14-100397CIT
Federal Way
January 7, 2015
Tres Kirkebo
Apex Engineering
2601 South 35' Street, Suite 200
Tacoma, WA 98409
RE: File #14-100397-00-SU; RECORDED SHORT PLAT
Suneet Short Plat, 29803 20th Avenue South, Federal Way
Dear Mr. Kirkebo:
CITY HALLFILE
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www cityofiederalway. com
The above referenced short plat was recorded at King County Records and Elections on January
7, 2015, under recording number 2015010790001. The associated Covenant of Payment
Obligation for Open Space Fee -in -lieu and/or Transportation Impact Fee for each lot have also
been recorded. Copy of the receipt and a conformed copy of the short plat and covenants are
enclosed.
Please contact me at 253-835-2641 or becky.chapin@cityoffederalway.com if you have any
questions about this letter.
Sincerely,
Becky Cha 0
Associate Planner
enc: Conformed Copy Short Plat
Conformed Copy Covenants for Lots 1-3
Copy of King County Receipt
Doc. LD. 67640
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 8`h Avenue South
Federal Way, WA 98003-6325
KING COUNTY, WA
20150107001044
PAGC
COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU AND/OR
TRANSPORTATION IMPACT FEE
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"): Suneet Diwan
Reference Number(s) of Related Document(s): N/A
Legal Description (Abbreviated): Lot 1, City of Federal Way Short Plat No. 11-100397-00-SU, King
County Recording No._7,a 1 0 1 0 oy c)4= 1
Full description as set forth on attached Exhibit "A."
Assessor's Tax Parcel ID Number: T.B.D.
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Notice is hereby given that pursuant to Federal Way Revised Code ("FWRC") 19.100.070(1)(b) and
FWRC 19.100.070(3), the City of Federal Way (the "City") and the Grantor voluntarily agree to a deferred
payment obligation for Open Space Fee -in -Lieu and/or Transportation Impact Fees ("Covenant") against the
above -described real property. By entering into this agreement, Grantor waives on behalf of itself, its heirs,
successors and assigns, its right to a refund or to contest how the fee(s) are used by the City to address the
impacts for which the fee(s) were paid.
The amount of the Open Space Fee -in -Lieu is: $ 5,400.00.
The Open Space Fee -in -Lieu is due and owing to the City no later than the closing of sale on the house
or five years following the recording date of this instrument, whichever is earlier. For each day following the
date oil which payment is due for which Grantor has failed to pay the Open Space Fee -in -Lieu, Grantor shall
pay an additional one percent (1%) of the fee as liquidated damages.
The initial amount of the Transportation Impact Fee is: $ 3,111.94. The initial amount of the
administrative fee is: $ 93.36. However, Transportation Impact Fees and their associated administrative fees do
not vest and the amount owed is based on the Transportation Impact Fee schedule in effect at the time of
payment. To check the current impact fee amount, please call the City of Federal Way Permit Center at 253-
83 5-2607.
house. The Transportation Impact Fee is due and owing to the City no later than the closing of sale on the
r
Grantor's obligation to pay the fee(s) as described in this instrument shall be a covenant running with
the land and shall be binding upon the Grantor, its heirs, successors and assigns. Any costs (including but not
limited to the cost of litigation and attorney fees) incurred by the City in the enforcement of this Covenant shall
be paid by Grantor. Venue shall be King County.
All payments shall be made payable to the City and shall be directed to the City of Federal Way Permit
Center, 33325 8" Avenue South, Federal Way, WA 98063.
Upon the receipt of notification that a sale is pending and fee(s) are to be paid, the City agrees to
deposit into escrow a fully executed Release of Covenant, substantially in the form attached hereto as Exhibit
B. The escrow officer shall record the Release of Covenant when funds are disbursed from escrow to pay the
outstanding fee(s). The City may provide separate escrow instructions consistent with this Covenant.
Otherwise, the City will release this Covenant upon Grantor's payment of the above identified fee(s).
City of Federal Way
Isaac Conlen
Its: Planning Manager
Date: 2 ��
Grantor
IM
Suneet Diwan
STATE OF WASHINGTON ]
] ss.
COUNTY OF �` )
I certify that I know or have satisfactory evidence that Suneet Diwan is the person who appeared before
me, and said person acknowledged that he signed this instrument, on oath acknowledged as the Property
Owner to be his Xrre,ai)01, voluntary act for the uses and purposes mentioned in the instrument.
o0jl
SAU •,
flo-
Mial seal this day of xt , 20�' L
NOTARY 14otary's signature .c
"PAA
—0
P U B L I C�: ,-Notary's printed name
23 a, Notary Notary Public in and for the State of Washington.
,, �■ My commission expires
ATTACHMENT A
LOT 3, CITY OF FEDERAL WAY SHORT PLAT NO. 14-100397-00-SU, KING COUNTY
RECORDING NO._;-o 1 sU $ o � 4 b d o c l , V OL. 3l , PG.L. Z?T-RECORDS OF
KING COUNTY, WASHINGTON.
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 8'h Avenue South
Federal Way, WA 98003-6325
ATTACHMENT B
RELEASE OF COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU
AND/OR TRANSPORTATION IMPACT FEE
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"):
Reference Number(s) of Related Document(s): King County Recording No. Z 01 S- 0 t 0 -+o 0 4 099
Legal Description:
Assessor's Tax Parcel ID Number:
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Amount Released: $
THIS RELEASE OF COVENANT of OPEN SPACE FEE -IN -LIEU and/or TRANSPORTATION
IMPACT FEE (the "Release") is made as of this day of , 20 by the City of
Federal Way (the "City").
The City entered into a Covenant of Payment Obligation for Open Space Fee -in -lieu and/or
Transportation Impact Fee dated and recorded under King County Recording No.
(the "Covenant") with Grantor to provide for deferred
payment of the referenced fee(s).
Pursuant to the terms of the covenant, upon Grantor's payment of the fees in the amount of:
Open Space Fee -in -lieu $ ; and/or Transportation Impact Fee $ and associated
administrative fee $ ; the City will release the Covenant.
Accordingly, conditioned upon the Escrow Agent's or Grantor's disbursement of the Fee(s) to the
City, the City hereby releases and discharges Grantor from the obligations described in the Covenant.
Upon recording of this Release, all of the Grantor's obligations under the Covenant shall be deemed fully
and completely satisfied, and the Covenant shall have no further force or effect.
City of Federal Way
M
Grantor
By:
STATE OF WASHINGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the person who
appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
acknowledged it to be the free and voluntary act for the uses and purposes mentioned in the instrument.
GIVEN my hand and official seal this day of , 20—•
Notary's signature
Notary's printed name
Notary Public in and for the State of Washington.
My commission expires
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 8"' Avenue South
Federal Way, WA 98003-6325
III I III III III 1111111111111111111I
20350107001128
KING COUNTY, WA
COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"): Suneet Diwan
Reference Number(s) of Related Document(s): N/A
Legal Description (Abbreviated): Lot 2, City of Federal Way Short Plat No. 11-100397-00-SU, King
County Recording No. 'Lu 15 0 1 o -*- 10 0 0 0 1
Full description as set forth on attached Exhibit "A."
Assessor's Tax Parcel ID Number: 367440-0195
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Notice is hereby given that pursuant to Federal Way Revised Code ("FWRC") 19.100.070(1)(b), the
City of Federal Way (the "City") and the Grantor voluntarily agree to a deferred payment obligation for Open
Space Fee -in -Lieu ("Covenant") against the above -described real property. By entering into this agreement,
Grantor waives on behalf of itself, its heirs, successors and assigns, its right to a refund or to contest how the
fee is used by the City to address the impacts for which the fee was paid.
The amount of the Open Space Fee -in -Lieu is: 5,400.00.
The Open Space Fee -in -Lieu is due and owing to the City no later than the closing of sale on the house
or five years following the recording date of this instrument, whichever is earlier. For each day following the
date on which payment is due for which Grantor has failed to pay the Open Space Fee -in -Lieu, Grantor shall
pay an additional one percent (1%) of the fee as liquidated damages.
Grantor's obligation to pay the fee as described in this instrument shall be a covenant running with the
land and shall be binding upon the Grantor, its heirs, successors and assigns. Any costs (including but not
limited to the cost of litigation and attorney fees) incurred by the City in the enforcement of this Covenant shall
be paid by Grantor. Venue shall be King County.
All payments shall be made payable to the City and shall be directed to the City of Federal Way Permit
Center, 33325 8t' Avenue South, Federal Way, WA 98063.
Upon the receipt of notification that a sale is pending and fee is to be paid, the City agrees to deposit
into escrow a fully executed Release of Covenant, substantially in the form attached hereto as Exhibit B. The
escrow officer shall record the Release of Covenant when funds are disbursed from escrow to pay the
outstanding fee. The City may provide separate escrow instructions consistent with this Covenant. Otherwise,
the City will release this Covenant upon Grantor's payment of the above identified fee.
City of Federal Way
By:,
Isaac Conlen
Its: —Planning Mana er
Date: 1� / 0 cl/
Grantor
By:
Suneet Diwan
STATE OF WASIENGTON )
} ss.
COUNTY OF � )
I certify that I know or have satisfactory evidence that Suneet Diwan is the person who appeared before
me, and said person acknowledged that he signed this instrument, on oath acknowledged as the Property
Owner to be his free and voluntary act for the uses and purposes mentioned in the instrument.
GIVEN my hand and official seal this day of 1
�•�r,t-,`R `s�Ui+iNotary's signature ��
��`�.••'Aary's printed name
;y
v. TRY.c�
� ■ fir.BLI
::�• Of WASH '�•
-s J
a
Notary Public in and for the State of Washington.
My commission expires "a3
ATTACHMENT A
LOT 2, CITY OF FEDERAL WAY SHORT PLAT NO. 14-100397-00-SU, KING COUNTY
RECORDING NO, VOL. t , PG.j • RECORDS OF
KING COUNTY, WASHINGTON.
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 8`h Avenue South
Federal Way, WA 98003-6325
ATTACHMENT B
RELEASE OF COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"):
Reference Number(s) of Related Document(s): King County Recording No. 2a l 5 a t 0 -+OU I I
Legal Description:
Assessor's Tax Parcel ID Number:
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Amount Released: $
THIS RELEASE OF COVENANT of OPEN SPACE FEE -IN -LIEU (the "Release") is made as of
this day of , 20 by the City of Federal Way (the "City").
The City entered into a Covenant of Payment Obligation for Open Space Fee -in -lieu dated
and recorded under King County Recording No. (the
"Covenant") with Grantor to provide for deferred payment of the referenced fee.
Pursuant to the terms of the covenant, upon Grantor's payment of the fee in the amount of:
Open Space Fee -in -lieu $ the City will release the Covenant.
Accordingly, conditioned upon the Escrow Agent's or Grantor's disbursement of the Fee to the
City, the City hereby releases and discharges Grantor from the obligations described in the Covenant.
Upon recording of this Release, all of the Grantor's obligations under the Covenant shall be deemed fully
and completely satisfied, and the Covenant shall have no further force or effect.
City of Federal Way
B v :
Its:
Grantor
STATE OF WASHNGTON )
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the person who
appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
acknowledged it to be the free and voluntary act for the uses and purposes mentioned in the instrument.
GIVEN my hand and official seal this day of , 2C—•
Notary's signature
Notary's printed name
Notary Public in and for the State of Washington.
My commission expires
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 80' Avenue South
Federal Way, WA 98003-6325
20160107001129
KING COUNTY, A
COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU AND/OR
TRANSPORTATION IMPACT FEE
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"): Suneet Diwan
Reference Number(s) of Related Document(s): N/A
Legal Description (Abbreviated): Lot 3, City of Federal Way Short Plat No. 11-100397-00-SU, King
County Recording No. 2bl S o 1 o -* 9000u1
Full description as set forth on attached Exhibit "A."
Assessor's Tax Parcel ID Number: T.B.D.
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Notice is hereby given that pursuant to Federal Way Revised Code ("FWRC") 19.100.070(1)(b) and
FWRC 19.100.070(3), the City of Federal Way (the "City") and the Grantor voluntarily agree to a deferred
payment obligation for Open Space Fee -in -Lieu and/or Transportation Impact Fees ("Covenant") against the
above -described real property. By entering into this agreement, Grantor waives on behalf of itself, its heirs,
successors and assigns, its right to a refund or to contest how the fee(s) are used by the City to address the
impacts for which the fee(s) were paid.
The amount of the Open Space Fee -in -Lieu is: $ 5,400.00.
The Open Space Fee -in -Lieu is due and owing to the City no later than the closing of sale on the house
or five years following the recording date of this instrument, whichever is earlier. For each day following the
date on which payment is due for which Grantor has failed to pay the Open Space Fee -in -Lieu, Grantor shall
pay an additional one percent (1 %) of the fee as liquidated damages.
The initial amount of the Transportation Impact Fee is: $ 3,111.94. The initial amount of the
administrative fee is: $ 93.36. However, Transportation Impact Fees and their associated administrative fees do
not vest and the amount owed is based on the Transportation Impact Fee schedule in effect at the time of
payment. To check the current impact fee amount, please call the City of Federal Way Permit Center at 253-
835-2607.
The Transportation Impact Fee is due and owing to the City no later than the closing of sale on the
house.
Grantor's obligation to pay the fee(s) as described in this instrument shall be a covenant running with
the land and shall be binding upon the Grantor, its heirs, successors and assigns. Any costs (including but not
limited to the cost of litigation and attorney fees) incurred by the City in the enforcement of this Covenant shall
be paid by Grantor. Venue shall be King County.
All payments shall be made payable to the City and shall be directed to the City of Federal Way Permit
Center, 33325 8a' Avenue South, Federal Way, WA 98063.
Upon the receipt of notification that a sale is pending and fee(s) are to be paid, the City agrees to
deposit into escrow a fully executed Release of Covenant, substantially in the form attached hereto as Exhibit
B. The escrow officer shall record the Release of Covenant when funds are disbursed from escrow to pay the
outstanding fee(s). The City may provide separate escrow instructions consistent with this Covenant.
Otherwise, the City will release this Covenant upon Grantor's payment of the above identified fee(s).
City of Federal Way
By:
Isaac Conlen
Its: Planning Mana er
Date: 2
Grantor
LN
Suneet Diwan
STATE OF WASHINGTON )
ss.
COUNTY OF V,
U )
I certify that I know or have satisfactory evidence that Suneet Diwan is the person who appeared before
me, and said person acknowledged that he signed this instrument, on oath acknowledged as the Property
Owner to be his frpq eadtr►olyntary act for the uses and purposes mentioned in the instrument.
5A •.
, 20.
(, � +' seal this day of
QTAR=to_ �-
Nat- y's signature
►'PUBLIC+c` -ry's printed name i4 {rL 0�1�t
f� •�' , Notary Public in and for the State of Washington.
Or
►.. , + + My commission expires
ATTACHMENT A
LOT 1, CITY OF FEDERAL WAY SHORT PLAT NO. 14-100397-00-SU, KING COUNTY
RECORDING NO. Zo►5' D VOL. 31 t, PG.L�-S•2EFRECORDS OF
KING COUNTY, WASHINGTON.
9 b
WHEN RECORDED, RETURN TO:
City of Federal Way
Community Development Department
33325 8`' Avenue South
Federal Way, WA 98003-6325
ATTACHMENT B
RELEASE OF COVENANT OF PAYMENT OBLIGATION FOR OPEN SPACE FEE -IN -LIEU
AND/OR TRANSPORTATION IMPACT FEE
Payment Obligation for the Benefit of Grantee: City of Federal Way, a municipal corporation
Entity Indebted to Grantee ("Grantor"):
Reference Number(s) of Related Document(s): King County Recording No. 201-5-0 l 2COk 1 Z
Legal Description:
Assessor's Tax Parcel ID Number:
Plat or Building Permit Application Number: Suneet Short Plat File # 14-100397-00-SU.
Amount Released:
THIS RELEASE OF COVENANT of OPEN SPACE FEE -IN -LIEU and/or TRANSPORTATION
IMPACT FEE (the "Release") is made as of this day of 20 by the City of
Federal Way (the "City").
The City entered into a Covenant of Payment Obligation for Open Space Fee -in -lieu and/or
Transportation Impact Fee dated and recorded under King County Recording No.
(the "Covenant") with Grantor to provide for deferred
payment of the referenced fee(s).
Pursuant to the terms of the covenant, upon Grantor's payment of the fees in the amount of:
Open Space Fee -in -lieu $ ; and/or Transportation Impact Fee $ and associated
administrative fee $ ; the City will release the Covenant.
Accordingly, conditioned upon the Escrow Agent's or Grantor's disbursement of the Fee(s) to the
City, the City hereby releases and discharges Grantor from the obligations described in the Covenant.
Upon recording of this Release, all of the Grantor's obligations under the Covenant shall be deemed fully
and completely satisfied, and the Covenant shall have no further force or effect.
City of Federal Way
By:
Its:
Date:
Grantor
By:
STATE OF WASBINGTON }
ss.
COUNTY OF )
I certify that I know or have satisfactory evidence that is the person who
appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath
acknowledged it to be the free and voluntary act for the uses and purposes mentioned in the instrument.
GIVEN my hand and official seal this day of 12C—•
Notary's signature
Notary's printed name
Notary Public in and for the State of Washington.
My commission expires
\ g--lo-4
LiEPAR ENT OF COMMUNITY MVELOPMENT SERVICES
�
RESU BMIM 33325 8'h Avenue South
Federal Way, WA 98003-6325
CITY OF'W 253-835-2607; Fax 253-835-2609
Federal Way DEC 10 2014 w��.citvofiederalway.coir�
CITY OF FEDERAL WAY
CDS
RESUBMITTAL INFORMATION
This completed form MUST accompany all resubmittals.
*''Please note: Additional or revised plans or documents for an active project will not be accepted
unless accompanied by this completed form. Mailed resubmittals that do not include this form or that
do not contain the correct number of copies will be returned or discarded. You are encouraged to
submit all items in person and to contact the Permit Counter prior to submitting if you are not sure
about the number of copies required. **
ANY CHANGES TO DRAWINGS MUST BE CLOUDED.
Project Number:`�-
Project Name:
Project Address:
Project Contact: T�V5 � � c Phone: 9-5':5r 4__M-V-4
RESUBMITTED ITEMS:
# of Copies "'
Detailed Description of Item
t
** Always submit the same number of copies as required for your initial application."
Resubmittal Requested by: Li c ; Letter Dated:
to em er
$ GtoLG
RESUB #.'
Deot/Div I Name
OFFICE USE ONL Y
Distribution Date: I Z I O
# escripl
I vl.U'4_7 tit.. (5P--
Bulletin #129 —January], 2011 Page I of 1 k:\Handouts\Resubmittal Information
CITY OF
Akol�., Federal
October 23, 2014
Tres Kirkebo
Apex Engineering
2601 South 351h Street, Suite 200
Tacoma, WA 98409
RE: FILE #14-100397-00-SU; SHORT PLAT APPROVAL
Suneet Short Plat, 29803 20th Avenue South, Federal Way
Dear Mr. Kirkebo:
FILE
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. atyoffederalway. com
The Community Development Department has completed the administrative short subdivision review for
the Suneet 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 existing residence at
29803 20th Avenue South will remain; the attached garage will be removed. The city received your
application January 24, 2014, and deemed it complete July 7, 2014.
The City of Federal Way hereby grants conditional approval of the Suneet Short Plat, subject to the
conditions noted below. This approval corresponds to the Short Plat Map prepared by Apex Engineering,
date -stamped as received October 15, 2014.
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) 18.30.110(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 (RCW) 58.17.060 and 58.17.110.
CONDITIONS OF APPROVAL
As required by the Directors of Public Works and Community Development, prior to recording the short
plat, all of the following conditions shall be completed and approved by the City.
1. 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
Mr. Kirkebo
October 23, 2014
Page 2
building permit application, the site plan for each new lot must depict where the tree plantings
will be located. Each lot is required to have the following tree units:
■ Lot 1 (0.165 acres) - 5 tree units
• Lot 2 (0.296 acres) - 8 tree units
• Lot 3 (0.346 acres) - 9 tree units
2. The applicant is required to pay a fee -in -lieu of open space and traffic impact fee (TIF). If the
applicant chooses to defer the costs, the city will prepare a covenant of payment obligation for
open space fee -in -lieu and TIF, which must be recorded at the applicant's expense on each lot
at the time of plat recording and a note must be placed on the face of the plat referencing the
recorded covenant.
3. The following note must be placed on the short plat.
Note: At the time of building permit for either lot 41 or lot #3, whichever is issued first, the
shared access driveway providing access to lots #2 and #3 shall be constructed in accordance
with the conceptual engineering exhibit and within the new access easement created by the
short plat. The existing driveway improvements currently providing access to lot #2 shall be
removed so that lot #2 only uses the shared driveway for access.
RECORDING
Once the revisions above are made to the short plat drawings and fees are paid, final mylars and 2 paper
copies can be submitted to the city. Pursuant to FWRC 18.30.300, all short plats shall be recorded with
the King County Division of Elections and Records. Please use the enclosed Resuhmittal Information
form and submit to the Permit Center one signed and notarized mylar, two paper copies of the
signed/notarized mylars, and a check payable to the City of Federal Way for recording fees in the amount
of $149.00.' The City will sign the short plat document and have it recorded at King County at the
expense of the applicant. You will be provided a conformed copy of the recorded short plat.
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., November 10, 2014, at the following
address: 33325 8"' 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 POLICY ACT
The proposal is exempt from a SEPA threshold determination pursuant to Washington Administrative
Code (WAC) 197-11-800(6)(d).
1 Recording fee for the three -page BLA is based on $138.00 for the first page, $10.00 for two additional pages, and $1.00 for a
conformed copy.
14-100397 Doc. I.D. 66906
Mr. Kirkebo
October 23, 2014
Page 3
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 FVvRC 18.05.090.
REQUESTS FOR CHANGE OF VALUATION
Any affected property owners may request a change in valuation for property tax purposes, not
withstanding any program of revaluation.
CLOSING
Any questions or concerns regarding this decision can be forwarded to Associate Planner Becky Chapin
at 253-835-2641, or becky.chapin@cityoffederalway.com.
Sincerely,
Isaac Conlen, Planning Manager
for Larry Frazier, Interim Director
enc: Statement of Facts
Approved Short Plat
c: Becky Chapin, Associate Planner
Kevin Peterson, Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
14-100397 Doc. I.D. 66906
CITY OF
Federal Way
Exhibit A
Statement of Facts
Suneet Short Plat, File No.14-100397-00-SU
The Planning Division hereby makes the following Findings of Facts pursuant to content requirements of
the Short Subdivision decision as set forth in Federal Way Revised Code (FWRC) 18.30.110. These facts
are in reference to King County tax parcel number 367440-0195 located at 29803 201' Avenue South,
Federal Way.
1. Proposal — The applicant proposes to subdivide one existing 33,956 square -foot single-family
lot into three single-family residential lots with a shared ingress, egress, and utility easement for
Lot 2 and Lot 3. Lot 1 will be 9,245 square feet in size, lot 2 will be 8,888 square feet in size,
and lot 3 will be 11,271 square feet in size. The easement is 4,552 square feet.
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. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was
published in the Federal Way Mirror and posted at the subject property and city designated
notice boards on July 11, 2014. No comments were received regarding the short subdivision
application.
4. Density & Zoning District Regulations — The subject property is located within a Single -
Family Residential (RS 7.2) zone with a minimum lot size requirement of 7,200 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.
Comprehensive Plan —The subject property's comprehensive plan designation is Single -
Family — High -Density Residential. The proposal provides an urban density consistent with the
Federal Way Comprehensive Plan (FWCP) designation. The proposal meets relevant goals and
policies of the FWCP.
State Environmental Policy Act (SEPA) — The three -lot short plat is exempt from
environmental review pursuant to Washington Administrative Code (WAC) 197-11-800(6)(d).
Site Profile — The subject property is located at 29803 20`" Avenue South. The subject property
is rectangular in shape and measures approximately 90 feet wide by 180 feet deep. The site is
currently developed with an existing single family residence, driveway, and associated utilities.
The site topography gradually slopes down from east to west at inclination of less than 5 percent. West
of the existing residence, the ground surface steepens to 12 percent. At the west property line, a
localized slope has inclinations of 50 percent with 5 to 15 feet of relief. Existing vegetation consists of
areas of landscape grass and shrubs with scattered trees.
8. Open Space — The applicant is responsible to provide open space in the amount of 15 percent
of the gross land area of the property, which equals 5,093 sq. ft. 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 plat recording, the applicant will be required to pay 15 percent of the most recent
assessed land value of the subject property or defer those costs pursuant to limitations set forth
in FWRC 19.100.070(1). If the applicant chooses to defer the costs, the city will prepare a
covenant of payment obligation for open space fee -in -lieu, which must be recorded at the
applicant's expense on each lot at the time of plat recording and a note must be placed on the
face of the plat referencing the recorded covenant.
9. Critical Areas — The city's critical areas map has identified a geologically hazardous area
(erosion hazard) on the far western portion of the subject property. These areas require a 25-
foot setback. A geotechnical report, prepared by GeoResources, LLC, dated January 9, 2014,
was submitted with the short plat application. The report concluded that a landslide, erosion, or
seismic hazard areas does not exist on site. There is a steep slope on the western property line
that has 10 to 15 feet in vertical height and would meet the definition of steep slope hazard
area. However, if recommendations contained in the report are followed, the proposed
development should have minimal impacts to the site and adjacent properties. The geotechnical
report must be included with the building permit application submittal for Lot 3.
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 (0.78 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 each new house to depict where the tree
plantings will be located. Each lot is required to have the following tree units:
• Lot 1 (0.165 acres) - 5 tree units
• Lot 2 (0.296 acres) - 8 tree units
• Lot 3 (0.346 acres) - 9 tree units
11. Concurrency — The city's Traffic Division reviewed the applicant's concurrency application
and concludes the proposed short subdivision will generate 3 new PM peak hour trips. Traffic
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 March 27, 2014.
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.
Findings of Facts Page 2
Suneet Short Plat File No. 14-100397-00-SU/o� Lu 66907
M
12. Access — Access to Lot 1 is directly off of 20`h Avenue South. Lot 2 and Lot 3 will access 20`'
Avenue South via a shared driveway access easement. The easement is for ingress, egress, and
utility purposes, and is created over Lot 1 and Lot 2, for the benefit of Lot 2 and Lot 3.
No access improvements are required prior to recording of the short plat. Public Works has
agreed to defer construction of Lot 2 and Lot 3 access driveway to the time of building permit
approval for Lot 1 and Lot 3.
At the time of building permit for either Lot 1 or Lot 3, whichever is issued first, the shared
access driveway providing access to Lots 2 and 3 shall be constructed in accordance with the
conceptual engineering exhibit and within the new access easement created by the short plat.
The existing driveway improvements currently providing access to Lot 2 shall be removed so
that Lot 2 uses the shared driveway for access.
13. Street Frontage Improvements — The applicant's request to waive the required street frontage
improvements was approved by Public Works. The existing right-of-way along the property
frontage is 60 feet; therefore, no additional right-of-way needs to be dedicated as part of the
short plat proposal.
14. Stormwater — The proposed development meets the criteria requiring Small Site Drainage Review
under the 2009 King County Surface Water Design Manual (KCSWDM). Development of the site
will create additional runoff from new impervious surfaces such as streets, driveways, and rooftops.
The applicant will be required to design Best Management Practices (BMPs) per Appendix C of the
KCSWDM.
As shown on the preliminary engineering plans and technical information report, stormwater runoff
generated from the development of Lots 1 and 3 and the new access road will be conveyed to rain
gardens. Under the current proposal to retain the existing home, Lot 2 is exempt from any
stormwater requirements under this approval. Future redevelopment on Lot 2 may trigger stormwater
requirements.
The BMPs shall be constructed in conjunction with Building Permits for Lot 1 and Lot 3.
15. 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 document.
a. Lot 1 — 29805 201h Avenue South
b. Lot 2 — 29803 20'h Avenue South
c. Lot 3 — 29807 20'h Avenue South
16. 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.
These findings shall not waive compliance with future City of Federal Way codes, policies, and standards
relating to this development.
Prepared by: Becky Chapin, Associate Planner
Findings of Facts
Suneet Short Plat
Date: October 23, 2014
Page 3
File No. 14-100397-00-SU/D�- Ln. 66907
P�'xGFiiEERIHG:
October 13, 2014
John Hutton
Director of Parks, Recreation & Cultural Services
City of Federal Way
33325 8th Avenue South
Federal Way, WA 98003
Reference: Suneet Short Plat, File # 14-100397-00-SU
File No. 32464
Mr. Hutton:
26015outh 351h Street, Suite 200
Tacoma, WA 98409
(253) 473-4494 Phone
(253)473-0599 Fax
This letter authorizes the City of Federal Way to use the open space fee -in -lieu for the Suneet Short Plat
in any of the Parks Planning Areas the City wishes. Per Federal Way Revised Code (FWRC) 18.55.060, a
fee -in -lieu of open space has been requested to satisfy open space requirements for the three lot short
plat. The fee in lieu is calculated at 15 percent of the most recent assessed value of the property or
$16,200 (based on 2014 assessed land value of the existing undivided parcels), which may change at the
time of final recording.
Sincerely,
Jam1
es E. Kirkeho III
Principal
RESUBMITTED
OCT 13 2014
CITY OF FEDERAL WAY
CDS
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
RESUBMITTED 33325 8`h Avenue South
Federal Way, WA 98003-6325
CITY OF 253-835-2607;Fax 253-835-2609
Federal Way OCT 13 2014 www.61yoffederalway.eorn
CITY OF FEDERAL WAY
CDS
RESU BM ITfAL INFORMATION
This completed form MUST accompany all resubmittals.
"Pleasenote: Additional or revised plans or documents for an active project will not be accepted
unless accompanied by this completed form. Mailed resubmittals that do not include this form or that
do not contain the correct number of copies will be returned or discarded. You are encouraged to
submit all items in person and to contact the Permit Counter prior to submitting ifyou are not sure
about the number of copies required. **
ANY CHANGES TO DRAWINGS MUST BE CLOUDED.
Project Number:
Project Name:CY�
Project Address: , r
Project Contact: k �7 Phone: S6, 3 Ltl 3
RESUBMITTED ITEMS:
# of Copies *"
Detailed Description of Item
** Always submit the same number of copies as required foryour initial application."
Resubmittal Requested by., F2ec G etter Dated: (0 /.
(staff meniT,
OFFICE USE Oft Y
RESUB A Distribution Date.•
Dept/Div
Name
#
t ge-scription
Buildin
Planning
PW
Fire
Other
Bulletin#129—January ], 2011 Page I of 1 UH and o uts\Resubmittal Information
CITY OF
ti. Federal Way
October 9, 2014
Tres Kirkebo
Apex Engineering
2601 South 351h Street, Suite 200
Tacoma, WA 98409
RE: FILE #14-100397-00-SU; TECHNICAL COMMENT LETTER
Suneet Short Plat, 29803 20th Avenue South, Federal Way
Dear Mr. Kirkebo:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
The Community Development Department has reviewed your June 27, 2014, resubmittal of documents
related to the Suneet Short Subdivision application. The following comments will need to be addressed
prior to approval of your application, or as otherwise noted.
1. Lot 3 is considered a flag lot. Refer to Federal Way Revised Code (FWRC) 19.05.160, "Property
line " (below) for how required yards are applied for flag lots. The front setback for Lot 2 is adjacent
to the access easement. As proposed, the existing house would be intruding into the front yard
setback. Please revise the setbacks for Lot 2 and Lot 3 to meet flag lot setback requirements; the
house may need to be relocated or reduced to meet the front yard setback requirement.
Lot 3 '
tT •_-_._ Yip" -...
Driveway Lot 2 .S
for Lot 3 4�
and Access '
Easement .... :
for Lot 2
Lox 1
••rc
Not an arterial
or principal collector
F = Front Yard
S = Side Yard
R = Rear Yard
2. Add the City File #14-100397-00-SU in the space provided in the title block (each sheet).
3. The Parks Department accepts the applicant's fee -in -lieu of open space proposal on the condition
that you authorize the city to use the open space fee -in -lieu from the Short Plat of Suneet in any
of the Parks Planning Areas the City wishes. A draft voluntary letter authorizing the city to use
the open space fee -in -lieu in any of the Parks Planning Areas is enclosed for reference.
A*
Mr. Kirkebo
October 9, 2014
Page 2
Please note: The applicant shall provide the city's Parks Department a fee -in -lieu payment for
open space in the amount of 15 percent of the most recent assessed land value of the subject
property prior to recording the short plat document.
Open space fee -in -lieu payment may be deferred per FWRC 19.100.070(1), but shall be paid to
the City of Federal Way no later than the closing of sale of each individual house or five years
from deferment of the fee, whichever is earlier and a covenant, prepared by the city, to enforce
payment of deferred open space fees, shall be recorded at the applicant's expense on each lot at
the time of short plat recording.
Please make the following corrections and email or resubmit a copy of the short plat drawing. If you have
any questions regarding this letter, please contact me at 253-835-2641 or
becky.chapin@cityoffederalway.com.
Sincerely,
Becky Cli
Associate Planner
enc: Resubmittal Information Form
Draft Letter for Open Space fee -in -lieu
14-100397
Doc. LD. 66343
r-_
31919 1 st Ave S, Sui
RECEIVED BY
COMMUNITY & ECONOMIC
DEVELOPMENT DEPARTMENT
AUG I4zatc.
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- Economic 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 weeks(s), commencing on the 11thday
of July 2014, and ending on the 11th day of July 2014 , 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
109.59, 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 8th day of August_2014.
Notary Public in and for the State of Washington,
Residing at Buckley
IIIIII11INI
A.AIV,0 i
NOTARY ;
PUBLIC z
do.*
1
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Suneet Short Plat
Project Description: Proposed short subdivision of
one existing 33,955 square -foot single-family lot
Into three single-family lots.
Applicant: Tres Kirkebo, Apex Engineering, 2601
South 35th Street, Ste. tag, Tacoma, WA 98409
Project Location: 29803 loth Avenue South, Fed-
eral Way. Tax Parcel ID 1367440-C195
Dale of Application, January 24, 2014
Date Determined Complete: July 7, 2014
Data of Notice of Application: Juty11, 2014
Requested Decision and Other Permits Included
with this Application. The applicant requests a
short subdivision decision (File 014-100397-00-
SU) issued by the Director of Community Develop-
ment pursuant to Federal Way Revised Code
(FWRC) Chapter 18.30. Additional permits and/or
approvals in conjunctlon with the short subdivision
decision include Concurrancy (File 614-100398-
00-CN); and yet to be filed Engineering Review.
The department has determined the application is
categorically exempt from threshold determination
procedures pursuant to State Environmental Pal icy
Acl (SEPA) Rules 197-11.80g(6}.
Envtronmantal Documents: Preliminary Storm
Analysis and Geotechnical Report.
Development Regulations to Be Used for Project
Mitigation: FWRC Title 16 'Surface Water Manage-
ment;' Title 18'Subdivisions;' Title 19 'caning and
Development Code.'
Consistency with ApplIca bto 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 Direelor of Commu-
nity Development by July 28, 2014. Only persons
who submit written documents to the Director, or
specifically request a copy of the original decision
may appeal the Director's declslon.
Availability of File and Environmental Documents:
The official project file and referenced environmen-
tal documents are available for public review dur-
ing normal business hours at the Community De-
valopmeni Department, 33325 8th Avenue South.
2nd Floor, Federal Way, WA 98003
Staff Contact: Becky Chapin, Assistant Planner,
253-835.2641, becky.chapin0cityoffederal.
way.com
Printed in the Federal Way Mirror July 11, 2014.
FWM 2149
1�kCITY OF
Federal Way
July 9, 2014
Tres Kirkebo
Apex Engineering
2601 South 35`' Street, Suite 200
Tacoma, WA 98409
RE: FILE #14-100397-00-SU; LETTER OF COMPLETE APPLICATION
Suneet Short Plat, 29803 20'h Avenue South, Federal Way
Dear Mr. Kirkebo:
}FILE
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
The Community Development Department is in receipt of your June 27, 2014, resubmittal of items
identified in a prior incomplete application letter. Your proposed project includes the short subdivision of
one existing single-family residential lot into three single-family residential lots.
NOTICE OF COMPLETKAPPLICATION
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 7, 2014. 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.
CLOSING
Formal processing and review of your application will now begin. A Notice of Application (NOA) will be
posted on site, published in the Federal Way Mirror, and posted on the city's official notice boards within
14 days of this letter. Further comments will follow at a later date. Any questions concerning your short
subdivision application may be directed to me at 253-835-2641 or becky.chapin@cityoffederalway.com.
Sincerely,
Becky Cha m
Associate Planner
enc: NOA
c: Kevin Peterson, Development Services
Erik Preston, Traffic
Brian Asbury, Lakehaven Utility District
Chris Ingham, South King Fire & Rescue
Doc, I.D. 66091
� FILE
CITY OF = -- --'
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Suneet Short Plat
Project Description: Proposed short subdivision of one
existing 33,955 square -foot single-family lot into three single-
family lots.
Applicant: Tres Kirkebo, Apex Engineering, 2601 South 35'
Street, Ste. 200, Tacoma, WA 98409
Project Location: 29803 20th Avenue South, Federal Way.
Tax Parcel ID #3 67440-0195
Date of Application: January 24, 2014
Date Determined Complete: July 7, 2014
Date of Notice of Application: July 11, 2014
N
��10
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #14-100397-00-SU) issued by the Director of Community Development pursuant
to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction
with the short subdivision decision include Concurrency (File #14-100398-00-CN); and yet to be filed
Engineering Review. 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 Documents: Preliminary Storm Analysis and Geotechnical 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 duly 28, 201.4.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 Documents: The official project file and referenced environmental
documents are available for public review during normal business hours at the Community Development
Department, 33325 8h Avenue South, god Floor, Federal Way, WA 98003
Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, Becky.chapin@cityoffederalway.com
Printed in the Federal Way Mirror July 11, 2014.
Doc LD. 64966
4411kkL�
CITY OF
Federal Way
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
33325 8th Avenue South
Federal Way WA 98003
253-835-7000; Fax 253-835-2609
www.ctiyQffederalway.com
DECLARATION OF DISTRIBUTION
I hereby declare, under penalty of perjury of the laws of the State of
Washington, that a
19 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 Interpretatbn
❑ 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 Pelmit
❑ Adoption of Existing Environmental
Document
was ❑ mailed ❑ faxed Xe-mailed and/or ❑ posted to or at each of the attached addresses on
2014.
Project Nameu
File Number(s) ) `i'� 0 0 19 7- S-U
Signature-7 Date
'-9-
K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /22/2014 2:40:00 PM
CITY OF
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Suneet Short Plat
Project Description: Proposed short subdivision of one
existing 33,955 square -foot single-family lot into three single-
family lots.
Applicant: Tres Kirkebo, Apex Engineering, 2601 South 35d'
Street, Ste. 200, Tacoma, WA 98409
Project Location: 29803 20t' Avenue South, Federal Way.
Tax Parcel ID #367440-0195
Date of Application: January 24, 2014
Date Determined Complete: July 7, 2014
Date of Notice of Application: July 11, 2014
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #14-100397-00-SU) issued by the Director of Community Development pursuant
to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction
with the short subdivision decision include Concurrency (File #14-100398-00-CN); and yet to be filed
Engineering Review. 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 Documents: Preliminary Storm Analysis and Geotechnical 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 July 28, 2014. 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 Documents: The official project file and referenced environmental
documents are available for public review during normal business hours at the Community Development
Department,, 3 3325 8t' Avenue South, 2"d Floor, Federal Way, WA 99003
Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, becky.chapin@cityoffederalway.com
Printed in the Federal Way Mirror July 11, 2014.
Doc. I.D. 64966
Tamara Fix
From: Jennifer Anderson <jnderson@fedwaymirror.com>
Sent: Wednesday, July 09, 2014 9:25 AM
To: Tamara Fix
Subject: Re: Another Legal Notice
Got it, thanks!
Jennifer Anderson
Advertising Sales Consultant
Office: 253-925-5565, Ext 3056
Internal: 02-3056
Fax: 253-925-5750
31919 1st Ave S, Ste 101, Federal Way, WA 98003
0 =
Sound Publishing, Inc.
Map Print Rates Online Rates Media Kit Sound In
On Wed, Jul 9, 2014 at 9:15 AM, Tamara Fix <Tamara.Fix(a7Cityoffederalway.com> wrote:
Please publish the following legal notice (Suneet NOA, 14-100397) in Friday's (July 11, 2014) issue.
Please confirm and issue an affidavit of publication.
Thanks!
CITY OF
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Suneet Short Plat
i
Project Description: Proposed short subdivision of one existing 33,955 square -foot single-family lot into three
single-family lots.
Applicant: Tres Kirkebo, Apex Engineering, 2601 South 35'�' Street, Ste. 200, Tacoma, WA 98409
Project Location: 29803 20'h Avenue South, Federal Way. Tax Parcel ID #367440-0195
Date of Application: January 24, 2014
Date Determined Complete: July 7, 2014
Date of Notice of Application: July 11, 2014
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #14-100397-00-SU) issued by the Director of Community Development pursuant to
Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with
the short subdivision decision include Concurrency (File #14-100398-00-CN); and yet to be filed Engineering
Review. 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 Documents: Preliminary Storm Analysis and Geotechnical 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 July 28, 2014. 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 Documents: The official project Ine and referenced environmental
documents are available for public review during normal business hours at the Community Development
Department; 33325 8 h Avenue South, 2nd Floor, Federal Way, WA 98003
Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, becky.chgpin@ci!yoffederalKay.com
cityoffederalway.com
Printed in the Federal Way Mirror July 11, 2014.
CIT
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8th Avenue South
Federal Way WA 98003-6325
253-835-7000; Fax 253-835-2609
www.ciivoffederalway.com
DECLARATION OF DISTRIBUTION
I, _ Kalon Thomas
laws of the State of Washington, that a:
ZI 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
hereby declare, under penalty of perjury of the
❑ 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 ❑ posted to or at each of the attached addresses on
J
2014.
Project Name Suneet Short Plat
File Number(s) 14-100397-00-SU & 14-100398-00-CN
Signature
Date
I
I:\Documents\Declaration of Distribution\Suneet Short Plat.doc
Posting Sites:
Federal Way City Hall - 33325 8th Avenue
Federal Way Regional Library - 34200 1 st Way South
Federal Way 320th Branch Library - 848 South 320th Street
Subject Site - 29803 20th Avenue South, Federal Way
I:\Documents\Declaration of Distribution\Suneet Short Plot.doc
RESUBMITTED' TMENT of COiMNIUNITV DEVELOPMENT SERVICES
33325 8`h Avenue South
f �•Y�- Federal Way, WA 98003-6325
CITY OF �- JUN 2 7 2014 253-835-2607; Fax 253-835-2609
Federal Way w:ww.ritvof'federalwa .corn
CITY OF FEDERAL WAY
CDS
RESUBM ITTAL INFORMATION
This completed form MUST accompany all resubmittals.
**Please note: Additional or revised plans or documents for an active project will not be accepted
unless accompanied by this completed form. Mailed resubmittals that do not include this form or that
do not contain the correct number of copies will be returned or discarded. You are encouraged to
submit all items in person and to contact the Permit Counter prior to submitting if you are not sure
about the number of copies required. **
ANY CHANGES TO DRAWINGS MUST BE CLOUDED.
Project Number: - � D 77 - 0-
Project Name:
Project Address- �. —`
Project Contact: I( 5 Ki Phone:
RESUBMITTED ITEMS:
# of Copies ""
Detailed Description of Item
** Always submit the same number of copies as required foryour initial application.**
Resubmittal Requested by: i Letter Dated: ems—/ � 'Q� / I +
to a er
OFFICE USE Oft
RESUB #.- Distribution Date.. tU7 By.
Dept/Div
Name
besceiption
Buildin
Planning
PW
Fire
Other
Bulletin #129 — January 1, 2011 Page 1 of 1 k:\Handouts\Resubmittal Information
2X
ENGINEERING',
January 24, 2014
Matthew Herrera
City of Federal Way
33325 8" Avenue South
Federal Way, WA 98003
2601 South 35`h Street, Suite 200
Tacoma, WA 98409
(253) 473-4494 Phone
(253) 473-0599 Fax
jr_CFj\/ED
JAN 2 4 n%
Cm OF �ZC)ERAL WAY
CDS
Reference: File 13-10425100-PC, Suneet Short Plat, 29830 20th Ave S, Federal Way
File #32464/2
Dear Mr. Herrera:
We are including this letter as part of our Short Plat submittal to explain why some elements of the checklist
are not provided. The site design has been modified since the Pre -application meeting. We are now
proposing direct lot access for each of the three lots. It was determined that some further discussion on how
to handle storm drainage as well as access spacing questions would be beneficial prior to completing
engineering/drainage plans and a TIR. This also ties into site grading and so the grading/tree retention plan is
not provided with this submittal. However, it is the intent of the applicant to comply with the City's tree
standards. An aerial has been provided which shows that the lot layout should allow for the existing 32" fir
tree to remain, which could account for 3 of the 19.5 required tree units on this 0.78 acre site. Please see
sheet 3 of the short plat for landscape areas, which appears to have sufficient area for the remaining tree
units. Once engineering and grading is ironed out, a landscape plan will be prepared by a landscape architect.
Please refer to the provided email string between Tres Kirkebo, Kevin Peterson, and Matt Herrera regarding
the ability to submit without the stated items.
Sincerely,/I
Tres Kirkebo
Principal
ENGINEERING,'
January 14, 2014
City of Federal Way
Parks Director
RE: Short Subdivision Request for Open Space Fee -In -Lieu
To Whom It May Concern:
2601 South 35t' Street, Suite 200
Tacoma, WA 98409
(253)473-4494 Phone
(253) 473-0599 Fax
RECF:rV��
Cam' Dfi �r6L3
CDsRA WAY
On behalf of the property owner and Applicant, Suneet Diwan, we are requesting open space fee -in -lieu per
FWRC 19.100.070 regarding open space requirements associated with the short subdivision development
permit.
The Applicant contends that a fee -in -lieu of an actual open space set aside is appropriate for the subject short
subdivision request for the following reasons:
1) The size of the subject development is small (approximately 30,000 square feet) which
means that the open space set aside would also be small (approximately 5,000 square feet)
and unable to provide significant city wide open space benefit.
2) The location of the open space set aside within this short subdivision is unlikely to meet city
wide comprehensive plan park requirements.
3) The quality of the open space set aside within this short subdivision is unlikely to meet the
city wide comprehensive plan park requirements.
For these reasons the Applicant requests that the Parks Director consider accepting an open space fee -in -lieu
for the proposed short subdivision.
Thank you very much for your consideration of this request.
Sincerely, _
I 2p13 j U
Tres Kirkebo
Project Manager
Agent for Applicant 3 3 ASS Sq
0 -eS
-;�- * I�e,0
' RECEIVED S06 Web date: 1110912012
L-9
King County Sewer Availability:
Department of Permitting BAN 4 201� King County Certificate of
and Environmental Review WAY Sewer Availability ERUISI
35030 SE Douglas Street, Suite 210 CM OP FEDERAL�
Snoqualmie, WA 98065-9266 NC-I,0
C>�5 206-296-6600 T1Y Relay: 711 For alternate formats, call 206-296-6600.
www.kingcounty.gov
This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting
and Environmental Review with information necessary to evaluate development proposals.
uo not write In tnls oox
Number
❑ Building Permit
✓ F] Short Subdivision
❑ Preliminary Plat or PUD
❑ Rezone or other:
Name
r Applicants name: so e E-F D I-wl\ N
Proposed use; • $f!o�VLU I)l ll t 5i Uy 3 Lc,—r S
✓ Location (attach map and legal description if necessary): R
.Lqi o 3 AUf: 5. ill DC��t_ W4`r, Gift 91-300'3
APO 4 3(� 71/9 r 0 T �i5
Sewer,�gency information:
✓ 1. ] a. Sewer servicecan be provided by side sewer connection only to an existing S I ric.t; i Dl AJ i , size sewer
S-1 TG feet from the site and the sewer system has the capacity to serve the proposed use.
OR -for 35 1 4-
❑ b. Sewer service will require an Improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and/or
❑ (2) The construction of a collection system on the site; and/or
❑ (3) Other (describe):
✓ 2. ® a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan.
OR
❑ b. The sewer system improvement will require a sewer comprehensive plan amendment.
✓ 3. R9 a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board
approval for extension of service outside the district or city.
OR
❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service.
t/ 4. Service is subject to the following:
a. Connection charge: iZ)
b. Easement(s): . , M-- O j t _U-P pR I V Ar -T
G. Other: `ii
* The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. *
I certify that the above sewer agency information is true. This certification shall be valid for one year from date of
signature. rr,,
LAKEHAVEN- UTILITY DISTRICT 13, t-- -- �
Agency name _ _ Signatory Ine
Title Signature r�/360; Date
SewerAvailabilltyFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1
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Sewer Main ......••
Sewer Manholes 0 0
'5
3674400130
Sewer Availability Map
3674400207
3874400205
3874400211
3674400206
3874400204 On -Site
3674400202 3674400200
S 298TH ST
t
3674400195
3574400192
387440Q185 3874400186
Development Engineering
7683800146
7683800144
7683800145
7683800140
7633800150
Co
5507600010
5507600020
39744001�80 3674300020 3674300010
1
-� - S 299TH PL 5507600030
+36743,00030Ir
NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information
shown. Facility locations and conditions are subject to field verification.
FILE
CITY OF CITY HALL
33325 8th Avenue South
1�kFederal Way Federal 7, WA 98003-6325
(253) 835-5-7000
www.cityoffederalway.com
February 19, 2014
Tres Kirkebo
Apex Engineering
2601 South 35'h Street, Suite 200
Tacoma, WA 98409
RE: File #14-100397-00-SU; INCOMPLETE APPLICATION
Suneet Short Plat, 29803 20th Avenue South, Federal Way
Dear Mr. Kirkebo:
The Community and Economic Development Department has reviewed your January 24, 2014, Short
Subdivision application. The project applicant proposes to subdivide one existing single-family
residential lot into three single-family lots with associated improvements. The city's comprehensive plan
and zoning designation of the affected parcel is Single -Family High -Density Residential and RS 7.2,
respectively. Pursuant to the city's subdivision code, staff is given 28 days to determine whether the short
subdivision application is complete.
NOTICE OF INCOMPLETE APPLICATION
The Development Review Committee (DRC), which includes members of city staff, representatives of
South King Fire & Rescue, and Lakehaven Utility District, have reviewed submitted materials and
deemed the Suneet Short Plat application incomplete due to missing items that were noted on the
submittal checklist and preapplication letter. Items needed for a complete application include: (1)
engineered drawings, (2) clearing and grading plan, and (3) tree preservation/retention plan.
INCOMPLETE ITEMS
1. Engineered Drawings — A preliminary engineered drawing, separate from the short plat drawing that
provides a graphic representation of the location, size, and design for the control of surface water
drainage and right-of-way improvements must be submitted. Detailed comments prepared by staff
regarding this item will be sent under a separate cover.
2. Preliminary Clearing and Grading Plan — The city's clearing and grading regulations require all
new subdivisions to submit plans detailing areas impacted by clearing and grading. The clearing and
grading plan should contain items (a) through (i) listed in FWRC 19.120.040(1).
3. Tree/Vegetation Retention Plan — The city's tree retention and replacement policy requires single-
family zoned parcels to maintain at least 25 tree units per acre. At 0.78 acres your site will require 20
tree units (25 x 0.78 = 19.5, minus any land area deducted for private streets). This can be met via
preserving onsite trees (preferably) and/or planting new trees. A tree unit is a credit assigned to
existing and replacement trees based on their size and species, respectively. The tree/vegetation
retention plan should contain items (a) through (e) listed in FWRC 19.120.040(2). Please provide a
tree retention/planting plan prepared by a registered landscape architect that identifies how the tree
canopy standards will be met.
Mr. Kirkebo
February 19, 2014
Page 2
PRELIMINARY TECHNICAL COMMENTS
Members from the DRC have provided preliminary technical comments while conducting completeness
review of the short subdivision application. The following technical items were discovered over the
course of the complete application review and are provided at this time as a courtesy. Further comments
will follow at a later date. If you have questions regarding any technical items, please contact the
appropriate staff representative.
Brian Asbury, Lakehaven Utility District, 253-946-5407, BAsburvAlakehaven.orgy
• Applicant has not completed and submitted to Lakehaven an application for Certificates of
Availability. However, applicant will simply need to complete any necessary water and/or sewer
facility construction and subsequently submit applications to Lakehaven for any necessary water
and/or sewer service connections.
• Technical Comment (sewer) — If sewer service for Lot 1 and/or 2 is proposed to existing sewer main
along the west side of proposed Lot 3, then private sewer easement(s) should be noted on the short
plat documents to be recorded.
• Technical Comment (water) — Lakehaven's preference would be to have all 3 water meters adjacent
to each other, and this would require some portion(s) of private water easement on the easterly
portion of some/all of the new lots as currently proposed.
CLOSING
Please submit six copies of required plans with the enclosed resubmittal form. The city will notify you
within 14 days of the application status following receipt of the completeness items. It is important to
note that the city cannot begin processing your formal application until completeness items are submitted.
Pursuant to FWRC 18.05.080, if an applicant fails to provide additional information to the city within 180
days of being notified that such information is requested, the application shall be deemed null and void
and the city shall have no duty to process, review, or issue any decisions with respect to such an
application.
Please note that additional technical comments will be provided subsequent to receipt of the requested
information. If you have any questions regarding this letter or your development project, please feel free
to contact me at 253-835-2641 or becky.chapin „ i
lyoffederalway.com.
Sincerely,
c
Becky "Chapin
Assistant Planner
enc: Resubmittal Form
R:. Kevin Peterson, Engineering Plans Reviewer
Erik Preston, Senior Traffic Engineer
Brian Asbury, Lakehaven Utility District
14-100397 Doc. I.D. 64965
re-c'J V iq-
6119 ji4
PRELEVIINARY STORM ANALYSIS
FOR
SUNEET SHORT PLAT
JUNE 19, '2014
PRELIMINARY STORM ANALYSIS
Prepared for:
Suneet Diwan
1900 South Puget Drive, Suite 203
Renton, Washington 98055
(206) 494-0401
Design Engineer:
FOR
SUNEET SHORT PLAT
Prepared by:
Apex Engineering PLLC
2601 South 35th, Suite 200
Tacoma, Washington 98409
(253) 473-4494
Apex Job #32464/0
June 19, 2014
Gabe L. Jellison, P.E.
"Pm
PROJECT OVERVIEW
The analysis included in this report summarizes the preliminary design of the stormwater
facilities as a part of the site improvements for a 3 lot short plat. Upon final building permit
submittal for each individual lot, the analyses shall be confirmed and revised as necessary.
The proposed project is located at 29803 - 20'h Avenue South within Section 4, Township 21
North, Range 4 East, W.M., City of Federal Way, King County, Washington. The site is
bordered on the western, northern, and southern sides by existing residential development, and
bordered on the eastern side by 20'' Avenue South.
The central portion of the site currently includes a single family residence and driveway which is
proposed to remain on Lot 2 of the short plat.
Per the NRCS website for Washington Soil Survey Data, the site soils are generally Alderwood
gravelly sandy loam (AgD) or Arents, Alderwood material (AmB). A geotechnieal report was
prepared for the site by GeoResources, LLC, dated January 9, 2014 and should be referenced for
detailed information. Refer to Appendix A for a copy of the geotechnical report.
Lot 1 is proposed to access 20'0' Avenue S. directly, and Lot 2 and Lot 3 will access 20I' Avenue
S. via a shared access driveway.
Drainage from the proposed improvements to Lot 1 and Lot 3 are preliminarily proposed to be
directed to onsite rain garden storm facilities. The existing single family residence and portions
of the existing driveway on Lot 2 is proposed to remain, with the garage being removed. The
preliminary analysis assumes that the entirety of the shared access driveway will drain to the Lot
3 rain garden. It should be noted that the use of pervious pavement for the shared
access/driveways could be utilized to potentially reduce the size of the rain gardens, and could be
further examined at the time of building permits. Refer to Appendix B for preliminary
calculations of the Lot 1 and Lot 3 rain gardens.
�Px
APPENDIX B
PRELIMINARY CALCULATIONS
Suneet Short Plat
Preliminary Storm Analysis
Assumed minimum square footage per lot = 4,000
(Per the 2009 King County Surface Water Design Manual (KCSWDM))
Assume Lot 2 has an existing house and driveway that remains with minimal new
impervious area other than the access road within an easement
Total assumed proposed impervious area (sf) = 2 lots x 4,000
= 8,000 < 10,000
Therefore per Section 1.1.2.1 of the KCSWDM, the project will utilize Small Project Drainage Review
Preliminary Rain Garden Sizinig:
Givenper Section C.2.5 of the KCSWDM:
Minimum Storage Required = 3 inches of runoff depth per impervious surface area
Maximum Side Slopes = 3:1
Maximum Storage Depth = 1 foot
Assume entirety of shared access driveway drains to the Lot 3 storm facility,
this area will not be included in the Lot 1 impervious area
Assume the Lot 1 impervious area (roof/driveway/walks) (sf) = 2,200
Lot 1 Storage Required (cf) = 2,200 sf x 0.25 ft = 550
Prelim. Lot 1 Rain Garden 1' D with bottom area of approx. 408 sf
Volume Provided (cf) = 564 (Per Autocad)�
Therefore should be adequate
Assume the Lot 3 impervious area (roof/driveway/walks) (sf) = 2,500
Assume the shared access driveway area (sf) = 3,590
Total assumed impervious area to Lot 3 facility (sf) = 6,090
(Note: The total assumed impervious area between Lot 1 and Lot 3 is 8,290 sf,
which is more than the min. per the KCSWDM, but less than 10,000 sf)
Lot 3 Storage Required (cf) = 6,090 sf x 0.25 ft = 1,523
Prelim. Lot 3 Rain Garden of 24.5' W x 53' L x 1' D
Volume Provided (cf) = 1,543✓
Therefore should be adequate
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Ph. 253-896-1011 5007 Pacific Hwy. E, Suite 16
Fx. 253-896-2633 Fife, Washington 98424
January 9, 2014
Suneet Diwan
1900 S Puget Dr Suite 203
Renton, WA 98055 RECEIVED
c/o Apex Engineering
2601 South 35th, Suite 200 JAN 2 4 2014
Tacoma, Washington 98409
(253) 473-4494 CITY OF FEDERAL WRY
CD5
Attn: Mr. Tres Kirkebo
Summary Geotechnical Report
Proposed Short Plat
29803 — 20'" Avenue South
Federal Way, Washington
PN: 367440-0195
Job: Suneet.20thAvS.GR
INTRODUCTION
This geotechnical report presents the results of our subsurface explorations for the
proposed short plat to be constructed at 29850 —18"' Avenue South in Federal Way,
Washington. The general location of the site is shown on the attached Site Location Map,
Figure 1.
Our understanding of the project is based on our discussions with you and
representatives of Apex Engineering, our review of the plans provided, our December 19,
2013 and January 9, 2014 site visits, and our experience in the area. We understand that you
propose to divide the existing residential lot into three new tax parcels. A new residence will
be constructed on each new lot. We anticipate that the proposed residences will consist of a
conventional wood -framed structure supported on shallow foundations.
SCOPE
The purpose of our services was to evaluate the surface and subsurface conditions at
the site as a basis for providing geotechnical recommendations and design criteria for the
proposed short plat. Specifically, our scope of services for the project included the following:
1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil,
groundwater and slope conditions.
2. Exploring the subsurface conditions across the site by excavating three hand auger
holes at selected locations across the site.
3. Addressing the appropriate geotechnical regulatory requirements for the proposed
site development.
4. Providing geotechnical recommendations for site grading including site preparation,
subgrade preparation, fill placement criteria, suitability of on -site soils for use as
structural fill, temporary and permanent cut and fill slopes, and drainage and erosion
control measures.
Suneet.20thAvS.GR
January 9, 2014
Page 2
5. Providing recommendations and design criteria for conventional foundation and floor
slab support, including allowable bearing capacity, subgrade modulus, lateral
resistance values and estimates of settlement.
& Providing recommendations and design criteria for the design of conventional
subgradelretaining walls, including hackfill and drainage requirements, lateral design
loads, and lateral resistance values.
7. Providing appropriate IBC seismic design parameters for the proposed structures.
SITE CONDITIONS
Surface Conditions
The subject parcel is located at 29803— 20"' Avenue South in Federal Way,
Washington. The parcel is rectangular in shape, measures approximately 90 feet wide (north
to south) by 180 feet deep (east to west) and encompasses approximately 0.7 acres. The site
is currently developed with an existing single family residence, driveway, and associated
utilities. The site is bounded by existing single family residential development on the north,
west and south and by 20"' Avenue South on the west.
The site is located on the Federal Way glacial upland area characterized by regional
striations. The ground surface on the eastern portion of the site and adjacent areas generally
slopes down to the west at inclinations of less that 5 percent. West of the existing residence,
the ground surface steepens to 12 percent. At the west property line, a localized slope has
inclinations of 50 percent with 5 to 15 feet of relief. The toe of this slopes decreases to less
than 10 percent across the existing residential development. A site plan with topography is
included as Figure 2.
f landscape grass and shrubs with scattered
Vegetation consists of localized areas o
trees. The west slope appeared stable and well vegetated at the time of our site visit. No
surface water or seepage was observed at the time of our site visit. No evidence of erosion,
soil movement, landslide activity or deep-seated slope instability was observed at the site or
the adjacent areas at the time of our site visit.
Site Soils
The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King
County maps the soils in the area of the site as Arents, Alderwood material (AmB) and
Alderwood gravelly sandy loam (AgD), The Alderwood soils are derived from glacial till that
form on 0 to 5 or 15 to 30 percent slopes and are listed as having a "slight" or "moderate to
severe" erosion hazard, depending on inclination. A copy of the SCS map for the site vicinity
is attached as Figure 3.
Site Geology
The Geological Map of the Poverty Bay 7.5 minute Quadrangle, Washington by Booth,
Waldron, and Troost (2003) indicates the site is underlain by glacial till (Qvt). These glacial
soils were deposited during the most recent Vashon Stade of the Fraser Glaciation,
approximately 12,000 to 15,000 years ago. The glacial till consists of a heterogeneous
mixture of clay, silt, sand, and gravel that was deposited at the base of the prehistoric
continental glacial ice mass and was subsequently over -ridden. The glacial till is considered
overconsolidated and exhibits high strength and low compressibility characteristics. The near
surface soils at the site have been disturbed by natural weathering processes that have
occurred since their deposition. An excerpt of the referenced map is included as Figure 4.
Suneet.20thAvS.GR
January 9, 2014
Page 3
Subsurface Explorations
On January 9, 2013 we explored subsurface conditions at the site by excavating three
hand auger holes. We also reviewed test pit logs that were previously excavated southwest of
the subject site. The hand auger holes were located in the field by our representative by
pacing from existing site features such as property corners and adjacent roadways. The
approximate location of the hand auger holes are indicated on the attached Site Plan as
Figure 2.
An engineering technician from our office excavated the hand auger holes, created
logs of the subsurface conditions encountered in each hand auger hole, obtained
representative soil samples, and observed pertinent site features. Representative soil
samples obtained from the hand auger holes were placed its sealed plastic bags and taken to
our laboratory for further examination and testing, as deemed appropriate.
Subsurface Conditions
Our hand auger holes encountered variable subsurface conditions that somewhat
confirmed the mapped stratigraphy. The stratigraphy across the site as observed in our hand
auger holes consisted of'/ to 1'/2 feet of topsoil overlying loose silty sand with varying amounts
of gravel. Theses soils represent weathered glacial till. At depths of V/2 to 3 feet, we observed
cemented dense to very dense silty sand. We interpret these soils to be glacial till. The sails
encountered were visually classified in accordance with the Unified Soil Classification System
(USCS) described on Figure 5. The hand auger logs are included as Figure 6.
Groundwater Conditions
No groundwater seepage was observed in the hand auger holes at the time of
excavation. However, evidence of mottling was observed below depths of 1'/2 to 2 feet below
the ground surface. The mottling typically represents a seasonal perched groundwater table.
Perched groundwater typically develops when the vertical infiltration of precipitation through a
more permeable soil is slowed at depth by a deeper, less permeable soil type. We expect that
perched groundwater may develop seasonally atop the deeper and denser glacial till at the
site. Based on the observed mottling and nature of the near surface soils, we anticipate
fluctuations in the local groundwater levels will occur in response to precipitation patterns,
off -site construction activities, and site utilization.
GEOLOGIC HAZARDS
The Federal Way City Code states "geologically hazardous areas shall mean areas
that, because of their susceptibility to erosion, iandsliding, seismic or other geological events,
are not suited to siting commercial, residential or industrial development consistent with public
health or safety concerns."
Erosion Hazard Areas
The City of Federal Way code Section 18-28 defines erosion hazard areas as those
areas having a "severe" or "very severe" erosion hazard due to natural agents such as wind,
rain, splash, frost action or stream flow.
Landslide Hazard Areas per City of Federal Way Chapter 18-28
The Federal Way City Code Chapter 18 section 28 defines landslide hazard areas as
those areas potentially subject to episodic downslope movement of a mass of soil or rock
including but not limited to the following areas:
a. Any area with a combination of:
1. Slopes greater than 15 percent;
Suneet.20thAvS.GR
January 9, 2014
Page 4
2. Permeable sediment overlying a relatively impermeable sediment or
bedrock;
3. Springs or groundwater seeps.
b. Any area which has shown movement during the Holocene epoch, from 10,000
years ago to the present, or which is underlain by mass wastage debris of that
epoch.
C. Areas potentially unstable as a result of rapid stream incision, stream bank erosion,
and undercutting by wave action.
d. Areas located in a canyon or on an active alluvial fan, presently or potentially
subject to inundation by debris flows or catastrophic flooding.
e. Areas that have a "severe" limitation for building site development because of slope
conditions, according to the USDA SCS.
f. Those areas mapped as Class U (Unstable), Uos (Unstable old slides), and Urs
(unstable recent slides) by the Department of Ecology.
g. Slopes having a gradient steeper than 80 percent subject to rock fall during seismic
shaking.
Steep Slope Hazard
The Federal Way City Code Section 18-28 defines steep slope hazard areas as "those
areas with a slope of 40 percent or greater and with a vertical relief of 10 or more feet, a
vertical rise of 10 feet or more for every 25 feet of horizontal distance. A slope is delineated by
established its toe and top and measured by averaging the inclination over at least 10 feet of
vertical relief."
Seismic Hazards
The City of Federal Way Municipal Code, Chapter 18-28 defines seismic hazard areas
as "those areas subject to severe risk of earthquake damage as a result of seismically
induced ground shaking, slope failure, settlement or soil liquefaction, or surface faulting.
These conditions occur in areas underlain by cohesionless soils of low density usually in
association with a shallow groundwater table."
CONCLUSIONS
Based on our site observations and data review, subsurface explorations and our
engineering analysis, it is our opinion that the proposed short plat is feasible from a
geotechnical standpoint. It is also our opinion that a landslide, erosion, or seismic hazard
area does not exist on the site.
The new structures may be supported on new conventional spread footings or floor
slabs bearing on competent native soils or on structural fill placed above these native soils.
The native soils at the site contain a relatively high percentage of fines (silt and clay -size
particles), which makes them moisture sensitive. These soils will be difficult (to impossible if
wet) to compact as structural fill in wet weather conditions. We understand that grading at the
site will consist of excavating the footings for the proposed structures and utilities. if grading
activities take place during the winter season, the owner should be prepared to import free -
draining granular material for use as structural fill and backfill.
The glacial till soils are prone to a seasonal perched groundwater table (as indicated
by mottling) and have a low permeability (infiltration rate). Stormwater infiltration on the site
may be feasible within the upper foot of surficial weathered soils, however at this shallow
depth it will likely not be feasible to maintain the required separation from seasonal
groundwater or induratelcemented soil layer such as the glacial till. Additionally, these soils
have a high silt content and will be sensitive to any fines contaminants that will reduce the
Suneet.20thAvS.GR
January 9, 2014
Page 5
overall infiltration rate with time. System maintenance will be critical. Infiltration is not feasible
in the deeper native silty glacial till soils.
Pertinent geotechnical recommendations and design criteria are included in Appendix
"A". Proper surface drainage and erosion control measures will reduce the risk for future
erosion and slope instability at the site. Provided the recommendations contained herein are
included in the project plans; the proposed development should have minimal impacts to the
site and adjacent properties.
Erosion
The City of Federal Way municipal code Section 18-28 defines erosion hazard areas
as those areas having a "severe" or "very severe" erosion hazard due to natural agents such
as wind, rain, splash, frost action or stream flow.
The USDA NRCS maps the eastern portion of the site soils as Arents soils having a
"slight" and Alderwood soils having"moderate to severe" erodibility due to rainfall when
exposed, which do not meet the "severe" designation required by the ordinance. Therefore, no
erosion hazard occurs on the project site.
Landslide Hazard Areas per City of Federal Way Chapter 18-28
From the above listed indicators, we offer the following comments. No evidence of
active landslide activity was observed at the site at the time of our site visit. A slope steeper
than 15 percent was observed onto western property line but no seeps or springs were
observed on the slopes and no adverse or intersecting contacts are mapped in the vicinity of
the site. No other landslide hazard criteria were observed on or abutting the site at the time of
our site visit.
Based on our observations and literature review, the site does not have any of the
above landslide hazard indicators on or within the immediate vicinity of the site. In our opinion,
the site does not constitute an active landslide hazard area. Therefore, no prescriptive buffer
should be imposed by the City of Federal Way.
Seismic Hazard
The Federal Way City Code, Chapter 18-28 defines seismic hazard areas as those
areas subject to severe risk of earthquake damage as a result of seismically induced ground
shaking, slope failure, settlement or soil liquefaction, or surface faulting. These conditions
occur in areas underlain by cohesionless soils of low density usually in association with a
shallow groundwater table.
Based on our observation and the subsurface units mapped at the site, we interpret
the structural site conditions to correspond to a seismic Site Class "C" in accordance with
2012 IBC (International Building Code) documents and ASCE 7-Chapter 20 Table 20.3-1.
This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts
for the soil types observed in the site area. These conditions were assumed to be
representative for the conditions based on our experience in the vicinity of the site. These
soils are not prone to liquefaction and do not constitute a seismic hazard area.
Liquefaction is a phenomenon where there is a reduction or complete loss of soil
strength due to an increase in pore water pressure. The increase in pore water pressure is
induced by seismic vibrations. Liquefaction mainly affects geologically recent deposits of
loose, fine-grained sands that are below the groundwater table. Based on the density and
consolidated nature of the glacial soils observed on the site, it is our opinion that the risk for
liquefaction to occur at this site during an earthquake is negligible. Provided the design criteria
listed below are followed, the proposed structure will have no greater seismic risk damage
than other appropriately designed structures in the Puget Sound area.
Suneet.20thAvS.GR
January 9, 2014
Page 6
Steep Slope Hazard
The steep slope located on the southern portion of the western property line has 10 to
15 feet in vertical height and would meet the technical definition of a steep slope hazard area.
However, a building setback from this slope would be 4 to 5 feet in accordance with the
International Building Code. We anticipate side or rear yard setbacks will be greater than the
required IBC setback distance.
Erosion Control
Weathering, erosion and the resulting surficial sloughing and shallow land sliding are
natural processes that affect steep slope areas. As noted, no evidence of surficial raveling or
sloughing was observed at the site. To manage and reduce the potential for these natural
processes, we recommend the following:
No drainage of concentrated surface water or significant sheet flow onto or near the
steep slope area.
No fill should be placed on slopes greater than 25 percent unless placed as engineered
and compacted fill.
Grading should be limited to providing surface grades that promote surface flows away
from the top of slope to an appropriate discharge location beyond the toe of the slope.
Erosion protection measures will need to be in place prior to grading activity on the
site. Erosion hazards can be mitigated by applying Best management Practices (BMP's)
outlined in the Washington State Department of Ecology's (DOE) Stormwater Management
Manual for Western Washington.
Site Drainage
All ground surfaces, pavements and sidewalks at the site should be sloped away from
residences. The site should also be carefully graded to ensure positive drainage away from all
structures and property lines. Surface water runoff from the roof area, driveways, perimeter
footing drains, and wall drains, should be collected, tightlined, and conveyed to an appropriate
discharge point.
We recommend that footing drains are installed for the residence, and basement walls (if
utilized) have a wall drain as describe above. The roof drain should not be connected to the
footing drain.
Stormwater Infiltration
Based on our site observations, subsurface explorations and laboratory analysis;
portions of the site have the ability to infiltrate a limited amount of collected storm water runoff,
provided the design is appropriate. We have reviewed the King County Surface Water Design
Manual (2009) (KCSWDM) Chapter 5. The upper, shallow weathered soils relate to a sandy
loam or loam soils. These soils may be suitable to support porous pavement or an infiltration
gallery with an infiltration rate of 0.5 inches per hour. An appropriate factor of safety should be
applied to this value. A minimum factor of safety of 2 is usually applied to surface grade
stornwater systems. A higher factor of safety should be considered for a below grade
star nwater system as determined by the civil engineer. We recommend that we observe the
excavation of the infiltration system to verify that suitable soils have been exposed. We also
recommend that an insitu infiltration test be performed in accordance with the KCSWDM prior to
final design of the stormwater system.
Appropriate design, construction and maintenance measures are required to ensure the
infiltration rate can be effectively maintained over time. It should be noted that special care is
required during the grading and construction periods to avoid fine sediment contamination of the
Suneet.20thAVS.GR
January 9, 2014
Page 7
infiltration system. This may be accomplished by using an alternative storm water management
location during construction or leaving the bottom of the systems 1 to 2 feet high, and
subsequently excavating to the finished grade once the driveways are paved and landscaping is
installed. All contractors working on the site (builders and subcontractors) should be advised to
avoid "dirty" stormwater flawing to the site's stormwater system during construction and
landscaping of the residences. No concrete trucks should be washed or cleaned on -site.
Suspended solids could clog the underlying soil and reduce the infiltration rate for the
pond. To reduce potential clogging of the infiltration systems, the infiltration system should not
be connected to the stormwater runoff system until after construction is complete and the site
area is landscaped, paved or otherwise protected. Temporary systems may be utilized through
construction. Periodic sweeping of the paved areas will help extend the life of the infiltration
system.
LIMITATIONS
We have prepared this report for the owners and members of the design team
regarding the Suneet Short Plat 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 for their
bidding or estimating purposes only. Our report, conclusions and interpretations are based on
data from others and limited site reconnaissance, and should not be construed as a warranty of
the subsurface conditions.
Variations in subsurface conditions are possible between the explorations and may also
occur with time. A contingency for unanticipated conditions should be included in the budget
and schedule. Sufficient monitoring, testing and consultation should be provided by our firm
during construction to Confirm that the conditions encountered are consistent with those
indicated by the explorations, to provide recommendations for design changes should the
conditions revealed during the work differ from those anticipated, and to evaluate whether
earthwork and foundation installation activities comply with contract plans and specifications.
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 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.
0 * Q
Suneet.20thAvS.GR
January 9, 2014
Page 8
We have appreciated working for you on this project. Please do not hesitate to call at
your earliest convenience if you have questions or comments.
Respectfully submitted,
GeoResources, LLC
91T, I ! EIrITCi7 iRr +ILI;I-I
Brad P. Biggerstaff, LEG Dana C. Biggerstaff, PE
Principal Senior Engineer
BPB:DCB/rmp
Doc ID: Suneet.20thAVS.GR
Attachments: Figure 1: Vicinity Map
Figure 2: Site Plan
Figure 3: SCS Soil Survey
Figure 4: USGS Geology Map
Figure 5: Unified Soil Classification System
Figure 6: Hand Auger logs
Appendix "A" Design Recommendations
Suneet.20thAvS.GR
January9, 2014
Page 9
APPENDIX "A"
EARTHWORK RECOMMENDATIONS
Site Preparation and Grading
All areas of the site to be graded should be stripped of all vegetatian, organic surface
soils, and other deleterious materials including existing structures, foundations or abandoned
utility lines. Organic topsoil will not be suitable for use as structural fill, but may be used for
limited depths in non-structural areas. Stripping depths ranging from 4 to 18 inches should be
expected to remove these unsuitable soils. Areas of thicker topsoil or organic debris may be
encountered in areas of heavy vegetation (such as around the existing trees that will be
removed) or depressions.
Where placement of fill material is required, the strippedlexposed subgrade areas
should be compacted to a firm and unyielding surface prior to placement of fill. Excavations
for debris removal should be backfilled with structural fill compacted to the densities described
in the "Structural Fill" section of this report.
We recommend that a member of our staff evaluate the exposed subgrade conditions
after removal of vegetation and topsoil stripping is completed and prior to placement of
structural fill. The exposed subgrade soil should be proof -rolled with heavy rubber -tired
equipment during dry weather or probed with a 112-inch-diameter steel rod during wet weather
conditions.
Soft, loose or otherwise unsuitable areas delineated during proof -rolling or probing
should be recompacted, if practical, or over -excavated and replaced with structural fill. The
depth and extent of over excavation should be evaluated by our field representative at the time
of construction. The areas of old fill material should be evaluated during grading operations to
determine if they need mitigation; recompaction or removal.
Structural Fill
All material placed as fill associated with mass grading, as utility trench backfill, under
building areas, or under roadways should be placed as structural fill. The structural fill should
be placed in horizontal lifts of appropriate thickness to allow adequate and uniform
compaction of each lift. Fill should be compacted to at least 95 percent of MDD (maximum
dry density as determined in accordance with ASTM ❑-1557).
The appropriate lift thickness will depend on the fill characteristics and compaction
equipment used. We recommend that the appropriate lift thickness be evaluated by our field
representative during construction. We recommend that our representative be present during
site grading activities to observe the work and perform field density tests.
The suitability of material for use as structural fill will depend on the gradation and
moisture content of the soil. As the amount of fines (material passing US No. 200 sieve)
increases, soil becomes increasingly sensitive to small changes in moisture content and
adequate compaction becomes more difficult to achieve. During wet weather, we recommend
use of well -graded sand and gravel with less than 5 percent (by weight) passing the US
No. 200 sieve based on that fraction passing the 314-inch sieve, such as Gravel Backfill for
Walls (9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation
installation phase of construction, higher fines content (up to 10 to 12 percent) will be
acceptable.
Material placed for structural fill should be free of debris, organic matter, trash and
cobbles greater than 6-inches in diameter. The moisture content of the fill material should be
adjusted as necessary for proper compaction.
Suneet.20thAvS.GR
January 9, 2014
Page 10
Suitability of On -Site Materials as Fill
During dry weather construction, non -organic on -site soil may be considered for use as
structural fill; provided it meets the criteria described above in the "Structural Fill" section and
can be compacted as recommended. If the soil material is over -optimum in moisture content
when excavated, it will be necessary to aerate or dry the soil prior to placement as structural
fill. We generally did not observe the site soils to be excessively moist at the time of our
subsurface exploration program.
The native weathered and glacial till soils in the site generally consisted of silty sand
with gravel. These soils are generally comparable to "common borrow" material and will be
suitable for use as structural fill provided the moisture content is maintained within 3 percent
of the optimum moisture level. However, the high fines content makes these soils moisture
sensitive. These soils will be difficult to adequately compact during extended periods of wet
weather or where seepage occurs.
We recommend that completed graded -areas be restricted from traffic or protected
prior to wet weather conditions. The graded areas may be protected by paving, placing
asphalt -treated base, a layer of free -draining material such as pit run sand and gravel or clean
crushed rock material containing less than 5 percent fines, or some combination of the above.
Temporary Excavations
All job site safety issues and precautions are the responsibility of the contractor
providing services/work. The following cut/fill slope guidelines are provided for planning
purposes only. Temporary cut slopes will likely be necessary during grading operations or
utility installation.
All excavations at the site associated with confined spaces, such as utility trenches
and retaining walls, must be completed in accordance with local, state, or federal
requirements. Based on current Washington Industrial Safety and Health Act (WISHA, WAC
296-155-66401) regulations, the shallow upper soils on the site would be classified as Type C
soils. The cemented silty sand soils would be classified as Type A soils.
According to WISHA, for temporary excavations of less than 20 feet in depth, the side
slopes in Type A soils should be laid back at a slope inclination of %H:1V (Horizontal: Vertical)
and Type C soils should be laid back at a slope inclination of 1.5H:1 V or flatter from the toe to
the crest of the slope. It should be recognized that slopes of this nature do ravel and require
occasional maintenance. All exposed slope faces should be covered with a durable
reinforced plastic membrane, jute matting, or other erosion control mats during construction to
prevent slope raveling and rutting during periods of precipitation. These guidelines assume
that all surface loads are kept at a minimum distance of at least one half the depth of the cut
away from the top of the slope and that significant seepage is not present on the slope face.
Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if
construction materials will be stockpiled along the slope crest.
Where it is not feasible to slope the sitE! soils back at these inclinations, a retaining
structure should be considered. Where retaining structures are greater than 4-feet in height
(bottom of footing to top of structure) or have slopes of greater than 15 percent above them,
they should be engineered.
This information is provided solely for the benefit of the owner and other design
consultants, and should not be construed to imply that GeoResources assumes responsibility
for job site safety. It is understood that job site; safety is the sole responsibility of the project
contractor.
Suneet.20thAvS.GR
January 9, 2014
Page 11
DESIGN CRITERIA
Foundaton Support
Based on the subsurface soil conditions encountered across the site, we recommend
that spread footings for the residences be founded on dense native weathered glacial till soils
or on structural fill that extends to suitable native soils. The soil at the base of the footing
excavations should be disturbed as little as possible. All loose, soft or unsuitable material
should be removed or recompacted, as appropriate. A representative from our firm should
observe the foundation excavations to determine if suitable bearing surfaces have been
prepared, particularly in the areas where the foundation will be situated on fill material.
We recommend a minimum width of 2 feet for isolated footings and at least 15 inches
for continuous wall footings. All footing elements should be embedded at least 18 inches
below grade for frost protection. Footings founded as described above can be designed using
an allowable soil bearing capacity of 2,000 psf (pounds per square foot) for combined dead
and long-term live loads. The weight of the footing and overlying backfill may be neglected.
The allowable bearing value may be increased by one-third for transient loads such as those
induced by seismic events or wind loads.
Lateral loads may be resisted by friction on the base of footings and floor slabs and as
passive pressure on the sides of footings. We recommend that an allowable coefficient of
friction of 0.35 be used to calculate friction between the concrete and the native glacial soils.
Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf
(pounds per cubic foot). Factors of safety have been applied to these values.
We estimate that settlements of footings designed and constructed as recommended
will be less than 1 inch, for the anticipated load conditions, with differential settlements
between comparably loaded footings of 112 inch or less. Most of the settlements should occur
essentially as loads are being applied. However, disturbance of the foundation subgrade
during construction could result in larger settlements than predicted.
Subgrade/Basement Walls
Based on existing topography, we anticipate the proposed stormwater pond may
include retaining walls. The lateral pressures acting on subgrade and retaining walls will
depend upon the nature and density of the soil behind the wall. It is also dependent upon the
presence or absence of hydrostatic pressure. If the walls are backfilled with granular well -
drained soil, the design active pressure may be taken as 35 pcf (equivalent fluid density).
This design value assumes a level backslope and drained conditions as described below.
Positive drainage which controls the development of hydrostatic pressure can be
accomplished by placing a zone of coarse sand and gravel behind the walls. The granular
drainage material should contain less than 5 percent fines. The drainage zone should extend
horizontally at least 18 inches from the back of the wall. The drainage zone should also
extend from the base of the wall to within 1 foot of the top of the wall. The drainage zone
should be compacted to approximately 90 percent of the MDD. Over -compaction should be
avoided as this can lead to excessive lateral pressures.
A perforated or slotted PVC pipe with a minimum diameter of 4 inches should be
placed in the drainage zone along the base of the wall to direct accumulated water to an
appropriate discharge location. We recommend that a nonwoven geotextiie filter fabric be
placed between the drainage material and the remaining wall backfill to reduce silt migration
into the drainage zone. The infiltration of silt into the drainage zone can, with time, reduce the
permeability of the granular material. The filter fabric should be placed such that it fully
separates the drainage material and the backfill, and should be extended over the top of the
drainage zone.
Lateral loads may be resisted by friction on the base of footings and as passive
pressure on the sides of footings and the buried portion of the wall, as described in the
Suneet.20thAvS.GR
January 9, 2014
Page 12
"Foundation Support" section. We recommend that an allowable coefficient of friction of
0.35 be used to calculate friction between the concrete and the underlying soil. Passive
pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds
per cubic foot). Factors of safety have been applied to these values.
Floor Slab Support
Slab -on -grade floors, where constructed, should be supported on the medium dense
native soils or on structural fill prepared as described above. Areas of old fill material should
be evaluated during grading activity for suitability of structural support. Areas of significant
organic debris should be removed.
We recommend that floor slabs be directly underlain by a minimum 6-inch thickness
capillary break material such as pea gravel, or clean crushed rock containing less than 3
percent fines. The capillary break material should be placed in one lift and compacted to an
unyielding condition.
A synthetic vapor retarder is recommended to control moisture migration through the
slabs. This is of particular importance where the foundation elements are underlain by the
silty till, or where moisture migration through the slab is an issue, such as where adhesives
are used to anchor carpet or tile to the slab.
A subgrade modulus of 300 kcf (kips per cubic foot) may be used for floor slab design.
We estimate that settlement of the floor slabs designed and constructed as recommended, will
be 1/2 inch or less over a span of 50 feet.
Pavement Subgrade
Pavement subgrade areas should be prepared as previously described in the "Site
Preparation" section of this report. The prepared subgrade should be evaluated by proof -
rolling with a fully -loaded dump truck or equivalent point load equipment. Soft, loose or wet
areas that are disclosed should be recompacted or removed and replaced with structural fill,
as appropriate. Over -excavated areas should be backfilled with compacted structural fill and
sub -base material.
Porous Pavement Subgrade
If porous pavement is included in the proposed development, the above listed section
regarding pavement subgrade will not apply. Compaction of the porous subgrade areas
should be minimal and not exceed 90 percent of the MDD. Adequate footing drains will need
to be installed in areas where the porous pavement areas abut the proposed building. Proper
treatment of the stormwater should be accounted for in the design. Assessing the treatment
capacity of the native soils was not in our scope.
END OF APPENDIX "A"
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GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
Approximate Site Location
Site Vicinity Map
Proposed Short Plat
29803 — 20th Avenue South
Federal Way, Washington
Not to Scale
DocID: Suneet.20thAVS.F I January 2014
Figure 1
I
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GeoResourees, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Ph: 253-896-1011
Fax: 253-896-2633
09
i
Site & Exploration plan
Proposed Short Plat
29803 — 20th Avenue South
Federal Way, Washington
DocID: Suneet.20thAVS.F I January 2014 1 Figure 2
a �a
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Approximate Site Location
An excerpt from the draft Geologic Map of the Gig Harbor 7.5-minute Quadrangle, Washington,
by K.G., Booth, D.B., and Wells, R.E.
Not to Scale
USGS Geologic Map
Proposed Short Plat
29803 — 20`h Avenue South
Federal Way, Washington
014
DocID: Suneet.20thAvS.F January 2
COARSE
GRAINED
SOILS
More than 50%
Retained on
No. 200 Sieve
FINE
GRAINED
SOILS
More than 50%
Passes
No. 200 Sieve
SUL CLASSIFICATION SYSI'r-NI
GROUP T GROUP NAME
MAJOR DIVISIONS
SYMBOL
FVWELL-GRADED GRAVEL, FINE TO COARSE
RAVEL
GRAVEL CLEAN
GRAVEL
GW
GP
POORLY -GRADED GRAVEL
More than 50%
Of Coarse Fraction GRAVEL
Retained on WITH FINES
No. 4 Sieve
GM
SILTY GRAVEL
CLAYEY GRAVEL
GC
SAND CLEAN SAND
SW
WELL -GRADED SAND, FINE TO COARSE SAND
SIP
POORLY -GRADED SAND
More than 50%
Of Coarse Fraction SAND
SM
SILTY SAND
Passes WITH FINES
No. 4 Sieve
SC
CLAYEY SAND
ML
SILT
SILT AND CLAY INORGANIC
CL
CLAY
Liquid Limit
Less than 50 ORGANIC
OL
ORGANIC SILT, ORGANIC CLAY
SILT AND CLAY INORGANIC
MH
SILT OF HIGH PLASTICITY, ELASTIC SILT
CH
CLAY OF HIGH PLASTICITY, FAT CLAY
Liquid Limit
50 or more ORGANIC
OH
ORGANIC CLAY, ORGANIC SILT
HIGHLY ORGANIC SOILS
PT
PEAT
NOTES:
1 Field classification is based on visual examination of soil
in general accordance with ASTM D2488-90.
2. Soil classification using laboratory tests is based on
ASTM D2487-90.
3. Description of soil density or consistency are based on
interpretation of blow count data, visual appearance of
soils, and or test data.
T
GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
SOIL MOISTURE MODIFIERS:
Dry- Absence of moisture, dry to the touch
Moist- Damp, but no visible water
Wet- Visible free water or saturated, usually soil is
obtained from below water table
Soil Classification System
Proposes] Short Plat
29803 — 20"' Avenue South
Federal Way, Washington
DocID: Suneet.20thAvS.F
January 2014 1 Figure 5
Hand Auger Logs HA-1
Location: East portion of site
Depth (_feet) Soil Type Soil Description
0 1 SM Brown silty SAND with gravel (loose, moist)
1 - 2 SM Light brown mottled silty sand with gravel, cobbles (loose to medium dense, moist)
2 - 3 SM Tan sandy SILT with gravel (medium stiff, moist to wet) (Weathered Glacial Till)
3 - + _ (very dense)
Terminated at 3 feet below ground surface at refusal.
Minor caving observed in upper 2 feet.
No groundwater seepage observed. Mottling observed from 1-2 feet below the ground
surface.
Hand Auger Logs HA-2
Location: south portion of site
Depth (feet) Soilape_ pe Soil Description
0 - 1%2 SM Brown silty SAND with gravel (loose, moist)
1'/2 + (very dense) (Glacial Till?)
Depth (feet) Soil Type
0 _ 1 SM
1 - 2 SM
9 - +
:TB
Terminated at 1'/ feet below ground surface at refusal.
No caving observed.
No groundwater seepage observed. Indurate at 1 '/2 feet below the ground surface -
Hand Auger Logs HA-3
Location: south side of existing residence
Soil Description —
Brown silty fine sand with gravel (loose, moist)
Light brown mottled silty sand with gravel, cobbles (loose to medium dense, moist)
(dense) (Glacial Till?)
Terminated at 2 feet below ground surface at refusal.
Minor caving observed in upper two feet.
No groundwater seepage observed. Mottling observed from 1 to 2 feet below the ground
surface.
GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
Excavated on: January 9, 2014
Hand Auger Logs
Proposed Short Plat
29803 — 20t" Avenue South
Federal Way, Washington
DocID: Suneet.20thAVS.F January 2014 Figure 6
Gonventiona� Foofl nej
Slopes Greater
Than 30 Percent Y
Slopes Greater
Than 30 Percent
Setback Distance
��ofln �]GteI31S[on
Setback Distance
GeoResources, LLC
5007 Pacific Highway East, Suite 16
Fife, Washington 98424
Phone: 253-896-1011
Fax: 253-896-2633
Residential
Structure
Foundation
Element
Residential
Structure
Footing
Extension
Foundation
Element
Structural Setback
Proposed Short Plat
29803 — 20t" Avenue South
Federal Way, Washington
DocID: Suneet.20thAvS.F January 2014
Not to scale
Figure 7
Particle Size Distribution Report
a)
f--
a)
0
a)
L
a
a)
E
0
0
a)
0
0
a)
a)
U
X
a)
a)
0
a)
a)
a)
a)
F-
W
z
LL
I—
z
W
U
fy
W
n
f
GRAIN SIZE - mm.
% Gravel % Sand %Fines
+3" Coarse i�,-F Medium Fine Silt
87
SIEVE
SIZE
PERCENT
FINER
SPEC.' 7
PERCENT
PASS?
(X=NO)
TO
100
3/4
87
1/2
70
3/8
62
#4
49
#10
39
#16
36
#20
34
#30
32
#40
30
#60
26
#100
21
#200
17
(no specification provioea)
Location: HA-1
Sample Number: 090751 Depth: 2'-3'
GeoResources, LLC
Fife, WA --
Soil Descri Lion
Grey/Brown
Silty Sand with Gravel
Natural Moisture = 13.55%
Atterberg Limits
P L=
LL= P 1=
Coefficients
D90=
1)85= D60=
D50=
D30= D15=
D10=
Cu= Cc
Classification
USCS=
AASHTO=
Remarks
Client: Diwan, Suneet
Project: Suneet Residence
Praiect No: Suneet.20thAve
Date: 1/13/2014
Tested By: _Timothy BergStE'O
Checked By: Dana 3iggerstaff
LY
W
Z
F-
Z
W
U
W
W
11
1
Particle Size Distribution Report
e o 2
% Gravel
%+3" CoarseE%�
Coarse
0 1512
SIEVE
SIZE
PERCENT
FINER
SPEC*
PERCENT
PASS?
(X=NO)
1.5
100
1.25
86
1.0
86
3/4
85
1/2
74
3/8
70
#4
58
#10
46
#16
42
#20
40
#30
37
#40
35
#60
29
#100
25
#200
20
(no specification provi(lea)
Location: HA-2
Sample Number: 090752 Depth: 0'-1'
GeoResources, LLC 11
Fife, WA
�I IN DILL. - IIIl I`
%Sand %Fines
Medium �15
Silt
11 20
Soil Descri tion
Dark Brown/Reddish Brown Mixed Silty Sand with Gravel
Natural Moisture = 16.15%
Atterberct Limits
PL= LL= Pl=
Coeff icients
D90= 33.3928 D$5= 19.8227 D60= 5.2473
D50= 2.6819 D30= 0.2634 D15=
D10= Cu= Cc=
Classification
USCS= AASHTO=
Client: Diwan, Suneet
Project: Suneet Residence
Project No: Suneet 20thAve
Remarks
Date: 1/13/2014
Tested By: Timoth Ber strom
Checked By: Dana Biygerstaff
32464 lot closures
Project: 32464 RECeIVED Tue 3anuary 21 10:04:01 2014
Parcel Map Check
--------------------- ---------------
J4JI 1 4-ZQ�---------------------------
Parcel name: OVERALL
North: 125711.8868
Line Course: N 90-00-00 w
North: 125711.8868
Line Course: S 06-13-22 w
North: 125621.9091
Line Course: S 90-00-00 E
North: 125621.9091
Line Course: N 00-26-50 w
North: 125711.8863
CIT'i OF FEDERAL WAY
CDS
East : 1274734.3635
Length: 372.113
East 1274362.2505
Length: 90.511
East 1274352.4396
Length: 382.627
East 1274735.0666
Length: 89.980
East 1274734.3643
Perimeter: 935.230 Area: 33,954.71 sq. ft. 0.78 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0009 Course: S 59-50-54 E
Error North:-0.00045 East : 0.00077
Precision 1: 1,039,145.556
Parcel name: 1
North: 125711.8868
Line Course: N 90-00-00 w
North: 125711.8868
Line Course: S 00-26-50 E
North: 125651.9096
Line Course: s 90-00-00 E
North: 125651.9096
Line Course: N 00-26-50 w
North: 125711.8868
East : 1274734.3635
Length: 120.110
East : 1274614.2535
Length: 59.979
East : 1274614.7216
Length: 120.110
East : 1274734.8316
Length: 59.979
East : 1274734.3635
Perimeter: 360.178 Area: 7,203.87 sq. ft. 0.17 acres
Mapcheck closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0000 Course: S 90-00-00 E
Error North: 0.00000 East : 0.00000
Precision 1: 360,178,000.000
Parcel name: 2
North: 125711.8868
Line Course: N 90-00-00 w
North: 125711.8868
Line Course: S 00-26-50 E
North: 125636.9091
Line Course: S 90-00-00 E
North: 125636.9091
Line Course: N 00-26-50 w
North: 125651.9086
East : 1274614.2535
Length: 132.000
East 1274482.2535
Length: 74.980
East 1274482.8387
Length: 252.110
East 1274734.9487
Length: 15.000
East 1274734.8317
Page 1
Line Course: N 90-00-00 W
North: 125651.9086
Line Course: N 00-26-50 W
North: 125711.8858
32464 lot closures
Length: 120.110
East 1274614.7217
Length: 59.979
East 1274614.2535
Perimeter: 654.179 Area: 11,698.65 sq. ft. 0.27 acres
Mapcheck closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0010 Course: S 00-26-50 E
Error North:-0.00100 East : 0.00001
Precision 1: 654,179.000
Parcel name: 3
North: 125711.8868
Line course: N 90-00-00 W
North: 125711.8868
Line Course: S 06-13-22 W
North: 125621.9091
Line Course: S 90-00-00 E
North: 125621.9091
Line Course: N 00-26-50 W
North: 125636.9086
Line Course: N 90-00-00 W
North: 125636.9086
Line Course: N 00-26-50 W
North: 125711.8863
East : 1274482.2535
Length: 120.003
East 1274362.2505
Length: 90.511
East 1274352.4396
Length: 382.627
East 1274735.0666
Length: 15.000
East 1274734.9495
Length: 252.110
East 1274482.8395
Length: 74.980
East 1274482.2543
Perimeter: 935.230 Area: 15,052.20 sq. ft. 0.35 acres
Mapcheck Closure.- (uses listed courses, radii, and deltas)
Error Closure: 0.0009 Course: S 59-50-54 E
Error North:-0.00045 East : 0.00077
Precision 1: 1,039,145.556
Parcel name: 3 NET
North: 125711.8868
Line Course: N 90-00-00 W
North: 125711.8868
Line Course: S 06-13-22 W
North: 125621.9091
Line Course: S 90-00-00 E
North: 125621.9091
Line Course: N 00-26-50 W
North: 125636.9086
Line Course: N 90-00-00 W
North: 125636.9086
Line Course: N 00-26-50 W
North: 125711.8863
East : 1274482.2535
Length: 109.944
East 1274372.3095
Length: 90.511
East 1274362.4986
Length: 372.567
East 1274735.0656
Length: 15.000
East 1274734.9485
Length: 252.110
East 1274482.8385
Length: 74.980
East 1274482.2533
Perimeter: 915.112 Area: 14,147.09 sq. ft. 0.32 acres
Mapcheck closure - (uses listed courses, radii, and deltas)
Error closure: 0.0005 Course: S 27-33-32 W
Error North:-0.00045 East :-0.00023
Precision 1: 1,830,224.000
Page 2
a
ANAL I.ASO �a
F�
L
Filed for Record at Request of:
M30109001878
Suneet Diwan
FASTS;OE FUNDI 0 74.00
PO Box 58264
PAGE-001 of 003
S2/0912013 14:12
Seattle, WA 98138
!SING COUNTY, uA
E2584006
011@8/nB 14: t2
AING C"TY, WA
SALE
T
se.8e PACE-001 OF Ni
Trustee's Deed
Grantor: Jeffrey N. Rupert
Grantee: Suneet Diwan
Abbreviated Legal Description: LOT 19, BLOCK 2, JEANETTE SOUNDVIEW TRACTS
Assessor's Property Tax Number: 367440-0195OU
The GRANTOR, Jeffrey N. Rupert, Attorney at Law, as present Trustee under that Deed
of Trust, as hereinafter particularly described, in consideration of the premises and payment,
recited below, hereby grants and conveys without warranty, to Suneet Diwan, as his separate
estate, that real property, situated in the County of King, State of Washington, described as
follows:
Lot 19, Block 2, Jeanette Soundview Tracts, according to the plat thereof
recorded in Volume 44 of Plats, pages 68 and 69, in King County, Washington.
RECITALS:
1. This Conveyance is made pursuant to the powers, including the power of sale, conferred
upon said Trustee by that certain, Deed of Trust between Steve Clemons, a single person, as
Grantor, to Gerald F. Robison, Attorney at Law, as Trustee, and Neil Nyyssela and Marilyn
Nyyssela, husband and wife, as Beneficiary, dated July 16' 2009, recorded July 28, 2009, under
recording number 20090728000490, records of King County, Washington: Jeffrey N. Rupert,
Attorney at Law, being appointed Successor Trustee by that certain document dated October 9,
2012, and recorded on October 24, 2012, under Auditor's File No. 20121024001973, records of
King County, Washington.
2. Said Deed of Trust was executed to secure, together with other undertakings, the payment
of a promissory note in the sum of $52,000.00 with interest thereon, according to the terms
thereof, in favor of Neil Nyyssela and Marilyn Nyyssela and to secure any other sums of money
which might become due and payable under the terms of said Deed of Trust. RECEIVED
JAN.242014
CITY OF FEDERAL WAY
ODs
Public Record
r r - n
L
3. The described Deed of Trust provides that the real property conveyed therein is not used
principally for agricultural or farming purposes.
4. Default having occurred in the obligations secured and/or covenants of the Grantor as set
forth in "Notice of Trustee's Sale" described below, which by the terms of the Deed of Trust
made operative the power to sell, the thirty day advance "Notice of Default" was transmitted to
the Grantor, or his successor in interest, and a copy of said Notice was posted or served in
accordance with law.
5. Neil Nyyssels and Marilyn Nyyssela, being then the holder of the indebtedness secured
by said Deed of Trust, delivered to said Trustee a written request directing said Trustee to sell the
described property in accordance with law and the terms of said Deed of Trust.
6. The defaults specified in the "Notice of Default" not having been cured, the Trustee, in
compliance with the terms of said Deed of Trust, executed and on November 19, 2010, recorded
in the office of the Auditor of in Co bin ton, a "Notice of Trustee's Sale" of said
property under recording num 'd sale was stayed by the Grantor's
petition for bankruptcy protection. Said stay was terminated on Oc }20:12, pursuant to an
order -51 the BMTuptcy court. a Successor rustee executed and on October 24, 2012,
recorded in the office of the Auditor of King County, Washington, a "Notice of Trustee's Sale" of
said property under recording number 20121024001874.
7. The Successor Trustee, in his aforesaid "Notice of Trustee's Sale," fixed the place of sale
as the entrance to the King County Administration Building, 500 4th Ave Seattle WA 98104, a
public place, at 10:00 o'clock A.M., on November, 30, 2012, and in accordance with law, caused
copies of the statutory "Notice of Trustee's Sale" to be transmitted by mail to all persons entitled
thereto and either posted or served prior to thirty days before the sale; further, the Trustee caused
a copy of said "Notice of Trustee's Sale" to be published once between the thirty-second and
twenty-eighth day before the date of sale and once between the eleventh and seventh day before
the date of sale in a legal newspaper in each county in which the property or any part thereof is
situated; and further, included with this Notice, which was transmitted or served to or upon the
Grantor or his successor in interest, a "Notice of Foreclosure: in substantially the statutory form,
to which copies of the Grantor's Note and Deed of Trust were attached.
8. During the foreclosure, no action was pending on an obligation secured by said Deed of
Trust.
9. All legal requirements and all provisions of said Deed of Trust have been complied with,
as to acts to be performed and notices to be given, as provided in Chapter 61.24 RCW.
44j1,kt44R(
Public RecDrd
r r — ri
L.
71
10. The defaults specified in the "Notice of Trustee's Sale" not having been cured ten days
prior to the date of Trustee's Sale and said obligation secured by said Deed of Trust remaining
unpaid, on November 30, 2012, which was not less than 190 days from the date of default in the
obligation secured, the Trustee then and there sold at public auction to said Grantee, the highest
bidder therefor, the property hereinabove described, for the sum of $83,674.00 cash.
DATED
Jeffrey 14. Pupgt,%Mssor Trustee
STATE OF WASHINGTON
COUNTY OF KING
On this day personally appeared before me Jeffrey N. Rupert, to me known to be the
individual described in and who executed the within and foregoing instrument, and
acknowledged that he signed the same as his free and voluntary act and deed, for the uses and
purposes therein mentioned.
GIVEN under my hand and official seal December 7, 2012.
*, � p 'NOTARY PUBLIC in and for the
w. = State of Washington,
0 �►8t~t� residing at (jilt w
My commission expires
::7eC1�fYCL1 Y
F
JEA NETTE SOUNDVIEW TRACTS
S
SITUATED 1N N-W.4 OF S.W. 4 OF SEC.• 4 T. 21 N. R. a E. W. I"I•
• � A. A. DICKINSON "•' ENQINEca
SCALE,- I IN. = 100'F-r. APRIL 194?
SHEET l OF 2 �MEET9
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JEANNE TTE SouND IEW TRACTS
SHEET 2 OIr 2 9HEL-Ts '
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under .4udrta•`s Fi/e N' 3¢Z37.Sr -
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the tote o{ the p/of.
DE DICATfON
KNOW 4" MEW BY T7YZ7S£ F�F7E•SSNTS, 777pt
RICH�iRLi /IYl/£STM£NT GG. Q cor�arotron
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RESTRICTIONS �•.
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Clemons, Clyde J.
29803 20th Avenue So.
Federal Way, WA. 98003
EASEMENT
THIS AGREEMENT made this -ZL day of , 19M
by and between the LAICEELAVEN SEWER DISTRICT, a municipal corporation of King
County, Washington, hereinaf ter termed "Grantee", and �. wle_ 67.
--
hereinafter termed "Grantor".
WITNESSETS:
That the said Grantor for valuable consideration does by thF.ae presents
grant unto the Grantee a•perpetual right-of-way or easement for sewer main
with the necessary appurtenances_ through, over, and across the following
property, described as follows:
The -West 10 feet of Lot-19, Block 2, Jeannette Soundview Tracts, according to
the plat recorded in Volume 44 of Plats, page 68, records of Ring County, Washington.
c:
TOGETHER WITH a temporary easement over the West 25 feet'of said Lot 19 of
Jeannette Soundview Tracts.
Said temporary construction easement shall remain in force during construction
and until the sewer mains and appurtenances are accepted for maintenance and
operation by the Lakehaven Sewer District.
1 % EXCISE TAX NOT REQUIRED
M C, Reorg; DivWos
Deputy
FLED for Record at Request of
� AddresjA!q..�%�. �
a �
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it
Basement No. 620-35.9
9
Said Grantee shall have the right without prior institution of any suit
& or proceeding at law, at such times as may be necessary, to enter upon said
easement for the purpose of constructing, maintaining, repairing, altering or
areconstructing said sewer main, or making any connections therewith, without
incurring any legal obligation or liability therefore; provided that such
shall be accomplished in a manner that existing private improvements shall ,
F not be disturbed or destroyed, or in the event that they are distuubed or r
destroyed, they will be replaced in as good a condition as they were immed-
r lately before the property was entered upon by the Grantee.
The Grantor shall retain the right to use the surface of said easement
if such use does not interfere with installation or maintenance of the sewer
main. However, the Grantor shall not erect buildings or structures on the '
easement.
� This easement shall be a covenant running with the land and shall be
biQdia on the successora, heirs, and assigns of both of the parties hereto.
and
and
and
and i
STATE OF WASHINGTON )
ss
COUNTY OF KING }
1, the undersigned, a notary pub nd for the State of [Wahington, hereby ,
certify that on this _� day of , 19'7r personally appeared
before me and
WS _ and
r
and
and ;
to me known to be the individual (a) described in and who executad the foregoing
instrument, and acknowledged that TALC signed and sealed the same as
3a ffe free and voluntary act and deed for the uses and purposes
therein described. t
Xm _f, 11-�2
rota Puhlic in anZ for t4 State of
-� Washington, residing at
•sue • 1 . ,� e;; s-
ALTA COMMITMENT FOR TITLE INSURANCE
Issued By:
CHICAGO TITLE
COMPANY OF WASHINGTON
Commitment Number:
0003614-04
CHICAGO TITLE INSURANCE COMPANY, a Nebraska corporation ("Company'), for a valuable consideration, commits to
issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in
Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon
payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A
and B and to the Conditions of this Commitment.
This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies
committed for have been inserted in Schedule A by the Company.
All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when
the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or
policies is not the fault of the Company.
The Company will provide a sample of the policy form upon request.
This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory.
IN WITNESS WHEREOF, CHICAGO TITLE INSURANCE COMPANY has caused its corporate name and seal to be
affixed by its duly authorized officers on the date shown in Schedule A.
Countersigned By:
t� 4 /A4-
Authorized Officer or Agent
Copyright American Land Title Association. All rights reserved.
Chicago Title Insurance Company
By:
Attest:
President
Secretary
AMER] CAN
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 1 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON
COMMITMENT NO. 0003614-04
ISSUING OFFICE FQ SETTLEMEN NQUIRIES CONTACT
Title Officer: Unit 4 / Seattle Residential
Chicago Title Company of Washington
701 5th Avenue, Suite 2300
Seattle, WA 98104
Main Phone: (206)628-5600
Email: CTISeaffieTitieUnit4@cft.com
ORDER NO.0003614-04
1. Effective Date: October 31, 2013 at 08:OOAM
2. Policy or (Policies) to be issued:
a.
SCHEDULE A
Proposed Insured: TBD and TBD
Policy Amount: $0.00
Premium: $ 0.00
Tax: $ 0.00
Total: $ 0.00
b.
Proposed Insured: To Be Determined
Policy Amount: To Be Determined
Premium: To Be Determined
Tax: To Be Determined
Total: To Be Determined
3. The estate or interest in the land described or referred to in this Commitment is:
Fee Simple
4. Title to the estate or interest in the land is at the Effective Date vested in:
Suneet Diwan, presumptively subject to the community interest of his/her spouse or registered domestic partner, if
married or a registered domestic partner on December 27, 2012, date of acquiring title
5. The land referred to in this Commitment is described as follows:
For APN/Parcel ID(s): 367440-0195
Lot 19, Block 2, Jeannette Soundview Tracts, according to the plat thereof, recorded in Volume 44 of
Plats, Pages 68 and 69, records of King County, Washington.
END OF SCHEDULE A
AMERICAN
Copyright American Land Title Association. All rights reserved. LAND TITLE
ASSOCIATION
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association. e.
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 2 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0003614-04
SCHEDULE B
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are
disposed of to the satisfaction of the Company:
GENERAL EXCEPTIONS
A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records.
B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be
disclosed by an accurate and complete land survey of the Land.
C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the
Public Records.
D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or
for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the
Public Records.
E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public
Records.
F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for
sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the
Public Records.
G. Unpatented mining claims, and all rights relating thereto.
H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof.
I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes.
J. Water rights, claims or title to water.
K. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public
Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires
of record for value the estate or interest or mortgage thereon covered by this Commitment.
ANUMAN
Copyright American Land Title Association. All rights reserved. LAND TITLE
ASSOCIAriON
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 3 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0003614-04
SCHEDULE B
(continued)
SPECIAL EXCEPTIONS
Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building
setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not
limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability,
handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to
the extent that said covenant or restriction is permitted by applicable law, as set forth on the plat of Jeannette
Soundview Tracts.
Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:
Granted to:
Lakehaven Sewer District, a municipal corporation
Purpose:
Sewer Mains
Recording Date:
April 24, 1978
Recording No.:
7804240721
Affects:
The west 10 feet of said premises
Payment of the real estate excise tax, if required.
The Land is situated within the boundaries of the local taxing authority.
Present rate of real estate excise tax as of the date herein is 1.78%.
Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The
applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance
documents.
An additional $5.00 Real Estate Excise Tax Electronic Technology Fee must be included in all excise tax
payments.
4. Please be advised that our search did not disclose any open mortgages of record. If you should have knowledge
of any outstanding obligation, please contact the Title Department immediately for further review prior to closing.
5. Right of any party interested to sue or petition to have set aside, modified or contest a judicial or non judicial
foreclosure or forfeiture, or any deed pursuant hereto, through which title to the Land is derived; and any liens,
encumbrances and/or ownership interests which may exist as a result of any acts or omissions of the foreclosing
parties, or as a result of such suit or petition.
Note: The Company may be willing to remove this exception upon a conveyance to a bona fide purchaser for fair
market value. Please contact your title officer for further information.
The Company must be provided with proof that Steve Clemons, or any other party holding through Steve
Clemons, has surrendered possession.
ICAN
Copyright American Land Title Association. All rights reserved. LAND TITLE
LAND T
ASSOCUTION
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 4 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0003614-04
SCHEDULE B
(continued)
7. Matters which may be disclosed by a search of the records against the name of the spouse or domestic partner of
Suneet Diwan, if married or a member of a registered domestic partnership.
8. In the event that the Land is occupied or intended to be occupied by the owner and a spouse or registered
domestic partner as a homestead, the conveyance or encumbrance of the Land must be executed and
acknowledged by both spouses or both registered domestic partners, pursuant to RCW 6.13 which now provides
for an automatic homestead on such Land.
9. Your application for title insurance was placed by reference to only a street address or tax identification
number. Based on our records, we believe that the legal description in this report covers the parcel(s) of
Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company
and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of
Land will appear on any documents to be recorded in connection with this transaction and on the policy
of title insurance.
END OF EXCEPTIONS
NOTES
The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for
loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or
are not matters covered under the insuring provisions of the policy.
Note A: General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1,
second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and
penalties):
Year: 2013
Tax Account No.: 367440-0195
Levy Code: 1205
Assessed Value -Land: $108,000.00
Assessed Value -Improvements: $77,000.00
General and Special Taxes: Billed/Paid: $3,073.06
Note B: NOTE: The names of the proposed insured were not furnished in the application for title insurance, and
when disclosed, the commitment will be subject to such matters as may be found by a search of the
records against said names.
The company reserves the right to add additional items or make further requirements after review of the
requested documentation.
TMCAN
Copyright American Land Title Association. All rights reserved. LAND TITLE
ASSOCIATION
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
ki
ALTA commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 5 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON
SCHEDULE B
(continued)
COMMITMENT NO. 0003614-04
Note C: Note: FOR INFORMATIONAL PURPOSES ONLY:
The following may be used as an abbreviated legal description on the documents to be recorded, per
Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal
description within the body of the document:
Lot(s): 19 Block: 2 JEANNETTE SOUNDVIEW TRACTS, VOL 44 PLATS PG 68
Tax Account No.: 367440-0195
Note D: Note: Any map furnished with this Commitment is for convenience in locating the land indicated herein
with reference to streets and other land. No liability is assumed by reason of reliance thereon.
END OF NOTES
END OF SCHEDULE B
A M ERI CAN
Copyright American Land Title Association. All rights reserved. LAND TITLE
ASSOCIATION
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 6 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0003614-04
CONDITIONS
1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument.
2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or
interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge
to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the
extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the
Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the
Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions.
3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of
Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply
with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage
thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed
for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies
committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as
expressly modified herein.
4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any
action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to
the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this
Commitment.
5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be
arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules
at h9gJlwww.a1ta.ora.
END OF CONDITIONS
Copyright American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
AMERICAN
LAND THE
ASSOCIATION
ALTA Commitment (Adopted: 06.17.2006) Printed: 11.08.13 @ 11:16AM
Page 7 of 11 WA-CT-FNSE-02150.622474-SPS-1-13-0003614-04
RECORDING REQUIREMENTS
Effective January 1, 1997, document format and content requirements have been imposed by Washington Law.
Failure to comply with the following requirements may result in rejection of the document by the county recorder or
imposition of a $50.00 surcharge.
First page or cover sheet:
3" top margin containing nothing except the return address.
1" side and bottom margins containing no markings or seals.
Title(s) of documents.
Recording no. of any assigned, released or referenced document(s).
Grantors names (and page no. where additional names can be found).
Grantees names (and page no. where additional names can be found).
Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section
for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must
also appear in the body of the document.
Assessor's tax parcel number(s).
Return address (in top 3" margin).
**A cover sheet can be attached containing the above format and data if the first page does not contain all
required data.
Additional Pages:
1" top, side and bottom margins containing no markings or seals.
All Paces:
No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals
must be smudged for visibility. Font size of 8 points or larger.
Recording Requirements Printed: 11.08.13 @ 11:16AM by DB
WA0000924.doc / Updated: 04.30.13 Page 8 of 11—0003614-04
®FIDELITY
NATIONAL FINANCIAL'
Order No.: 0003614-04-
PRIVACY STATEMENT
Effective Date: May 1, 2008
Fidelity National Financial, Inc. and its subsidiaries ("FNF") respect the privacy and security of your non-public
personal information ("Personal Information") and protecting your Personal Information is one of our top priorities.
This Privacy Statement explains FNF's privacy practices, including how we use the Personal Information we
receive from you and from other specified sources, and to whom it may be disclosed. FNF follows the privacy
practices described in this Privacy Statement and, depending on the business performed, FNF companies may
share information as described herein.
PERSONAL INFORMATION COLLECTED
We may collect Personal Information about you from the following sources:
• Information we receive from you on applications or other forms, such as your name, address, social security
number, tax identification number, asset information, and income information;
• Information we receive from you through our Internet websites, such as your name, address, email address,
Internet Protocol address, the website links you used to get to our websites, and your activity while using or
reviewing our websites;
■ Information about your transactions with or services performed by us, our affiliates, or others, such as
information concerning your policy, premiums, payment history, information about your home or other real
property, information from lenders and other third parties involved in such transaction, account balances, and
credit card information; and
• Information we receive from consumer or other reporting agencies and publicly recorded documents.
DISCLOSURE OF PERSONAL INFORMATION
We may provide your Personal Information (excluding information we receive from consumer or other credit
reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior
authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, without
limitation, the following:
• To insurance agents, brokers, representatives, support organizations, or others to provide you with services
you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation,
or nondisclosure in connection with an insurance transaction;
• To third -party contractors or service providers for the purpose of determining your eligibility for an insurance
benefit or payment and/or providing you with services you have requested;
■ To an insurance regulatory authority, or a law enforcement or other governmental authority, in a civil action, in
connection with a subpoena or a governmental investigation;
• To companies that perform marketing services on our behalf or to other financial institutions with which we
have joint marketing agreements and/or
■ To lenders, lien holders, judgment creditors, or other parties claiming an encumbrance or an interest in title
whose claim or interest must be determined, settled, paid or released prior to a title or escrow closing.
Privacy Statement Printed: 11.08.13 @ 11:16AM by DB
WA0000924.doc / Updated: 04.30.13 Page 9 of 11—0003614-04
PRIVACY STATEMENT
Effective Date: May 1, 2008
(continued)
We may also disclose your Personal Information to others when we believe, in good faith, that such disclosure is
reasonably necessary to comply with the law or to protect the safety of our customers, employees, or property
and/or to comply with a judicial proceeding, court order or legal process.
Disclosure to Affiliated Companies:
We are permitted by law to share your name, address and facts about your transaction with other FNF
companies, such as insurance companies, agents, and other real estate service providers to provide you with
services you have requested, for marketing or product development research, or to market products or
services to you. We do not, however, disclose information we collect from consumer or credit reporting
agencies with our affiliates or others without your consent, in conformity with applicable law, unless such
disclosure is otherwise permitted by law.
Disclosure to Nonaffiliated Third Parties:
We do not disclose Personal Information about our customers or former customers to nonaffiliated third
parties, except as outlined herein or as otherwise permitted by law.
CONFIDENTIALITY AND SECURITY OF PERSONAL INFORMATION
We restrict access to Personal Information about you to those employees who need to know that information to
provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with
federal regulations to guard Personal Information.
ACCESS TO PERSONAL INFORMATION / REQUESTS FOR CORRECTION, AMENDMENT, OR DELETION
OF PERSONAL INFORMATION
As required by applicable law, we will afford you the right to access your Personal Information, under certain
circumstances to find out to whom your Personal Information has been disclosed, and request correction or
deletion of your Personal Information. However, FNF's current policy is to maintain customers' Personal
Information for no less than your state's required record retention requirements for the purpose of handling future
coverage claims.
For your protection, all requests made under this section must be in writing and moist include your notarized
signature to establish your identity. Where permitted by law, we may charge a reasonable fee to cover the costs
incurred in responding to such requests. Please send requests to:
Chief Privacy Officer
Fidelity National Financial, Inc.
601 Riverside Avenue
Jacksonville, FL 32204
CHANGES TO THIS PRIVACY STATEMENT
This Privacy Statement may be amended from time to time consistent with applicable privacy laws. When we
amend this Privacy Statement, we will post a notice of such changes on our website. The effective date of this
Privacy Statement, as stated above, indicates the last time this Privacy Statement was revised or materially
changed.
Privacy Statement Printed: 11.08.13 @ 11:16AM by DB
WA0000924.doc / Updated: 04.30.13 Page 10 of 11—0003614-04
CHICAGO TITLE
COMPANY OF WASE NGTON
Order No.: 0003614-04
Property: 29803 20th Ave S
Federal Way, WA 98003
701 5th Avenue, Suite 2300
Seattle, WA 98104
Phone: (206)628-5600 / Fax: (206)628-4725
SELLER(S)
Suneet Diwan
BUYER/BORROWER(S)
TBD and TBD
LISTING AGENT
Dimension Properties
Main Contact: Sunny Diwan
1900 South Puget Drive #203, P.O.Box 58264
Phone:
(206)659-7868
Seattle, WA 98138
Cell:
(253)961-3836
Renton, WA 98055
Fax:
(866)696-0892
Phone: (206)494-0401
Email:
Suneet@DimensionRE.com
Fax: (866)696-0892
Contact:
Rucchi Diwan
Phone:
(206)494-0401
Cell:
(206)604-5700
Fax:
(866)696-0892
Email:
rucchid@gmail.com
Thank You for specifying Chicago Title Company of Washington
Your transaction is important to us.
Commitment Distribution Letter Printed: 11.08.13 @ 11:16AM by DB
WA0000924.doc / Updated: 04.30.13 Pagel 1 of 11—0003614-04
Assessor -Map
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This map has been copled from the public records and is provided
solely for the purpose of assisting
in locating the premises. No
liabilities are assumed for Inaccuracies
contained herein or for
variations, if any, in dimensions, area or location of the premises
or the location of improvements ascertained by actual survey.
CITY OF FEDERAL WAY
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: January 30, 2014
TO: Kevin Peterson, Engineering Plan Reviewer
Rick Perez, Traffic
Scott Sproul, Assistant Building Official
Brian Asbury, Lakehaven Utility District
Chris Ingham, South King Fire & Rescue
FROM: Becky Chapin
FOR DRCMTG. ON.• February 13, 2014 — Internal Completeness and Review
FILE NUMBER(s): 14-100397-00-SU
RELATED FILE NOS.: 13-104251-00-PC
PROJECT NAME: Suneet Short Plat
PROJECTADDRESS: 29803 2& Avenue South
ZONING DISTRICT.- RS 7.2
PROJECTDESCRIPTION: Subdivide single lot into 3-lots.
LAND USE PERMITS: Short Plat
PROJECTCONTACT. Tres Kirkebo
Apex Engineering
2601 35`h Street, Suite 200
Tacoma, WA 98409
MATERL9LS SUBMITTED: Master Land Use Application
Request for Open Space Fee -in -Lieu
Sewer Availability
Title Report
Geotechnical Report
Lot Closures
Conceptual Aerial Photo
Short Plat Drawings
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
CITY OF 'J �� 33325 8`1' Avenue South
T Federal Way, WA 98003-6325
Federal Way��c-° �1��® 253-835-2607; Fax 253-835-2609
www.cityoffedCTa]wU.com
JAN 2 4 2014
(P CITY OF FEDERAL WAY v �L
APPLICATION NO(S) _lq r I VCh1 0 3 1vnl � _ S _` CDS Date
Project Name Suneet Short Plat
Property Address/Location 29803 — 20th Ave. S.
Parcel Number(j) 3674400195
Project Description subdivide one existing single family residential parcel into three single
residential Darcels.
PLEASE PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
g Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
RS7.2
_, �IIInnI� Designation
sivau4laY
High Dens itgomprehensive Plan Designation
194,000 Value of Existing Improvements
TBD Value of Proposed Improvements
International Building Code (IBC):
Group R, Division 3 Occupancy Type
TRn Construction Type
Applicant
Name:
Apex.,Engineering,,Attn: Tres Kirkebo
Address:
2601 S. 35th St... Ste. 200
City/State:
Tacoma, WA
Zip:
98409
Phone:
(253) 473-4494
Fax:
(253) 473-0599
Email:
g.net
Signature:
7,,�
Agent (if
Name:
efferent than Applicant)
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name:
Suneet Diwan
Address:
1900 S. Puget Dr., Ste. 203
City/State:
Renton, WA
Zip:
98055
Phone:
(206) 494-0401
Fax:
Email:
suneet@dimensionlaw.com
Signature. -
Od-0
Bulletin #003 — January 1, 2011
Page 1 of 1
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