
425.297.9900tel
3D Laser Scanning GIS
800.345.5694 toll free
800.345.5694 toll free
www.esmcivil.com
253.838.7104fax
425.297.9901fax
Mr. Kevin Peterson
March 16, 2017
Page 2
The shared access road (along the south side of Lots 1 and 2) can be
within an easemen4 as can the hammerhead' turnaround portion of that
road (as is currently shown on the November 2016 re -submittal). However,
the main' (east -west) portion of that easement cannot be included in the
lot areas Please deduct that east -west easement area from the total lot
areas, and provide a new net' lot area for Lots 1 and 2.
The shared access road has been relocated to the north portion of the site,
just south of the stormwater pond. Updated lot areas less the 20' access
easement are depicted on sheet 2 of 3 of the short plat plans.
2. A separate response letter will be provided in regard to your request to
modify the street frontage improvements
This letter also includes responses for the modification request
Public Works Traffic Division
(Erik Preston, P.E., (253) 835-2744, erik,preston&i offederalwaucom)
>. The driveway location along the south property line means the neighbor's
6-foot wooden fence limits the sight distance for vehicles exiting the
property. The sight distance obstruction must be removed and relocated 5
feet east and 45 feet south as measured from the NW comer of the fence.
The applicant is responsible for providing the required sight triangle by
moving or removing the obstruction on the neighboring property. if proper
sight distance cannot be achieved, then the driveway location needs to
change in order to provide adequate sight distance to the intersection with
SW 317th PI to the south.
The proper sight distance could not be achieved when the driveway was
located at the southern portion of the property. The revised plans show that
the shared access driveway has been relocated to the northern portion of
the property, just south of the stormwater pond. The fence on the northern
portion of the property is a 3-foot high, chain link fence and does not
obstruct the site distance triangle.
2. A sidewalk transition is required at the north end of the property between
the sidewalk and roadway shoulder.
Installation of the street frontage improvements will include an asphalt
ramp. This is similar to what exists at the end of the improvements at the
southwest comer of the project site where rolled curb and concrete
sidewalk terminates.
Modification Request Comment and Response
The following address the various elements ofyour request,
Your request to eliminate the 4-foot planter strip along your frontage is
approved. The applicant will be required to construct curb, gutter, and 5-
Mr. Kevin Peterson
March 16, 2017
Page 3
foot sidewalk along the property frontage, and eliminate the 4-foot planter
strip;
Thank you. Sheet C1 of the preliminary engineering plans depicts vertical
curb and 5' of sidewalk along the property frontage.
2. Your request to install rolled curb and gutter is denied The existing rolled
curb and gutter that lies to the south of your project was constructed before
City incorporation, and the City only allows vertical curb and gutter in its
new roadway sections its acknowledged that some form of transition from
rolled- to vertical- curb and gutter will be required at the south end of the
improvements, and this transition section will need to be shown on the final
engineering plans
This transition from rolled curb to vertical curb is shown on sheet C1 of the
preliminary engineering plans.
3. The current engineering plan shows the proposed curb, gutter and
sidewalk to 'veer' slightly back to the wes4 into the northbound lane of
travel. Given that the existing roadway is fairly narrow in nature, veering of
the alignment is a potential safety hazard and is not allowed. The proposed
new improvements will need to align with the existing improvements to the
south of your project Additional property may need to be dedicated to the
City so that the new sidewalk is completely within the City right of way. The
City will waive the required 3-foot utility strip behind the sidewalk in order to
minimize the amount of property needed for right of way, however, the
applicant may need to provide an easement along the property frontage in
order to install other utilities;
A transition from vertical curb to rolled curb is shown on the southern
portion of the property frontage. The preliminary engineering plans depict a
2.5-foot ROW dedication to allow the concrete sidewalk to match existing
improvements to the north and south. The proposed sidewalk no longer
veers to the west and instead transitions to the east along the length of the
frontage and ties into the existing edge of pavement
4. Your request to waive street lighting is denied. A streetlight shall be
installed at the intersection of the proposed shared access driveway and
6th Ave SW. The streetlight would have to be behind the new sidewalk so
an easement may have to be granted to the City where the streetlight is
located. Alternatively, if it can be shown through a photometric plan that
meets City lighting standards, a streetlight mounted to an existing utility
pole in the immediate vicinity of the noted intersection, may be allowed;
Included with this resubmittal is a photometric analysis prepared by
Intolight This analysis shows that installation of a 102 watt LED Cobra
Head luminaire on the existing wooden utility pole would provide 0.84fc
average at 4.2 uniformity ratio. This photometric plan demonstrates that
lighting on the pole across the street meets City lighting standards.
Mr. Kevin Peterson
March 16, 2017
Page 4
Additional Condition ofApprovak
5. The existing 6-foot high board fence on the property to the south of your
applicants (at 538 SW 3171h Place) causes a sight -distance obstruction for
vehicles exiting the proposed short plat shared access road. In order to
mitigate this obstruction, the applicant will have to remove/relocate that
section of fence to obtain a clear sight distance. Alternatively, the shared
access roadway may need to be relocated so that a clear sight distance
can be obtained without removal of that fence. The conditions of this right-
of-way modification will be applicable for a period of one year. If preliminary
short plat approval is not issued within the one year time period, this waiver
will be void, and a new request for modification must be submitted;
The shared access roadway has been relocated to the northern portion of
the property, just south of the stormwater pond. This relieves any sight
distance issues for the shared access drive.
We understand that this letter and accompanying plans and materials constitute a
complete resubmittal to resume the review of this Preliminary Short Plat application.
Please feel free to contact us immediately if you have any questions or need additional
information.
Thank you for your attention to this project and we look forward to processing this
application with you and the City.
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
EVAN MANN
Senior Planner/Associate
Enclosures
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NSULTING ENGINEERS
�% g
Job No. 1876-001-015
RESUBMITTED
Mr. Dave Van De Weghe NOV-1 6 2016
City of Federal Way 333258 1hAve S CITY OF FEDERAL WAY
Federal Way, WA 98003 CDS
RE: File 16-102595-00-SU; Chernikov Short Plat Resubmittal & Modification Request;
31616 - 6th Ave SW, Federal Way
Dear Dave:
Please accept this letter and accompanying materials for the resubmittal of the
Chernikov/Burlakov/Lisitsyn Short Plat.
Based on the letter received from the City on July 25, 2016, we have compiled the
updated documents for resubmittal to allow continued processing of the Short Plat
application which was previously submitted on May 27, 2016. The following items are
being resubmitted for your consideration:
Short Plat:
o Preliminary Technical Information Report; ESM Consulting Engineers - dated
November 10, 2016.
o Preliminary Engineering Plan (Revised); ESM Consulting Engineers
o Short Plat Drawing (Revised); ESM Consulting Engineers
Please review the revised documents and provide us with your approval to proceed with
final short plat recording. If there are additional comments or changes required, please
provide those as soon as possible so we can make the changes and provide another
revised copy of the short plat. For clarity purposes we have copied the City's Technical
Comments below in Italics and have provided our responses in Bold.
PLANNING DIVISION
1) The site is located within the Tacoma Smelter Plume, containing 40.1 ppm-100.00
ppm of arsenic. For further information, please contact Eva Barber, Technical
Assistance Coordinator at the Department of Ecology, Toxics Cleanup Program at
(360) 407-7094 or eva.aarbefQecy wa goo
ESM Federal Way
ESM Everett
Civil Engineering Land Planning
33400 8th Ave S, Ste 20S
1010 SE Everett Mall Way, Ste 210
Land Surveying Landscape Architecture
Federal Way, WA 98003
Everett, WA 98208
GIS
253.838.6113te1
425.297.9900tel
3D Laser Scanning
800.345 . 5694 toll free
800.345.5694 toll free
www.esmcivil.com
253.838.7104 fax
425.297.9901 fax
Mr. Dave Van De Weghe
November 14, 2016
Page 2
GeoResources performed an arsenic review of the site to include soil samples that
were analyzed by Spectra Labs. It was determined per the included Summary of
Arsenic Sampling Letter included with this resubmittal that the soil sampled did not
have arsenic or lead levels that exceed the Model Toxics Control Act (MTCA) levels.
Based on the results of the soil sampling program, the site does not require
remediation.
2) 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 at the discretion of the Parks Director if open space is provided onsite, it
shall be provided in its own tract As with other tracts, an open space tract cannot
count towards the minimum lot area of the lots
The minimum open space requirement for the short plat is 15% of the property total
area or 6,600 SF. 4,713 SF of open space has been provided and is shown in Tract
B on the short plat The area provided as open space is 71 % of the required 6,600
SF. The provided open space is the maximum square footage that the applicant
can feasibly provide. The applicant will provide a fee in lieu of open space for the
1,887 SF (29%) that the open space tract is deficient In our previous
correspondence via email you indicated that the fee in lieu of open space is 15% of
the assessed property value at the time of plat approval. In this case, the current
assessed value is $124,000. 15% x $124,000 = $18,600 (fee in lieu cost). As we are
providing 71 % of the required open space we will need to pay 29% of the fee in
lieu cost 29% x $18,600 = $5,394. With this letter we request that the Parks Director
accept a fee in lieu payment for a portion of the open space requirement for the
short plat
3) The plat will be subject to tree density requirements of FWRC 19.120.130(1); note
that 25 tree -units per acre are required for single-family zoned sites 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 19.120130
The tree and vegetation plan must clearly show where the tree units are to be
located. The formal application must indicate what trees are to be removed.
The total site area is 42,110 sf (96 acres) and requires a total of 24 tree units be
retained or provided as part of the plat There are currently 2 trees on the site: 1 -
30" Cottonwood, 1 - 18" Alder. These trees qualify for 5.5 tree units. As such, the
site will require 18.5 trees to be planted. A total of 20 tree units are proposed to be
planted in the open space tract These trees are shown on the Preliminary
Engineering and Tree Retention Plan. A formal landscape plan with species type
and size will be provided during final engineering.
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION
Short Plat-
1) The surveyor shall seal the lot closure calculations
Mr. Dave Van De Weghe
November 14, 2016
Page 3
Revised lot closure calculations have been provided with this resubmittal. The lot
closure calculations have been stamped by the surveyor.
2) The SP drawing is plotted on an older version of the City's SP title block The SP
shall be plotted on the most current title block
The plans have been updated onto the most current title block
3) Add the City File number in the space provided on the SP title block
The City File number has been provided on the short plat title block
4) The detention pond shall be located within a tract separate from the lots This will
affect the proposed lot sizes
The pond has been placed in a separate tract and the lot sizes have been updated.
5) The turnaround portion of the access road/tract may be placed within an
easement on Lots 1 and 2, and that area can be included in the lot size
calculations
The access road/tract has been changed to an easement on lots 1 and 2.
Preliminary Engineering Plan and Technical Information Report (TIR):
1) The interior pond walls shall be of reinforced concrete, per the requirements of the
King County Surface Water Design Manual (KCSWDM)
The pond wall has been changed to reinforced concrete.
2) Since the pond will be privately owned, the entire pond perimeter may be vertical
retair7i17g walls (although an access road is still needed to access the pond
bottom and the outlet structure)
Acknowledged. The pond wall has been adjusted.
3) The TlR (Table 4.2) indicates that the lots will contain approximately 2,500 SF of
impervious surface in the developed condition; however, the KCSWDM requires
that the developed condition be modeled assuming 4, 000 SF per lot Additionally,
this table also includes the pond as impervious area. The City does not require
the pond surface to be included in the developed land use condition. The
calculations will need to be revised to reflect the above information.
The pond calculations have been changed to model the 3 lots as 4,0000 sf
impervious area per lot The pond surface has been changed to be pervious area.
Mr. Dave Van De Weghe
November 14, 2016
Page 4
4) The access road requires a minimum of a 32-foot radius (each side) where it
connects to the public roadway.
Per our conversations with you, as the roads will be private they will access 6th
Place SW with a driveway type access. This includes a curb cut and will not
require a full 32-foot radius.
PUBLIC WORKS TRAFFIC DIVISION
Show the necessary street frontage improvements on 61h Ave SW frontage for a Type 'S"
street; consisting of curb and gutter, 4-foot planter strip with street trees, 5-foot sidewalks,
and street lights; or 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 $160.00.
With this letter and accompanying fee the applicant requests a modification to the
street frontage improvements that are required along 6th Ave SW. The short plat
has 164 linear feet of frontage along 61h Ave SW. There are currently no frontage
improvements on either side of the road along the site frontage or the frontages
to the north. To the south of the site there is rolled curb and a 5' sidewalk on the
east side of 6th Ave SW. There are no planter strips or street lights along 6th Ave
SW. The rolled curb and sidewalk end at approximately the southwest corner of
this proposed short plat. We request that the City grant a modification to allow
the applicant to construct street frontage improvements that match the existing
improvement to the south of the site. This includes the construction of rolled
curb and 5' wide sidewalk along the east side of 6th Ave SW for approximately 164
linear feet. We request that the City waive the requirement for street lights and
planter strip along the frontage. These improvements will be consistent with the
surrounding neighborhood and will provide for safe walking conditions along the
front of the property.
It is our understanding that the above items constitute a complete resubmittal for the
applications with the City of Federal Way. Should you have any questions, or require any
additional information, please contact me immediately. We look forward to working with
you on this project.
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
K RRI O'CONNOR
Assistant Planner
CC: Enclosures
Ilesm8lengrlesm-jobs11876100110151documentlletter-001.doc
Ph. 253-896-1011
Fx. 253-896-2633
ESM Consulting Engineers
33400 8th Avenue South #205
Federal Way, Washington 98003
Attn: Mr. Evan Mann
GeoResources, LLC
5007 Pacific Hwy. E, Suite 16
Fife, Washington 98424
octAF$ URM ITTE D
NOV-16 2016
CITY OF FEDERAL WAY
CDS
Summary of Arsenic Sampling Letter
31616 — 6th Avenue SW
Federal Way, Washington
PN: 0721049097
Doc ID: ESM.Chernikov.AR.L
INTRODUCTION
This proposed remedial plan is based on the information provided in the Tacoma
Smelter Plume Model Remedies Guidance document prepared by the Washington State
Department of Ecology (June 2012, Publication 12-09-086-A). Soil sample locations and
depths were selected according to the site plan provide by you and based on the prescriptive
WDOE arsenic sampling guidelines. This letter summarizes the results of our soil sampling,
laboratory results, and our review of the available information for the area. The arsenic
contaminant sampling conducted by GeoResources, LLC indicates that the upper 12 inches of
topsoil sampled did not have arsenic or lead levels that exceed the Model Toxics Control Act
(MTCA) levels. Based on the results of the soil sampling program, the site does not require
remediation.
The site is located at 31616 — 6th Avenue SW in Federal Way, Washington. A project
location map is included as Figure 1. We understand that the project consists of a proposed
short plat on a relatively flat parcel.
Sampling Analysis Results
A total of 16 locations were soil sampled across the site and submitted to Spectra
Laboratories for arsenic and lead levels at depths of 0 to 6 inches and 6 to 12 inches below
existing grade. Soil sample locations are depicted on Figure 2. Soil sample depths are
included in Table 1. All arsenic test results were less than 5ppm and lead test results ranged
from less than 4 to 15 ppm. All arsenic and lead samples were reported below the maximum
(any one sample) MTCA cleanup levels of 40 ppm for arsenic and 500 ppm for lead,
respectively. The laboratory test results for total arsenic and lead content for the surficial and
near surface soils are summarized in Table 1. Laboratory documentation sheets are included
in Appendix A. Based on these results, remediation measures should not be required.
ESM.Chernikov.AR.L
October 4, 2016
Page 2
TABLE 1 I
ARSENIC & LEAD LABORATORY TEST RESULTS FOR ON -SITE SOILS
Sample
Identification
Total Arsenic and Total Lead Content (mg/Kg Dry)*
0 — 6
inches
6 — 12 inches
Arsenic
Lead
Arsenic
Lead
1
<5
5
-
-
2
<5
10
-
-
3
<5
7
-
-
4
<5
7
-
-
5
-
-
<5
14
6
<5
15
-
-
7
<5
6
-
-
8
<5
11
-
-
9
<5
9
-
-
10
-
-
<5
10
11
<5
9
-
-
12
<5
9
-
-
13
<5
6
-
-
14
<5
<4
-
-
15
-
-
<5
<4
16
<5
8
-
-
17
-
-
<5
8
18
<5
6
-
-
19
<5
6
-
-
20
<5
10
-
-
r/Kg Dry is equivalent to ppm
CA Method A ULU cleanup level for average Arsenic is 20ppm, Lead is 250p m
LIMITATIONS
We have prepared this report for ESM Consulting Engineers and other members of the
design team for use in evaluating a portion of this project. The data used in preparing this
report and this report should be provided to prospective contractors. Our report, conclusions
and interpretations are based on our shallow subsurface explorations, results of laboratory
testing performed by other, and our limited site reconnaissance, and should not be construed as
a warranty of the subsurface conditions. Soil sample test results are site specific.
Variations in subsurface conditions are possible between the explorations and may also
occur with time. The number and location of our samples was determined in accordance with
the Tacoma Smelter Plume Model Remedies Guidance document prepared by the Washington
State Department of Ecology (June 2012, Publication 12-09-086-A). This letter is submitted as a
data report only. The scope of our services does not include services related to environmental
remediation and construction safety precautions. Our recommendations are not intended to
direct the contractor's methods, techniques, sequences or procedures, except as specifically
described in our report for consideration in design.
If there are any changes in the loads, grades, locations, configurations or type of
facilities to be constructed, the conclusions and recommendations presented in this report may
not be fully applicable. If such changes are made, we should be given the opportunity to review
our recommendations and provide written modifications or verifications, as appropriate.
ESM.Chernikov.AR.L
October 4, 2016
Page 3
We have appreciated working for you on this project. Please do not hesitate to call at
your earliest convenience if you have any questions or comments.
Respectfully submitted,
GeoResources, LLC
rdan Kovash, GIT
eologist in Training
Seth Mattos, GIT Bradley P. Biggerstaff, LHG, LEG
Geologist in Training Principal
JLK:STM:BPBfjlk
Doc ID: ESM.Chernikov.AR.L
Attachments: Figure 1: Site Vicinity Map
Figure 2: Site and Exploration Map
Appendix A: Laboratory Sampling Results
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Approximate Site Location
(map created from Pierce
County Public GIS)
GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
Site Location Map
Proposed Residential Development
31616 — 6th Avenue SW
Federal Way, Washington
PN: 0721049097
Doc ID: ESM.Chernikov.F October 2016
Not to Scale
Figure 1
R �
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ti sue. - . � - - -. •�K.. • ��'. .. - �T
�ii• �� ,Te � �rf 4 Imo' i •�, :1}••�y ''.i47
Approximate Site Location
(map created from Pierce County Public GIS)
T
GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
Not to Scale
Site Location Map
Proposed Residential Development
31616 — 6tn Avenue SW
Federal Way, Washington
PN: 0721049097
Doc ID: ESM.Chernikov.F I October 2016 1 Figure 2
Appendix A
Analytical Laboratory Test Results
SPECTRA Laboratories
2221 Ross Way - Tacoma, WA 98421 • (253) 272-4850 •
09/27/2016
Geo Resources, LLC
5007 Pacific Hwy. E
Suite 16
Fife, WA 98424
Where experience matters
Fax (253) 572-9838 • www.spectra-lab.com
Project:
Sample Matrix:
Date Sampled:
Date Received:
Spectra Project:
Chernikof.6thAveSW
Soil
09/22/2016
09/23/2016
2016090729
Client ID
Spectra #
_ Ante
Result
Units
1
I
Arsenic —Protocol Prep
< 5
mg/Kg Dry
1
1
Lead —Protocol Prep
5
mg/Kg Dry
2
2
Arsenic —Protocol Prep
< 5
mg/Kg Dry
2
2
Lead —Protocol Prep
10
mg/Kg Dry
3
3
Arsenic —Protocol Prep
< 5
mg/Kg Dry
3
3
Lead—Protoco] Prep
7
mg/Kg Dry
4
4
Arsenic —Protocol Prep
< 5
mg/Kg Dry
4
4
Lead —Protocol Prep
7
mg/Kg Dry
5
5
Arsenic —Protocol Prep
< 5
mg/Kg Dry
5
5
Lead —Protocol Prep
14
mg/Kg Dry
6
6
Arsenic --Protocol Prep
< 5
mg/Kg Dry
6
6
Lead —Protocol Prep
15
mg/Kg Dry
7
7
Arsenic —Protocol Prep
< 5
mg/Kg Dry
7
7
Lead —Protocol Prep
6
mg/Kg Dry
8
8
Arsenic —Protocol Prep
< 5
mg/Kg Dry
8
8
Lead —Protocol Prep
11
mg/Kg Dry
9
9
Arsenic --Protocol Prep
< 5
mg/Kg Dry
9
9
Lead Protocol Prep
9
mg/Kg Dry
10
10
Arsenio --Protocol Prep
< 5
mg/Kg Dry
10
10
Lead —Protocol Prep
10
mg/Kg Dry
11
11
Arsenic —Protocol Prep
< 5
mg/Kg Dry
11
11
Lead Protocol Prep
9
mg/Kg Dry
12
12
Arsenic --Protocol Prep
< 5
mgtKg Dry
SPECTRA LABORATORIES
S s, u6mratory Manager
a7i94
Page 1 of 2
Methnd
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
SW846 6010C
" f
SPECTRA Laboratories ...Where experience matters
2221 Ross Way • Tacoma, WA 98421 • (253) 272-4850 • Fax (253) 572-9838 • www.spectra-lab.com
09/27/2016
Goo Resources, LLC Project: Chernikof.6thAveSW
5007 Pacific Hwy. E Sample Matrix: Soil
Suite 16 Date Sampled: 09/22/2016
Fife, WA 98424 Date Received: 09/23/2016
Spectra Project: 2016090729
Client ID
Spectra #
Analyte
Result
Units
Method
12
12
Lead --Protocol Prep
9
mg/Kg Dry
SW846 6010C
13
13
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
13
13
Lead —Protocol Prep
6
mgXg Dry
SW846 6010C
14
14
Arsenic—Protwol Prep
< 5
mg/Kg Dry
SW846 6010C
14
14
Lead Protocol Prep
< 4
mg/Kg Dry
SW846 6010C
is
15
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
15
15
Lead —Protocol Prep
< 4
mg/Kg Dry
SW846 6010C
16
16
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
16
16
Lead —Protocol Prep
8
mg/Kg Dry
SW846 6010C
17
17
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
17
17
Lead —Protocol Prep
8
mg/Kg Dry
SW846 6010C
18
18
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
18
18
Lead —Protocol Prep
6
mg/Kg Dry
SW846 6010C
19
19
Arsenic —Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
19
19
Lead Protocol Prep
6
mg/Kg Dry
SW846 6010C
20
20
Arsenic --Protocol Prep
< 5
mg/Kg Dry
SW846 6010C
20
20
Lead --Protocol Prep
10
mg/Kg Dry
SW846 6010C
SPECTRA LABORATORIES
S e bs, Laboratory Manager
0iscj
Page 2 of 2
SPECTRA Laboratories ...Where experience matters
2221 Ross Way • Tacoma, WA 98421 • (253) 272-4850 • Fax (253) 572-9839 • www.spectra-lab.com
9/26/2016
Geo Resources, LLC Units: m9/K9
5007 Pacific Hwy. E. Spectra Project: 2016090729
Suite 16 Applies to Spectra #'s 1-20
Fife, WA 98424 cyst: SCJ
QUALITY CONTROL RESULTS
ICP Metals SW846 6010C - So1USolid
Method Blank
Date Digested: 9/26/2016
Date Analyzed: 9/26/2016
Element
Blank Result
Arsenic
< 5
Lead
< 4
Laboratory Control Sample (LCS)
Date Digested: 9/26/2016
Date Analyzed: 9/26/2016
Spike
LCS LCS
Element
Added
Conc. %Rec
Arsenic
200.0
219.2 109.6
Lead
200.0
201.6 100.8
LCS Recovery limits 80-120%
Date Digested: 9/26/2016
Sample Spiked: 2016090729-1
Element
Lead
Comment: 1.Og of sample digested
Recovery Limits 75-125%
RPD Limit 20
SPECTRA LABORATORIES
St bbs
Laboratory Manager
Matrl: Spike/Matrix Spike Duplicate (MS/MSD)
Date Analyzed:
9/26/2016
Sample
Spike
MS
MS
MSD
MSD
Conc.
Conc.
Conc.
%Rec
Conc
%Rec RPD
0.0
200.0
216.1
108.1
220.4
110.2 2.0
8.6
200.0
217.1
104.3
213.3
102.4 1.8
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CITY OF 40':t��
Federal Way
IE'D
o t i 'zm
CITY OF FeC)EMj_W`l A
Cps
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY D nTWPMWT SMVICBB
33325 a Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
www.citroffederalwa .gom
s11,7[/
APPLICATION NO(S)L`� _��..... _ �atc
Project Name Vladimir Chemikov Shot Plat
FrWerty Addre aq,ocatioo 6th AVG SW, Federal Way be4vveen SW 316th Stand SW 317th Pl.
072104-DW7
ParedNttabec(st
"get Q tiou Short Plat parcel 07210-9097 Into three single family home sites.
Type of Permit Required
Anwxalion
Binding Site Plan
Boundary Line Adjustment
Comp PlanlRcZene
Land Surface Modification
LM line Fliminsk on
Preapplication Conference
Process I (13rector's Approval)
w Process II (Scr pia, Revww)
_._.. Process III (Pr*d Approval)
Process IV (Haring Examiner's Decvion)
Process V (Qum-]udidal Repose)
Process VI
SEPA wfflrt ject
SEPA Only
Shouline: Variant-OConditional Use
x Short Subdivision
�+ Subdivision
Variance: Cotnmemal/Residential
Required Information
RS 9.5 Zoning Designation
As 9A Comprehensive Plan Designation
Value of Existing Irnpro►emmts
Value of Proposed Impro►esunis
Idre"tatiewai Buildwg Code (LBC)-
0"opaney Type
Construction Type
Applicant
Name: Vlatimiir Chernikov
Address: 31615 - ain Avenue SW
CitylStete: Federal Way- WA
Zip: 99M
Phone: 253.672-7404
Fax:
signa : bet
Signature:
Agent tit dtllemal than ApplkmMI
[dame: ESM Consulting Engineers - Attention: KerTi O'Conrm
Address: 3340D - t31h Ave South
City/State: Federal Way, WA
Zip: 98W3
Phone: 253-838.6113
Fax: 253.838-710+4
Email: Kerri.000nnor0®amclvH.can
Signature_:
Owner
i<l_sn=c: Samt� as applicant
Address:
Cw)4Statr:
Zip:
Phone:
Fax:
Emai I :
Signature:
1MtUalAt #W3 - JaGary 1, 20l l
1:1Nand0uleAW_.ter lend U_ Applicaton
41k
CITY OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8t" Avenue South
Federal Way WA 98003
253-835-7000; Fax 253-835-2609
www.ciiyoffederalway.com
DECLARATION OF DISTRIBUTION
I, ; l i ke, hereby declare, under penalty of perjury of the laws of the State of
Washington, that a:
Notice of Land Use Application/Action
Notice of Determination of Significance
(DS) and Scoping Notice
❑ Notice of Environmental Determination
of Nonsignificance (SEPA, DNS)
❑ Notice of Mitigated Environmental
Determination of Nonsignificance (SEPA,
MDNS)
❑ Notice of Land Use Application &
Optional DNS/MDNS
❑ FWRC Interpretation
❑ Other
❑ Land Use Decision Letter
❑ Notice of Public Hearing before the
Hearing Examiner
❑ Notice of Planning Commission Public
Hearing
❑ Notice of LUTC/CC Public Hearing
❑ Notice of Application for Shoreline
Management Permit
❑ Shoreline Management Permit
❑ Adoption of Existing Environmental
Document
was ❑ mailed ❑ faxed ❑ e-mailed and/or fjposted to or at each of the attached addresses on
U4 2016. �
Project Name C - ti,1koV / Gu-1c-xI1a.J Lt' i t5 dl 15� S' p�GJ
File Numbers) a J 6a 6 q -b0 _ 50
Signature
Date
K:\CD Administration Files\Declaration of Distdbution.doc/Last printed 5/26/2016 10:29:00 AM
Posted Sites:
Federal Way City Hall: 33325 8t" Ave South
Federal Way Library: 34200 Pt Way South
Federal Way 320t" Library: 848 S. 320t" St
K:\CD Administration Files\Declaration of Distribution.doc/Last printed 5/26/2016 10:29:00 AM
CIT
1�k Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Chem i kov/13 url akov/Li sitsyn Short Plat
Project Description: Proposed short
subdivision of one existing 2.1-acre single-
farnily lot into three single-family lots. The
subject property is zoned Single Family (RS9.6).
Agent: Kerri O'Connor, ESM Consulting
Engineers, 33400 8"' Ave. S., Suite 205, Federal
Way, WA 98003
Project Location: 6"' Ave SW, between SW
316"' & SW 317"', Federal Way. Tax Parcel ID
#072104-9097
Date of Application: May 27, 2016
Date Determined Complete: July 25, 2016
Date of Notice of Application: July 29, 2016
F L
s7 �� 5 31M ST
SW 3147H PL <
SW 319TH PL Sw 31 UH ST
SITE
SW 317rH PL —
i�
-- sw 32M sr
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #16-102595-00-SU) issued by the Director of Community Development
pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. The department has determined the
application is categorically exempt from threshold determination procedures pursuant to State
Environmental Policy Act (SEPA) Rules 197-11-800(6).
Environmental Document: Preliminary Technical Information Report
Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water
Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.'
Consistency with Applicable City Plans and Regulations: The project will be reviewed for
consistency with all applicable codes and regulations including the Federal Way Revised Code; 2009
King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works
Department Development Standards.
Public Comment & Appeals: The official project file is available for public review at the Community
Development Department (address below). Any person may submit written comments on the short
subdivision application to the Director of Community Development by August 15, 2016. Only persons
who submit written documents to the Director, or specifically request a copy of the original decision may
appeal the Director's decision.
Availability of File and Environmental Document: The official project file and referenced
environmental document are available for public review during normal business hours at the Community
Development Department, 33325 8"' Avenue South, 2nd Floor, Federal Way, WA 98003.
Staff Contact: Dave Van De Weghe, Senior Planner, 253-835-2638,
david.vatidewes-zlie@cilyo-ffederalway.com
Printed in the Federal Way Mirror July 29, 2016.
Doc I D 74258
CITY OF
Federal Way
July 25, 2016
Kerri O'Connor
33400 81h Ave. S., Suite 205
Federal Way, WA 98003
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
RE: File #16-102595-00-SU; NOTICE OF COMPLETE APPLICATION & TECHNICAL REVIEW COMMENTS
ChernikovBurlakov/Lisitsyn Short Plat; 31616 6►h Ave. SW
Dear Ms. O'Connor:
The Community Development Department is in receipt of your May 27, 2106, application submittal for
the Short Subdivision of one existing single-family residential lot into three single-family residential lots.
NOTICE OF COMPLETE APPLICATION
Please consider this correspondence a formal Letter of Complete Application. Pursuant to Federal Way
Revised Code (FWRC) 18.30.050, the application is deemed complete as of July 25, 2016. The complete
application determination is based on a review of your submittal relative to those requirements as set forth
in FWRC 18.30.030. The submittal requirements are not intended to determine if an application conforms
to the City of Federal Way codes; they are used only to determine if all required materials have been
submitted.
Having met the submittal requirements, a Notice of Application will be posted on site, published in the
Federal Way Mirror, posted on the city's official notice boards, and distributed to agencies/individuals
per guidelines established by development regulations within 14 days of this letter.
TECHNICAL REVIEW COMMENTS
The Development Services Division has reviewed the materials submitted for the referenced project. Prior
to our preliminary plat approval, the applicant shall address the following technical review comments:
PLANNING DIVISION (Dave Van De Weghe, (253) 835-2638, david.vandewe ie@ci .offedei-alwav,com)
1) The site is located within the Tacoma Smelter Plume, containing 40.1 ppm-100.00 ppm of arsenic.
For further information, please contact Eva Barber, Technical Assistance Coordinator at the
Department of Ecology, Toxics Cleanup Program at (360) 407-7094 or eva.barbe ec .wa.&ov.
2) 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 at the discretion of the Parks Director. If open
space is provided onsite, it shall be provided in its own tract. As with other tracts, an open space tract
cannot count towards the minimum lot area of the lots.
Ms. O'Connor
July 25, 2016
Page 2
3) The plat will be subject to tree density requirements of FWRC 19.120.130(1); note that 25 tree -units
per acre are required for single-family zoned sites. 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. The tree and vegetation plan must clearly show where the tree units are to be located. The
formal application must indicate what trees are to be removed.
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, (253) 835-2734,
kevin.peterson@cityoffederalway.com)
Short Plat:
1) The surveyor shall seal the lot closure calculations.
2) The SP drawing is plotted on an older version of the City's SP title block. The SP shall be plotted on
the most current title block.
3) Add the City File number in the space provided on the SP title block.
4) The detention pond shall be located within a tract, separate from the lots. This will affect the proposed
lot sizes.
5) The turnaround portion of the access road/tract may be placed within an easement on Lots 1 and 2,
and that area can be included in the lot size calculations.
Preliminary Engineering Plan and Technical Information Report (TIR):
1) The interior pond walls shall be of reinforced concrete, per the requirements of the King County
Surface Water Design Manual (KCSWDM).
2) Since the pond will be privately owned, the entire pond perimeter may be vertical retaining walls
(although an access road is still needed to access the pond bottom and the outlet structure).
3) The TIR (Table 4.2) indicates that the lots will contain approximately 2,500 SF of impervious surface
in the developed condition; however, the KCSWDM requires that the developed condition be
modelled assuming 4,000 SF per lot. Additionally, this table also includes the pond as impervious
area. The City does not require the pond surface to be included in the developed land use condition.
The calculations will need to be revised to reflect the above information.
4) The access road requires a minimum of a 32-foot radius (each side) where it connects to the public
roadway.
PUBLIC WORKS TRAFFIC DIVISION (Erik Preston, PE, 253-835-2744,
ei-i k. prestonLo) c ityoffederal way.com )
Show the necessary street frontage improvements on 6th Ave SW frontage for a Type "S" street,
consisting of curb and gutter, 4-foot planter strip with street trees, 5-foot sidewalks, and street lights; or
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 $160.00.
16-102595 Doc. I,D. 74200
Ms. O'Connor
July 25, 2016
Page 3
Please provide the additional requested information and revise the site plan accordingly, and provide 4
copies of -each to the Permit Center using the enclosed resubmittal form. If you have any questions, please
feel free to contact me at (253) 835-2734, or via e-mail at david.vaiideweahe ci offederalwa .corn.
Sincerely,
. rJ
Dave Van De Weghe
Senior Planner
ene; Resubmittal Form
16-102595
Doc. 1D. 74200
CITY OF FEDERAL WAY
COMMXJNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: 6/2/16
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: Dave Van De Weghe
FOR DRC MTG. ON: DATE 6/9/16 - Internal completeness review
FILE NUMBER(s): 16-102595-00-SU
RELATED FILE NOS.: None
PROJECT NAME: CHEMIKOV/BURLAKOV/LISITSYN SHORT PLAT
PROJECT ADDRESS:
ZONING DISTRICT:
31616 6TH AVE SW
RS 9.6
PROJECT DESCRIPTION: Proposed short plat to subdivide (1) parcel into (3)
parcels
LAND USE PERMITS: Short Plat
PROJECT CONTACT. ESM CONSULTING ENGINEERS LLC
KERRIO'CONNOR
334008THAVESSuite205
MATERIALS SUBMITTED: Master Land Use Application
Lot Closure Calculations
Water and Sewer Availability
Preliminary Engineering Plans
Short Plat
Hazardous Materials Inventory
Site Photos
Title Report
Preliminary TIR
I am Nikolay Burlakov and Mike Lisicin authorized the Vladimir Chernikov to submit documents to the
City of Federal Way WA. For the Chernikov project.
Nikolay lurlakov
Mike Lisicin f
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Federal Way
',IN °' CDs AL
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 81h Avenue South
Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
\N AY WWW.eityofrCder:11way.Com
HAZARDOUS MATERIALS INVENTORY STATEMENT
CRITICAL AQUIFER RECHARGE AND WELLHEAD
PROTECTION AREAS
I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT?
Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered
"critical areas" pursuant to Federal Way Revised Code (FWCC), Title 14, "Environmental Policy."
This inventory statement must be filled out by the applicant or agent for any proposed activity listed
in Section H of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as
shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the
handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review
process.
II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS
The inventory statement must be filled out for the following activities:
■ Construction of any residential structure, including single-family development
■ Construction of any barn or other agricultural structure
• Construction of any office, school, commercial, recreational, service, or storage building
■ Construction of a parking lot of any size
• Other minor new construction (see WAC 197-11-800[2])
• Additions or modifications to or replacement of any building or facility (does not include
tenant improvements)
• Demolition of any structure
■ Any landfill or excavation
• Installation of underground tanks
■ Any division of land, including short plats
■ Change of use, which involves repair, remodeling, and maintenance activities
■ Dredging
■ Reconstruction/maintenance of groins and similar shoreline protection structures
• Replacement of utility cables that must be buried under the surface of the bedlands
■ Repair/rebuilding of major dams, dikes, and reservoirs
■ Installation or construction of any utility, except for on -going operation and maintenance
activities of public wells by public water providers
• Personal wireless service facilities
Project Name
Chernikov Short Plat
Applicant Vladimir Chernikov
Project Location 6th Ave SW between SW 316th St and Tracking No.
SW 317th PI.
III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS
Please provide the approximate quantity of the types of hazardous materials or deleterious substances
that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the
proposed activity. If no hazardous materials will be involved, please proceed to Section IV.
MATERIAL
LIQUID ( allons)
SOLID (pounds)
(1) Acid or basic solutions or solids
(2) Antifreeze or coolants
(3) Bleaches, peroxides, detergents, surfactants,
disinfectants, bactericides, algaecides
(4) Brake, transmission, hydraulic fluids
(5) Brine solutions
(6) Corrosion or rust prevention solutions
(7) Cutting fluids
(8) Deicing materials
(9) Dry cleaning or cleaning solvents
(10) Electroplating or metal finishing solutions
(11) Engraving or etching solutions
(12) Explosives
(13) Fertilizers
(14) Food or animal processing wastes
(15) Formaldehyde
(16) Fuels, additives, oils, greases
(17) Glues, adhesives, or resins
(18) Inks, printing, or photocopying chemicals
(19) Laboratory chemicals, reagents or standards
(20) Medical, hospital, pharmaceutical, dental, or
veterinary fluids or wastes
(21) Metals (hazardous e.g. arsenic, copper,
chromium, lead, mercu , silver, etc.)
(22) Paints, pigments, dyes, stains, varnish, sealers.
(23) Pesticides, herbicides or poisons
(24) Plastic resins, plasticizers, or catalysts
(25) Photo development chemicals
(26) Radioactive sources
(27) Refrigerants, cooling water (contact)
(28) Sludges, still bottoms
(29) Solvents, thinners, paint removers or strippers
(30) Tanning (leather) chemicals
(3 1) Transformer, capacitor oils/fluids, PCB's
(32) Waste oil
(33) Wood preservatives
(34) List OTHER hazardous materials or deleterious
substances on a separate sheet.
Bulletin #056 — January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement
i
Project Name Chernikov Short Plat
Project Location 6th Ave SW between SW 316th St and
SW 317th PI.
IV. FURTHER INFORMATION
Applicant Vladimir Chernikov
Tracking No.
Provide the approximate quantity of fill and source of fill to be imported to the site.
A roximate uanti of Imported Fill
I Source of Fill
TBD at later date
TBD at later date
Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the
types and quantities of hazardous material or deleterious substance listed in Section Ill. Check box(s) #2
through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity.
#1 X I
The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of
the types and quantities of hazardous materials or deleterious substances listed above.
#2 [ ]
Above ground storage tanks, having a capacity of gallons will be installed.
#3 [ ]
Construction vehicles will be refueled on site.
Storage within wholesale and retail facilities of hazardous materials, or other deleterious
44 [ ]
substances, will be for sale in original containers with a capacity of _ gallons liquid or
_pounds solid.
The presence of chemical substances on this parcel is/will be for "temporary" non -routine
#5 [ ]
maintenance or repair of the facility (such as paints and paint thinners) and are in individual
containers with a capacity of _ gallons liquid or pounds solid.
Check any of the following items that currently exist or are proposed in connection with the
development of the site.
#1 [ ]
Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.)
#2 [ ]
Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials
#3 [ ]
Cathodic protection wells
#4 [ ]
Water wells, monitoring wells, resource protection wells, piezometers
#5 [ ]
Leak detection devices, training for employees for use of hazardous materials, self-contained
machine , etc.
SIGNATURE
/\A ah
Print Name
Date
If you have any questions about filling out this application form, please call the Department of Community
Development Services at 253-835-2607. Please be advised that an application for a development permit
lacking the required information will not be accepted.
Bulletin #056 — January 1, 2011
Page 3 of 3 k:lHandoutslHazardous Materials Inventory Statement
Subdivision Guarantee
Guarantee No.:
Order No.: 690074RT
Updated
SIBAU*AbN GUARANTEE
MAY 21 Z016
CITY OF FEDERAL WAY
CDS
Issued by
ew, fto
rj_.
title guaranty company
Fee: $300.00
Effective Date: May 16, 2016
Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said
subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the
recording laws, impart constructive notice of matters affecting the title to the land included within the exterior
boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose
signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication
any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee.
Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature.
Countersigned by:
Rainier Title, LLC
Company
Everett, WA
City, State
Guarantee Serial No.:
F_
Senior Chairman of t e Board
title guaranty company
"w�'Kte
Chairman =heoard
}j LpA!0,�,� f
�;r; 190H o
President
SUBDIVISION GUARANTEE
SCHEDULE A
Order Number: 690074RT
Effective Date: May 16, 2016 at 8:00 A.M.
Premium: $300.00
Tax: $28.50
Total: $328.50
OWNERS:
Prepared by: Rainier Title, LLC
Guarantee No.:
Vladimir Chernikov, Mikhail Lisitsyn and Nikolay Burlakov, each as a separate estate, in undivided
interest
Error! Bookmark not defined.
LEGAL DESCRIPTION:
See Attached Exhibit A
SUBJECT TO
Delinquent general taxes and charges:
Year:
2015
Amount billed:
$1,859.06
Amount paid:
$929.53
Amount unpaid:
$929.53, plus interest and penalties
Tax Account No.:
072104-9097-09
Levy code:
1205
Assessed value of land:
$124,000.00
Assessed value
of improvements:
$0.00
2. General taxes and charges: 1st half delinquent May 1, if not paid; 2nd half delinquent November 1,
if not paid.
Year:
2016
Amount billed:
$1,904.58
Amount paid:
$952.29
Amount unpaid:
$952.29
Tax Account No.:
072104-9097-09
Levy code: 1205
Assessed value of land: $124,000.00
Assessed value
of improvements: $0.00
3. Notice of tap or connection charges which have been or will be due in connection with development
or re -development of the land as disclosed by recorded instrument. Inquiries regarding the specific
amount of the charges should be made to the city/county/agency.
City/County/Agency: King County District No. 124
Recorded: June 1, 1981
Recording No.: 8106010916
SUBDIVISION GUARANTEE
4. The legal description in this commitment is based upon information provided with the application for
title insurance and the public records as defined in the policy to issue. The parties to the
forthcoming transaction must notify the title insurance company, prior to closing, if the description
does not conform to their expectations.
5. We find no pertinent matters of record against the name(s) of the vested owners.
6. The following conveyances were recorded within the last 36 months:
Tax Deed recorded under Recording No. 20150212000186;
Statutory Warranty Deed recorded under Recording No. 20160611001187;
Quit Claim Deed recorded under Recording No. 20150611001188;
Quit Claim Deed recorded under Recording No. 20150611001189;
7. All covenants, conditions, restrictions, reservations, easements or other servitudes, if any, but
omitting restrictions, if any, based upon race, color, creed or national origin, disclosed by the short
plat recorded under Recording No. 7510230610.
8. Notice of Contamination:
Recorded: December 12, 2013
Recording No.: 20131212000921
Regarding: Property is contaminated with toxic materials
This Guarantee and the legal description given herein are based upon information supplied by the
applicant as to the location and identification of the premises in question, and no liability is assumed for
any discrepancies resulting therefrom. This report does not represent either a commitment to insure title,
an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the
marketability of title to the land.
Order No.: 690074RT
SUBDIVISION GUARANTEE
EXHIBIT A
Guarantee No.�
Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording
No. 7510230610, records of King County, Washington.
Situate in the County of King, State of Washington.
End of Schedule A
SUBDIVISION GUARANTEE
STG Privacy Notice 2 (Rev 01/26/09) Independent Agencies and Unaffiliated
Escrow Agents
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WITH YOUR PERSONAL INFORMATION?
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The types of personal information we collect and share depend on the product or service that you have sought
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How do/does Rainier Title LLC
and Stewart Title Guaranty
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Contact Us
We collect your personal information, for example, when
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If you have any questions about this privacy notice, please contact us at:
2722 Colby Avenue Suite 125; Everett, WA 98201, or call 888 828.0018
100% Locally Owned and Operated
Order No. 690074RT
This sketch ioprovided without charge, for your information. Itionot intended toshow all matters related tothe
property induding, but not limited to: area, dinmenokznn, eaoemonto, encroachments or location of boundaries.
It is not a part of, nor does it modify, the commitment/policy to which it is attached. The Company assumes NO
LIABILITY for any matter na|abmd to this sketch. Reference should be made to on ouourotm survey for further
information.
20131212000921.001
201312120009 1
KING COUNTY, WA
Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet RM65.04)
Document Title(s) ti�o[ns contained therein): (all areas applicable to your document must be filled in)
3. 4.
Reference Number(s) of Documents assigned or released:
Additional reference Ws on page of document
Grantor(s) Exactly e(s) ppear on document
1. 4 aFn
2.
Additional names on page of document.
Grantee(} Exactly as name(s) appear on document
1. e r D
2.
Additional names on page of document.
Legal description (abbreviated: i.e. lot, block, plat or section, township, range)
Additional legal is on page of document.
Assessor's Propty Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned
in 0
The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document
to verify the accuraSX or completeness of the indexing information provided herein.
41 am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and
referred to as an emergency nonstandard document) because this document does not meet margin and
formatting requirements. Furthermore,) hereby understand that the recording process may cover up or
otherwise obscure some part of the text of the original document as a result of this request."
Signature of Requesting Party
Note to submitter: Do not sign above nor psy additional W fee if the document meets margin/formatting requirements
20131212000921.002
TO ANY AND ALL IT MAY CONCERN
I, Charles R. Garner, owner of record of the property located at 31616 6's Ave. SW, in the City
of Federal Way, Washington; King County Property Tax Number 0721049097, and having
owned such property since 1976, so swear that to the best of my knowledge that the said property
is contaminated with toxic materials, and should be considered as a toxic waste site property.
Further the site lies over the aquifers that supply the domestic water supply for Lakehaven
Utility District and their customers. The site lies within the Combined Capture Zones for Mirror
Lake Well 23 Intermediate Aquifer System Layer4 as determined by Lakehaven Utility District
and the City of Federal Way Revised Code. It is such depicted on their maps as being within a
one year; five years; and ten year Aquifer Recharge Area. It should be here noticed that this is a
requirement, but does not exempt the property site which has been designated as a "High Risk
Parcel" on the maps, from times after the ten year Aquifer Recharge Area time.
The property site also Iies within the Well Head Protection area as designated by US Code,
U.S. EPA regulations, Washington State EPA regulations, Lakehaven Utility District's
designation, and the City of Federal Way Revised Code.
The toxic contaminates include, but are not limited or restricted to:
• Asbestos
• Lead
• Arsenic
• Herbicides
The occurrence of these contaminates are a direct result of the actions taken by the City of
Federal Way in the demolition of a structure on this site, and its failure to comply with any
actions to comply with the Rules and Regulations designed to protect against this
contamination. I submit this documentation to that effect herewith.
20131212000921.003
FROM THE PUGET SOUND CLEAN AIR AGENCY
REGULATION III
ARTICLE 4 ASBESTOS CON TROL STANDARDS: Pages 4-1 through 4-5
Notes:
Special attention to Section 4.01 Asbestos Definitions at:
(a) last sentence which reads in part "...whose certification is current.
(n) at line three which reads in part "...used by one family who owns the property as their
domicile.
(p) definition of suspect asbestos -containing material
Special attention to Section 4.02 at: (b) Requirements for Demolition:
It shall be unlawful for any person to cause or allow any demolition unless the property owner
or the owner's agent obtains an asbestos survey by a AHERA building inspector of the
structure to be demolished.
Special attention to Section 4.03 Asbestos Notification Requirements at:
(a)(6) and (b) (2)
DECLARATION OF MR. PETER B. BECKWITH
City Attorney for the City of Federal Way
WSBA #
As stated in the preamble and in Exhibit 3, 5 and 6, the City of Federal Way caused to
have done an asbestos survey in direct violation of the Puget Sound Clean Air Agency, and other
Agencies all the way to Federal Statues. In Exhibit 6 contains the Certification Certificate which
is outdated by approximate five months, and signed as valid by two other supervisors where he
worked. The requirements for carrying his credentials at all times while on the site, and posting a
copy of the entire Asbestos Survey were never met. It should be so noted that the lack of
2
201312120009.21.004
certification nullified the survey. At all times the survey with the outdated certification was
available to the City of Federal Way, which proceeded to ignore and issued a contract to have the
building demolished as noted in Exhibit 2. Please note in the first paragraph the City of Federal
Way denotes itself as "City" or "Owner". The City of Federal Way has never been the owner of
the property, The City of Federal Way proceeded to notify the Puget Sound Clean Air Agency
of the impending demolition by providing a fake address for the demolition. In fact the City of
Federal Way never notified the Puget Sound Clean Air Agency of a correct address and as noted
in the Declaration it was still trying to get it right six months after the demolition.
PERSONAL INFORMATION OF CHARLES R. GARNER
I was a general contractor DBA The Garner Group, and had knowledge of where the
asbestos was in the building. It was contained and met the standards set for its installation. As
long as it was undisturbed, it remained safe per the regulation. That area was not shown on the
diagram of sample sites done by the Now Environmental Services, Inc.,and during the
demolition it was no doubted disturbed and crushed. The survey did suggest that it was not
responsible for sites not inspected and it was the responsibility of the City of Federal Way to
have a Certified Asbestos Surveyor r on site to inspect those sites during demolition. There have
been no signs that another inspector was on site ever. The demolition debris that was hauled may
have been hauled to a non -asbestos certified location.
The building itself was painted with lead based paint originally, and was coated with a layer
of non -lead based paint to encapsulate it. During the demolition without any thought as to the
effects of the lead based paint particles entering into the drinking water. It was demolished.
The water piping leading to and in the interior of the building was very old as the home was
built in the 1940's, are a known source of arsenic.
The herbicides accrue from the City of Federal Way poisoning Fisher's Pond, now known as
Fisher's Lake for water lily control. The water at times flows across the site into Mirror Lake.
Both lakes are directly above and are major suppliers of the aquifers providing domestic water to
Lakehaven Utility District.
3
20131212000921.005
I attest that these are true and correct statements. A buyer of this property assumes the
liability of clean up, of not only the site, but of the entire aquifer system and the health care of
those so affected by contact with the toxic contaminates. Therefore this filing should remain on
file until removed by competent authority.
12 Dec. 2013
4
'A // jz/- A
Charles R- Garner
29811 Marine View Dr. SW
Federal Way, WA 98023-3422
253 941 2511
encoreint@msn.com
2013121200092M.006
ARTICLE 4: ASBESTOS CONTROL STANDARDS
SECTION 4.01 ASBESTOS DEFMTIONS ndwwowsm (sit)
Rc%iscd 02/12198 (8631 07/13/00 (9191 09126M (9781 02 2710319971, OY26M (l14s)
(a) AHERA_ ..BUELDING INSPECTOR means a person who has successfully
completed the training requirements for a building inspector established by EPA
Asbestos Model Accreditation Plan; Interim Final Rule (40 CFR Part 763,
Appendix C) and whose certification is current. -
(b) ASBESTOS means the asbestiform varieties of actinolite, amosite
(cummingtonite-gnunerite), tremolite, chrysotile (serpentinite), crocidolite
(riebeckite), or andwphyllite.
(c) ASBESTOS -CONTAINING MATERIAL means any material containing
more than one percent (1%) asbestos as determined using the method specified
in EPA regulations Appendix E, Subpart E, 40 CFR Part 763, Section 1,
Polarized Light Microscopy.
(d) ASBESTOS -CONTAINING WASTE MATERIAL means any waste that
contains or is contaminated with friable asbestos -containing material. Asbestos -
containing waste material includes asbestos waste from control equipment,
materials used to enclose the work area during an asbestos project, asbestos -
containing material collected for disposal, asbestos -contaminated waste, debris,
containers, bags, protective clothing, or HEPA filters. Asbestos -containing
waste material does not include samples of asbestos -containing material taken
for testing or enforcement purposes.
(e) ASBESTOS PROJECT means any activity involving the abatement,
renovation, demolition, removal, salvage, clean up, or disposal of friable,
asbestos -containing material. It includes the removal and disposal of stored,
friable, asbestos -containing material or asbestos -containing waste material. It
does not include the application of duct tape, rewettable glass cloth, canvas,
cement, paint, or other non -asbestos materials to seal or fill exposed areas where
asbestos fibers may be released.
(f) ASBESTOS SURVEY means a written :report describing an inspection using
the procedures contained in EPA regulations (40 CFR 763.86), or an alternate
method that has received prior written approval from the Control Officer, to
determine whether materials or structures to be worked or), renovated, removed,
or demolished (including materials on the outside of structures) contain
asbestos.
(g) ASPHALT SHINGLES rneans asphalt roofing in shingle form, composed of
glass felt or felts impregnated and coated on both sides with asphalt, and
surfaced on the weather side with mineral granules. Some asphalt shingle styles
are commonly referred to as three -tab shingles.
(h) COMPONENT means any equipment, pipe, structural member, or other item
covered or coated with, or manufactured from, asbestos -containing material.
05/09 4-1 Regulation III
20131212000921.007
(i) DEMOLITION means wrecking, razing, leveling, dismantling, or burning of a
structure, making the structure permanently uninhabitable or unusable.
(j) FRIABLE, ASBESTOS -CONTAINING MATERIAL means asbestos -
containing material that, when dry, can be crumbled, pulverized, or reduced to
powder by hand pressure or by the forces expected to act upon the material in
the course of demolition, renovation, or disposal. Such materials include, but
are not limited to, thermal system insulation, surfacing material, and cement
asbestos products.
(k) LEAK TIGHT CONTAINER means a dust -tight and liquid -tight container, at
least 6-miI thick, that encloses asbestos -containing waste material and prevents
solids or liquids from escaping or spilling out. Such containers may include
sealed plastic bags, metal or fiber drums, and sealed polyethylene plastic.
(1) NONFRIABLE, ASBESTOS -CONTAINING MATERIAL means asbestos -
containing material that, when dry, cannot be crumbled, pulverized, or reduced
to powder by hand pressure or by the forces expected to act on the material in
the course of demolition, renovation, or disposal.
(m) RENOVATION means altering a facility or a component in any way, except
demolition
(n) SINGLE-FAMILY RESIDENCE means any non -multiple unit building
containing space for uses such as living, sleeping, preparation of food, and
eating that is used by one family who owns the property as their domicile. This
term includes houses, mobile homes, trailers, detached garages, houseboats, and
houses with a "mother-in-law apartment" or "guest room". This term does not
include rental property or multiple -family units, nor does this term include any
mixed -use building, structure, or installation that contains a residential unit.
(o) SURFACING MATERIAL means material that is sprayed -on, troweled -on, or
otherwise applied to surfaces including, but not limited to, acoustical plaster on
ceilings, paints, fireproofing materials on structural members, or other materials
on surfaces for decorative purposes.
(p) SUSPECT ASBESTOS -CONTAINING MATERIAL means material that
has historically contained asbestos including, but not limited to, surfacing
material, thermal system insulation, roofing material (excluding asphalt
shingles), fire harriers, gaskets, flooring, material, and cement siding.
(q) THERMAL SYSTEM INSULATION means material applied to pipes,
fittings, boilers, tanks, ducts, or other structural components to prevent heat Ioss
or gain.
SECTION 4.02 ASBESTOS SURVEY REQUIREMENTS
aaopea O&OV95 (818)
(a) Requirements for Renovations
It shall be unlawful for any person to cause or allow a renovation unless the
property owner or the owner's agent determines whether there are suspect
05/09 4-2 Regulation 111
2013121200092-1.008
asbestos -containing materials in the work area and obtains an asbestos survey of
any suspect asbestos -containing materials by an AHERA building inspector. An
AHERA building inspector is not required for asbestos surveys associated with
the renovation of an owner -occupied, single-family residence.
(1) if there are no suspect materials in the work area, this determination shall
either be posted at the work site or communicated in writing to all
contractors involved in the renovation.
(2) It is not required that an AHERA building inspector evaluate any material
presumed to be asbestos -containing material.
(3) Except for renovations of an owner -occupied, single-family residence, only
an AH ERA building inspector may determine that a suspect material does
not contain asbestos.
(4) A summary of the results of the asbestos survey shall either be posted by the
property owner or the owner's agent at the work site or communicated in
writing to all persons who may come into contact with the material.
(b) Requirements for Demolitions
It shall be unlawful for any person to cause or allow any demolition unless the
property owner or the owner's agent obtains an asbestos survey by an AHERA
building inspector of the structure to be demolished.
(1) It is not required that an AHERA building inspector evaluate any material
presumed to be asbestos -containing material.
(2) Only an AHERA building inspector may determine that a suspect material
does not contain asbestos.
(3) A summary of the results of the asbestos survey shall either be posted by the
property owner or the owner's agent at the work site or communicated in
writing to all persons who may come into contact with the material.
SECTION 4.03 ASBESTOS NOTIFICATION REQUIREMENTS
Adaptal OGn38r9S {81aj
12Crmcd 091t07113=(918X W23/02(971k 05/22/03 (996X 12)16104 (1037J 06,22106 (1069), 03aV07 (10901 05/)I102 (I120�
03r25l09 (1149)
(a) General Requirements
It shall be unlawful for any person to cause or allow any work on an asbestos
project or demolition unless a complete notification, including the appropriate
nonrefundable fee and any additional information requested by the Control
Officer, has been submitted to the Agency in accordance with the waiting period
and fee requirements in Section 4.03(d) of this regulation. Except for the annual
notification requirements in Section 4.03(a)(7) of this regulation, the notification
must be submitted on a raved forms throw the Agency website.
(1) The duration of an asbestos project shall be commensurate with the amount
of work involved
05/09 4-3
Regulation TII
20131212000921.009
(2) Notification is not required for asbestos projects involving less than 10
linear feet of friable, asbestos -containing material on pipes and/or 48 square
feet of friable, asbestos -containing material on other components (per
structure, building, or vessel, per calendar year).
(3) Notification is not required for removal and disposal of nonfriable,
asbestos -containing material.
(4) Notification is required for all demolitions involving structures with a
projected roof area greater than 120 square feet, even if no asbestos -
containing material is present.
(5) All demolitions require a I D-day waiting period unless waived under
Section 4.03(c)(1) of this regulation.
(6) A printout of the notification, all amendments to the notification, and the
asbestos survey shall be available for inspection at all times at the asbestos
project or demolition site.
(7) Annual Notification
A property owner may file one annual notification for asbestos projects to
be conducted on one or more structures, vessels, or buildings during each
calendar year if all of the following conditions are met:
(A) The annual notification shall be Bled with the Agency before
commencing work on any asbestos project included in an annual
notification;
(B) The total amount of asbestos -containing material for all asbestos
projects from each structure, vessel, or building in a calendar year
under this section is less than 260 linear feet on pipes and/or less than
160 square feet on other components; and
(C) The property owner submits quarterly written reports to the Control
Officer on Agency -approved forms within 15 days after the end of
each calendar quarter,
(b) Amendments
(1) An amendment shall be submitted to the Control Officer in a notification
through the Agency website for the following changes and shall be
accompanied by the appropriate nonrefundable fee as set forth in Section
4.03(d) of this regulation:
(A) Changes between asbestos and demolition_ project es;
(S) Increases in the job size categM that increase the fee;
(C) Changes in the start date; or
(D) Changes in the completion date.
05/09 4A Regulation III
20131212000921.010
(c) Emergencies
(1) The waiting period may be waived if an asbestos project or demolition must
be conducted immediately because of any of the following.
(A) There was a sudden, unexpected event that resulted in a public health
or safety hazard;
(B) The project must proceed immediately to protect equipment, ensure
continuous vital utilities, or minimize property damage;
(C) Asbestos -containing materials were encountered that were not
identified during the asbestos survey; or
(D) The project must proceed to avoid imposing an unreasonable burden.
(2) The waiting period and fees may be waived for disposal of abandoned,
(without the knowledge or consent of the property owner) friable, asbestos -
containing material by written approval of the Control Officer.
(d) Waiting Period and Fees
Project
Waiting
Asbestos
Demolition
Period
Fee
Fee
Sin a-Famil Residence:
• Asbestos Project
prior written
$30
notification
• Demolition (with or
without asbestos project)
10 days
$p
$75
Other than Sin e-Farnil Residence:
• less than 10 linear ft and/ortPnnofification
days
$0
$75
• less than 48 square ft
molition
written
$75
• 10 - 259 linear ft and/or
48 -159 square ft
bestos
days
olition
$75
• 260 - 999 linear ft and/or
160 - 4,999 square ft
l0 days
$25n
$75
• 1,000+ Iinear ft and/or
5,000+ square ft
10 days
$750
$100
Emergency — 4.03(c)* prior written
notification applicable fees + $50
Amendment — 4.03(b) prior written applicable fees + $25
notification
Annual Notice of Intent — 4.03(a)(7) prior written $1 000
notification ' 7
*Single-family residences are exempt from the emergency fee.
05/09 4-5 Regulation M
20131212000921.011
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FILED
11 MAY 10 AM 10:23
KING COUNTY
SUPERIOR COURT CLER!
maw- *0!g
IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON
IN AND FOR THE COUNTY OF KING
CHARLES ROBERT GARNER,
Plaintiff,
V.
ROFFMAN CONSTRUCTION, INC.,
i
Defendant.
No. 11-2-035014 KNT
DECI ARATiON OF
PETER B. BECKWITH
Peter B. Beckwith declares as follows:
I. I am an assistant city attorney for the City of Federal Way and have
represented the City in litigation involving plaintiff Charles Garner relating to his property
at 31616 66 Avenue SW in Federal Way. 1 make this declaration on personal knowledge
and my review of city files.
2. Attached to this declaration as Exhibit I is a true and correct copy of the
Request for Quotes document issued by the City for the demolition of the residence on the
property which had previously been ordered demolished by a city improvement officer, and
which order had been upheld in proceedings at the Appeals Commission and Superior
Court.
3. Attached as Exhibit 2 is a true and correct copy of the small public works
contract (without exhibits to the contract) entered between the City and Hoffman
Construction for the demolition.
DECL OF PETER BECKWITH - 1
XnVCft1?*=p0a 1WW a AW
MUTM, NUCKM & NIMORMAM IW—PS.
MUMM � en
�oorsrn,wenae � r��
WATER UVA&MOUNGhpaM
20131212000921.012
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HON. MONICA BENTON
IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON
IN AND FOR THE COUNTY OF KING
CHARLES ROBERT GARNER, No. 11-2-03501-8 KNT
Plaintiff, DECLARATION OF
PETER B. BECKWITH
V.
HOFFMAN CONSTRUCTION, INC.,
Defendant.
Peter B. Beckwith declares as follows:
1. I am an assistant city attorney for the City of Federal Way and have
represented the City in litigation involving plaintiff Charles Gamer relating to his property
at 31616 6 h Avenue SW in Federal Way. I make this declaration on personal knowledge
and my review of city files.
2. Attached to this declaration as Exhibit l is a true and correct copy of the
Request for Quotes document issued by the City for the demolition of the residence on the
property which had previously been ordered demolished by a city improvement officer, and
which order had been upheld in proceedings at the Appeals Commission and Superior
Court.
3. Attached as Exhibit 2 is a true and correct copy of the small public works
contract (without exhibits to the contract) entered between the City and Hoffman
Construction for the demolition.
DECL. OF PETER BECKWITH - f
HWM 11020P- M-ova 9KkWftAftC
KEATMC. Buciam & mCCORMAC)c INC. F.S.
AI104QriAT 1 A%
aoorrrnxvev�,e suer iw�
ii,tn tE. WR51,1pipr R+ai ate
abNE• pCeatfi.w/.
+rust potltiaKaa
20131212000921.013
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4. Attached as Exhibit 3 is a true and correct copy of the report from NOW
Environmental Services, Inc., for the November 30, 2009, inspection of 31616 6te Avenue
SW.
S. Attached as Exhibit 4 is a true and correct copies of (A) an Asbestos Notice
of Violation directed to plaintiff Garner, and (B) a subsequent written warning to the City
about the failure to notify the agency about the demolition.
6. Attached as Exhibit 5 is a true and correct copy of a letter written by former
code enforcement office Cynthia Kiersey explaining that the City had obtained the
necessary asbestos report and notified Puget Sound Clear Air Agency online, but that she
had mistakenly entered an incorrect address.
7. Attached as Exhibit 6 is a true and correct copy of the AHERN certificate
for inspector Joseph Hade which accompanied the NOW Environmental report on the
Garner property.
8. Attached as Exhibit 7 is a true and correct copy of correspondence in, the
City's code enforcement file addressed to Mr. Garner from the Puget Sound Clean Air
Agency.
I HEREBY DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS I
OF THE STATE OF WASHINGTON THAT TO THE BEST OF MY KNOWLEDGE I
AND BELIEF THE FOREGOING 1S TRUE AND CORRECT.
SIGNED at Federal Way, Washington, this __q_ day of May, 2011.
DECL. OF PETER BECKWITH - 2
H MC1A I iSc 1,r45a11T-0�CI bCA%%A 00t
Peter B. Beckwith
KFATINc. BUcKuN & McConucv, INC.. P.S.
ATRINnS Al 1 A►.
SM'i1}S AVEWp F— Y.ATE 414
UATTU YeA—W hO TN+[S. IM.3176
F"Ohe I7wRW-w1
PAX OU 7nimn
20131212000921.014
EXHIBIT 1
20131212000921.015
OF 4A
federal Way
MY OF FEDERAL WAY
REQUEST FORQUOTES
I. PURPOSE OF REQUEST
The City of Federal Way ("City") is requesting quotes for the purpose of the complete
demlition and removal of the Garner unfinished residence located st 31616 61, Ave SW,
within the City of Federal Way.:nx City's needs are outlined in the following Request
for Quotes ("RFQ').
H. TIME SCHEDULE
The City will follow the proceeding timetable, which should result in a selection of a
contractor by November 20, 2009.
Issue RFQ 12-3-09
Deadline for Quotes 12-8-09 at 3:00 pm
Notify Contractor Chosen 12-8-09
Demolition start date 12-14-09
M. INSTRUCTIONS TO PROPOSERS
A. All quotes or questions shall be sent to:
Code Enforcement Officer Cindy Keirsey
Federal Way Department Community Development Services
City of Federal Way
33325 8th Avenue South
PO Box 9718
Federal Way, WA 98063-9718
(253) 833-2631 desk — (253) 835-2609 fax
Cynthia.keirsey@cityoffederalway.com
B. Quotes should be prepared simply and economically, providing a straight forward,
concise description of provider capabilities to satisfy the requirements of the request.
Use of both sides of paper sheets for any submittals to the City is desirable whenever
practicable.
20131212000921.016
1
C. Code Enforcement Officer Cindy Keirsey will notify the contractor selected by December 8, 20M.
D. All quotes must include the following information:
Specific experience of individuals relative to the proposed project.
A proposed outline of tasks, products, and project schedule, including the
number of hours/days required to complete each task or product.
References.
IV. SELECTION CRITERIA
Factor Weight Given
a. Responsiveness of the written proposal 25%
to the purpose and scope of service.
b. Price. 500/0
c_ Ability and history of successfully 25%
completing contracts of this type,
meeting projected deadlines and
experience in similar work.'
Total Criteria Weight 100•%
Each quote will be independently evaluated on factors 1 through 3.
V. TERMS AND Common
A The City reserves the right to reject any and all quotes, and to waive minor
irregularities in any quote.
B. The City reserves the right to request clarification of information submitted, and to
request additional infornation from the contractor.
C. The City reserves the right to award the contract to the next most qualified contractor,
if the successful contractor does not execute a contract within 30 days after the award
,of the quote.
D. All bidders must be on the Federal Way Small Works Roster (application can be
faxed if needed).
e.
20131212000921.017
VI. TO PROVIDE THE FOLLOWING
This bid includes the following:
• No asbestos found per Asbestos Survey already completed.
• Provide street cleaning when necessary.
• Provide required erosion control as set forth by SWM.
• _ Conduct utilities locator request.
• Complete demolition and removal of structure, including concrete
foundation removal & final grading and seeding of the site.
Exclusions from this bid:
• Cost of asbestos survey. Asbestos report already completed.
• : Any surveying, permits, inspection, or other fees that might be needed.
• Any sales or use tax.
Note:
At This time, the site can not be entered, although the structure may be viewed from the
street. Photos of interior and exterior•am available upon request. The city will make
arrangements for entry at the time of the demo. The site will have ample access for all
equipment, trucks, and senti trailers to perform the demolition and hauling of building
debris.
VII. COMPENSATION
Payment by the City for the services will only be made after the services have been
performed and an itemized billing statement is submitted in the form specified by the
City and.approved by the appropriate City representative; which shall specifically set
forth the services performed, the name of the perso_ n performing such services, and the
hourly labor charge rate for such person. Payment shall be made on a monthly basis, 30
days after receipt of such billing statement.
VIII. PREVAILING WAGES
Wages of Employees. This RFQ is subject to the minimum wage requirements of Chapter
39.12 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws
and rules also apply.
20131212000921.018
EXHIBIT 2
20131212000921.019
SMALL
PUBLIC WORKS CONTRACT
FOR
GARNER RESIDENCE DEMOLITION
'Phis small public worm contract ("Contract') is dated effective this 11 • day of December 2W9 and is
made by and between the City of Federal Way, a Washington mxmicipal corporation ("City„ of —Owner',
and Hoffman Construction Inc, a Washington Corporation ("Co itractor").
A. The City desires to retain an independent contractor to ftartish all labor and materials necessary to
perform the Garner Residence Deimlition work at 31616 a Avenue SW, Federal Way, Washington
("Property'); and
B. The Contractor has the requisite skill and necessary experience to perfaam sW1 work.
NOW, THEREFORE, the Parties ("Parties'j agree to the following terms and conditions:
1. SE,P,�nCES BY CONTRA&CTOR
1. i Dssmrotion of Work Contractor shall perform all work and fumisb all tools, materials,
supplies, egL4n=t; labor and other items incidental thereto necessary for the completian of the work,
more particularly described as the Garner Residence Demolitioo project, in Exhibit "A" attached hereto
and incorporated by this reference, ("Work'), and in accordance with and as described in the Ccnnizad
Docurnents, which include without litnitatioti, this Contract, Contract Change Order Agreement attached
as Exhibit "B," Contractor's Retamage Agreement attached as Exhibit "C," Contractor's Rctainagc Bond
attached as Exhibit "D," Notice to Labor Unions attached as Exhibit "E," Certificate(s) of Insurance Form
attached hereto as Exhibit "F," Performance/Payment Bond attached but" as Exhibit "G," Prevailing
Wage Rates attached as Exhibit "H," Title VI Assurances attacked hereto as Exhibit 'V' and all othrr
Appendices attached hereto and incorporated by this refercncr, (collectively the "C race Doll "),
which Work snail be completed to the City's setisfactim within the time period presedbed by the City
and pursuant to the direction of the City Manager or his or her designee,
1.2 Qpgplction Date. The Work snail be comn=ced within five (5) days of roccapt by the
Contractor of the: City's Notice to Proceed The Work shall be completed on or before the 29°i day of
December 2009. In the event the Work is not completed within the time specified, Confctor agrees to
pay to the: City tiquidatcd damages in the amount set forth in the formula included in Section 1.3 of this
Contract. The Work shall not be deemed completed until the City has accepted the Work.
1.3 ]LiqWdatrA Daman. Time is of the essence of the Contract. Delays itirnmrenicuce the
public and cost taxpayers undue smile of money, adding time needed for a&dnistration, inspection, and
super risiorL It is impractical for the City to calculate the actual cost of delays. Accordingly. the
Contractor agrees to pay liquidated darnages formula for on the following forfar its farltrre to
complete; this CaatbW an tithe:
(1) To pay (according to the: fallowing formula) liquidated damages for each working day
beytmd the number of working days established for completion, and
(2) To authorize the City to deduct these liquidated damages from any mmey due or coming due
to the Contractor.
20131212000921.020
LIQUIDATED DAMAGES FORMULA
LD = 0.15C
T
where: LD = Liquidated damages per working day (rounded to the nearest dollar).
C - Original Contract amount.
T = Original time for completion.
When the Wank is coupleted to the extent that the City has full and unrestricted use and benefit
of the facilities, both from an operational and safety standpoint, the City may determine the Work is
complete. liquidated -damages will not be assessed•for any days for which an extension of time is granted
No deduction or payment of liquidated damages anll, in any degree, release the Contractor from further
obligations and liabilities to complete this entire Contract.
1.4 f exfma_nce_ S tsndard. Contractor shall perform the Work in a manner consistent with
accepted practices for other properly licensed contractors, performed to the City's satisfaction, within the
time period prescribed by the City.
1.5 CCpliance with Laws. Contractor shall perform the Work in accordance with all
applicable federal, state and City laws, including but not linrited to all City ordinances, resohrti=%
standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits
and pay all pest, inspection, or other fees, at its sole cost and expense.
1.6 Qange Ordm. The City may, at any time, without notice to sureties, order changes
within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the
Work. All such change orders shall be in the form of the Contract Change Order Aft attached
haeto as Exhibit "B", which shall be signed by both the Contractor and the City, shall specifically state
the change of the Work, the completion date for such changed Work, and any increase or decrease in the
compensation to be paid to Contractor as a result of such change in the Work.
Oral change orders shall not be binding upon the City unless confirmed is writing by the City. If
any change hereunder causes an increase or decrease in the Contractor's cost of� or time required for, the
performance. or my part of the Work under this Contract, an equitable adjustment will be made and the
Contract modified in writing accordingly.
H the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within
five (5) days after receipt of a written change order from the City or after giving the City the written
notice required above, as the case may be, submit to the City a written statement setting froth the general
nature and monetary extent of such claim, provided the City, in its sole discretion, may extend such five
(5) day submittal period upon request by the Contractor. The Connector shall supply such supporting
documents and analysis for the claims as the City may require to determine if the claims and costs have
merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives
written notice as required No claim by the Contractor for an equitable atustme nt hereunder will be
allowed if asserted after final payment under this Contract.
1.7 Work and Matm- Omitted The Contractor shall, when directed in writing by the City,
omit work, services and materials to be furnished under the Contract and the value of the omitted work
and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if
20131212000921.021
appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as
mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an
appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and
the delivery schedule.
1.8 UpIly 1..0 gn- Contractor is responsible for locating any undcrgro M utilities affected
by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amm&d,
Contractor shall be responsible for cmWliance with Chapter 19.122 RCW, including utilization of the
"one call' locator system before cazmmwnci;% any excavation activities.
1.9 & Env romnent. Contradw shall fully cover any and all loads of loose construction
lion
materials including without lumtat on, sand, dirt, gravel, asphalt, excavated materials, car t ucuon debris,
etc., to protect said materials from air cxpomn and to mhiim= ermisWon of airborne particles to the
ambient air creironinco within the City of Federal Way.
This Contract shall commence on the effective date of this Comtract and continue umriil the completion
of the World which shall be no later than the 29th day of December 2009, and the expiration of all
warranties contained in the Contract Documents ("Tern' .
3.1 &Md§k,-Skil . The Contractor warrants that it has the requisite skill to complete the
Work, and, is appropriately accredited and licensed by all applicable agencies and govermmiantal entities,
including but not limited to being registered to do business in the City of Federal Way by obtaining a City
of Federal Way business registration. Contractor represents that it has visited the site and is familiar with
all of the plans and specifications in oomu ction with the completion of the Work.
3.2 AeftWve work The Contractor shall, at its sole cost and expensg carrel all Work
which the City deems to have defects in warkmambip and mateaial discovered within our (1) year after
the City's f W accvftnee of the Work.
4.1 Tow COMMAtiari. In consideration of the Convector performing the Wont, the City
agrees to pay the Contractor a fixed fee equal to twelve thousand, thirty and 001100 Dollars ($12,030.00�
which amount shall constitute frill and complete payment by the City.
4.2 Cont#ctgr Rmpomsrbls fk TaAes. The Contractor shall be solely responslic for the
payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of
this Contract.
4.3 Nf Ma^v t. The City shall have the right to withhold payment to the Conttactor far any
of the Work not completed in a satisfactory manner, in the City's sole disceretim which shaRbe withheld
until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City.
4.4 hietbod of Pa t. Payment by the City for the work will only be made super the Wank
has been completed, a voucher or invoice is submitted in the form specified by the City, and such invoice
is approved by the appropriate City representative. Payment shall be made within thirty (30) days of
receipt of such invoice or voucher unless otherwise set forth in the Bid Form The Cantraetar's
20131212000921.022
acceptance of such payment for the Work shall constitute full compensation for the performance of the
Work. invoices shall be submitted, in duplicate to:
Accounts Payable
City of Federal Way
PO Box 9718
Federal Way, WA 98063-9718
Duplicate invoices shall be famished to:
Cindy Keirsey
City of Federal Way
Community Development Department
PO Boat 9718
Federal Way, WA 98063-9718
4.3 tom' e. Pursuant to Chapter 60.28 RCW, five percent (5'/0) of the Total
Compensation shall be retained by the City to assure payment of Contractor's state taxes as well as
payment of subcontractors, suppliers, and laborers. Upon execution of this Contract, Contractor shall
complete, execute, and deliver to the City the Contractor's ReUduage Agreement attached hereto as
Exhibit "C," or execute the Retainage Bond attached hereto as Exhibit "D." No payments shall be made
by the City from the retained percentage famd ("Fund") nor shall the City release any retained parentage
escrow account to any person, until the City has received from the Department of Revenue a certificate
that al! taxes, increase, and penalties due from the Contractor and all taxes doe and to become due with
respect to the Contract have been paid in full or that they are; in the Departmm's opinion, readily
collectible without recourse to the State's lien on the retained percentage. Upon non-payment by the
genail watt der, any supplier or subcontractor may file a lien against the retainage funds, pursuant to
Chapter 60.28 RCW. Subcontractors or suppliers .are required to give notice of any lien within forty-five
(45) days of the completion of the Work and in the manner provides} in RCW 39.08.030. Within sixty
(60) days after cornpletion of all Work on this Contract, the City shall release and pay in full the money
held in the Find, unless the City becomes aware of outstanding claim made against this Fund ,
In all Contractor services, programs, or activities, and an Contractor hiring and employment made
passible by or resulting from .this Contrail, there shall be no discrimination by Contractor or by
Contractor's employees, agents, subcontractors or representatives against any person because of sex, age
(except miienn age and retirement provisions), race, color, creed, national origin, marital status or the
presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide
occupational qualification in relationship to hiring and employment. This requiremesit shall apply, but not
be limited to the following: enVloymcnt, advertising, layoff or termination, rates of pay or other forums of
compensation, and selection for trafi ttg, including apprenticeship. Contractor shall comply with and shall
not violate any of the to of Chapter 49.60 RCW, Title VI of the Civil Rights Act of 1964, the
Americans With Disabilities Ad, Section 504 of the Rehabilitation Act of 1973, 49 CPR Part 21, 2LS and
26, or any other applicable federal, state, or local law or regulation regarding non-disaimiutien.
Contractor shall post a notice to Labor Unions or other employment organizations, attached
hereto as Exhibit 'B," as required by Section 202 of Executive Order 11246. Any material violation of
this provision shall be grounds for termiirtatiom of this Contract by the City and, in the case of the
Contractor's breach, may result in ineligibility for further City agreeme:3ts. If this prged involves federal
funds including USDOT fimds administered by WSDOT, the contractor agrees to the clause contained in
Exhibit "V
20131212000921.023
l r yr s !AFLORMINNIN iill.�s7�
6.1 It is the intention and understanding of the Parties that the Contractor shall be an
independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave,
vacation pay, or arty other benefit of employmcat, nor to pay any social sedzrity or other tax which may
arise as an incident of employment_ The Contractor shall pay all income and other taxes due. Industrial crr
any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a
secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an
employment contract. It is recognized that Contractor may or will be porforming professional services
dining the Terns for other parties; provided, however, that such perfamrnance of other services shall not
omflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve
any such conflicts of interest in favor of the City.
6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the
contractor agrees to notify the City and complete any required form if the Contmctor retired under a State
of Washington retirement system and agrees to indemnify any losses the City may sustain through the
Contractor's failure to do so.
7. TERMINATION
Prior to the expiration of the Term, this Contract may be to minted inmediately, with or without
cause by the City.
B.] Qmn= 1ndGrr�iSeat gp. The Contractor agrees to mdeamify, defend and bald the
City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims,
demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons
or entities, including, without ]hesitation, their respective agents, licnesees, or representatives, arising
from, resulting froth, or connected with this Contract to the extent caused by the negligent acts, errors or
omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach
of this Omtract. Contractor waives any inurn nity that may be granted to it under the Washizzgton Statc
industrial lnserrance Act, Title 51 RCW. Contractor's indemnification small not be' limited in any way by
any limitation on the amount of damages, compensation or benefits payable to or by any third party under
workers' compensation acts, disability benefit acts or any other benefits ads or programs.
8.2 City lnderrmification The City agrees to indemnify, defend and hold the Omtractar, its
officers, directors, shareholders, partners, employees, and agents harmless from any and all claims,
demands, losses, actions and liabilities (including casts and attorney fees) to or by any and all persons or
entities, including without limitation, their respective agents, licensees, or representatives, arisnug from,
resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or
omissions of the City, its employees or agents.
8.3 S un ival. The provisions of this Section shall survive the expiration or tart�wtivn of this
Contract with respect to any event occurring prior to such expiration or WminaUOIL
9. INSURANC)?
9.1 Minimum Lirrrits. The Contractor agrees to carry as a the following insurance,
in such forms and with such carriers wbo have a rating, which is satisfactory 10 the City:
20131212000921.024
(1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to
i the laws of the State of Washington;
(2) Commercial general liability insurance with combined single limits of liability not less than
$2,000,000 for bodily injury, including personal injury or death, products liability and property
Eger
(3) Automobile liability insurance with combined single limits of liability not less than
$2,000,000 for bodily injury, inchiding personal injury or death and property damage.
(4) If any structures arc involved in the Contract, the Contractor shall nainta an All Risk
Builder's Risk 2 form at all times in an amount no less than the value of the structure until final
acceptance of the project by the City.
9.2 Endmemcnts. Each insurance policy shall contain, or be endorsed to -contain, the
following provisions:
(1) Thu City, its Officers, officials, employees, volunteers and agoras shall each be named as
additional insured
(2) Coverage may not be talmia" or reduced in limits except after thirty (30) days prior
written notice by certified nail, return receipt requested, to the City.
(3) Coverage shall be primary insurance as respects the City, 'its officials, employers and
volunteers. Any insurance or self-insuranice maintained by the City, its officials, employees or
volunteers shall be in excess of Contractor's fimuinee.
(4) Coverage shall apply to each insured separately against whom claim is made or suit is
brought.
(S) Coverage shall be written on an "occurrence" forth as opposed to a "claims made" or "claims
paid" form
9.3 Vc66catiaa Contractor shall furnish the City with cxtifficatm of insurance evidmckg
the cova-age required by this Section, is compliance with the Certificates) of lnsura= Form attached
hereto as Exhibit ' F," which certificate must be executed by a person authorized by the insurer to bind
coverage on its behalf The City reserves the right to require complete certified copies of all required
insurance policies, at any time.
9.4 Subcon"ctors. Contractors shall include ail subcontractors as additional insured under
its policies or shall furnish separate certificates for each subcontractor. Ail coverage for subcontractors.
shall be subject to all of the requirements stated herein.
9.5 17eduObles and $elf j s�tcritialss. Any deductibles or self-imwedrdw ions must
be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall
either reduce or eliminate such deductibles or self -insured retentions or procure a bond guaranteeing
payment for any amounts not covered by the insurance by reason of such deductibles or self -insured
retentions.
20131212000921.025
9.6 Asbestos Abatement en Ha=rdoys Materials. If asbestos abatement or hazardous
materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide
scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City.
Contractor shall not commence any Work until its coverage has been approved by the Risk Manager.
9.7 Tgrminafion The Contractor's failure to provide the insurance coverage required by this
Section shall be deemed to constitute non -acceptance of this Contract by the Contractor and the City may
then award this Contract to the next lower bidder.
The provisions of this Section shall survive the expiration or termination of this Contract with
respect to any event occurring prior to such expiration or termmnabon.
e . 7 • : _ LTl��1ll11!]N
Pu mumt to RCW 39.08.010, Contractor shall post a Pcrfarmancc/Paymcrit Bond in favor of the
City, in the foam attached to this Contract as Exhibit "G" and incorporated by this referetux, in a dollar
amount satisfactory to the City; to guarantee Contractor's pcxformance of the Work to the City's
satisfaction; to insure Contractor's performance of all of the provisions of this Contract•, and to guarantee
Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's
obligations under this Contract shall not be limited to the dollar anxxM of the bond.
Alternatively, pursuant to RCW 39.08.010, at the option of Cozctracterr, if the value of this
Contract as less than Thirty -Five Thousand Dollars ($35,000.00), the City may, in lieu of a bond, retain
fifty percent (50%) of the Contract amount for a period of thirty (30) days after the date of final
acceptance, or until receipt of all necessary releases from the Departmwnt of Revenue and the Department
of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later.
1 i . SAFETY
Contractor shall take all necessary precautions for the safety of employees tin the work site and shall
comply with all applicable provisions of federal, state and municipal safety and health laws and codes,
including without limitation, all OSHA/WISHA requirc=nts, Safety and Health Standards for
Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24
WAC), and General Occupational Health Standards (Chapter 29"2 WAC).
Contractor shall erect and properly maintain, at all times, all necessary gwz&, barricades, signals and
other safeguards at all unsafe places at or near the Work for the protecticm of its employees and the
public, safe passageways at all road crossings, crosswalks, stint intersections, post danger sips warning
against known or unusual hazards and do all other things necessary to prevent accident or loss of any
kind Contractor shall protect from damage all water, sewer, gas, steam or other pipes or conduce, and all
hydrants and all other property that is likely to becorne displaced or'damaged by the execution of the
Work. The Contractor Shall, at its own cape nsc, secure and maintain a safe storage place for its materials
and eguipmcrit and is solely responsible for the same.
12. PUMN LING WA GM
12.1 Wages sf Em loyal. This Contract is subject to the zoinnir= wage requirtMMM of
Chapter 39.12 of the Revised Code of Washington, as now existing or hereafter amended or
supplemented In the payment of hourly wages and fringe be wfit5 to be paid to any of Contractor's
laborers, workpersons and/or mechanics, Contractor shall not pay less than the "prevailing rate of wage"
for an hour's work in the same trade or occupation in the locality within the State of Washington where
20131212000921.026
such labor is performed, as determined by the Industrial Statistician of the Department of Labor and
Industries of the State of Washington, which "prevailing rates of wage" are attached hereto as Exhibit
"H" and incorporated berein by this reference. Prevailing wages paid pursuant to this Agreement shall be
the prevailing wage rates, which are in effect on the date when the bids, proposals, or quotes were
required to be submitted to the City.
12.2 E to -EmItiling Wkge. The prevailing wage -requirements of Chapter 39.12
RCW, and as roquircd in this Contract do not apply to:
(1) Sole owners and their spouses;
(2) Any partner who owns at )cast 30% of a partnership; and
(3) The President, Vice President and Treasurer of a ocnporation if each one owns at least 30'/e of
the corporation
12.3 Bnofting Rr&ukun=. Contractor shall comply with all reporting requirements of the
Department of Labor and Industries of the State of Washington Upon the execution of this Contract,
Contractor shall complete and file a Statement of Intent to Pay Prevailing Wages with the Department of
Labor and Industries. Upon completion of tht Work, Contractor shall complete and file an Affidavit of
Wages Paid with the Department of Labor and Industries. Contractor shall deliver copies of both the
Statement of Intent to Pay Prevailing Wages and the Affidavit of Wages Paid, catifiedby the Department
of Labor and Industries, to the City.
12.4 ergs. In the event any dispute arises as to what are the prevailing rates of wages for
work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter
shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of
Washington and the decision therein shall be final and conclusive and binding on all parties involved in
the dispute.
13. FAE-URE Tp_1?, y SUB!QO RS
In the event the Contractor shall fad to pay any subcontractors or laborers, or fail to pay for any
materials or any insurance premiums, the city may terminate this Contract and/or the city may withhold
from the money which may be due the Coriftwor an amount necessary for the payment of such
subcontractors, laborers, materials or innuance premiums.
14. 9—NnJUNHIP OF DOCIUMS
All originals and copies of wank product, including plans, sketches, layouts, designs, design
specifications, reoords, files computer disks, magnetic media, all finished or unfinished do=ncnts or
material which may be produced or hxxtified by Contractor while performing the Weak shall become the
property of the City and shall be delivered to the City at its request.
tea► ��'� �M
Any records, repeats, information, data or other documents or materials given to or prepared or
assembled by the Contractor under this Contract will be kept as confidential and shall not be made
available to any individual or organization by the Contractor without prior written approval of the City.
20131212000921.027
-, 14- 10I.M7012L ••
The Contractor agrees to maintain books, records, and docuurnents which sufficiently and properly
reflect all direct and indirect casts related to the performance of this Contract and such aocowiting
procedures and practices as may be deemed necessary by the City to assure proper accounting of all fimds
paid pursuant to this Contract. These records shall be subject at all reasonable times to inspectim review
or audit by the City, its authorized representative, the State Auditor, or other governmental officials
authorized by law to monitor this Contrad.
At any time ordered by the City and irnmediateiy after completion of the Work, the Contractor
shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from
the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no
event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by
the Contractor to the City and/or the City may deduct its costs from any remauim* payments due to the
Contractor.
18.1 Contractor Vyrificafim The Contractor verifies that it has a certificate of registration
with the State of Washington; has a current state unified business identifier number, is not disqualified
from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial
insurance as required by Title 51 RCW, if applicable, has an employment security department number as
required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82
RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if
applicable; and possesses an elevator contractor license as required by chapter 70.97 RCW, if applicable.
18.2 . The Contractor shall include the language of this section in
each of its first tier subcontracts, and shall require each of its subcontractors to include the same language
of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting.
parties. Upon request of the Owner, the Contractor shall promptly provide dontation to the Owner
demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The
requirements of this section apply to all subcontractors regardless of tier.
18.3 Submtmqtoy Vgrifiwion. At the time'of subcontract execution, the Contractor shall
verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a
current certificate of registration in compbanm with chapter 18.27 RCW, which mist have been in effect
at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI)
number, Not be disqualified from bidding on any public works contract under RCW 39.06.010 or
39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's
employees working in Washington, as required in Title 51 RCW, if applicable; A Washington
Employment Security Department number, as required in Title 50 RCW, if applicable A Washington
Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable;
An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contracto3
license, if required by Chapter 70.87 RCW.
19. GENERAL ELQViSIQNS
20131212000921.028
19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties
with respect to any matter covered or mentioned in this Contract and no prior agreements or
understandings pertaining to any such matters shall be effective far any purpose.
19.2 MQdifica No provisions of this Contract, including this provision, may be amended
or added to except by agreement in writing signed by the Parties or their respective successors in intt;rest.
19.3 EWI Force and P-ffw. Any provision of this Contract, which is declared invalid, void or
illegal, shall in no way affect, irrTair, or invalidate any other provision hereof and such other provisiions
shalt remain in full force and effect.
19.4 Asti nutrient. The Contractor shall not transfer or assign, in whole or in part, any or all of
its obligations and rights hereunder without the prior written consent of the City. In the event the City
consents to any such assignment or transfer, such consent shall in no way release the Coartractor from any
of its obligations or liabilities under this Contract.
19.5 5900IMM h cwt. Subject to the preceding Subsection, this Coatrad shall be
binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns.
19.6 &=Cy Fees. In the event the city or the Contractor defaults on the performance of any
tears in this Contract, and the: Contractor or City places the enforcement of the Contract or any part
three 4 or the collection of any monies due, or to becotm due hereunder, or recovery of possession of
any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own
attorneys' fees, costs and expenses. The venue for any dispute rclaled to this Contract shall be King
County, Washington.
19.7 N o Waiv41. Failure of the City to declare any breach or default immediately upon
occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or
default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to
declare another breach or default.
19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted
in accordance with the laws of the State of Washington.
19.9 Aujhori . Each individual executing this Contract on behalf of the City and Contractor
represents and warrants that such individuals are duly authorized to execute and deliver this Contract on
behalf of the Contractor -or City.
19.10 Notiacs. Any notices required to be given by the City to Contractor or by the Contracttor
to the City sha11 be delivered to the Parties at the addresses set forth below. Any notices may be delivered
personally to the addressee of the notice or may be depcsited in the United States mail, postage prepaid,
to the address set forth herein. Any notice so posted in the United States mail sha11 be clued received
three (3) days after the date of nnailing.
19.11 C�sti The respective captions of the Sections of this Contract are inserted for
convenience of reference only and shall not be dt=A to modify or otherwise affect in any respect any of
the provisions of this Contract
19.12 Ferforrrsano. Tirnc is of the essence of this Contract and each and all of its pravisions in
which performance is a factor. Adherence to completion dates is essential to the Contr-acxor's performance
of this contract.
20131212000921.029
19.13 Conlianc; with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54,
as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be
rendered null and void, at the City's option.
19.14 C mflislitta Provisions- In the event of a conflict between the tox and provisions of any
of the Contract Documents, the City Manager or his or her designee shall issue an intapretation of the
controlling document, which interpretation sbalk be final and binding.
DATED the day and year set forth above.
CITY OF FEDERAL WAY
�A7111Ad
Brian J. ark Interim City Manager
33325 " Avenue South
PO Box 9719
Federal Way, WA "063-9719
A ST:
iW
Clerk, Carol Maluly, CM
Co U C.
Hoffmi, dent
27633 1: 400m Way
Emntclaw, WA 98022-7725
1-360-825-9797
STATE OF WASMNGTON )
ss.
COUNTY OF
On this day personally appeared before me Randy R Hoffnim to me known to be the President of Hofbm
Constriction Inc., that execated the foregoing instrument, and admoMedged the said inso cut to be the free and
voluntary act and dead of said cw1wation, for the uses and purposes therein mentioned, and on o0h stated that
he/she was authorized to execute said instramrni and that 1he seal of mxk if any, is the cotpacak seal of said
corporation..
GIVEN my hand and official seal this 13 ' day of —f C CM'be V— 2W9.
�Q, . 10Sllpry , .= (tyPO& load nerve of nolary)
Notary Pablic in and for the Stria of Wasshmgwn.
�Q�AR� = My Crsrrtmicv CS 10 1& - 0
20131212000921.030
EXHIBIT 3
20131212000921.031
ti
OW ENVIRONMENTAL SERVICES, INC
Environmental Consulting & Compliance
PRE DENOUTTON ASBESTOS INSPECRON
31616 6' Avenue SW
Federal Way, WA 98003
PROTECT: Pre DemoWon Asbestos Inspection
LOCATION: 31616 67" Avenue SW
Federal way, WA 98003
CLIENT: ❑ty of Federal Way
33325 P Avenue South
P.O. Box 9718
Federal Way, WA 98063-9718
SITE Andy Kelrsey OLEO
CONTACT: (253) 835-2631
PR07ECr Identify asbestos containing materials that will be impacted by planned demolition.
DESCRIPTION:
EXECUTIVE This inspection was completed at the subject property on Monday November 3P,
SUMMARY: 2009.
Samples of suspect Ashesios Containing Materlals (ACM) were taken during this
Inspection. Locations from which the samples were taken are keyed to the provided
drawing.
Asbestos Containing Materials
s No asbestos containing materials were identified In any area lrrspctad.
BUILDING - The structure Inspected is an approximately.1,200 square
flood, vacant two Level,
DESCRIPTION: residential unit.
The structure Is constructed of materials traditional to this type of unit.
Nearly all Interior finishing materials were Bound to have been removed previously.
Remaining interior partition walls are a combination of non -asbestos containing
gypsum wallboard and 2 x 4 wood flaming.
Insulation was Identified as non -asbestos containing fiberglass and cellulose
materials.
No suspect asbestos containing plumbing system insulation was identified in any area
inspected.
34004 9th Avenue South, Suite 12, Federal Way, Washington 98003
Phone: (253) 927-5233 Fax: (253) 924-0323
www.nowenvironmental.com
201312120009$1.032
BMLDING The limited amount of flooring Installed in the structure was found to be non.
DESCRIPTION: asbestos containing vinyl sheeting and Carpeting over a wood substrate.
(CONTINUED)
Roofing on the structure was identified as non asbestos containing 3-Tab tiles with
building paper.
INSPECTION On Monday November 3e', 2009 NOW lEnvirunmental Services campleted this
DATE: inspection of the subject property and collected the samples described in this report,
INSPECTOR
n 2
ENDORSEMENT
1 Joseph W. ,lade
Proms Manager
PRO]ECT
REVIEW:
��rbelp..—
nn�
General Manager
ANALYSTS
Polarized Light Microscopy
METHOD:
PARAMETERS: Puget Sound Clean Air Agency (PSCAA). and Washington State Department of Labor
and Industries (L&I) regulations require an Inspection of all buildings for the
presence of asbestos-Qonteining materials (ACm) prior to renovation or demolition. +
ACT4 is identified as those building materials containing one percent (1,0%) or more
of asbestos as veffied by laboratory analysis. All building materials fabricated prior
to 1980 are assumed to contain asbestos unless proven odierwise by a ceralled
building inspector.
DEFINITIONS: (1) Thermal System insulation (M):
These matadals are defined as those applied to pipes, fillings, bollers, tanks, duds or
Other structural components to prevent heat loss or gain.
DEFINITIONS: (2) Surfacing Materials:
(CONTINUED)
These are defined as arose materials that are sprayed -on, hm eled-on or otherwise
8PPI d to surfaces Including, but not limited to, lath and plaster, acoustical plaster
on cellings, paints, fireproofing materials on structural members or other materials on
surfaces applied for decorative purposes.
(3) Miscellaneous Materials:
All other building maberials that may be ACM but not surfacing materials or TSI fall
Into this category,
SAMPLES light primary asbestos bulk and five associated secondary samples were wMac ted
EXTRACTED: for the purposes of this Inspection.
Pre D -6011tfvn AOestw rhWactloe
31696 6 w Averum SW Federef Way, WA Page 2 of 3
NOW EnvOunmenial 5ervlaW Prof kt AT09-0320 November, 2009
N
20131212000921.033
The Following Items Were Analyzed and Found To Be Non-Asbesbos Containing Material
31616 C14 Avenue SW
Federal W WA
Sam e #
Descri on
Location
Anahqgg
Ola
Black 3-Tab Rooflng
Roof
Non -Detect
Olb•
BuOding Paper
Assocated w 01a
Roof
Non -Detect
02
Insulation Paper Baddng
w Assodated Dark Mastic
Throughout
Non-DeW
03a
,mint Compound
Assocated w 03b
Throughout
Non-Deiect
03b
Wallboard
Throughout
Non-Debed
04a
3oint Compound
Associated w 04b
Throughout
Nora -Detect
04b
Wallboard
Throughout
Non -Detect
05a
3otnt Compound
Associated w 05b
Throughout
Non-Debed
05b
Wallboard
Throughout.
Non-Debed
06a
Bride
Fireplace
Non -Detect
06b
Mortar
Associated w 06a
Fireplace
Non -Detect
07
Light Gray Geometric Pattern Self Adhesive
Vinyl Sheeting
Bath
Non -Detect
08
Green / Cream Vinyl Sheeting
w kso ataed Burlap Baddrig
Bath
Non -Detect
LIMITATIONS During renovation it is possible that additional suspect ACM and - / or hazardous
AND materials may be discovered Mthfn wall, floor, celiing sandwiches or other
INACCESSIBLE areas/systems not aomssible at the time of this Survey. Should such suspect material
AREAS: be discovered, a certified building Inspector is required to sample and test the
rnatm'sals to provide evidence that they are non hazardous containing materials
NOW Envlronmental Services Is neither responsible for the classification of materials
that are not Identifiable With reasonable diligence, nor for the identification of
materials beyond the scope of this project as we understand iL
This ►ePW eared its Contents are limited tv the saVe and atdvfdes pmrhwrrtad at dw subject propefty as de=fbed
We neprms.ent drat our swvfaes wee perMomped wldd a the llntltF FresbOad by aWksbia regui dom and bi a
amartar' cormWerat with the feveef of rare and rich ort lnarfly erwdsed by other pnd6mk W cwuzdfanf9 under
sMdlar dr=umsftrjom No cheer reprgmsratadan fs made to the die4 eoomced or hnplfed, and no warranty or
guarantee is lnduded or Intended
pre Demolition Asbestos Zftpedfan
31616 6— Avenue SW Federal Way, Wit Pape 3 of 3
NOW Envirarumbibf Services Project p 0"320 November, 209
20131212000921.034
EXHIBIT 4A
20131212000921.035
1 ,}
Puget. Sound Clean Air Agency
1904 3rd Avenue, Suite 105
pscieanair.org Seattle, WA 9a101-33i7
Puget Sound Dean Air Agency phone 206-343-8800 1 1-800-552-3566 fox 206-343-7522
Asbestos Notice of Violation No. 4-042515
Case No: 201008010 Registration No.: Violation (late: On or before mano Time: 2:50 p.m. County King
Location of Violation (Address) 31616 - 6"' Ave SW Cily• Federal Wis Tp95023
Certi led Mall No.: Nrms
Charles Garner
Mailing Address
29811 Marine View Dr SW
Violation of Regulation lit, Section(s):
City, State
Federal Way, WA
Responsible Person, Title
CHARLES GARNER, OWNER _ j Yip Phone
98023.3422
04.02 Failure to have an AHERA bldg. Inspector conduct an asbestos survey before performing a renovation
or demolition.
904.03 Failure to notify the Agertry prior to demolition of a strudum.
❑ 4.64(a) Failure to remove all ACM before any renovation or demolition project that may disturb the ACM.
0 4.051b)(7) failure to seat ACWM in leak-lighl containers as soon as possible after r6moval but no later than the
and of each work shift.
t..) 4.05(b)(8) Failure to keep absorbenUnonabsorbeni ACWM saturatedicooled with liquid wetting agent until seated
in leak -tight conlabmrs.
❑ 4.07 Failure to dispose of asbestos containing waste material at a waste disposal site authorized to accept such
waste within 10 days of removal.
Facts Alleged to Cdn5lilute a Violation:
* 128110 @ 2:50 p.m. f confirmed that a structure was demolished at 31616 — 60 Ave SW in Federal Way,
WA. Per City of Federal Way Deownber 2009 Building Permit report. Charles Garner and Hoftrrian
Construction Inc obtained a permit from the City of Federal Way to demolish the structure. No notification
was provided to the Agency for demolition of the structure.
Corrective Action Order You must lake the corrective action described below.
® Within 10 days of the date you receive this Notice of Violation, submit a written report descrt*V the acbon you
have taken to correct this violation and achieve compliance with Agency fegulations.
Issued by: Daterrinre: - Mailed 2/19/f o
Khn Cola, Inspector, 206489-4020
Reeebved by
signalore
Signing this document is not an admission of guilt
Print Rome
Form No. 66-150-1 Asbestos Notice of Ynlation Rev 1123/67 RbH:LSS pagwo 7 of I
a
20131212000921.036
EXHIBIT 4B
20131212000921.037
.ram i -i •-Mcaftey
--,---�_...__...,-- __,:.,,__.
CbANVIi rr-r DeAjopmW OM*MMqf►
Puge% �ggnd Clean, -Air Agency JllN 5
.1904 3rd Ave Ste 1.0&, Seattle, WA 9$101-3317 2010
p■cfsa'nalr.org Ph 206.343.8800 - 1-800-552-3565 • Fax 206.343.7522
_. ]Illritteb Warning.. N
Case No. ti O - fl 9� 0?
Registration No.:
Violation pate: County:
a�6 D Time: oV .,So
Localion of Violatiba Address : f �; yh �,�
Name:: Ci Izi ��C�oZ 3
Rozwnsbe Person. Tifa:
••...•r•� � •F �� halo�je
" A dress City, State �' , -
Phone
Regulations Violated:
Violation Description: 1w
It
1 y h ra
cG -
if you do not take the corrective action described below to campiy with .the regulations of the r
Puget Sound Clean Air Agency, the Agency may issue A No#ire of:Violatlon that rrtay'result in
a civit penalty. i
This Agency will contact you if your corrective action for this notice was not received or was
Insufficient, otherwise consider this document closed.
�eY
submit a -
written report describing the action you have taken to correct this
violation and achieve compliance with agency regulations.
❑ gy: you must
Issued by: '
Date/Time: -71 D
L.
Received
S flalUliB I
elle' M name
�'
Signing this docurneftHs not an admission uf�uilt. ;
Form No. 70-121 Wrdten Wafr"-Rev:1/07 JLN!LSs
20131212000921.038
EXHIBIT 5
20131212000921.039
CITY OF CITY HALL
Fe d e ra ! Way 33325 8th Avenue South
AAallirtg Address: f'O Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www.ci"ffedLrarway.com
Kim Cole Junc 4, 2010
Puget Sound Clean Air Agency
1904 3" Avenue. Suite 105
Seattle, WA 98101-3317
Re: City File #08- 1 03932-WVO, ASBEsTos NoncE our VIOLATION, #04-042515
Demolition of Garner Residence; 31616 6* Avenue SW, Federal Way
Dear Kim Cole:
I received a copy of an Asbestos Notice of Violation, as noted above, that was issued to property owner
Charles Ckrner for failure to notify your agency of a demolition project in cite City of Federal Way.
This letter is being written to advise you that the demolition of the structure known as the Garner
residence was a court ordered abatement of an unfit structure that was completed by City of Federal Way
staff, and not the property owner Charles Garner.
I was assigned as the project manager overseeing the dcrnolition. l am aware of the asbestos regulations
from your agency. I obtained an asbestos report and filed a notification online for the project, including
the �75.00 fee that was required I was unaware that I had trade a mistake in entering the site address for
Notification #200902669 until it was recently brought to my attention. The address listed on the
notification, 803 SW 312"' Street, is the Sam's Market property owned by the Medina family. I worked on
a code enforcement action at the Medina property in 2009; however, it did not include any demolition
work. I do not know how I made the mistake.
Please understand that this was truly a clerical error on my part and is in no way an attetript•by the City of
Federal Way, or me personally, to fail .in notifying your agency as required. Please accept my apology for
my error.
If you have any questions, or wish to view my entire case file, please do not hesitate to contact me at 253-
835-2631 or cyttthia-keirsey@cityoffederaiway.cotn I have included a copy of the dsbestos report,
notification #200902669, and the Asbestos Notice of Violation for your records and review.
Sincerely,
Cynt • Keirsey.
Code Enforcement Officer
enclmuvs
c: Lee Bailey, Building Otticial
Peter Beckwith, Axxialant City Atttwney
Charles Gatrnr. HuQirnu Om-Aructitm. 29811 Marine View Chive SW, Federal Way, WA 98011-3422
WcroA a
20131212000921.040
EXHIBIT 6
20131212000921.042
EXHIBIT 7
20131212000921.043
pscleanalr.org
Puget Sotmd Clean Air Agency
I
Working together for clean air
June 29, 2010
Agency Case No. 201008010
Charles Gamer
29811 Marine View Dr SW
Federal Way, WA 98023
INTERIM EXECUTIVE
OIRECTOA Closure of Notice of Violation No. 4441515
Jamee L. Nolan
Notice of Violation Location:
31616 6th Ave SW
10ARO OR DIRECTORS
Federal Way` A, 98023 a
BREMERTON
Polly LOW, Mayor
Based on infonnation provided, this Agency considers the above referenced
E ve R E TT
matter closed as of this date and will take no further enforcement action for
Ray Stephenson, Mayor
tWs'violation.
Peul'Roborle, Board Chair
KING COUNTY
Sincerely,
Dow Constantino, Executive
KITSAF COUNTY
Charlotte Garrido,
Commlealoner
Rick Hess
rIENCE COUNTY
Supervising Inspector
Pal McCarthy, Esaoullve
PUSLIC AT LAROE
RDH:LS'S
Marina Color-wlldamlth
SEATTLE
Milo McGinn, Mayor
SNOHOMISH COUNTY
Mike Cooper. Councilman
TACOMA
Jake Fay, Councilman
I
Photo■ 200.343.8800 or 1.500.552.3505 Ras 200.343.7522
1904 Third Avenue - Suite 105 Seattle, WA 88101-3317
20150212000186.001
RETURN ADDRESS:
SHANNON ULRICH
BOX 963
CARDSTON ALBERTA CANADA
TOKOKO
TAX DEED
STATE OF WASHINGTON
ea.
County of King
I ' l
I
20150212000186
KC TREASURY - D 12.00
PAGE-001 aF e6l
KING2COUNTY. WA
E2713499
02/12/2015 10:06
KTQ% COUNTY, YR $10.00
SALE $0.00 URGE-001 OF 001
No. 44699
KCSC NO.14-2-16241-8 SEA
THIS INDENTURE, Made this 12th day of December A.D. 2014. between SCOTT MATHESON, Treasury
Operations Manager, Finance and Business Operations Division of King County, State of Washington,
party of the first part ("Grantor'), and SHANNON ULRICH, party of the second part ('Grantee'):
WITNESSETH, That whereas, at a public sale of real estate held on the 12th day of Decemter A.D. 2014,
pursuant to a real property tax judgment entered In the Superior Court in the County of King on the 26th
day of November A.D. 2014 in proceedings to foreclose the tax liens upon real property and an order of
sale duly issued by sald court SHANNON ULRICH, duly purchased in compliance with the laws of the
State of Washington, the following described real estate, to wit
LOT 3 OF KC SHORT PLAT # 675058
RECORDING NO 7510230610 SD PLAT
DAF E 256.5 FT OF W 286.5 FT OF
N 112 OF NE 114 OF SW 1/4OF
SE 1/4 LESS E 85.5 FT OF N 1/2
THOF LESS CO RD
SECTION 7, TOWNSHIP 21, RANGE 4 EAST, WM, TL-9097
Tax Parcel No 072104-9097-09,
SUBJECT TO EASEMENTS ESTABLISHED OF RECORD ON OR BEFORE JANUARY 1, 2011, IF ANY.
And that said party of the second part has complied with the laws of the State of Washington necessary to
entitle said party to a deed for said real property.
NOW THEREFORE, know ye that I, SCOTT MATHESON, Treasury Operations Manager, Finance and
Business Operations Plvision King County, State of Washington in consideration of the premises and by
virtue of the statutes,of.the State of Washington, in such cases provided, do hereby grant and convey to
SHANNON--uiLRIbCN 'his'h irs and assigns forever, the said real property hereinbefore described.
y OFfi1C,',- 3a4
Q. ` �'/y
4
Z;
• Imo. /
Given under my hand and seal of office this
112'' day of December A.D. 2014.
'0fl 9�,� FR
SCOTT MATHESON, Treasury Operations Manager,
Finance
o ° ,.'�5� a
�1�� I�CrQ .�
and Business Operations Division,
King County, Washington
4
Y
C
f
c
3 SHORT PLAT NO. t7�
KING COUNTY, WASHINGTON
This apace reserved for
APPROVAL
F
recorder's use
Department of Community i rnvironnental Development
4
Division of Land Use Management. V
n•
COR-PUJ_
Examined and approved this ! lay.of
..
.�
- --- Ri0iJ:5'.;
9
yV
f.
F 'NT 23 PIA 3,..31
Director, Division of Land Use ranagcment
ca
13IRZCTOF�
Rc�CI'03 A ELECTIDUS
Department of Public Works
WkSH.
KIN; CCUNTY,
Examined and approved this y of
_
O
1975 ,
Filed for record at the
,request of. -
r.
Name
Department of Assessments
m
Examined and approved this day of ',
"�•
it
HA.RLEY K 110kilE :•'
�
r
ti
Return to:
Assessor
6
Land Use Management Div.
+
a
W225, King Co. Courthouse
i ��'
Seattle, Washington 98104
Deputy assessor
`
a.
a•
LEGAL
DESCRIPTION
.ici.4 h U,: C'6I
-
r
+Jc•c:�h -_-ets
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•
'14 C� 5 C_-:+I UN 7+ I
1v16+Nca P%q 6•i r asi
, W. Nk. �• I: �(1r, r �+- +1': ....1: �«. C. `�� S' ��• - •T f?t
,-. l�,
rN
pT -f %1C �or 1{� l/Z T�crc Gt T <A a1G n i ire.. �Ou��fy oT
s
1 • - • - - , •'Y: a 4 ti
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Map on. File In Y9uit
iy.:.. 1p�ii r^•R ': r-.', ,� }..t�.•, '!,i e�•- 4��tz`'i'.y'�°,n : {:r � ;�! ;rywiF'�,,¢►'��+ R, S.'k�: , r' ,. .
1
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DE CLA RATIO\ : `+
Know all mean by these presents that we, the undersigned, o;)er(s) in fee N,•'"�
simple jand contract purchaser(s),of the land herein described do hereby s
make a v ort subdivision thereof pursuant to RCW 58.17.060 and declare
this short plat to be the graphic representation of same, and that said
short subdivision is made with the free consent and in accordance with t +
the desire of the owner(s).
In witness whereof we have set our hands and seals.
} O 'moms lficnael& Smith
r ame
o N ame
Gain Susan Seta
CV
ame N ame
Name Name
i STATE OF WASHINGTON j
d SS. ,
i County of King f
1 On this day personally appeared before me Thomas M. Smith and
Gail Susan Smith husband and wife
J'
to me known to by the indi vi duals described in and who executed the within and foreq--- rn
irstrurent, and acknowledged that they signed the same as their free and voluntary y
{ act and deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal w)' 2nd day of September �lg 75
: • ! i ,
t.-otary public in and for Lha State -of Washington,
residing at Ta=oxa =k
F -y T ••_ �. — � S 7 a
I STATE OF W-A!5HINGTOti [) s r ',' sr•
1
i
Or, this day personally appeared before me -
to me known to be the individual described in and who executed the within and foregoing 4'
instrument, and acknowledged that signed the save as free and voluntary
r act and deed,_for the uses and purposes therein mentioned.
GIVEN under M hand and official seal this day of 19�
Notary public in and for the Mate of Washington, 1.
- residing at
sell F.
£ Short Plat Number (27 S O S? Page Z of r k~ xY
y t s
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- SbOA't plat 'Yn.,r'na s .Parke
• s,•. •rR•r• � • a. - • ? ar � z 3 ,� �� 4°�' r�`� Bao ''.r,^• ice•' St,
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OR CONNEMON CHARGES
f•
NOTICE OF A17AITIONAL TAP
TO R.C.ti. 65.08.170
FUIMUM
_
STATIv 'OF .;SHINGTON).
ss.
-
Cow3Cy of l[iilg ) .
being first duly sworn on oath, deposes
Thundarsigned,
e
and says:
t and is •autYzarued
'liiet he is the duty 'appointed and acting kfsitsagez of . zed
_
F -
King County, i�ashington r
gist That No. -is
to. file this. notice:
tl•e attaebed E�+ibit "A"
t
the lauds d�geribed on es before .
additional -tap or connection charges able by
sum 1M.
=
subject to
are 3 de. The pxeceise
cnnneetian 124,
for water can be. 'Water District•Nr�q request
fain beFQ►�[nl
parcel therein yhpWashitzgtvn. Upon
Is Avenue South,-
-
At .
x "LamMHr t ager
Water AistrictNO. 124
_
King Coumty, Washington
�..
Ix d day of
to before melt
s bscribed -and sworn
�ll
" otaxy iC 11 or t tare
of Washington, residitAg at
is
RECi]�' ELEt"'"'
i
Thence resterly along said North lir.! ::nd its Westerly
extension to its intersection with the centerline of 12th Avenue
southwest;
said centerline to its inte
Thence Northerly along-
rsection
With the centerline of marine View Drive;.
iA
LEGAL DESCRIPTION-
Bouqdary,
= _.. King.County Water nistrict No.: 124
April 1981
at the Northeast corner aE•the SE
1/4 of Section 6,
'Beginning
Tbwnsbip 2T North, Range 4•Bast, N.M.;_
'Thence Westerly :along- ttie. North -line - thereof
to its inter- • .
i>
sectidn with the west 'line of the East -1/2 of the
East 1%2 of the:
.'
-NW 174 .of the --said SE 1/0,; .
"
^
Thence Southerly along said West line to -its
intersection
with the North line o£ the -SW .1/4 of the- said SE
1/4;-
�+-
Thence Uesterly along said North line --to its
intersectioi"
-"
with the East line of the West- 1/2 of tha West 1/2 of the said SW
&
1j4 of the Se .1/4;
Thence Southerly along said East line to its
intersection
with the North line, -of Maltby.Terrace,- according
to plat thereof
recorded in volume 91 of plz:3, page 52; records of King County,
'-
Washington; -
..
Thence 'South 81'0025" idest along said North
line:?59_23
feet;
Thence North 88*50137" hest 30 feet to an intersection
with the centerline of 8th Avenue Southwest;
Thence Southerly along said centerline to its intersection
with the centerline of ..obert Maltby -Road;
Thence Westerly along said centerline of Robert Maltby
Road to its intersection with the' Southerly extension of the
East line'ofLots 6 through 11, Block 6,' of Marine View Estates,
according to plat thereof recorded in volume 44 of plats, pages
59 andc60, records of Ming County, t•:ashington;
Thence Northerly along said East line and -its Southerly
extension to its intersection with the Southerly margin of
Southwest 300th:street;
'Thence lesterly along said Southerly margin to its inter-
section with.the Westerly margin of 10th Airenue Southwest;
Thence`Northerly along said Westerly margin to its inter-
section with the centerline of said Southwest 300th Street;
Thence Westerly along said centerline to its intersection
with the Southerly extension of the East line of the West 145
feet of Lots 8'through 13, Block 2, of De Marwood Addition
to King County, according to F.at thereof recorded in volume
52 of the plats, pages 4 and 5,-records of King County,
Washington;
Thence Northerly along said East line and its Southerly
extension to its intersection with the•North.line of said Lot 8;
Thence Westerly along said North line and its Westerly
extension to its intersection with the centerline of 12th Avenue
Southwest;
Thence Northerly along said centerline to its intersection
with the centerline of Marine View Drive;
MC
_.- -. ._ �.: _:ryn�%iir"'s - i�ri .. �. .. . -- --• •- --- ----- ^ - ssi ,T ..ie�k�• yhf�G�ypdY,�.. �L .
'..' •-'°�:"-"--_•fir,. - _ --- , _. _
Thence NetOeasterly alorla ,said centeri-Inn of Marine vier .
Drive to :its intersection with the South'lina of too .North
340 feetof the NB 1/4 of. the SW IA Of4aid Section 6;
"6uth
Thence. Westerly along said line and the South line of
the Borth' 340 feet of Government Lot 5� Said aect,f¢re • 6 to its
-
intersection with the blast line thereof, +rhicli is also the
Bast line of Section 1, Township 21 North, Range 3-Bast, W.N.; .
Thence Southerly along. said Eabt line to its intersection
-with the North fine - of the South 1./2-of .the SE-1/4 of said
-,-
Section 1;
1 .
/%O
le _ .
Thefice-Westerly along -said North line to_its intersection
.� with the East Line 'of Government -Lot 2, said Section 1;.
Thence Northerly along said East -line to its-intersectiol
with the North line o£ saad Government Lot 2; ;.
Thence Westerly iU ng said North lire to its intersection
with the West line.of the'East 275 feet of said Goverment
-
Lot 2;
Thence Southerly .along said.. "blest line to its intersection
with the North line of the South 530Ieet of said Goverment
=y
Lot 2;
Thence Westerly along said North line io its intersection
with the East line of the West 677.12 feet of said Government
` sI
Lot 2
Thence Northerly along said East line to its -intersection
with the North line -of said Government Lot 2;
Thence Westerly along said North line to its intersection
with the West -line of the Southeast 1/4 of'said Section 1;
Thence Southerly along said West line to its intersection
with the North line of Section 12, Township 21 North, Range 3
East, W.N'.;
Thence Westerly along said North line and the North line
of Lot 2, Block 7, of Laakota, according to plat thereof recorded
in -volume 21 of plats, page 33, recordq_of Ring County, Washington,
to its intersection with the Easterly margin of Virginia Avenue;
Thence Southerly along said Easterly°margin.to its inter-
section with the Easterly -Extension of the North line.of Lot 8,
Block 6, said Lakota;
Thence Westerly along said North line and its Easterly
extension to ics.intersection with the West line of said
Block 6;
Thence Southerly along said West line to its intersection
with the North line of the South 1/2 of the NW 1/4 of said
Section 12;
Thence Westerly along said North line to its intersection
with the West line of said Section 12;
Thence Southerly along said West line and the west line of
Sections 13 and 24, all in Township 21 North, Range 3 East.
W.N:, to its intersection with a line which is 825 feet South
of and parallel with the North line of said Section 24;
Thence Easterly along.said parallel line.to its intersection
with a line which is 150 feet Last of and parallel With the
East line of the West 1/2 of the west 1/2 of said .ection 24;
-2-
'r.
-.__"'r.
--Then-cc.Southe'rly along said:•paeallel line to its inter-
section wit tt vL: SGuthweate*tn boundary. line -a,f King County;
Thence Southeasterly along "id.t;vk,...3a:y line to #te inter-
section with -the East.line•of Ss.ctiori:25, Township 21 North,
Range-
3 Bast, w.x., which is al so the west line of Section
30, Township 21 North,'Range 4•East, W,N.;',
Thence ebnt inning • SonthOASterly-aioisg said boundary line
through'5ections 34 and 31, to its intersection with the•West
%D line,of Section 3x;
ON Thence Southerly -along said -Nest line to ito intersection
with the South line-vf said Section 32;
j Thence Zasterly along said South line, and the South line
of. Sect ions 331.34 and 35 to a point -.which is 600 rfeet-Easterl;,
CO of -the 'aautbwegt-corner -of the Sit 1/4 of the &N 1/4 of said
Section'35 all in Township 21 Borth, Range 4 East, W.K.:,
'thence Northerly to a point on.the South.l-ine of the
North 1/2 of the said SE 1/4 of the SW 1/4 which is 450
feet Easterly of the Southwest corner'thereof;
Thence No- thorly _to a point on -;the South line' of the
-North 1/2 of the said SW 1/4 which is 350 feet Easterly of
the West •line -o€ -the East 1/2 of -.the' said SW 1/4;
-Thence Easterly 'along sa.3 South iine to a point -which
is 30 feet Southerly of, and at right angles to, a point on
the South line of Lot 6, Block 17, of C.D. Hillman's Pacific City
Addition to City -Of Seattle; iivision No. 1, according to plat
thereof recorded in voluee 13 of plats, page 64. records of King
County, Washington, Which is 275 feet Easterly of the Southwest
corner thereof;
Thence Northerly to a point bn the North line of said Lot
6 which is 240 feet Easterly of the Northwest corner thereof;
Thence Westerly 240 feet along said'North line to its
intersection with the East line of Lot 5, said Block 17;
Thence'Northerly along said East line to the Southeast
corner of Lot 10, said Block 17;
Thence Westerly along the South line of said Lot t0 to the
Southeast corner of Lot 11, said Block 11;
Thence'N-3rtherly along; the East line of said Lot 11 to its
intersection with a line which is 150 feet Southerly of and
parallel with the -North line of said. Lot 11;
Thence Westerly along said parallel line to is intersection
with the West line of said Lot 11;
- Thence Northerly along said West line and its Northerly
extension to its intersection with the South line of Lot 3,
Block 180 of said C.D. llillman's Pacific -City Addition to
City of Seattle, Division No. 1;
Thence Easterly along said South line to the Southwest
corner of Lot 4, said Block 18;
Thence'Northerly along the West line of sa:-d Lot 4 to its
intersection with a line .which is 150 feet Northerly -of and
parallel with the South line of said Lot 4;
Thence -Easterly along,'said parallel .line to 'its fhtersedtion
with the West line of Lot 5,_ said Block 181;
-3-
�lrfmtl�tr.�tiB�dW.
w •fit _ ^ ..PUP
.. �. _ . ...H _
_
7
Thence Northeasterly to a.point on the East line of said
Lot S which.is-V60 feet.Southerly.of the- Northeast -corner thereof
$'fiance Northerly along said:�ast line 100-feet-to- the. _
Southwest corner'of Lot 8.-said Block 18; -
Taance Easterly along the -South line of said Lot 8 to .
its -intersection with a line which is '120-feet.Easterly of and
paiaAlel.'vit-h the.'Kest..line. .of -said. Lot 8;
Thence Northerly along 'said parallel line to -its intersection
with tie South line of the North 1/2•of the Nw t/4 cf said
0 Section 35, which is•also the North line of the Town of'Facific
and the South line, of Jovita Heights, according to plat -thereof
precoMed in volume 30 of plats, pages 124, 128, 12C, 1?0, 12E.
and 12F., records of King County, -,Washington;
io %wfice-North-89'46'09'.kokst along -said South -line to a point_.
whicb• is tiouth 0?13151• Nest. from a' point on the southline of
Lot 36,'Block 143, said. Jovita Heights, which -is 250 feet Easterly _
of the Southwest corner (hereof;
Thence North 0'13151*1 Bast to the said South line of Lot 36; "
Thence Northwesterly to a poiht on -the Northwesterly -line
of said Lot 36,which is 250 feet Northeasterly of the Southwest r
corner thereof;
Thence Northeasterly to the Northeast corner of Lot 35,
said Block 143;
Thence Northwesterly along the Northeasterly line of Lots -
35 through•26, sa_d Block 143 to the most `Northerly corner of
said Lot 26;
Thence Northerly along the Easterly line of Lots 13 through
4 said Block 143, to its intersection with the South line of Lot
3. said Block 143;
Thence E,st'erly°along said'South line and its'Easterly t -
extension.to its intersection with the :centerline of Oregon i
Drive;
Thence Northerly along said centerline to its intersection
with the Sbufhwasterly extensior of the 'South line of Lot 10,
Block 145,:said .Jovita Heights; f
Thence Northeasterly along said South line and its South-
westerly extension to.the most Easterly corner of said Lot 10;
Thence Westerly along the North line of said Lot 10 and
its Westerly extension to its intersection with the centerline of
Ohio Drive;
Thence Northerly along said centerline to its intersection
wish the Southeasterly extension of the -Northerly line of Lot -
39, Block 146, said ]❑vita Heights;
Thence -Northwesterly along'said Northerly line -and its
southeasterly extension to the most Northerly corner of said
Lot 39;
Thence Southwesterly 35 feet more or less to an angle
point on'the centerline of Oregon Drive;
Thence North 6 V02'21" West along said centerline 75.97
feet;
-4-
Thence continuing along said centerline 80u.t.h 89*50*09s
West 141.70 feet to its intersect ion- with the centerline of
Grandview ljodUvard.,•
"
Thence ..H6rtherly-- and Nortieasterly AlOnq thecentorline
of said Grandview Boulevard to its intersection' with the4orth-
weFteirl• extension of. -the Southweiterly-line of Lot 36 said
Block 146;
Borth_
when S6uthOASterly •along said MorthiMaterly extension!and-tbe
S6U_thwesterly line of. sak id Lot 36 :its SoLith4aisterly
extension to its intersection with the centerlini.of Ohio-D-Fi4e;
Thincle North 71*43129" East along said' cehte'rlitte to 6n
3 angle point the:rein;,
Thence continuing along said centerline South 72*5V21'
.C. East 123-.27 feet;
C-0
Thence .continuing al6n said centerline,North 43745 '39"
East 98.66 -feet-,
' Thendie•contknbing along said centerline North 1 '.0.3 11
West 1160.18 'fei?t;
Tr .h Northwesterly 45 feet -more or lean-to the most
ence
Westely corner of Lrot 40, said Block 146;
Thence worthe . asterly along the Northwesterly line of said
Lot 40 to the most Northerly corner thereof which is also the
Southeast corner of T-ot 20, said Block 146;
Thence Northerly along the East line of Lots 20 through
6, said Block 146,-to the Northeast: corner of said Lot '6;
Thence Westerly along the North line of zsaid Lot 6 and
its Westerly -extension to its intersection with the centerline of
Grandview Boulevard;
Thence Northerly along •said centerline to its intersection
with the Westerly extension of the South line of Lot 34, Block
83, said Jbvita Heights-1-
Thence Easterly along said Westerly extension and the
South line of Lot 34 and. its Easterly extension to its inter-
section with the cdnterline of RainierAvenue;
Thenci` Northerly along said centerline to its intersection
with the Easterly extension of the'i4orth line of Lot 24, said 1.
Block 63;
Thence Westerly 'along said Easterly extension and - the North
I kne of Lot 24 and its Westerly extension to its intersection
.with the centerline of Grandview Boulevard;
Thence Northerly -along said centerline to its intersection
with the centerline of Peansylvania Avenue;
Thence Northerly along the centerline of Penniqlvania
`Avenue,A,,e to its intersection with the centerline of Grandview
Boulevard;
-5-
_+? Thence Northerly along the centerlina of Grandview Boulevard
to its intersection vrith the .forth line of -saki 3ovita- $ei§bts,
which. is also the north line of Section4 3,,Township 21:ifort6,,
Range 4 .East, W.X. r
Thence Westerly aiong the North line of said•Section'23
} to- the Northwest coiner thereof, which is also the Southeast
corner of Section 15,-Township 21 West, IF"e 4 East. :W.N.i
Thelzee Wsterly along tiie South line of said Section 15 to
its interse-etian with the centerline of Military Road;
Thence Northwesterly along said centerline to its interser
;. tion with the South line of the.North 1/2 of the SE 1/4 of said
Section 15;
�w
Thence.Eastetly.along said South line and the South line.. _
of the North 1/2.of-the SW 1/4 of Section 14;-Township 21 North,
�Q Range 4 East, W.N.,-to'the Southeast corner thereof;
q? Thence Northerly 2,64:69 feet along the East line of the
said SW 1/4 to its intersection with the centerline'of Mt. View
Drive (-South :331st Street);
Thence easterly and Northerly. along.: said centerl-ine to.
its most Northerly ntertection with the Southerly extension -of a
line which is 2fO feet Easterly of-and'parallel with the. West
line, of Bi-Crest He. 2 Addition to king Ccunty,'according to
plat thereof recorded in i+olume 64 of plats,'page 58, records of
Ring County, Washington;
Thence Northerly along said parallel line to its intersection
with the South line of said Hi-Crest.No. 2 Addition to King County;
.Thence Westerly along said South line 210 feet to its
intersection with the West line of said Hi -Crest No. 2'Addition
to Ring County;-:
Thence Northerly along said West line°and the West line,
of Hi -Crest Addition to Ring County, according to plat thereof
recorded in volume 9�9 of plats,•page 32,•records of King County
Washington,`to its -intersection with the South line of the
NW 1/4 of the NE 1/4 of said Section 14;
Thence Easterly along said South line 39.1 feet to its
intersection with the East line of the said NW 1/4 of the NE
1/4 of Section 14;
Tbence'Norther-ly along said East line and the East line of
the SW 1/4 of the SE 1/4 of Section 11, Township 21 North, R:ancge
4 East, W.M., to its intersection with the North line of the
South 1/2 of the south 1/2 of said Sectiob'11;
Thence Westerly along said North line to its intersection
with the East line=of the West 1/2 of the West 1/2 of said
Section 11;
Thence Northerly along said East line to its intersection
with the South line of the North 1/2 of the North 1/2 of said
Section 11;
Thence Easterly along said South line to its intersection
with the East line of the West 1/2 of the East 1/2 of said
Section 11;
-6-
--- -- .A 4 cox•: Sri,. sz _ .. _ -. - . ...i3:a[ri.
_
- �R-�' - �•,• �9 � ..-2�.. - - - - v.: Jr. - - •,•.%,T,•�•.•... .._ �•'^ •'1 'r��S'^1!.�k'?'r�liir
Thence Northerly along said.East line and the East .line
_
of the Hest 1/1 oP the SE 1,!4 of Sec; inn ?, Township 21 North,F -
-
!range 4-East. w.M.•, to its intersection :vith-the:.South litre of
-'
the NW 1/4 of fire SS 1/4 of. the said ,eE .1/4 of. $ectioa 2: "•`-
Thence Easterly along said South line -to its -intersection
-with the East l ine of tt:e - Said NW 1 /4 of. the SE 1/4 of the
SE 1/< of- Section 2;" _
:.;' •,....
Thenee'Northerly, alonq`sa-id.East line to 'its -intersection
�x
with .the South line..of the SE 1/4. of the HE 1/4 of the said
- -
D SE 1/4 of Section 2; • - -'
-
^-` Thence Easterly along said South line to its intersection
with the East line of the Kest 130 feet of the said SE 1/4
of the NE 1/4 of -the SE 1/4 of said Section 2;
Thence Northerly aloac' said. _east line to its --intersection
co with the .ssouti line of the Noith.1/2 of the said.SE 1/4 of the
WE 1/4 of the SE 1/4 of. said Section 2.
Thence Easterly along said South line to its intersection
with the.East line of said Section, 2;
Thence northerly along said East line to its intersection
with the -North line of the South 835.56-feet of the-NB-1/4
of said Section 2;
Thence Westerly along said Ncrth line to its intersection
with a line which is 166.66 feet Easterly of (as measured along
the North line of said Section 2) and parallel with the East
line of the West-1/2 of -the said WE 1/4 of Section 2;
Thence 1+ioriherly-along said parallel line to its intersection
with a line which is 836.22 feet -Southerly ❑f•(as measured
along the said East line of the West 1/2 of the NE 1/4 of Section
2) and parallel with the'Snuth line of the North 351.12 feet of
the said iM 1/4 of Section 2 (as measured along the West line
thereof);
Thence Easterly alohq said parallel line'33:34 feet;
Thence Northerly ,836.22 feet parallel with the said East
line of the West 1/2 of the WE 1/4. of Sectioa 2;
Thence Westerly parallel with the North line of the said
WE 1/4 bf•Seotion-2 to a point on the East line of the NW 1/4 of
said Section 2-which is 351.12 feet Southerly of the Northeast
corner thereof;
Thence Southerly along said East line to its intersection
with the South line of the North 450.96 feet of the'said NW
1/4 (as measured along the West line of the East 1/2 of the
said NW 1/4);
Thence Westerly along the said south line of the North
450.96 feet to its intersection with the following described
line: Beginning at the intersection of the North line of theSouth 300 feet'of the SW 1/4'of Section 35, Township 22 North,
Range 4 East, IRAC, (as measured along the nest line thereof)
with the West line of the SE 1/4 of the said SW 1/41 thence
Easterly along said North line 170 feet; thence Southerly �00
feet parallel with the Best line of said SW 1/4 to an'intersection
with the 'North line of the NW 1/4 of said Section 2., thence
Southerly 300 _eet parallel with the West line of the East 1/2 of
the said NW 1/4, thence Easterly 90 feet parallel with the !forth
line of the said NW 1/4, thence'Southerly 150.96 feet parallel
with the Test line of the -East 1/2 of the said NW 1/4 to the said
intersection with the South line of the North 450.96 feet;
-7-
3
.-NIZ]�F--.—FMAY.Y`.'_ __:.s!'T t?+?. 'C.':. ' :1.' - •.ate: vr,r �s_".'•r..prt�'G,S _ - :a1yF':wr: 3!? rh Y..:..+w
—�-�•i:!R mot. .3-_- Y J.. -
Thence Northerly 150.96 feet -parallel with the West line .
of the East 1/2 of the said -NW 1/4.-
Thence Westerly 90 feet parallel with the North line of the
Y_ said NR 1/4:.. ..
r- -
Thence Northerly 300-feet parallel with the -.West line of the East.1/2 of the said NN 1/4 to an intersection with the South
line of the SW 1/4-of said Section 35;
Thence Northerly 300 feet parallel•with the West Iirie.of
o the said Su 1/4:
O Thence Westerly 170 feet parallel with the South line of_-.
the-siid SW IA to an intersection with the East line -of -the SW
1/4 of the said SW 1/4 of Section 35;
03 -
Thence eontinaing Westerly parallel with the South line =
of the said SW 1/4 of section 15• to an intersectibie frith- the
East line of the Hest 150 feet of the SE 1/4 of ibe SW 1/4 -of the
said SW 1,' of Section 35;
Thence No along said East line to .its intersection ,
with the North line of the said SE.1%4 of'the SW 1/4 of the SW
1/4 of Section 35; --
Thence Westerly along said Borth line to its intersection =.ti
with the East line of the 114 of the SSd 1/4 of the •5v? 1/4
of Sect -ion 35; F
Thence Northerly along said East line`to its intersection
with the North line of the South 1/2 of the said NW 1/4 of the
SW 1/4 of the SW 1/4 of Section 35;
Thence Westerly along said North line to its intersection
with•the East line of the SE 1/4 of -Section 34, Township 22
North, Range 4 East, W.M.;
Thence Northerly along said East line to its intersection
with the North line of the said SE 1/4;
Thence Westerly along said -North line to its intersection
with the West line of the East 1/2 of the NW 1/4 of the said SE
1/4;
Thence Southerly along said west line to its intersection
with the North line of the South 1/2 of the NW 1/4 of the said
SE 1/4;
Thence Westerly -along said North line to its intersection
with the West line of the said SE 1%Cof Section 34;
Thence Southerly along said West line to its intersection
with the North line of the South 1/2 of the South 1/2 of said'
Section 34;
Thence Westerly along said North line and thlr North 'line of
the South 1/2 of the So.ith_ 1/2 of Section :•3, Township 22
North:. Range 4 East, N.M., to its intersection with the West?rly
margin of Primary State Highway No. i !SR
Thence Northerly along said We=:erly m-rain to ;'inter-
section.with the North line of•the A 1/4 :f said Section,33;
Thence Westerly along said No;:th lire .l.a Southeast
corner of the NW 1/4 of said Section "
-8-
i
'4 '1.4. _ . •l ...�t�iT7• tit'b Y� .,•�w.1d'� •"e- —_�hw.
Thence Northwesterly to the Southeast corner of the West 1/2
of the.NE 1/4 of the said. NW 1/4;
Thence Westerly.along the South -line of the sale west
1/2 to its intersection with the East lint of the -West 1f2 of ..
- the said Hest 112 of the NE 1/4 of .the NW 1/41.
Thence Northerly along said East line to its intersection
with the North line of the South 1/1 of the said NE 1/4 of
the
Thecae Westerly a16ng said North line to its intersection
' with the West line of -the- East -V/2 of the •said NW 1/4,
:' Thence Southerly along said West line to its -,intersection
with the North line of the South 1/2 of the-said'NW V4;
O
Thence westerly along -said North line to_its intersection
with the centerline of Primary state Highway No. 1 (C.S. Bigh►ia-1
CO 991;
Thence Southerly along said -centerline to its intersection
with the North line of the..SN: 0 of said- Section` 33;
Thence Westerly along said North line and.the North line of.
the SE 1/4 of Section 32, Township 22 North, Range 4 East, N.K.,
to its intersection,with the west line of the East 1/2 o€:the
East 1/1 of the said SE 114;
Thence Southerly along said West line to its intersection
with the North line of the SE 1/4 of the said SE 1/4'of Section
32;
Thence Westerly along said North line to its intersection
with the Northerly extension of the -Westerly margin of 13th
Avenue South (Asbury Avi2nue);
Thence Southerly along said Westerly margin i::d its Northerly
and Southerly extensions to its intersection with the South line
of the said SE 1/4 of Section 32;
Thence Westerly along said South line to its intersection
with the centerline of Redondo way South.
Thence Northerly along said centerline to its intersection
with the Easterly extension of the North line of-Lot:70, of
Marine H4118 East, according to plat thereof recorded in volume
87 "of plats, pages 76 and 77, records of King County,.Nashington;
Thence Westerly along said North line and its Easterly
extension, and continuing Westerly and Southerly along the
Northerly and Westerly line of said Marine Hills East to t`he most
Northerly corner of Lot 76, said Marine hills East, which is also
the most Easterly corner of Lot 6, of Marine Efills No- 17,
according to plat thereof recorded in volume 98 of plats, pages
50, 51 and 52, records of icing county, Washington;
Thence Northwesterly and Southwesterly along the North-
easterly and Northwesterly line of said Marine Hills No. 17 to
the Northeast corner, of Panne Hills west, according to plat
thereof recorded in volume 98 of plats, pages 53, 54 and 55,
records of King County, Washington;
Thence westerly, Southerly and Easterly along the Northerly,
Westerly -and Southerly line of said Marine Hills West to its
intersection with the West line of the East 1/2 of the NW 1/4 of
Section 5,.Township 11 North, Range.4 East,. W.M:;
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Thence Southerly alona said West -line to its intersection -
with the North line* of the South 1/2. of the- sajA )lit 1/4.
Thaare Westerly along said _North lint to its intersection_
with the East line of Section 6, Township 21-lip ':h,•Range 4
.'
East, W.M.;. _
_
Thence Southerly along said Bast line. -to the.Northeast
corner of the SS 1/4 of -said Section 6 and the.-Poiat of gegfnhtng;
.
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-10-
20150611001189 001
WHEN RECORDED RETURN TO:
Name: VladimirChemikov
Address: 37830 27th Place S
Federal Way, WA 98003
201 -F
OLDO6i10 1 REPUBLICi QLQ 72.00PAGE-001 OF
001
06/11/2015 113:47
KING COUNTY, UA
Escrow Number: 682805RT
Filed for Record at Request of. Rainier Tide, LLC
,1-� 2-
OLD REPUBLIC TITLE LTD QUIT CLAIM DEED
pn-1W�3&
THE GRANTORS) Elena Lisitsyna a married woman whose husband is Vladimir Chemikov for and in
consideration of To Establish Separate Property, conveys and quit claims to Vladimir Chemikov, a
married man, as his separate estate
the following described real estate, situated in the County of King State of Washington together with all
after acquired title of the grantor(s) herein:
Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording
No. 7510230610, records of King County, Washington.
Situate in the County of King, State of Washington.
Abbreviated Legal:
Tax Parcel Number(s): 0721049097
Dated: June 2, 2015
STATE OF WASHINGTON
SS.
COUNTY OF King
E2736080
05/11/2015 16:46
KING COUNTY, un
SALE $1e.00
j810, PAGE-001 OF 001
I certify that I know or have satisfactory evidence that Elena Lisitsyna Ls/are) the persons) who
appeared before me, and said �(s) acknowledged that he/she/they signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in this
instrument
Dated: ( !I at "I
KIM M. PLISCHKE
STATE OF WASHINGTON
NOTARY PUBLIC
MY COMMISSION EXPIRES
07-14-15
Name: t"'-JI {I, `r ( 1 � Utz,
Notary Public in the Slate of �(J
Residing in
My Commission Expires:
LPB 12-05 (i-I) Rev. 12/2006
20150611001187.001
WHEN RECORDED RETURN TO:
- Name: Vladimir Chemikov and Mikhail Lisitsyn and Nikolay Buriakov
Address: 37830 27th Place S
Federal Way, WA 98003
20150611001187
OLD REPUBLIC T WD 73.00
PAGEOF 002
06/12/201/2015 16:46:47
KING COUNTY, UA
OLD REPUBLIC TITLE LTD
Escrow Number. 682805RT
Filed for Record at Requ t ofRarnler 77tte, LLG
C)�-1� 3sSTATUTORY WARRANTY DEED
THE GRANTOR(S), Shannon Enrich, a married woman, as her separate estate and Stanley R Ulrich,
her husband for and in consideration of Ten dollars and Zero cents ($10.00) and other good and valuable
consideration in hand paid, conveys, and warrants to Vladimir Chernikov, a married man, as his separate
estate and Mikhaii Lisitsyn, an unmarried man and Nikolay Surtakov, a married man, as his separate
estate the following described real estate, situated in the County of fling, State of Washington:
Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording
No. 7510230610, records of King County, Washington.
Situate In the County of King, State of Washington.
subject to: See attached Exhlbit A, which is made a part hereof by this reference.
Abbreviated Legal:
Tax Parcel Number(s): 0721049097
Dated: 2015
r
Shannon Ulrich "
l ,
Stanley R. Ulric
E2736074
06/11/2015 16:41
KING COUNTY, UATAX 2 319.00
SALE $1 0,000,00 PAGE-001 OF 001
LPB 10-05 (H)
20150611001187.002
P
STATE OF ' o orr,
ss.
COUNTY OF #.- /I
I certify that I know or have satisfactory evidence that Shannon Ulrich and Stanley R. Ulrich is/are the
person(s) who appeared before me, and said person acknowledged that helshelthey signed this
instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes
mentioned in this instrument.
Dated: j7f'! e `I , a-d;, /S—
No#ary Signature:
Notary Printed or Typed Name:
Notary Public in the State of
Residing in
My Commission Expires:
LUKE F PRATT
WTARY PUR C for the
SEAL : ,
Rey Slats of
ding at Hwe, Mondsa
riot
My Commisr M Eq*ft
Juns 11, 2MB
LPB 10-05 (FQ
20150611001188.001
t1 WHEN RECORDED RETURN TO:
Name: Nikolay Burlakov
Address: 5115 NE 6'" Circle
Renton, WA 98059
Escrow Number. G82805RT
Filed for Record at Request of. Rainier Title, LLC
yl i� S
20150611001188
OLD REPUBLIC T OCO
PAGE-001 OF 002 73.00
06/11/281g 16.47
KING COUNTY, UA
OLD REPUBLIC TITLE LTD
QUIT CLAIM DEED
THE GRANTOR(S) Yelena Burlakova a married woman whose husband is Nikolay Burlakov for and in
consideration of To Establish Separate Property, conveys and quit claims to Nikolay Burlakov, a married
man, as his separate estate
the following described real estate, situated in the County of King State of Washington together with all
after acquired title of the grantor(s) herein:
Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording
No. 7510230610, records of King County, Washington.
Situate in the County of King, State of Washington.
Abbreviated Legal:
Tax Parcel Number(s): 0721049097
Dated: June 2, 2015
Yelen 11
riakova
STATE OF WASHINGTON
ss.
COUNTY OF King
E2736078
06/11/2015 16:44
KING COUNTY, UA
SaLE j10.00
je.00
PAGE-001 OF 001
I certify that I know or have satisfactory evidence that Yelena Burakova (is/are) the person(s) who
appeared before me, and said person(s) acknowledged that he/she/they signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in this
instrument.
Dated:atq_
q
KIM M. PLISCHKE
STATE OF WASHINGTON
NOTARY PUBLIC
MY COMMISSION EXPIRES
07-14-16
Name: I -/_ K 9
Notary Public in the State -of {�
Residing in
My Commission Expires: r
LPB 12-05 (W) Rev. 12/2006
20150611001188.002
EXHIBIT A
Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording
No. 7510230610, records of King County, Washington.
Situate in the County of King, State of Washington.
At
CITY OF
Federal Way
DATE: March 23, 2017
TO: FILE
FROM: Kevin Peterson
RE: Downstream drainage - Chernikov Short Plat—16-102595-SU
On March 14, 2017, Cole Elliott and me met with the owner of the property at 521 SW 316' St
(just north of the Chernikov property). The purpose of the meeting was to discuss the drainage
from the Chernikov site, as it was being proposed to run a storm drain line across his property
and tie into the City system on 316t'. The owner was concerned about the existing drainage
system and its ability to handle the new runoff from Chernikov.
We noted that the Chernikov drainage pond was being designed/built to the required Level 3
(Flood Problem) flow control standard.
I noticed at that time that if the existing system City drainage system in 316'h were to overflow,
the natural topography downstream would route the water towards Mirror Lake in a dispersed
manner, crossing driveways and yards, and potentially entering the crawlspace of adjacent
buildings. This would be considered a `Type 1 Drainage Problem', as defined in the 2016
KCSWDM.
According to Table 1.2.3.A of the 2016 KCSWDM, if applying the Flood Problem Flow Control
standard, for a Type 1 Drainage Problem, no additional mitigation is needed.
cc: Project File
CLOSURE ON
CHERNIKOV
Date: March 9, 2017
BOUNDARY
North: 119791.8562 East: 1266092.3128
Line
Course: S 88-46-32 E
Length: 256.50
North: 119786.3751
East: 1266348.7543
Line
Course: S 01-05-19 W
Length: 164.22
North: 119622.1847
East: 1266345.6343
Line
Course: N 88-45-18 W
Length: 256.50
North: 119627.7579
East: 1266089.1948
Line
Course: N 01-05-19 E
Length: 164.13
North: 119791.8582
East: 1266092.3131
Line
Course: S 07-42-29 W
Length: 0.00
North: 119791.8582
East: 1266092.3131
Perimeter: 841.35 Area: 42,110 S.F. 0.97 ACRES
LOT 1
North: 119761.0874 East: 1266094.2286
Line
Course: S 88-46-32 E
Length: 88.50
North: 119759.1962
East: 1266182.7084
Line
Course: S 01-05-19 W
Length: 133.44
North: 119625.7803
East: 1266180.1732
Line
Course: N 88-45-18 W
Length: 88.50
North: 119627.7032
East: 1266091.6941
Line
Course: N 01-05-19 E
Length: 133.41
North: 119761.0891
East: 1266094.2287
Line
Course: S 03-44-14 W
Length: 0.00
North: 119761.0891
East: 1266094.2287
Perimeter: 443.85 Area: 11,805 S.F. 0.27 ACRES
RESUBMITTED
MAR 16 2017
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
LOT 2
North: 119759.1962
East: 1266182.7086
Line
Course: S 1578.2321
E Length: 84.75
North: 119757.3852
East: 1266267.4393
Line
Course: S 19.3531 W
Length: 133.47
North: 119623.9393
East: 1266264.9035
Line
Course: N 1577.8667
W Length: 84.75
North: 119625.7807
East: 1266180.1735
Line
Course: N 19.3531 E
Length: 133.44
North: 119759.1966
East: 1266182.7087
Line
Course: S 212.0336 W Length: 0.00
North: 119759.1962
East: 1266182.7086
Perimeter: 436.4104 Area: 11,310 S.F. 0.26 ACRES
LOT 3
North: 119757.3852
East: 1266267.4395
Line
Course: S 1578.2321
E Length: 80.75
North: 119755.6596
East: 1266348.1711
Line
Course: S 19.3531 W
Length: 133.50
North: 119622.1837
East: 1266346.6348
Line
Course: N 1577.8667
W Length: 80.75
North: 119623.9382
East: 1266264.9038
Line
Course: N 19.3531 E
Length: 133.47
North: 119757.3842
East: 1266267.4396
Line
Course: N 53.5768 W
Length: 0.00
North: 119757.3852
East: 1266267.4395
Perimeter: 428.4710 Area: 10,780 S.F. 0.25 ACRES
TRACT A
North: 119790.9050 East: 1266136.8187
Line
Course: S 1578.2321 E
Length: 211.98
North: 119786.3752
East: 1266348.7503
Line
Course: S 19.3531 W Length: 30.72
North: 119755.6607
East: 1266348.1666
Line
Course: N 1578.2321 W
Length: 212.06
North: 119760.1922
East: 1266136.1560
Line
Course: N 21.7679 E Length: 30.72
North: 119790.9052
East: 1266136.8115
Line
Course: S 1565.9701 E
Length: 0.01
North: 119790.9050
East: 1266136.8187
Perimeter: 485.4872 Area: 6,515 S.F. 0.15 ACRES
TRACT B
North: 119791.8028 East: 1266094.8123
Line
Course: S 88-46-32 E
Length: 42.02
North: 119790.9049
East: 1266136.8227
Line
Course: S 01-13-28 W
Length: 30.72
North: 119760.1919
East: 1266136.1662
Line
Course: N 88-46-32 W
Length: 41.94
North: 119761.0881
East : 1266094.2358
Line
Course: N 01-05-19 E
Length: 30.72
North: 119791.8026
East: 1266094.8194
Line
Course: N 88-05-09 W
Length: 0.01
North: 119791.8029
East: 1266094.8094
Perimeter: 145.41 Area: 1,290 S.F. 0.03 ACRES
RIGHT OF WAY DEDICATION
North: 119791.8028 East: 1266094.8123
Line
Course: S 01-05-19 W
Length: 164.13
North: 119627.7024
East: 1266091.6940
Line
Course: N 88-45-18 W
Length: 2.50
North: 119627.7567
East: 1266089,1946
Line
Course: N 01-05-19 E
Length: 164.13
North: 119791.8571
East: 1266092.3129
Line
Course: S 88-46-32 E
Length: 2.50
North: 119791.8037
East: 1266094.8123
Line
Course: S 01-14-05 W
Length: 0.00
North: 119791.8037
East: 1266094.8123
Perimeter: 333.26 Area: 410 S.F. 0.01 ACRES
1lesm8kengAesm jobs11876\001\0151documenticalo-001.doc
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A PORTION OF THE SE 1/4 OF SEC. 7, TWP 21 N, RGE 4 E W.M.
EX OUTLET PIPE TO
BE DETERMINED
EX SDCB TYPE 1
TG=307.92 D-0- EX SDCB TYPE 1
IE=304.73 (N) TG=307.91
IE=304.77 8"0 CPP (E) IE=305.43 8"0 CPP (W)
IE=305.47 12"0 CPP (S)
EX 31 LF 12" CPP 0 S=2.1 %
EX 20 LF 12" CONC @ S=0.8%
SW 316TH ST EX SDCB TYPE 1
TG=307.97
IE=305.62 12"0 CONC (N)
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SCALE: 1 It= 20'
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CONTOUR INTERVAL = 2'
4' HIGH 6' IGH CHICKEN WIRE FENCE 2' WALL (TYP.)
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LOT 1 ROCKERY 2.5' ROW PAD EL=317.5 EASEMENT PAD EL=316.9 PAD EL=316.9
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JOB NO.: 1876-001-015
DWG. NAME: GR-01
DESIGNED BY:
JWB
DRAWN BY:
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CHECKED BY:
CTK
DATE:
03/10/17
DATE OF
PRINT:
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1 OF 2 SHEETS
340
335
330
325
320
315
310
305
300
04
330
325
320
315
310
305
A PORTION OF THE SE 1 /4 OF SEC. 7, TWP 21 N, RGE 4 E W.M.
340
335
330
325
320
315
NOTE:
FINISHED GROUND FOR INDIVIDUAL LOTS IS
ASSUMED TO BE MINIMAL FROM EXISTING
GROUND AS SHOWN HERE, AND BASED ON
310 ARCHITECTURAL AND LANDSCAPING FINAL DESIGN.
305
2+00 300
-- 3+00
SECTION A -A
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
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V:�k�Federal W..ay
SHORT PLAT
NO. 16-102595-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
owners of interest in the land hereby short subdivided, hereby declare
this short plat to be the graphic representation of the short subdivision
made hereby, and do hereby dedicate to the public forever all the
easements and tracts shown on this short plat for all public purposes
as indicated thereon, including but not limited to parks, open space,
utilities and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to a person
or entity other than the public, in which case we do hereby dedicate
such easements, or tracts to the person or entity identified and for
the purpose stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and all claims
for damages against the City of Federal Way, its successors and assigns
which may be occasioned by the establishment, construction, or main—
tenance of roads and/or drainage systems within this short subdivision
other than claims resulting from inadequate maintenance by the
City of Federal Way.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to indemnify and
hold the City of Federal Way, its successors and assigns, harmless from
any damage, including any costs of defense, claimed by persons within or
without this short subdivision to have been caused by alterations of
the ground surface, vegetation, drainage, or surface or sub —surface
water flows within this short subdivision or by establishment, con—
struction or maintenance of the roads within this short subdivision.
Provided, this waiver and indemnification shall not be construed as releasin
the City of Federal Way, its successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in part
from the negligence of the City of Federal Way, its successors, or assigns.
This subdivision, dedication waiver of claims and agreement to
hold harmless is made with the free consent and in accordance with the
desires of said owners,
IN WITNESS WHEREOF we set our hands and seals.
VLADIMIR CHENIKOV MIKHAIL LISITSYN
NIKOLAY BURLAKOV Name
State of Washington )
ss.
County of )
I certify that I know or have satisfactory evidence that
signed this instrument and
acknowledged it to be (his/her) free and
voluntary act for the uses
and purposes mentioned in the instrument.
Signature of
Notary Public
Printed name
Dated
My appointment expires
State of Washington
ss.
County of )
I certify that I know
or have satisfactory evidence that
signed this instrument and
acknowledged it to be (his/her) free and
voluntary act for the uses
and purposes mentioned in the instrument.
Signature of
Notary Public
Printed name
Dated
My appointment expires
RECORDER'S CERTIFICATE ...................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
............................................. I..........................
Mgr. Supt. of Records
APPROVALS: KING COUNTY
CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS
Examined and approved this ___ day of 20--__ Examined and approved this ___ day of __
Deputy Public Works Director
Examined and approved this _--- day of _ 20---_
Community Development Director
KING COUNTY HEALTH DEPARTMENT
Examined and approved this _ day of -----_ , 20--_
NAME
PROPERTY DESCIPTION
LOT 3, KING COUNTY SHORT PLAT NO. 675058, ACCORDING TO THE PLAT
THEREOF RECORDED UNDER RECORDING NO. 7510230610, RECORDS OF KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PAGE, THOMAS K.
0721049117
JOHNSON, ANNE
0721049186
SEAM, RAKESH M. &
SANTOSH R. 0721049096
n
LAKEHAVEN
UTILITY DISTRICT
0721049095
i "
SCALE: 1" = 60
0 30 6
Assessor
Deputy Assessor
Account Number
N 88'47'38" W
i S.W 316TH ST
_T_
30, 130,
RECORDING NO. VOL./PAGE
20--_—
SCALE: 1 inch = 60 ft.
30 0 60 120
PORTION OF
_ S W._..1 /4 of
VERTICAL DATUM
NGVD 29
BASIS OF BEARINGS
AN OBSERVED BEARING OF N 88'37'56" W BETWEEN FOUND MONUMENTS AT
THE SOUTH QUARTER AND SOUTHEAST CORNER OF SECTION 7 WAS HELD AS
THE BASIS OF BEARINGS FOR THIS SURVEY
0
n
SE_1/4, S.— 7 _ T._21—N R. 4-E_
VICINITY MAP
NOT TO SCALE
1
S 312111 Sr
SW 314M PL
SIN 31e1H PL
SW 316M Sr
SW317MST
�
SITE
SW 3flM PL
sw 3zoM sr
sW 32dM Sr
MILLER,
SURVEY INSTRUMENTATION:
EDWARD D.
KRAGE
THOMAS
THACKER, JONES,
ARTHUR
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT
0721049222
0721049223
JACK L.
0721049165
UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT:
M—
0721049166
w
vv
1 Q" TOTAL STATION MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC-332-130-100
0) M
N CV
LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS.
L`
TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST
>
PROCESSING PROCEDURES.
ww
o N
PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR
N '`
CHERNIKOV &
EXCEEDING THE REQUIREMENTS OF WAC-332-130-090
0 0
f—
LISITSYN &
JONES,
BURLAKOV
JACK L
001
(0
0721049097
0721049148
EXCEPTIONS TO TITLE
zz
LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM
STEWART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. 690074RT DATED MAY 16,
"
2016. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE
200
_ !
SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN
THOSE SHOWN ON THIS PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED
SUBDIVISION GUARANTEE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS
1
1
ACCURACY AND COMPLETENESS TO THAT EXTENT
1-6. VESTING MATTERS, NOT REPORTED HEREON.
w
BEAL, VICKII L.
7450800010
GORICH, PAVEL
& LYUDMILA
PARK, DAL KINYANJUI,
& IN 0. NORMAN & SUSAN
7. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS
7450800020
7450800030 7450800040
OR OTHER SERVITUDES, IF ANY AS CONTAINED IN INSTRUMENT RECORDED UNDER
w
RECORDING NO.. 7510230610,
Lfio
`�
SURVEYOR'S NOTE: ORIGINAL SHORT PLAT FROM WHICH THE SUBJECT PARCEL WAS
-
�
CREATED CONTAINS NO PLOTTABLE EASEMENTS.
i
rn
8. NOT REPORTED HEREON.
_10.
0
in
`O `�0, o
658.50' \`
FOUND CASED MONUMENT
3" BRASS DISK WITH
PUNCH, DOWN 0.6'
(NOVEMBER 2015)
N 88*45' 14" W N
10.69' S.W. 317TH PL. N
W LINE OF THE NE 1/4,
SW 1 /4, SE 1 /4, SECTION
7 TWP. 21 N., RGE 4 E.
N 8838'03" W 2634.05' (141)
N 88°37'56" W 2634.04' (ESM)
BASIS OF BEARINGS
FOUND CASED MONUMENT
3" BRASS DISK WITH
PUNCH, DOWN 1.0'
(NOVEMBER 2015)
7 8
—18 17
SECTION 07
W
Q
TOWNSHIP 21 NORTH
RANGE 4 EAST, W.M. J
O
DRAWING NAME: Esm8\engr\ESM—JOBS\1876\001 \015\SURVEY PLOTS\SP-1.dwg >
LAND SURVEYOR'S
CERTIFICATE
CONSULTING ENGINEERS LLC
This Short Plat correct) represents a survey made b
y P y y
me or under my direction in conformance with the
requirements of .the pro riate State and City
334008THAVE,
Suite 205
Federal WaY, WA9soos
www.esmcivil.com
I ® I +''
FEDERAL WAY (253) BM-6113
EVERM (425) 297-99W
Statute and 0 mane in May, 2016
CWg Engineering
Public Works
Land Surveying
( Project Management
Land Planning
I Landscape Architecture
Cert' ricat
No. 44925
RESUBMITTED
CHERNIKOV MAR 16 2017
SHORT PLAT
CITY OF FEDERAL WAY
M-1 m
DWN. BY DATE JOB NO.
SAF RFG 3 09 2017 1876-001-015
CHKD. BY SCALE SHEET
ZTL N/A 1 1 OF 3
CIT
Federal Way
SHORT PLAT
NO. 16-102595-00 SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
EXCEPTIONS PROVISIONS
El -EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR
THE BENEFIT OF LOTS 1, 2 AND 3 AS CREATED BY
THIS SHORT PLAT
TRACT A
TRACT A, AS DEPICTED HEREON IS RESERVED FOR
STORM DRAINAGE TO LOTS 1, 2 AND 3 AS CREATED BY
THIS SHORT PLAT.
TRACT B
TRACT B, AS DEPICTED HEREON IS RESERVED FOR
OPEN SPACE AS CREATED BY THIS SHORT PLAT.
SURVEY REFERENCES
R1-KING COUNTY SHORT PLAT NO. 575058 RECORDED
UNDER RECORDING NO. 7510230610
R2-PLAT OF ROWLAND HEIGHTS VOL. 102 OF PLATS,
PAGE 1, RECORDED UNDER RECORDING NO. 772010448.
LEGEND
0 = FOUND REBAR AND CAP AS NOTED
0 = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925"
R = RADIUS
A = DELTA
L = ARC LENGTH
(R) = RADIAL BEARING
< > = RADIAL BEARING AT LOT CORNER
>>= DISTANCE MONUMENT TO MONUMENT
Q = INDICATES NOTE NUMBER ON SHEET 2 OF 5
0 = INDICATES EXCEPTION NUMBER ON SHEET 2 OF 5
O = INDICATES EASEMENT PROVISION NUMBER ON SHEET 3 OF 5
RECORDER'S CERTIFICATE ....................
filed for
record
this ........... day
of .......... 20....... at ...... M
in book .......... of ........
at page......... at the request of
....................... ..
g Supt. of Records
3
rUJ
V
Q
2
SCALE: 1 " = 20'
20 10 0 20 40
o
,� 5 O58
0001 515
�0 00
MILLER, EDWARD D
30' 0721049222
FOUND 1/2" REBAR
AND CAP UNREADABLE
42.02'
I
1 w
TRACT B _N
10 (1,290 S.F.) ih a
20' z
EXISTING 10' STORM DRAINAGE
EASEMENT PER RECORDING NO,
P FOUND 1/2" REBAR
AND CAP "LS 19635"
KRAGE THOMAS
0721049223 I
N 88-46'32" W 256.50' (ESM)
211.98'
TRACT A
(6,515 S.F.)
' 41.94'
1 N 88'46'32" W 88.50' N 88'46'32" W 212.06'
'
2.5' RIGHT OF WAY 84.75'
1 DEDICATION (410 S.F.)
f
1 N 88'46'32" W 46.58' \a�89•
----------- - -F_ 2. i —
1 El -INGRESS; EGRESS �s�1%� N 88'46'32" W 42.67'
°' ,
AND UTILITIES EASEMENT S D
LLJ 5' BSBL p
0.
---- --- ------
�20' BSBL
W J
I N 1'05'19" E
in vrn 3.12'` rri
N 1'05'19„ E
o 1- -- -i r ------ 2.86'
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z 10.00'
26
10.00'
z ;
1
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I ,o 2
I ; (11,805 S.F.)
(10,040 S.F. LESS 20' EASEMENT) z (11,310 S.F.)
1 5' BSBL (9,615 S.F. LESS 20' EASEMENT) 7
20' BSBL ;
00
1 ,
�_2.5' RIGHT; OF WAY ;
DEDICATION; (410 S.F.)
I ,
I ,
5' BSBL
5' BSBL
1 '
30.001 ------- --- ---� L ---
88.50' -"""-
84.75'
N 88*45' 18" W 256.50' (ESM)
N 88'45'25" W 256.50' (R 1)
I BEAL, VICKII L.
30'
7450800010
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or under my directio in conformance with the
requirements of the a op ate State and City
Statute and Ord n ncj in May, 2016
" !
Certificate No. 44925
GORICH, PAVEL & LYUDMILA
7450800020
ROWLAND HEIGHTS
VOL. 102 PAGE 1
RECORDING NO. VOL./PAGE
SCALE: 1 inch = 20 ft.
10 0 20 40
PORTION OF
_SW_1 4 of _SE_1/4, S.__7_ T._21N R._4_E
00
THACKER, ARTHUR
0721049165
FOUND 1/2" REBAR AND
CAP "LUND LS 16213"
80.75'
,CEO
IVO
� ?�k
JONES, JACK L.
0721049166
FOUND 5/8" REBAR AND
CAP "T & A LS 9634"
------------------------------
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PARK, DAL & IN 0.
7450800030
KINYANJUI, NORMAN &
SUSAN 7450800040
DRAWING NAME: Esm8\engr\ESM—JOBS\1876\001\015\SURVEY PLOTS\SP-02.dwg
-CONSUL ING ENGINEERS LLC
334008THAVE,
Suite 205
Federal Way, WA 98W3 FEDERAL WAY
(253) 838-6113
%+ O
www.esmcivil.com EVERlr (425) 297-99110
N ti .0�
Civil Engineering I Land Surveying Land Planning
Publ'ie Works Project Management Landscape Architecture
L L
DWN. BY
CHKD. BY
CHERNIKOV
SHORT PLAT
DATE
SAF RFG 3 09 201
SCALE
ZTL 1 "=20'
JOB NO.
UJ
Q
d
J
O
1876-001-015
SHEET
2 OF 3
CIT
Federal W.. i3my
SHORT PLAT
NO. 16-102595-00 SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
i
LEGEND
M GAS VALVE j
X GATE t
o MAIL BOX i
® STORM CB
sQ SANITARY SEWER MANHOLE '
-O TELEPHONE POLE
-a- POWER POLE
- POWER POLE WITH TRANSFORMER 14" (SP)
® PWR CONDUIT
FIRE HYDRANT
® WATER METER SSMH, RIM=318.69
IE CENTER CHANNE
D4 WATER VALVE (N,S)=306.20
ALDER }
COTTONWOOD
FRUIT
SPRUCE
ROCKERY
0=0= BLOCK WALL
FENCE, SPLIT RAIL
lC FENCE, BOARD I FENCE, CHAIN —LINK
-- --[j— FENCE HOG WIRE
P POWER, UNDERGROUND
D STORM ROCKERY
--- — T — — TELEPHONE, UNDERGROUND
G GAS, UNDERGROUND
UJ
W WATER, UNDERGROUND >
a
--->tr► -- DITCH CENTER LINE ROCKERY
3' HIGH SPLIT
RAIL FENCE
BLOCK 7" (
RETAINING WALL
COLUMN
Q
>
cat
Fx
COLUMN
1
fM
J (.
30' 30'
I I► ,
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
............�g................ ...... ... .......................
Supt. of Records
SCALE: 1 " = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
i
U
T
I M
FOUND 1/2" REBAR
AND CAP UNREADABLE
I3' HIGH CHAINLINK FENCE
GA
KING COUNTY SHORT
PLAT NO. 575058
RECORDING NO. VOL./PAGE
SCALE: 1 inch = 20 ft.
10 0 20 40
PORTION OF
_SW_1/4 of _SE_1/4, S.__7_ T._21 N R._4_E
NOT PLA TTED
MILLER, EDWARD D. THACKER, ARTHUR
0721049222 /- FOUND 1/2" REBAR KRAGE THOMAS 0721049165
AND CAP IS 19635" 0721049223
4' HIGH
WIRE FENCE
ISHED I
APPARENT 0.48'
/ ENCROACHMENT
w
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z
z
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Q
1 i 0
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wW
314
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FOUND 1/2" REBAR AND
CAP "LUND LS 16213"
6' HIGH CHICKEN WIRE FENCE
N 88'46'32" W 256.50' (ESM) p � o- — 312-- ---
:{---- -- -- — —� APPARENT FENCE
ENCROACHMENT
e
io V) j LOT 3
cs] (42,110 S.F.)
ZIZ
w \
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\
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z
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ca
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BEAL, VICKII L.
o
m 7450800010
w
U,
U
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or under my direction in conformance with the
requirements of thUlr
pr date State and City
Statute and ane in May, 2016
Certi cat No. 44925
APPARENT 0.45'
NCROACHMENT
NOT PLA TTED
JONES, JACK L.
0721049166
FOUND 5/8" REBAR AND
CAP "T & A LS 9634"
4' HIGH, 6"X6"
WIRE FENCE
1
1
1U_j
v
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NN
N
' W w
LO
� ifs
O O
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3�6 Z
APPARENT 0.27'
ENCROACHMENT `� 18" (AL) FOUND 5/8" REBAR AND
�11'� CAP "T & A LS 9634
'� 6' HIGH BOARD FE1__Nf 30" '(CT)
sHED N 88°45'18" W 256.50' (ESM)
N 88*45*25" W 256.50' (R1) GA E
GORICH, PAVEL & LYUDMILA PARK, DAL & IN 0. KINYANJUI, NORMAN &
7450800020 7450800030 SUSAN '7450800040
ROWLAND HEIGHTS
VOL. 102 PAGE I
J
O
DRAWING NAME: Esm8\engr\ESM-JOBS\1876\001 \015\SURVEY PLOTS\SP-03.dwg >
—CONSULTING ENGINEERS LLG
33400 8TH AVE,
I I
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivll'.com
EVERETT (425) 297-9900
Civil Engineering
Lend Surveying
Land Planning
Public Works
Project Management
( Landscape Architecture
g,i
17
CHERNIKOV
SHORT PLAT
DWN. BY DATE JOB NO.
SAF RFG 3 09 2017 1876-001-015
CHKD. BY SCALE SHEET
ZTL 1 =20' 3 OF 3
RECORDING NO.
VOL./PAGE
CITY OF
All*
"t*
Federal Way
SHORT PLAT
N0. XXX-XXX-XXX
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
EXCEPTIONS PROVISIONS
E1-40' EASEMENT FOR STORM DRAINAGE TO LOTS 1, 2
AND 3 AS CREATED BY THIS SHORT PLAT.
E2-10' EASEMENT FOR STORM DRAINAGE TO LOTS 1
AND 2 AS CREATED BY THIS SHORT PLAT
E3-10' EASEMENT FOR SANITARY SEWER TO LOTS 1, 2
AND 3 AS CREATED BY THIS SHORT PLAT.
TRACT A
TRACT A, AS DEPICTED HEREON IS RESERVED FOR
INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF
LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT
SURVEY REFERENCES
R1-KING COUNTY SHORT PLAT NO. 575058 RECORDED
UNDER RECORDING NO. 7510230610
R2-PLAT OF ROWLAND HEIGHTS VOL. 102 OF PLATS,
PAGE 1, RECORDED UNDER RECORDING NO. 772010448,
LEGEND
= FOUND REBAR AND CAP AS NOTED
O = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925"
R = RADIUS
A = DELTA
L = ARC LENGTH
(R) = RADIAL BEARING
< > = RADIAL BEARING AT LOT CORNER
<< >>= DISTANCE MONUMENT TO MONUMENT
= INDICATES NOTE NUMBER ON SHEET 2 OF 5
O= INDICATES EXCEPTION NUMBER ON SHEET 2 OF 5
=1 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 3 OF 5
SCALE: A`
PORTION OF
SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M.
0� � 5
000
� EXISTING 1STORM
0 • EASEMENT PER RECORDING NO.
FOUND 1/2" REBAR 00
MILLER, EDWARD D. AND CAP "LS 19635"
UR
30' 0721049222 KRAGE THOMAS THAC ER, ARTH 65
FOUND 1/2" REBAR 0721049223
AND CAP UNREADABLE FOUND 1/2" REBAR AND E1-40' STORM
N 88`46'32" W 256.50' (ESM) CAP "LUND LS 16213" DRAINAGE EASEMENT
95.00' L—J,�
30_00'
30'
0
0
0
N
PAP
00�
JONES, JACK L.
0721049166
__--_--_-_.._-______-,__--.-_..___.;
--- __--.------------- ---- + , � i______________________________..._....__________ FOUND 5/8" REBAR AND
+ '
, CAP "T & A LS 9634"
—� 5' BSBL - 5' BSBL
5' BSBL
®
+
20 BSBL
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T
2 5
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E3-10' SANITARY
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;
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10' BSBL (4,655 S.F.)
20' BSBL o
n
0
o
FOUND 5/8" REBAR AND
CAP "T & A LS 9634"
175.75'
80.75'
N 88°45' 18" W 256.50' (ESM)
N 88°45'25" W 256.50' (R1)
20' BSBL
BEAL, VICKII L.
7450800010
GORICH, PAVEL & LYUDMILA
PARK, DAL & IN 0.
7450800030
KINYANJUI, NORMAN & SUSAN
7450800020
7450800040
ROWLAND HEIGHTS
(4'. 9-, D . 2 I
VOL. 102 PA GE I
o.Z
r 3 01,' _
4 , ' _ V_ _ I/0Z'l
S%4 sF
CONSULTING ENGINEE—RS L L C
T
33400 8TH AVE,
I I
CHERNKOV
(PLAT
�VL
SNORT
Suite 205
x
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
WWW.eSiY1CIVI�.001'Y1
EVERETT (425) 297-9900
DWN. BY
DATE
JOB NO.
o
0
h'EGI92
Civil Engineering Land Surveying
Land Planning SAF RFG
Architecture
5
26 2016 1876-001-015
SHEET
LL
Public Works Project Management
Landscape CHKD. BY
SCALE
ZTL
Z
N A 2 OF 3
RECORDING NO.
VOL./PAGE
CHTY OF
Ilk
Fedefal Wa
SHORT PLAT
N0. XXX-XXX-XXX
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
SCALE: r
r 20 •
CONTOUR
KING COUNTY SHORT
PLAT NO. 575058
PORTION OF
SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M.
NOT PLA TIED
THACKER, ARTHUR
C4 I z MILLER, EDWARD D. KRAGE THOMAS 0721049165
` 0721049222 FOUND 1/I REBAR 963 0721049223
1 I I AND CAP IS 19635"
If FOUND 1/2" REBAR FOUND 1/2" REBAR AND
I AND CAP UNREADABLE CAP "LUND LS 16213"
4' HIGH 6' HIGH 'CHICKEN WIRE FENCE
C\Ji 3' HIGH CNAINLINK FENCE WIRE FENCE �_ _ — —El— ^❑�
P0� + 4 ! SHED I Ej
! — _-- 312 --Li __-
GATE\ m
I � � APPARENT 0.48' ENCROACHMENT
--
31 z/ APPARENT FENCE -.ENCROACHMENT
EB
SSMH, RIM=318.69 `; t
o _ '
IE CENTER CHANNE[
(N,S)=306.20 ;
I �
l
CI
LOT 3
ROCKERY ` 42 1 10 S.F.
( )
ROCKERY
BLOCK RETAINING WALL (�
3' HIGH SPLIT RAIL FENCE UJ
\ \
q
LEGEND LI I W
Kq GAS VALVE BLOCK 7„
RETAINING WALL X GATE z z \
COLUMN _
U
o MAIL BOX
= w
CD a�
® STORM CB �CP
� \ `t
�s SANITARY SEWER MANHOLE I _ , \
�r A
-0- TELEPHONE POLE \
w 6' HIGH BOARD FENCE
m z
�- POWER POLE COLUMN U
- POWER POLE WITH TRANSFORMER n
PWR CONDUIT 6� m BEAL, VICKII L. , 0 = 7450800010
d +
FIRE HYDRANT
EE
WATER METER
30' 30'
I
M
WATER VALVE
I
ALDER
][
FENCE, .BOARD
r
COTTONWOOD
FENCE, CHAIN —LINK
FENCE HOG WIRE
FRUIT
P
POWER, UNDERGROUND
SPRUCE
D
STORM
CDCDCDC=
ROCKERY
® a
TELEPHONE, UNDERGROUND
G
GAS, UNDERGROUND
O=(::]= BLOCK WALL
W
WATER, UNDERGROUND
FENCE, SPLIT RAIL
__M_- - - -
DITCH CENTER LINE
o'
z
APPX�RENT\Q.45' ENCROACHMENT
NOT PLA TIED
JONES, JACK L.
0721049166
FOUND 5/8" REBAR AND
CAP "T & A LS 9634"
4' HIGH, 6"X6"
WIRE FENCE
n 0
Q
"'I-
V) 0
Z N
Oo
0
— APPARENT 0.27' ENCROACHMENT L- 18° ( ) FOUND 5/8" REBAR AND
CAP "T & A LS 9634"
S 88*45' 18" E 256.510' 6' HIGH BOARD FED 30" (CT)
siiix,
3[®
SHED GATE
GORICH, PAVEL & LYUDMILA PARK, DAL & IN 0. KINYANJUI, NORMAN & SUSAN
7450800020 7450800030 7450800040
ROWLAND HEIGHTS
VOL. 102 PA GE I
CONSULTING ENGINEE-RS L L C
33400 8TH AVE, I I �HERN'�®V
Suite 205 SHORT PLAT
Federal Way, WA 98003 FEDERAL WAY (253) 838-6113
EVERETT (425) 297-9900
www.esmcivil.COi'il DWN. BY DATE JOB NO.
Civil Engineering Land Surveying Land Planning SAF RFG 5 26 2016 1876-001-015
Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET
ZTL I N/A 1 3 OF 3
SHORT PLAT
NO. XXX-XXX-XXX
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
KNOWN TO ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED
OWNER(S) OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY
MAKE A SHORT PLAT THEREOF PURSUANT TO FEDERAL WAY REVISED
COD, CHAPTER 18.20, AND DECLARE THIS SHORT PLAT TO BE THE
GRAPHIC REPRESENTATION OF THE SAME.
WE HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL
STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE
THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH
THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE
RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON
THE LOTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF
SAID STREETS AND AVENUES.
THIS SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRES OF THE OWNER(S) OF INTEREST.
IN WITNESS THEREOF WE HAVE SET OUR HANDS AND SEALS
VLADIMIR CHERNIKOV DATE
MIKHAIL LISITSYN DATE
NIKOLAY BURLAKOV DATE
ACKNOWLEDGMENT
STATE OF WASHINGTON
COUNTY OF KING SS
ON THIS DAY OF 2016, BEFORE
ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON, PERSONALLY APPEARED LEN SCHOTT TO ME KNOWN
TO BE MANAGING MEMBER OF THE CORPORATION THAT EXECUTED
THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT
TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION
FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH
STATED THAT AUTHORIZED TO EXECUTE SAID INSTRUMENT.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED
MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN.
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME
DATED
MY APPOINTMENT EXPIRES
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M
IN BOOK .......... OF ........ AT PAGE......... AT THE REQUEST OF
.................................
MGR. SUPT. OF RECORDS
DIRECTOR OF PUBLIC WORKS
EXAMINED AND APPROVED THIS DAY OF 2016.
DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES
PROPERTY DESCIPTION
LOT 3, KING COUNTY SHORT PLAT NO. 675058, ACCORDING TO THE PLAT
THEREOF RECORDED UNDER RECORDING NO. 7510230610, RECORDS OF KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PAGE, THOMAS K.
0721049117
JOHNSON, ANNE
0721049186
SEAM, RAKESH M. &
SANTOSH R. 0721049096
KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO.
EXAMINED AND APPROVED THIS DAY OF _ , 2016.
KING COUNTY ASSESSOR
DEPUTY ASSESSOR
VOL./PAGE
PORTION OF
SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M.
ACCOUNT NUMBERS
VERTICAL DATUM
NGVD 29
BASIS OF BEARINGS
AN OBSERVED BEARING OF N 88°37'56" W BETWEEN FOUND MONUMENTS AT
THE SOUTH QUARTER AND SOUTHEAST CORNER OF SECTION 7 WAS HELD AS
THE BASIS OF BEARINGS FOR THIS SURVEY
N 88°47'38" W
SM 316TH ST
/ / __7
30' 30'
MILLER,
KRAGE
THACKER,
JONES,
EDWARD D.
THOMAS
ARTHUR
0721049222
0721049223
0721049165
JACK JACK L.
L
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JACK L.
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0721049148
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BEAL, VICKII L. GORICH, PA'VEL PARK,
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0721049095
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7450800040
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SCALE: 1 = 60'
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�1 1
1 658.50' \
FOUND CASED MONUMENT
3" BRASS DISK WITH
PUNCH, DOWN 0.6'
(NOVEMBER 2015)
W LINE OF THE NE 1 /4,
SW 1 /4, SE 1 /4, SECTION
7 TWP. 21 N., RGE 4 E.
N 88°38'03" W 2634.05' (R1)
N 88`37'56" W 2634.04' (ESM)
BASIS OF BEARINGS
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS SHORT PLAT REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE SURVEY
RECORDING ACT AT THE REQUEST OF ------- IN MAY 2016,
ZAC T. LENNON
CER FI TE NO. 44925
VI I ICY MAP
NOT TO SCALE
SURVEY INSTRUMENTATION:
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT
UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT:
10" TOTAL STATION MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC-332-130-100
LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS.
TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST
PROCESSING PROCEDURES.
PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR
EXCEEDING THE REQUIREMENTS OF WAC-332-130-090
EXCEPTIONS TO TITLE
LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM
STEWART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. 690074RT DATED MAY 16,
2016. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE
SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN
THOSE SHOWN ON THIS PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED
SUBDIVISION GUARANTEE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS
ACCURACY AND COMPLETENESS TO THAT EXTENT
1-6. VESTING MATTERS, NOT REPORTED HEREON.
7. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS
1 _i , IF v v AiN .D +`N INSTRUMENT RECORDED UNDER
RECORDING NO. 7510230610.
SURVEYOR'S NOTE: ORIGINAL SHORT PLAT FROM WHICH THE SUBJECT PARCEL WAS
CREATED CONTAINS NO PLOTTABLE EASEMENTS.
8. NOT REPORTED HEREON
FOUND CASED MONUMENT
3" BRASS DISK WITH
PUNCH, DOWN 1.0'
(NOVEMBER 2015)
7 8
— 18 17
CONSULTING ENGINEERS L L C
33400 8TH AVE, I I I I
Suite 205
Federal Way, WA 98003 FEDERAL WAY (253) 838-6113
EVERETT (425) 297-9900
www.esmciVII.COt'il DWN. BY
Civil Engineering Land Surveying Land Planning
Public Works Project Management Landscape Architecture CHKD. BY
TOWNSHIP 21 NORTH
RANGE 4 EAST, W.M.
DRAWING NAME:\1876\001\015\SURVEY PLOTS\SP-1
RMEIVED
CHERNIKOV MAY 2 7 2016
SHORT PLAT
CITY OF FEDERAL WAY
DATE JOB NO.
SAF RFG 5 26 2016 1876-001-015
SCALE SHEET ZTL I N A 1 I q
OF 3