HomeMy WebLinkAboutPermit L05-017 - HARIS SIJAMIC - 4024 SOUTH 154TH STREET SHORT PLATHARTS SIJAMIC
4024 S 154 ST
L05 -017
June 27, 2005
Harts Sijanic
15234 40 Ave S
Tukwila, WA 98188
RE: 2 -Lot Short Plat
4024 S. 154 Street
L05 -017
Dear Harts:
City of Tukwila
Department of Community Development Steve Lancaster, Director
PRELIMINARY APPROVAL
The Short Subdivision Committee has completed review of your short plat application (No. L05-
017), and determined that it complies with all applicable City code requirements. The City SEPA
Responsible Official has previously determined that this application does not require a SEPA
threshold determination because it is categorically exempt.
This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project
submittal, preliminary approval is granted subject to the conditions stated below.
There are three basic steps in the short plat approval process:
1. Preliminary Approval
This letter constitutes your preliminary approval. The application was reviewed by the
Tukwila Short Subdivision Committee and approved with conditions. The conditions
imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval
listed at TMC 17.12.020 C in the Tukwila Subdivision Code.
PRELIMINARY APPROVAL CONDITIONS
Utilities
Q: \Short Plats\L05 -017- pre - approval.doc Page 1
CO CD
Steven M. Mullet, Mayor
a. Provide a draft copy of (a) private ingress /egress & utility easement (b) private
water easement (c) private sanitary sewer easement, prior to Building Permit
approval by the City. This shall be a separate document from the Final Short
Plat map and be recorded at King County.
b. While the 20' easement & utilities is for the benefit of the proposed Lot 1, the
water line within this easement is also for the benefit of the proposed Lot 2, the
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Access
Fire Protection
General
c. Extension of the sewer and water lines to Lot 1 and relocation of water service
to Lot 2 shall be approved by the appropriate utility. As -built plans shall be
provided to the Public Works Department. It is recommended to provide a note
on the site development plan showing minimum 10' wide maintenance
easements for the waterline benefiting Lot 2 and sewer line for the benefit of Lot
g.
language for the easement should be clear on who will maintain the driveway
and the installed utilities.
1.
• •
d. A 20 -foot wide ingress /egress and utilities easement with a 12' wide asphalt
concrete driveway built to Public Works and Fire Department standards must
be provided (TMC 17.20.030). This requirement must be stated on the face of
the recorded plat, and must be met prior to issuance of any building permits.
e. The future house will be required to have interior sprinklers, to be approved by
the Fire Department. This requirement must be stated on the face of the
recorded plat, and must be met prior to issuance of any building permits for
Lot 1.
f. You will need to obtain all required permits prior to beginning any construction.
For water and sewer permits, contact the individual provider District. For City
of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179.
Install all required site improvements, including those proposed in the short plat
application and shown on the Schweikl & Associates plans dated 03/13/05 and
those identified above as conditions of approval.
h. Submit a set of recording documents in either legal or record of survey format
that meet the King County Recorder's requirements and contain the following
items:
i. A survey map as described in the application checklist that is consistent with all
of the conditions of approval. The surveyor's original signature must be on the
face of the plat.
j. Existing and proposed legal descriptions for all lots.
Q:\Short Plats\L05- 017- pre - approval.doc Page 2
APPEALS
2. Final Approval
• •
k. Legal description of the access /utility easement. This easement shall also be
included in the Joint Maintenance Agreement.
This short plat approval decision is appealable to the Hearing Examiner. One administrative
appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time
limit the decision of the Department will be final.
In order to appeal the decision a written notice of appeal must be filed with the Department of
Community Development within 21 days of the issuance of the Notice of Decision (07/11/2005).
The requirements for such appeals are set forth in Tukwila Municipal Code 18.116.
Appeal materials shall include:
1. The name of the appealing party.
2. The address and phone number of the appealing party; and if the appealing party is a
corporation, association or other group, the address and phone number of a contact person
authorized to receive notices on the appealing party's behalf.
3. A statement identifying the decision being appealed and the alleged errors in the
decision. The Notice of Appeal shall state specific errors of fact or errors in application of
the law in the decision being appealed; the harm suffered or anticipated by the appellant,
and the relief sought. The scope of an appeal shall be limited to matters or issues raised in
the Notice of Appeal.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The
Hearing Examiner's decision on the appeal is the City's final decision. A party who is not
satisfied with the outcome of the administrative appeal process may file an appeal in King County
Superior Court from the Hearing Examiner's decision pursuant to the procedures and time
limitations set forth in RCW ch. 36.70C.
The next step is to install the required site improvements, comply with the conditions of
approval and submit the necessary short plat documents (survey, legal descriptions, and
other required paper work). You may apply to delay installation of the site improvements
up to six months beyond final approval subject to the approval of the Public Works
Director. A financial guarantee must be provided to ensure installation.
All taxes and fees assessed against the property must be current prior to final approval.
Please check with the King County Assessor's Office and the City of Tukwila Finance
Department prior to submitting final mylars. After the documents have been found to be
Q:\Short Plats\L05- 017 - pre - approval.doc Page 3
Expiration
The final approved short plat must be filed with the King County Department of Records by June
20, 2006, one year from the date of this preliminary approval or the application will expire. The
City may grant a single one year extension if requested in writing prior to the expiration date.
3. Recording
Sincerely,
•
in order, and the all of the requirements of the short plat have been met, the Chair of the
Short Subdivision Committee signs your short plat which constitutes a grant of final
approval.
The signature of the Chairman of the Short Subdivision Committee certifies that your short
plat application is ready for recording. It is your responsibility to record the City approved
short plat documents with the King County Department of Records. You will need to pay
the recording fees and submit your approved original short plat to King County, see the
Recording Procedures handout. The short plat is not complete until the recording occurs and
copies of the recorded documents are provided to the Department of Community
Development.
After recording, the County returns the recorded original to the City of Tukwila within 4 -6
weeks, at which time your short plat is considered complete. You can shorten this
processing time by hand - delivering a copy of the recorded short plat to the project planner.
In many circumstances, building permits on the short platted property may not be issued
until a copy of the recorded short plat (or original) is returned to the Department of
Community Development.
Steve Lancaster
Chair, Short Subdivision Committee
Enclosure: site plan
cc: Jim Morrow, Public
Nick Olivas, Fire Chief
r
Director
k4$O
(please initial your approval)
al your approval)
Q:\Short Plats\L05- 017 - pre - approval.doc Page 4
May 2005
Haris Sijanic
15234 40 Ave S
Tukwila, WA 98188
RE: 2 -Lot Short Plat
4024 S. 154 Street
L05 -017
Dear Haris:
The Short Subdivision Committee has completed review of your short plat application
(No. L05 -017), and determined that it complies with all applicable City code requirements.
The City SEPA Responsible Official has previously determined that this application does
not require a SEPA threshold determination because it is categorically exempt.
This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest
project submittal, preliminary approval is granted subject to the conditions stated below.
There are three basic steps in the short plat approval process:
1. Preliminary Approval
Utilities
NOTICE OF DECISION
s rJv �1r1
This letter constitutes your preliminary approval. The application was reviewed by
the Tukwila Short Subdivision Committee and approved with conditions. The
conditions imposed are to ensure the short plat is consistent with the Criteria for
Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code.
PRELIMINARY APPROVAL CONDITIONS
a. Drainage design for Lot 1 shall meet City of Tukwila Surface Water Ordinance
Requirements. Contact the Tukwila Public Works Department for submittal and
design requirements. - Tom- - - S c_ �r`4,�.G �1 ^ �>r; t A-A . I s ev
rn vce.A. ? 1 fr' 'moo ✓(nc„4 -7
b. Pursuant to the Tukwila "underground ordinance ", all utilities shall be placed
underground.
Q: \Short Plats\L05 -017- preliminary approval.doc Page 1
av eel o��'�ian S ' wu-�s Serv+ti �1 L
c. Extension of the sewer and water lines to -the lot §lshall be approved by the
appropriate utility. As -built plans shall be provided to the Public Works
Department.
Access
12' ; s sh.' A. a' r5 A- Ac- Cteg4-ilok.? I C s® c vnc1 ,on.
d. A 20 foot wide paved access road with an all weather surface built to Public Works
and Fire Department standards must be provided to any new structures. .A-fife
Fire Protection
TJ0 -- V4eof - aci•al0e2Y 1 50 J 4e��.�r. arc_.
e. Prior to development of Lot 1, the following will be required: There must be a fire
hydrant within 250 feet of all building sites. If the fire hydrant is not capable of a
1000 gallon per minute flow the future houses will be required to provide interior
sprinklers, to be approved by the Fire Department.
General
g.
-. r■ : •• ;_ _;� - - • -'
- -
This requirement must be stated on the face of the recorded plat, and must be met
prior to issuance of any building permits.
This requirement must be stated on the face of the recorded plat, and must be met
prior to issuance of any building permits for Lot 1.
f. You will need to obtain all required permits prior to beginning any construction. For
water and sewer permits, contact the individual provider District. For City of
Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179.
Install all required site improvements, including those proposed in the short plat
application, and those identified above as conditions of approval.
9L.ma� 0 .. weti IC.I i Sic_ pt€• s( 3 I1 4/c6
h. Submit a set of recording documents in either legal or record of survey format that
meet the King County Recorder's requirements and contain the following items:
1. A survey map as described in the application checklist that is consistent with
all of the conditions of approval. The surveyor's original signature must be on the
face of the plat.
2. Existing and proposed legal descriptions for all lots.
3. Legal description of the access /utility easement. This easement shall also
be included in the Joint Maintenance Agreement.
Q: \Short Plats\L05- 017 - preliminary approval.doc Page 2
APPEALS
This short plat approval decision is appealable to the Hearing Examiner. One
administrative appeal of the decision on the short plat,
-DNS., is permitted. - • ► ► a - -. .1 ID- • • ' _ • . ®t either the
s w Ic were imposed by t e -a4DNS decision or the failure of the Department
t• ' - - - - s •' •• .•• DNS may raise - such issues as part of the
If no valid appeals are filed within the time limit the decision of the Department
will be final.
In order to appeal the decision a written notice of appeal must be filed with the
Department of Community Development within 21 days of the issuance of the Notice of
Decision (06/'/2005). The requirements for such appeals are set forth in Tukwila
Municipal Code 18.116.
Appeal materials shall include:
1. The name of the appealing party.
2. The address and phone number of the appealing party; and if the appealing
party is a corporation, association or other group, the address and phone number
of a contact person authorized to receive notices on the appealing party's behalf.
3. A statement identifying the decision being appealed and the alleged errors
in the decision. The Notice of Appeal shall state specific errors of fact or errors in
application of the law in the decision being appealed; the harm suffered or
anticipated by the appellant, and the relief sought. The scope of an appeal shall
be limited to matters or issues raised in the Notice of Appeal.
Any appeal shall be conducted as an open record hearing before the Hearing
Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A
party who is not satisfied with the outcome of the administrative appeal process may file
an appeal in King County Superior Court from the Hearing Examiner's decision pursuant
to the procedures and time limitations set forth in RCW ch. 36.70C. An app al
c . : - - : .. ► _ e an Etc maybe included_irl sucks ate - appeal.
2. Final Approval
The next step is to install the required site improvements, comply with the
conditions of approval and submit the necessary short plat documents (survey,
legal descriptions, and other required paper work). You may apply to delay
installation of the site improvements up to six months beyond final approval subject
to the approval of the Public Works Director. A financial guarantee must be
provided to ensure installation.
Q: \Short Plats\L05- 017 - preliminary approval.doc Page 3
Expiration
All taxes and fees assessed against the property must be current prior to final
approval. Please check with the King County Assessor's Office and the City of
Tukwila Finance Department prior to submitting final mylars. After the
documents have been found to be in order, and the all of the requirements of the
short plat have been met, the Chair of the Short Subdivision Committee signs your
short plat which constitutes a grant of final approval.
The final approve short plat must be filed with the King County Department of
Records by May 1 , 2006, one year from the date of this preliminary approval or
the application will expire. The City may grant a single one year extension if
requested in writing prior to the expiration date.
3. Recording
Sincerely,
The signature of the Chairman of the Short Subdivision Committee certifies that
your short plat application is ready for recording. It is your responsibility to record
the City approved short plat documents with the King County Department of
Records. You will need to pay the recording fees and submit your approved
original short plat to King County, see the Recording Procedures handout. The
short plat is not complete until the recording occurs and copies of the recorded
documents are provided to the Department of Community Development.
After recording, the County returns the recorded original to the City of Tukwila
within 4 -6 weeks, at which time your short plat is considered complete. You can
shorten this processing time by hand - delivering a copy of the recorded short plat to
the project planner.
In many circumstances, building permits on the short platted property may not be
issued until a copy of the recorded short plat (or original) is returned to the
Department of Community Development.
Steve Lancaster
Chair, Short Subdivision Committee
Enclosure: site plan
cc: Jim Morrow, Public Works Director (please initial your approval)
Nick Olivas, Fire Chief (please initial your approval)
Q: \Short Plats\L05- 017 - preliminary approval.doc Page 4
r
j David McPherson - Sijamic - 2 Lot
From: David McPherson
To: Bschweikl @comcast.net; Kathryn Devlin
Date: 5/5/05 11:50AM
Subject: Sijamic - 2 Lot Short Plat - L05 -017
Brant,
Thank you for your fax, regarding cut/fill quantities and SEPA Threshold.
I spoke with Nora Gierloff, Planning Supervisor this morning and she determined that a SEPA application
for this project is not required, based on the information you provided.
I will place your letter in the Short Plat file and provide a copy to Kathryn for her information.
Dave
Send to:
Dave McPherson
From:
Brant A. Schweikl, P.E.
Org: City of Tukwila
Date: 05/05/05
Office Location:
Project: Sijamic Short Plat 05029
Fax Number: (206) 431 -3665
Phone Number: (253) 815 -1700
Ma`a 05 05 11:17a
Lii Urgent
❑ reply ASAP
Please comment
la Please review
❑ For your information
Comments:
Dave,
Brant A. Schweikl, P.E.
Managing Member
Schweikl & Fissociates
•
_.�.� � ``= c if T
Total pages, including cover: j
Therefore the earthwork quantity mathematics is as follow;
J J G T I I T 1 161 1
•
, L4-5 S. .3•75''' Sctc '
a: ": f 15-; 7i;
Per our telephone conversation yesterday, May 4 2005, I am forwarding this explanation of the
earthwork quantities shown on the Sijamic Short Plat submittal drawings (Application File
Number L05 -017) to assist in interpreting our conformance with the SEPA threshold values.
The quantities as shown state that there are a total of 490 CY (< the 500 CY threshold) of
existing earth to be excavated for the project and of that total of 490 CY, 44 CY will be relocated
to the eastern end of the site and compacted as fill. The remainder of the excavated onsite
material, 446 CY, will be hauled to a nearby approved receiving facility /project for disposal,
446 CY (Haul) + 44 CY (fill) = 490 CY (Total site excavation) < 500 CY SEPA Threshold
Please review. Call me if you have any questions concerning the explanation so that we may
expedite the approval of the Short Plat.
Thanks for assistance and understanding in this matter.
tivel
April 25, 2005
Hans Sijanic
15234 40 Ave S
Tukwila, WA 98188
2. Fire Department comments:
3. Public Works comments:
•
Cizy of Tukwila
Q: \Short Plats \L05 -017 comments.doc 1
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Request for additional information for the short plat application File number
L05 -017.
Dear Haris:
Based on review of your application the following information is required to further process your
application:
1. Planning Department comments:
Short plat site development plan shows earthwork quantities of 490 cy cut and 44 cy fill. This is
greater than 500 cy and would require a SEPA application. See SEPA Environmental Review —
enclosed.
1. Water availability letter does not show travel distance to fire hydrant.
2. Show Fire Hydrant location on Site Plan.
3. If Hydrant exceeds 250 feet by line of travel the builder will be required to install a new
fire hydrant or sprinkle the new house.
Short Plat - L05 -017
Public Works requires the following to be completed prior to Final Short Plat approval:
1. Provide geotechnical report, signed and stamped by a Washington State Licensed
Geotechnical Engineer. See Public Works Bulletin no. B4 — enclosed. The report
shall specifically address construction within the driveway area, steep slopes,
foundation recommendations, and storm drainage (suitability of infiltration).
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
• •
2. Complete and provide results of percolation test within infiltration trench area(s) to
Public Works, per KCSWM, section 5.4.1. See Public Works Bulletin no. C4 —
enclosed. If infiltration is not feasible for this site, then an alternative storm drainage
system shall be designed and constructed.
3. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless
Agreement — see enclosed. Agreement will be recorded at King County, after Mayor
signs the document.. (Submit signed agreement at least ten (10) days prior to
expected final short plat recording, as City must have time to process this document).
4. Provide a draft copy of (a) private ingress /egress & utility easement (b) private water
easement (c) private sanitary sewer easement, prior to Building Permit approve by the
City. This shall be a separate document from the Final Short Plat map and be
recorded at King County. While the 20' easement & utilities is for the benefit of the
proposed Lot 1, the water line within this easement is also for the benefit of the
proposed Lot 2. The language for the easement should be clear on who will maintain
the driveway and the installed utilities.
Short Plat Survey Site Map
1. Provide note on final short plat map, that all construction on site must comply with
the Geotechnical Engineering Report, by , dated
and subsequent geotechnical reports.
2. Provide note on final short plat map, that individual house foundation and drainage
system, shall provide a specific geotechnical assessment, with final design
recommendations.
3. Provide the location of the fire hydrant on final short plat map.
4. Revise short plat map, sheets 1 and 2 of 2 as applicable, per redlined comments —
enclosed.
Miscellaneous Comments
1. The applicant may not apply for a Building Permit until after final short plat
recording.
2. All utilities, including power are required to be underground, per City of Tukwila
ordinance.
3. Street Use for utility construction will be part of the Building Permit requires a Bond
and Insurance for work within City right -of -way.
4. Prior to work within the City right of way, the Owner /Applicant shall sign with
Notary, a Hold Harmless Agreement — see enclosed.
Q: \Short Plats \L05 -017 comments.doc 2
Kathryn Devlin
Assistant Planner
•
5. Pavement mitigation fee may apply to this permit, if street pavement is open cut. See
Pavement Mitigation Bulletin no. 1B — enclosed.
6. A separate Building Permit is required for the Rockery, if it is greater than 4 feet high
and/or is surcharged.
I can be reached at 206 433 -7166, Monday through Wednesday or by email at kdevlin @ci.tukwila.wa.us
Sincerely,
Q: \Short Plats \L05 -017 comments.doc 3
DATE: April 15, 2005
Short Plat Survey Site Map
Engineering Report, by
geotechnical reports.
•
MEMORANDUM
TO: PLANNING DEPT. — Kathryn Devlin, Planner
01
FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer
SUBJECT: Sijamic — 2 Lot Short Plat
152xx — 40 Ave. South
Permit No. L05 -017
Short Plat and Miscellaneous Comments
SEPA
1. Short plat site development plan shows earthwork quantities of 490 cy cut and 44
cy fill. This is greater than 500 cy and would require a SEPA application.
Short Plat — L05 -017
Preliminary Short Plat is complete for Public Works.
Public Works requires the following to be completed, prior to Final Short Plat
approval.
1. Provide geotechnical report, signed and stamped by a Washington State Licensed
Geotechnical Engineer. See Public Works Bulletin no. B4 — enclosed. The
report shall specifically address construction within the driveway area, steep
slopes, foundation recommendations, and storm drainage (suitability of
infiltration).
2. Complete and provide results of percolation test within infiltration trench area(s)
to Public Works, per KCSWM, section 5.4.1. See Public Works Bulletin no. C4
— enclosed. If infiltration is not feasible for this site, then an alternative storm
drainage_system -shall he. designed and. constructed.
3. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless
Agreement — see enclosed. Agreement will be recorded at King County, after
Mayor signs the document. (Submit signed agreement at least ten (10) days prior
to expected final short plat recording, as City must have time to process this
document).
1. Provide note on final short plat map, to comply with the Geotechnical
, dated , and subsequent
• •
2. Provide note on final short plat map, that individual house foundation and
drainage system, shall provide a specific geotechnical assessment, with final
design recommendations.
3. Revise short plat map, sheets 1 and 2 of 2 as applicable, per redlined comments
— enclosed.
Miscellaneous Comments
1. The applicant shall apply for a Building Permit, after final short plat approval.
2. All utilities including power are required to be underground, per City of Tukwila
ordinance.
Proposed house is greater than 350 feet from existing fire hydrant. Required to
install a new fire hydrant (or) sprinkle the new house. This may be part of the
Building Permit.
4. Applicant shall provide a draft copy of (a) private ingress /egress & utility
easement (b) private water easement (c) private sanitary sewer easement, prior to
Building Permit approve by the City. This shall be a separate document from the
Final Short Plat map and be recorded at King County. While the 20' easement &
utilities is for the benefit of the proposed Lot 1, the water line within this
easement is also for the benefit of the proposed Lot 2. The language for the
easement should be clear on who will maintain the driveway and the installed
utilities.
5. Street Use as part of the Building Permit, requires a Bond and Insurance for work
within City right -of -way.
6. Prior to work within the City right of way, the Owner /Applicant shall sign with
Notary, a Hold Harmless Agreement — see enclosed.
7. Pavement mitigation fee may apply to this permit, if street pavement is open cut.
See Pavement Mitigation Bulletin no. 1B — enclosed.
8. A separate Building Permit is required for the Rockery, if it is greater than 4 feet
high and/or is surcharged.
Department of Community Development
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
Phone: (206) 431 -3670
Fax: (206) 431 -3665
Fax
To: Stacy
❑ Urgent ❑ For Review
•Comments:
Phone: 253 853 2829 Pages: 2
Re: Haris Sijanic short plat (L05 -017)
City Of Tukwila
From: Kathryn Devlin (206) 433 -7166
Fax: 253 853 -2829 Date: 04/11/2005
❑ Please Comment ❑ Please Reply ❑ Please Recycle
Stacy, I hope this letter will help Mr. Sijanic understand the short plat process. I cannot anticipate any
opportunity to expedite the process for him. Perhaps he could begin to draft the access and utility
easements and maintenance agreements for both lots. He might also consider how long the existing
house on proposed Lot 2 will be without sanitary sewer and what alternative service will be provided.
�� �. - U�1
April 11, 2005
Harts Sijanic
15234 40 Ave S
Tukwila, WA 98188
RE: 2 -Lot Short Plat
4024 S. 154 Street
L05 -017
Dear Hans:
Short plats are reviewed by the Short Plat Committee in a four -step process; 1. Preliminary
Approval of lot patterns, access and infrastructure schematic design; 2. Construction permit
approval (if applicable); 3. Installation of required improvements; 4. Final City approval of all
construction and recording with King County. Final documents must meet the King County
Recorder's Format requirements.
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
At this time, the initial application material you have provided allows the city to start a project
review. However the City Of Tukwila will require additional information to establish consistency
with development standards. I am including a list of the criteria the Short Plat Committee bases its
decision on for the Preliminary Approval of your Short Plat (TMC 17.12.020(C):
1. The proposed Short plat is in conformance with the Tukwila Comprehensive Plan and
any other such adopted plans.
2. Appropriate provisions have been made for water, storm drainage, erosion control and
sanitary sewage disposal for the short plat, which are consistent with current standards
and plans.
3. Appropriate provisions have been made for road, utilities and other improvements,
which are consistent with current standards and plans.
4. Appropriate provisions have been made for dedications, easements and reservations.
5. The design, shape and orientation of the proposed lots are appropriate to the proposed
use for which the lots are intended and are compatible with the area in which they are
located.
6. Appropriate provisions for the maintenance of commonly owned private facilities have
been made.
7. The short plat complies with the relevant requirements of the Tukwila Zoning
Ordinance and other relevant local regulations.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
• •
Your application has been sent on to the Departments of Public Works, Building and Fire. The
departmental review process could take upwards of two weeks.
If you have additional questions or comments, I can be reached at 206 433 -7166 or by email at
kdevlin @ci.tukwila.wa.us.
Sincerely,
Kathryn Devlin
Assistant Planner
cc. Allan Johnson
L05 -017
April 5, 2005
Hans Sijanic
15234 40 Ave S
Tukwila, WA 98188
RE: 2 -Lot Short Plat
4024 S. 154 Street
L05 -017
Dear Hans:
Sincerely,
Kathryn Devlin
Assistant Planner
Guy of Tukwila
Department of Community Development Steve Lancaster, Director
NOTICE OF COMPLETE APPLICATION
Steven M. Mullet, Mayor
Your application for the 2 -Lot Short Plat located at 4024 S. 154 Street, has been found to be
complete on April 5, 2005 for the purposes of meeting state mandated time requirements.
This determination of complete application does not preclude the ability of the City to require that
you submit additional plans or information, if in our estimation such information is necessary to
ensure the project meets the substantive requirements of the City or to complete the review process.
This notice of complete application applies only to the permit identified above. It is your
responsibility to apply for and obtain all necessary permits issued by other agencies. There may be
permits from other agencies required which we have not identified.
I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to
call me at (206) 433 -7166 or by email: kdevlin @ci.tukwila.wa.us.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
FOR STAFF USE ONLY Sierra Type: P-SS
Planner:
File Number: �„ 65 —o I .a
Application Complete (Date:
)
Project File Number:
Application Incomplete (Date:
)
Other File Numbers:
•
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan(a,ci.tukwiia.wa.us
APPLICATION
NAME OF PROJECT/DEVELOPMENT:
LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate
lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS.
11o24 1 5 Zi triA ST 7 x 1 0226 -
/52 5 4/o7 PVC 5 7#-D(# O 22 e
Quarter: Section: , Township: 2.3 Range:
(This information may be found on your tax statement.)
•
ECEIV .�. •_ ORT
MAR 1 7 2005 AT
DEVE LOPMENT
O P M NT
1 SS)
,
DEVELOPMENT COORDINATOR :
The individual who:
• has decision making authority on behalf of the applicant in meetings with City staff,
• has full responsibility for identifying and satisfying all relevant and sometimes overlapping
development standards, and
• is the primary contact with the City to whom all notices and reports will be sent.
Name: tl"Ael 5 t
40 24 as /S4f 5
Phone 2.0 ) 21//f -3 2/ 5 - czLL. (2 3 t 9 34 °F 3
AX:
E -mail: -4/4k15 5 Al/c- ,&,5 V. c:zo
Signature: Date: ///0 /0 4 /
Address:
ti 1c—
G: WPPHAN\LANDUSE.APP\SHTPLTPT.doc, 09/11/03
Check items
submitted
with
application
Information Required. May be waived in unusual cases, upon approval of both Pub ' _ rks
and Planning
""°"
` �,1 i, 1 7
APPLICATION MATERIALS: ® ��
N/
1. Application Checklist (1 copy) indicating items submitted with application.
2. Completed Application Form and drawings (4 copies).
3. One set of all plans reduced to 8 1/2" by 11 ". j ?<Ai
��//
4. Application Fee — up to 4 lots in LDR $500, other zones $1,000
-- 5 to 9 lots in all zones $1,000
5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA
Application Packet)
PUBLIC NOTICE MATERIALS:
6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public
notice board will be required on site within 14 days of the Department determining that a complete
application has been received (see SEPA Application).
7. If the project involves a short plat of 5 — lots: One (1) set of mailing labels for all property
owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each
unit in multiple- family buildings - -e.g. apartments, condos, trailer parks - -must be included (see
SEPA Application)
8. If the project involves a short plat of 5 — 9 lots: King County Assessor's map(s) which shows
the location of each property within 500 ft. of the subject lot
PROJECT DESCRIPTION AND ANALYSIS:
0
10. Vicinity Map with site location.
>
✓
11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known
easements and encumbrances, must be dated within 45 days of application filing.
LSV-k) ('/)Document
sewer and water availability if provided by other than the City of Tukwila.
13. A written discussion of project consistency with decision criteria (see Application).
L .Sv\ X%
Any required maintenance agreements, easements or other documents ready for recording.
v
15. Technical Information Report (TIR) including feasibility analysis per King County Surface
Water Design Manual (KCSWDM). For additional guidance contact Public Works.
16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC
18.45) for example wetland or geotechnical reports.
17. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets,
alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet.
COMPLETE APPLICATION CHECKLIST
The materials listed below must be submitted with your application unless specifically waived in writing by the Public
Works Department and the Department of Community Development. Please contact each Department if you feel that certain
items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public
hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL
MATERIALS MAY BE REQUIRED.
The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way
limit the City's ability to require additional information as needed to establish consistency with development standards.
City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community
Development) and 206 - 433 -0179 (Department of Public Works).
C:\N ora' s_Piles\Rcd_Book\SHTPLTAPP.doc, 01/10/03
v; D
iry
L ENT
Check items
submitted
with
application
Information Req.. May be waived in unusual cases, upone roval of both Public Works
and Planning
PLAT SURVEY: a template is available from the City in AutoCAD format
18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of
Tukwila file number and north arrow. It shall be drawn with black ink in record of survey
format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the
surveyor.
(b) Legal descriptions of the existing and proposed lots.
(c) The final plat documents must include all applicable certificates and approvals listed in
the "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the
surveyor and owner(s) must be signed prior to submittal.
(d) Existing and proposed lot lines shall be shown solid with new lines called out and lot
lines to be removed shall be shown dashed.
(e) Lot and block numbers shall begin with the number one (1) and be numbered
consecutively without omission or duplication.
(f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for
residential).
(g) Dash in required setback distances from all parcel lot lines.
(h) Fire access lanes and turn - arounds per Fire Department standards.
(i) Location of all tracts to be dedicated to any public or private purpose shall be
distinguished from lots intended for general development with notes stating their purpose and
limitations.
(j) Locations of existing and proposed public street rights -of -way and private access
easements.
_
(k) Location, dimension and purpose of existing and proposed easements. Provide recorded
documents which identify the nature and extent of existing easements.
LANDSCAPE PLAN: for 5 - 9 lot short plats
. . . _19
(a). Landscape planting plan stamped and signed by a Washington State licensed landscape
architect. Plan must include at least one tree in the front yard of each lot and meet Public Works
standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all
plantings. Maximum sheet size 24" x 36 ".
(b) Show all existing trees to be retained and any tree protection measures required (for
example fencing at drip line).
SENSITIVE AREAS PLAN:
20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas
and important geological and archaeological sites). For stream frontage provide existing and
proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood
elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ".
(b) Location of all required sensitive area buffers, setbacks tracts and protection measures.
(c) Show all trees over 4" caliper, indicating those to be retained.
(d) Show proposed lot and tract lines.
CIVIL PLANS: \ji l` a d a oz • e947: O ,5
L'31(
21. (a) One set of all Livil plans and analyses shall be stamped, signed and dated by a licensed
professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ".
(b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations
to NGVD 1929, if in a flood zone or flood -prone area.
LSry .
(c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft.
beyond the property line).
C:Woras Filesaed Book\SHTPLTAPP.doc, 01/10/03
Information Required.
Response
Total existing lots prior to Short Nat.
` s L "
' � .
Total lots in this Short Plat.
1 7 7i)05
COMMUNITY
"Y
Total acres involved in the Short Plat.
®EVEICIPMENT
Constraints (sensitive area, right of way,
retention /detention areas) in acres or sf.
Any preexisting uses?
Overall density (lots /acre).
LI NN
x
�X
-><
N A-
L1/49 x
L1IL(
1.311k 1C
Information Req 1. May be waived in unusual cases, upo proval of both Public Works
and Planning
(d) Total expected cut and fill for plat buildout.
(e) Existing and proposed utility easements and improvements, on site and in street (water,
sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of
purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth,
valve locations or the like are needed.
(f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out
total existing and proposed impervious surface in square feet. Include all storm drainage
conveyance systems, water quality features, detention structures, maintenance access and safety
features.
(g) Locate the nearest existing hydrant and all proposed hydrants.
(h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps.
(i) Plan, profile and cross - section for any right -of -way improvements.
(j) Show planned access to lots, driveways, fire access lanes and turn - arounds.
(k) Show the location and distance to proposed property lines of all existing structures,
indicating those to be removed. Show the expected location of all new buildings.
(1) Show proposed lot and tract lines.
Check items
submitted
with
application
P aV (\D
C: Nora's Files\Red Book\SHTPLTAPP.doc, 01/10/03
Pc t_ EASEuu KITS 4s, S P,A.pa.Te
GROWTH MANAGEMENT ACT REQUIRED INFORMATION
rkv
•
EXECUTED at YU * V( // L 4- (city),
AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS
PERMISSION TO ENTER PROPERTY
STATE OF WASHINGTON
COUNTY OF KING
The undersigned being duly sworn and upon oath states as follows:
I . I am the current owner of the property which is the subject of this application.
2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my
knowledge.
3. The application is being submitted with my knowledge and consent.
4. Owner grants the City,, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real
property, located at i f /o2 y Soc,-7; - ex/7 cee SL V
for the purpose of application review, for the limited time necessary to complete that purpose.
5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the
City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City.
6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests
for items on the "Complete Application Checklist" within ninety (90) days.
On this day personally appeared before me kk AC
executed the foregoing instrument and acknowledged th
purposes mentioned therein.
SUBSCRIBED AND SWORN TO BEFORE ME ON THIS
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan@ci.tukwila.wa.us
SS
ovr
W (state), on 0 / — 0 2 ,20 Q�
14R/5 5 /.7AM /c
(Print Name
4024 007 ENTEr aL
(Address)
C'206) 2e4 ti - 322
(Phone Number) �L
▪ Cn IIV`\ C— to me known to be the individual who
he signed' the same • er voluntary act and deed for the uses and
DAY OF
• , J . % t, t NOTARY PUBLIC in and for t
, I OI I j • �- 1 residing at
fi e' ��\ S $ '
�+� * • O Z t /My Commission expires on
• o NOTARY I.
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tl PUBLIC r ;
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to of Washn:tgn
If1 A NN �\ ``
3 6
EC 1 VED
MAR 1 7 2005
S EN T
, 20 0 5,--
To: ;lift MbrrOW naVe IVIOPlietSOn
Nick Olivas via Don Tomaso
Richard Tialcoehl
Rum Kathryn DvTill
City of Tu kwila
'Pais Sijarnit short plat
Date: August 22, 2005
Pi1o: ILO-5=047
'The ,` refenced short plat 'is ready foi fin Attached :are the documents
for reeording. Please indicate your approval by putting your initials next to your name
below, If you do not pprove, indicate any additional requirements below:
Approved by Nick Oliva
Approved by Jim Morrow
Approved by Richard Takochi
0:VS1161 F'latg\I:05=01 7 , final approvaLdoc
Department of Community D evekipment
MEMORANDUM
(inifiaIS)
Steven M. Mullet, Mayor
Steve Lantagter, Director
6300 SOUtheehter Botileilard, -Suite #100 ° 7likiVila Washington '981 • PhOhe 206-431'=.3670 Tak: 206-431-3665
IV
Parcel
Name
Site Address
Area Code
Block
2005 0
004300 -0223
SIJAMIC HARIS
024 -010
3
Parcel 004300 -0223 SIJAMIC HARTS
Parcel Data
Legal Description ADAMS HOME TRS 3RD ADD LOT 1 OF TUKWILA SHORT PLAT #L05 -017 REC #20050830900009 SD SP DAF - POR OF W
110 FT OF E 210 FT OF 2 -3 NLY OF RENTON- THREE TREE PT RD
Land Data
Present Use (unknown)
Zoning LDR
Jurisdiction TUKWILA
Property Type Code R
Lot 2 -3
Land SqFt 0 Use Exemption
Acres 0.00 Environmental No
Water No Topography No
Sewer /Septic (none) Traffic No
Views
Rainier No Sound No
Olympics No Lk Wash No
Cascades No Lk Samm No
Territorial No Lk/Riv /Crk No
Seattle No Other No
Waterfront
Location No Footage 0
Bank No Access Rights No
Tide /Shore No Prox. Influence No
Restricted No Poor Quality No
Building /Improvement
Tax Roll History
Appraised Taxable
Tax Yr Omit TaxValue Land Val Imp Val Total Land Val Imp Val Total
Yr Reason
20,000 0 20,000 20,000 0 20,000
Page 1 of 2
E Number Sale Date
Tax Yr Review# Review Type Appeal Val Hearing Dt Settlement Val Hearing Result Status
Number
1003610 Seg Merge
Exempt No Bldg No
Type Value Issue Date Jurisdiction Review Dt
0 9/20/2005
Date Rec Date Comp Beg Yr Est Cost
Summary Report for your area:
http: / /www. metrokc. gov /Assessor/ AreaReports /2005/ResidartiaV024.pdf
Visit Property Tax Information System to access your tax bill:
http://www.metrokc.gov/finance/treasury/kctaxinfo/
Visit Records Office's web site to view Excise Tax Affidavits:
http 46 129 54 93
Visit GIS Parcel Viewer for the map of the parcel:
http://www5.metrokc.gov/parcelviewer?P1N=0043000223
Parcel 004300 -0223 SIJAMIC HARIS
Sales History
Sale Price Instrument Sale Reason
Review History
Permit History
Home Improvement Exemption
Internet Resources
Glossary of Terms
http://www.metrokc.gov/AssessodeRealProperty/GlossaryTerms.html
Page 2 of 2
i
Page 1
Figure Name: LOT 1
Course: S 88 - - E
Course: S 01 -05 -55 w
Course: N 88 -10 -48 w
Course: S 01 -05 -55 w
Course: N 88 -10 -48 w
Course: N 01 - - E
Perimeter: 351.25
Figure Name: LOT 2
Course: S 88 - - E
Course: N 01 - - E
Course: S 88 - - E
Course: S 01 -05 -55 W
Course: S 63 -39 -01 w
Course: N 01 -05 -55 E
Perimeter: 488.67
05001
PROJECT: 05001
Distance: 110.00
Distance: 49.79
Distance: 45.09
Distance: 15.83
Distance: 64.91
Distance: 65.63
Area: 6504.40 0.15 acres
Mapcheck Closure - (Uses listed courses & COGO Units)
Error of Closure: 0.011 Course: S 00 - - E
Precision 1: 33332.21
Distance: 64.91
Distance: 15.83
Distance: 45.09
Distance: 98.11
Distance: 123.94
Distance: 140.79
Area: 12981.53 0.30 acres
Mapcheck Closure - (Uses listed courses & COGO Units)
Error of Closure: 0.006 Course: N 29 -40 -03 w
Precision 1: 85776.22
24" WITH 2" ON LEFT MARGIN AND 112" ON RIGHT MARGIN
DECLARATIl1N
CM, of Tukwila
tlapaaeos dame* Oaaarpad
q01 S s a m m a r S T W A W N
Talaphana ANY alaas PAX COM/al tole
Sao aa.dodlrrra...a
SHORT PLAT NUMBER
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and dmobad do bombs mai a shod auhdMobn tam,pnuad a ROW ILIUM
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adovaMgad Rd tains eared Ow — a Nam vMelryad aid daft Om
arm ad mimosa Swaht ma dmm6
GIVEN rear ed Mid and Wald and ab dry uL 14_
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ad asrmradyad That dam doted Os as • bJMwsdawy o and
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IAND @IMTORII DIONFICATI
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daaraad hawa awadnwbd by moo adaq supastbretlat Ow damn. war
ad aids an oars arson =NW slammamwda caw Om boa waaawn
eppawd for NOM eta OW doe, have boa Mead lot anon sand an W Grams
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APPROVALS
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are for as tb/eaho yea Wd an m so
deaugrdapwd arawna to us.OPd to Oa dam for auuwtnt ad Nod all wad ernatob on
ow dIM prapmb Mina dedleaada,n a% lad. ar/aa caw PAM tow m paid Is N .
Tea day Of 10
May Carob Imam Deputy ION County Treaarar
KIM COLONY ASBRSSOR7 APPROVAL
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TU WILA SNORT SUBDIVISION COMMITTEE APPFCVAL
Roared end approved bydn Ned 8hbdIalon Camatbe and Mindy corded Ax IRnp
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\ICINITY MAP
SURVEY /�1M 1M
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SHORT PLAT NUMBER
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PAGE
ALTA HOMEOWNER'S POLOOF TITLE INSURANCE (6/98)
Policy No.: 0- 9782 - 179279
Order No: 200496610
Policy Amount: $235,000.00
SCHEDULE A
Order Number: 200496610
Premium: $740.00
Date of Policy: October 14, 2004 at 3:15 PM
Deductible Amounts and Maximum Dollar Limits of Liability for Covered Risk, 14, 15, 16, and 18:
Your Deductible Amount Our Maximum Dollar Limit of Liability
Covered Risk 14: 1% of Policy Amount or $2,500.00 $10,000.00
(whichever is less)
Covered Risk 15: 1% of Policy Amount or $5,000.00 $25,000.00
(whichever is less)
Covered Risk 16: 1% of Policy Amount or $5,000.00 $25,000.00
(whichever is less)
Covered Risk 18: 1% of Policy Amount or $2,500.00 $5,000.00
(whichever is less)
Street Address of the Land: E152344 =401H AVENUE SOUJTHT UKWILA WA8".•1:88 2205,/
1. Name of Insured:
EDINA SIJAMIC AND HARIS SIJAMIC, WIFE AND HUSBAND
2. Your interest in the Land covered by this Policy is:
FEE SIMPLE S Cr. ► D
3. The land referred to in this Policy is described as: y f 7 `n�
cow'pAP►kI'Crg/
See Legal Description attached hereto as Exhibit "A" DEVELui.tvic AT
Schedule A
Policy No: 0- 9782 - 179279
Stewart
title guaranty company
ALTA HOMEOWNER'S POLI.F TITLE INSURANCE (6/98) • Order Number: 200496610
EXHIBIT "A"
THAT PORTION OF LOTS 2 AND 3, BLOCK 3, THIRD ADDITION TO ADAMS HOME
TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS,
PAGE(S) 17, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 3;
THENCE SOUTHWESTERLY ALONG THE WESTERLY LINE OF SAID BLOCK, A
DISTANCE OF 156 FEET;
THENCE EASTERLY PARALLEL WITH THE NORTH LINE OF SAID LOT 3 TO THE WEST
LINE OF THE EAST 210 FEET OF SAID LOTS 2 AND 3;
THENCE NORTHERLY ALONG SAID WEST LINE 149.8 FEET, MORE OR LESS, TO THE
NORTH LINE OF SAID LOT 3;
THENCE WESTERLY ALONG SAID NORTH LINE 60 FEET, MORE OR LESS, TO THE
POINT OF BEGINNING.
Schedule A
Policy No: 0- 9782 - 179279
RECEIVE
MAR r MO5
DEVELOPMENT
stewart
title guaranty company
ALTA HOMEOWNER'S POLIOF TITLE INSURANCE (6/98)
•
Schedule B
Policy No.: 0- 9782 - 179279
SCHEDULE B
Order [lumber: 200496610 Policy No: 0 9782 179279
EXCEPTIONS
In addition to the Exclusions, You are not insured against loss, costs, attorney's fees, and expenses
resulting from:
1. A RECORD OF SURVEY RECORDED FEBRUARY 20, 1996 UNDER RECORDING NO.
8602209013, SAID SURVEY DISCLOSES THE FOLLOWING MATTERS:
A) TREE ENCROACHMENT AT NORTHWESTERLY CORNER
B) 3 FOOT WIRE FENCE ALONG EASTERLY ADJOINER
2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: EDINA SIJAMIC AND HARIS SIJAMIC, WIFE AND
HUSBAND
TRUSTEE: STEWART TITLE COMPANY
BENEFICIARY: PINNACLE DIRECT FUNDING CORPORATION, A
CORPORATION
AMOUNT: $188,000.00
DATED: OCTOBER 12, 2004
RECORDED: OCTOBER 14, 2004
RECORDING NO.: 20041014002025
3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: EDINA SIJAMIC AND HARIS SIJAMIC
TRUSTEE: STEWART TITLE
BENEFICIARY: NATIONAL CITY BANK
AMOUNT: $47,000.00
DATED: OCTOBER 13, 2004
RECORDED: OCTOBER 14, 2004
RECORDING NO.: 20041014002026
NOTE: THIS DEED OF TRUST CONTAINS LINE OF CREDIT PRIVELEGES.
End of Exceptions
Page 2
stewart
title guaranty company
RECEIVED
►. ; 7 7005
COM UNITY
DEVELOPMENT
tewart v
•title
a •
WELLS FARGO HOME MORTGAGE, INC. /BLOOMINGTON
3601 MINNESOTA DRIVE, SUITE 200
BLOOMINGTON, MN 55435
ORDER NUMBER: 200355759
THANK YOU FOR USING STEWART TITLE
18000 International Boulevard South, Suite 510
SeaTac, Washington 98188
206- 770 -8700 • 888 -896 -1443
fax 206 - 770 -8703 • 253 - 882 -2033
I FINAL TITLE POLICY ENCLOSED
06/ 3 3 1kt/O
' f 7 7f0
OOMMU TY
DEVELOPMENT
ir you wan[ Iniormanon eoour coverage or neeo assistance io resume complaints. please (.au Vur n7n , . rvLIu . LW' ,JVC.
make a claim under your policy. you mt jlurnish written notice in accordance with Section 3 [he Conditions and Stipulations.
Visit our World -Wide Web site at: http:/. w.stewert.com
C c C C CC) C 3C;7
in :"'ia^"�.s� r
POLICY OF TITLE INSURANCE ISSUED BY
STEWART TITLE
GUARANTY COMPANY
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CON-
TAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, STEWART TITLE GUARANTY
COMPANY, a Texas corporation. herein called the Company, insures, as of Date of Policy shown in Schedule
A, against loss or damage, not exceeding the Amount of Insurance stated In Schedule A. sustained or incurred
by the insured by reason of:
1. Title to the estate or interest described in Schedule A being vested other than as stated therein;
2. Any defect in or lien or encumbrance on the title; l
3. Unmarketability of the title:
4. Lack of a right of access to and from the land; .0
5. The invalidity or unenforceability of the lien of the insured mortgage upon the title;
1.0
6. The priority of any lien or encumbrance over the lien of the insured mortgage; 0
7. Lack of priority of the lien of the insured mortgage over any statutory lien for services, labor or material:
8. The invalidity or unenforceability of any assignment of the insured mortgage, provided the assignment is shown in Schedule A,
(a) arising from an improvement or work related to the land which is contracted for or commenced prior to Date of Policy: or
(b) arising from an improvement or work related to the land which is contracted for or commenced subsequent to Date of Poi -
.� • icy and which is financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at
Date of Policy the insured has advanced or is obligated to advance; {
l
I or the failure of the assignment shown in Schedule A to vest title to the insured mortgage in the named insured assignee free
and dear of all liens. �
{� The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title or the lien of the insured mort- 0
. gage, as insured, but only to the extent provided in the Conditions and Stipulations.
1: t In witness whereof, Stewart Title Guaranty Company has caused this policy to be signed and sealed by its duly authorized officers
as of Date of Policy shown in Schedule A.
r STEWA TITLE ' 0
GUARANTY COMPANY Q
0...... . §
hairman of th oar. President
tf Countersig .' - B � � ., CU4
L 4POR� •
AuthefiZe�g 1064 t. �� *_ r 'roi
1908 Isl-
.', _ off :
i Company S am ' � .?/-1';:k
City. State
ALTA LOAN POLICY - 10 -17 -92
l � EXCLUSIONS FROM COVERAGE
U r� The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage. costs. attorneys' fees or
expenses which arise by reason of:
1. (a) Any taw, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting,
regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character. dimensions or location of any improvement
now or hereafter erected on the land: (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land
is or was a part; or (iv) environmental protection, or the effect of any violation of these laws. ordinances or governmental regulations. except to the
extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the
land has been recorded in the public records at Date of Policy.
(b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect.
lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy.
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from
coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge.
`ice;, M -9994- 6694852
1 101 No
>03> cA cCz. clD CS) Ce7c0>cl}(S)
vfNlfv{
I. yaou
• •
EXCLUSIONS FROM COVERAGE Continued
3. Detects, liens. encumbrances. adverse daims or other matters:
(a) created. suffered, assumed or agreed to by the insured claimant:
(b) not known to the Company, not recorded in the public records at Date of Policy. but known to the insured claimant and not disclosed in writing to the Company by the
insured claimant prior to the date the insured claimant became an insured under this policy;
(c) resulting in no loss or damage to the insured claimant;
(d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien
for services. labor or material); or
(e) resutting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage.
4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of
the indebtedness, to comply wth applicable doing business laws of the state in which the land is situated.
5. Invalidity or unenforceabifty of the lien of the insured mortgage. or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based
upon usury or any consumer credit protection or truth in lending law.
6. Any statutory lien for services, labor or materials ( or the claim of priority of any statutory lien for services. labor or materials over the lien of the insured mortgage) arising
from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of
the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance.
7. Any claim. which arises out of the transaction creating the interest of the mortgagee insured by this policy. by reason of the operation of federal bankruptcy. state insol-
vency, or similar creditors rights laws, that is based on:
(a) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or
(b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or
(c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure:
(i) to timely record the instrument of transfer; or
(hi) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor.
CONDITIONS AND STIPULATIONS
1. DEFINITION OF TERMS estate or interest in the land by foreclosure, trustee's sale, conveyance in lieu of
The following terms when used in this policy mean: foreclosure, or other legal manner which discharges the lien of the insured mod-
(a) insured': the insured named in Schedule A. The term 'insured' also gage; (i) a transferee of the estate or interest so acquired from an insured corpora
includes Lion, provided the transferee is the parent or wholly owned subsidiary of the insured
(i) the owner of the indebtedness secured by the insured mortgage and corporation, and their corporate successors by operation of law and not by purchase,
each successor in ownership of the indebtedness except a successor who is an obli- subject to any rights or defenses the Company may have against any predecessor
gor under the provisions of Section 12(c) of these Conditions and Stipulations insureds: and (iii) any governmental agency or governmental instrumentality which
(reserving, however, all rights and defenses as to any successor that the Company acquires all or any part of the estate or interest pursuant to a contract of insurance or
would have had against any predecessor insured. unless the successor acquired the guaranty insuring or guaranteeing the indebtedness secured by the insured mort-
indebtedness as a purchaser for value without knowledge of the asserted detect, gage.
Tien, encumbrance, adverse claim or other matter insured against by this policy as (b) Atter Conveyance of Title. The coverage of this policy shall continue in
affecting title to the estate or interest in the land); force as of Date of Policy in favor of an insured only so long as the insured retains
(ii) any governmental agency or governmental instrumentality which is an an estate or interest in the land, or holds an indebtedness secured by a purchase
insurer or guarantor under an insurance contract or guaranty insuring or guarantee - money mortgage given by a purchaser from the insured, or only so tong as the
ing the indebtedness secured by the insured mortgage, or any part thereof, whether insured shall have liability by reason of covenants of warranty made by the insured
named as an insured herein or not; in any transfer or conveyance of the estate or interest This polity shall not continue
(iii) the parties designated in Section 2(a) of these Conditions and in force in favor of any purchaser from the insured of either (i) an estate or interest in
Stipulations. the land, or (ii) an indebtedness secured by a purchase money mortgage given to
(b) insured claimant': an insured claiming loss or damage. the insured.
(c) 'knowledge' or 'known': actual knowledge, not constructive knowledge or (c) Amount of Insurance: The amount of insurance after the acquisition or
notice which may be imputed to an insured by reason of the public records as after the conveyance shall in neither event exceed the least of:
defined in this policy or any other records which impart constructive notice of matters (i) the Amount of Insurance stated in Schedule A;
affecting the land. (ii) the amount of the principal of the indebtedness secured by the insured
(d) 'land': the land described or referred to in Schedule A, and improvements mortgage as of Date of Policy. interest thereon, expenses of foreclosure, amounts
affixed thereto which by law constitute real property. The term land' does not advanced pursuant to the insured mortgage to assure compliance with laws or to
include any property beyond the tines of the area described or referred to in Sched- protect the lien of the insured mortgage prior to the time of acquisition of the estate
ule A, nor any right, title, interest, estate or easement in abutting streets, roads, aye- or interest in the land and secured thereby and reasonable amounts expended to
hues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the prevent deterioration of improvements. but reduced by the amount of all payments
extent to which a right of access to and from the land is insured by this policy. made; or
(e) 'mortgage': mortgage, deed of trust, trust deed, or other security instru- (iii) the amount paid by any governmental agency or governmental instru-
ment. mentality, if the agency or Instrumentality is the insured claimant. in the acquisition of
(f) "public records': records established under state statutes at Date of Policy the estate or interest in satisfaction of its insurance contract or guaranty.
for the purpose of imparting constructive notice of matters relating to real property to 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT.
purchasers for value and without knowledge. With respect to Section 1(a)(iv) of the The insured shall notify the Company promptly in writing (i) in case of any litiga-
Exclusions From Coverage, 'public records' shall also include environmental protec- lion as set forth in Section 4(a) below, (ti) in case knowledge shall come to an
tion liens filed in the records of the clerk of the United States district court for the dis• insured hereunder of any claim of title or interest which is adverse to the title to the
trio in which the land is located. estate or interest or the lien of the insured mortgage. as insured. and which might
(g) 'unmarketability of the title': an alleged or apparent matter affecting the title cause loss or damage for which the Company may be liable by virtue of this policy,
to the land, not excluded or excepted from coverage. which would entitle a pur- or (iii) if title to the estate or interest or the lien of the insured mortgage, as insured.
chaser of the estate or interest described in Schedule A or the insured mortgage to is rejected as unmarketable. If prompt notice shall not be given to the Company,
be released from the obligation to purchase by virtue of a contractual condition then as to the insured all liability of the Company shall terminate with regard to the
requiring the defveiy of marketable title. matter or matters for which prompt notice is required; provided, however, that failure
2. CONTINUATION OF INSURANCE to notify the Company shall in no case prejudice the rights of any insured under this
(a) After Acquisition of Title. The coverage of this policy shall continue in policy unless the Company shall be prejudiced by the failure and then only to the
force as of Date of Policy in favor of (i) an insured who acquires all or any part of the extent of the prejudice.
ALTA LOAN POLICY
Order Number: 200355759 Policy No.: M- 9994 - 6694852
Date of Policy: April 7, 2003 at 11 :47 AM Lender Loan No.: 0023318405
Amount of Insurance: $87,000.00 Premium: $230.00
1. Name of Insured:
WELLS FARGO HOME MORTGAGE, INC., A CALIFORNIA CORPORATION, ITS
SUCCESSORS AND /OR ASSIGNS
2. The estate or interest in the land which is encumbered by the insured mortgage is:
FEE SIMPLE
3. The estate or interest referred to herein is at Date of Policy vested in:
HARIS SIJAMIC AND EDINA SIJAMIC, HUSBAND AND WIFE
4. The insured mortgage and assignments thereof, if any, are described as follows:
DEED OF TRUST:
GRANTOR: HARIS SIJAMIC AND EDINA SIJAMIC, HUSBAND
AND WIFE
TRUSTEE: STEWART TITLE
BENEFICIARY: WELLS FARGO HOME MORTGAGE, INC., A
CALIFORNIA CORPORATION
AMOUNT: $87,000.00
DATED: APRIL 1, 2003
RECORDED: APRIL 7, 2003
RECORDING NO.: 20030407001885
5. The land referred to herein is situated in the State of Washington, County of King and
is described as follows:
See Legal Description attached hereto as Exhibit "A"
Schedule A
Policy No.: M•9994- 6694852
0 • ..
SCHEDULE A
tewart
guaranty company
ALTA LOAN POLICY
THAT PORTION OF THE WEST 110 FEET OF THE EAST 210 FEET OF LOTS 2� AND 3,,
BL OCK 3,=ADAMS HOME TRACTS THIRD ADDITION, LYING NORTHERLY OF RENTON-
THREE TREE POINT ROAD, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 15 OF PLATS, PAGE(S) 17, RECORDS OF KING COUNTY, WASHINGTON.
Schedule A
Policy No.: M- 9994 - 6694852
EXHIBIT "A"
Stewart
title guaranty company
ALTA LOAN POLICY
• •
SCHEDULE B
PART I
Exceptions from Coverage
Order Number: 200355759 Policy No.: M- 9994 - 6694852
This policy does not insure against loss or damage (and the Company
will not pay costs, attorneys' fees or expenses) which arise by reason of:
1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30
THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31
YEAR: 2003
AMOUNT BILLED: $2,234.86
AMOUNT PAID: $1,117.43
AMOUNT DUE: $1,117.43, PLUS INTEREST AND PENALTY,
IF DELINQUENT
LEVY CODE: 2413
TAX ACCOUNT NO.: 004300 - 0225 -08
ASSESSED VALUATION:
LAND: $50,000.00
IMPROVEMENTS: $120,000.00
Schedule 8 - Part I
Policy No.: M- 9994 - 6694852
End of Exceptions
Page 1
L -_stewart
title guaranty company
ALTA LOAN POLICY
None
Schedule B - PART II
Policy No.: M- 9994 - 6694852
• •
SCHEDULE B (continued)
PART II
Order Number: 200355759 Policy No.: M- 9994 - 6694852
In addition to the matters set forth in Part I of this Schedule, the title to the estate or interest
in the land described or referred to in Schedule A is subject to the following matters, if any
be shown, but the Company insures that these matters are subordinate to the lien or charge
of the insured mortgage upon said estate or interest.
Page 1
Stewart
title guaranty company
(i) plant diseases, pests, or rodents;
(iii) snow or ice removal;
ENVIIIINMENTAL PROTECTION LIEN ENDMENT
AWACHED TO POLICY NUMBER M- 9994 4852
Issued By
STEWART TITLE
GUARANTY COMPANY
HEREIN CALLED THE COMPANY
Order Number: 200355759 Charge: S 0.00
The insurance afforded by this endorsement is only effective if the land is used or is to be used primarily for residential purposes.
The Company insures the insured against loss or damage sustained by reason of lack of priority of the lien of the insured mortgage
over:
a) any environmental protection lien which, at the Date of Policy, is recorded in those public records established under state
statutes at the Date of Policy for the purpose of imparting constructive notice of matters relating to real property to
purchasers for value and without knowledge, or filed in the records of the clerk of the United States district court for the
district in which the land is located, except as set forth In Schedule B; or
b) any environmental protection lien provided for by any state statute in effect at the Date of Policy, except environmental
protection liens provided for by the following state statutes:
The 'Mill Tailings Licensing and Perpetual Care Act of 1979`, codified as RCW 70.121.010, et. seq.
For the purposes of this paragraph (b). a statute shall be deemed a "state statute' only insofar as it provides for an environmental
protection lien arising or created by reason of matters other than those listed under 'Excluded Matters' below.
Excluded Matters
(ii) water drainage or flood control, mining reclamation, weed abatement, or unfit buildings (where the applicable statutory provisions
do not expressly relate to pollution or to hazardous or toxic wastes or substances;
(iv) charges, taxes or assessments authorized by any state statute to be imposed by local political subdivisions or districts of the state
(except where such charges, taxes or assessments, by express provisions of the applicable statute, relate to pollution or to
hazardous or toxic wastes or substances).
This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsement
thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior
endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount
thereof.
Signed under seal for the Company, but this endorsement is to be valid only when it bears an authorized countersignature.
S T E W A R T T I T L E
GUARANTY COMPANY
//CU 1
) • • Lo /4 \
`�'• 1908 '
Countersigned: CSIAGZ., ' k
Authorized Countersignature
STEWART TITLE
18000 INTERNATIONAL BLVD. S. SUITE 510
SEATAC, WA 98188
ALTA ENDORSEMENT - Form 8.1 (Environmental Protection Lien)
• COMPREHENSIVE ENDORSEMENT
ATTACHED TO AND MADE A PART OF POLICY OF TITLE INSURANCE
SERIAL NUMBER M- 9994 - 6694852
STEWART TITLE
GUARANTY COMPANY
HEREIN CALLED THE COMPANY
Order Number: 200355759 Charge: $0.00
The Company hereby insures against loss which the insured shall sustain by reason of any of the following matters:
1. Any incorrectness in the assurance which the Company hereby gives:
(a) That there ate no covenants, conditions or restrictions under which the lien of the mortgage referred to in Schedule A can be cut off,
subordinated, or otherwise impaired;
(b) That there are no present violations on the land of any enforceable covenants, conditions or restrictions;
(c) That, except as shown in Schedule B, there are no encroachments of buildings, structures or improvements located on the land onto adjoining
lands, nor any encroachments onto the land of buildings.
structures or improvements located on adjoining lands.
2. (a) Any future violations on the land of any covenants, conditions or restrictions occurring prior to acquisition of title to the estate or interest
referred to in Schedule A by the insured, provided such violations result in impairmont or loss of the lien of the mortgage referred to in Schedule A,
or result in Impairment or loss of the title to the estate or interest referred to in Schedule A if the insured shall acquire such title in satisfaction of
the indebtedness secured by the insured mortgage:
(b) Unmarketability of the title to the estate or interest referred to in Schedule A by reason of any violations on said land, occurring prior to
acquisition of title to the estate or interest referred to In Schedule A by the Insured, of any covenants, conditions or restrictions.
3. Damage to existing improvements, including lawns, shrubbery or trees
(a) Which are located or encroach upon that portion of the land subject to any easement shown in Schedule B, which damage results from the
exercise of the right to use or maintain such easement for the purposes for which the same was granted or reserved;
(b ) Resulting from the exercise of any right to use the surface of the land for the extraction or development of the minerals excepted from the
description of the land or shown as a reservation in Schedule 8.
4. Any final court order or judgment requiring removal from any land adjoining the land of any encroachment shown in Schedule B.
Wherever in this endorsement any or all the words 'covenants, conditions or restrictions' appear, they shall not be deemed to refer to or include the
terms, covenants, conditions or restrictions contained in any lease referred to in Schedule A.
For purposes of this endorsement, the words 'covenants,' "conditions" or "restrictions" shall not be deemed to refer to or include any covenants,
conditions or restrictions relating to environmental protection, except to the extent that a notice of a violation or alleged violation affecting the land has
been recorded in the public records at Date of Policy and is not excepted in Schedule B.
This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsement thereto. Except to
the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior endorsements, nor does it extend the effective
date of the policy and any prior endorsements, nor does it increase the face amount thereof.
Signed under seal for the Company, but this endorsement is to be valid only when it bears an authorized countersignature.
S T E W A R T T I T L E
GUARANTY COMPANY
Countersigned:
Authorized Countersignature
STEWART TITLE
18000 INTERNATIONAL BOULEVARD SOUTH SUITE 510
SEATAC, WA 98188
CLTA Comprehensive Endorsement 100
Authorized Countersignature
LOCATION OFD, DESIGNATION OF IMPROVEMENTS ENDORSEMENT
ATTACHED TO AND MADE A PART OF POLICY OF TITLE INSURANCE
SERIAL NUMBER M- 9994 - 6694852
re.n... or u.IDo.rd
0
Countersigned: ..aa4,
STEWART TITLE
18000 INTERNATIONAL BLVD. S. SUITE 510
SEATAC, WA 98188
STEWART TITLE
GUARANTY COMPANY
HEREIN CALLED THE COMPANY
Order Number: 200355759 Charge: $ 0.00
The Company hereby insures the owner of the indebtedness secured by the insured mortgage against loss or
damage which the insured shall sustain by reason of the failure of a SINGLE FAMILY RESIDENCE known as
4024 SOUTH 154TH STREET, TUKWILA, WA 98188 to be located on the land at Date of Policy.
This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior
endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the
policy and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor
does it increase the face amount thereof
Signed under seal for the Company, but this endorsement is to be valid only when it bears an authorized countersignature.
S T E W A R T T I T L E
GUARANTY COMPANY
CLTA Location of Land, Designation of Improvements Endorsement 116
•
title
Section Township Range
Short Plat Rec. No.
Volume ` 1 Page_ 1 7
This sketch is provided without charge for your information. It is not intended to show all matters related to the property including,
but not limited to area, dimensions, easements, encroachments or location of boundaries. It is not a part of nor does it modify. the
commitment or policy to which it is attached. The company assumes NO LIABILITY for any mattes related ro this sketch. Reference
should be made to an accurate survey tor ftutt r information.
N
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? b'4:]•+ +f. � .. r a '- A - r.
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'4. DEFENSE AND PROSECUTION OF ACTIIIODUTY OF INSURED
CLAIMANT TO COOPERATE.
(a) Upon written request by the insured and subject to the options contained in
Section 6 of these Conditions and Stipulations. the Company, at its own cost and
without unreasonable delay, shall provide for the defense of an insured in litigation in
which any thirdparty asserts a claim adverse to the title or interest as insured, but
only as to those slated causes of action alleging a defect, Gen or encumbrance or
other matter insured against by this policy. The Company shall have the right to
select counsel of its choice (subject to the right of the insured to object for reason-
able cause) to represent the insured as to those staled causes of action and shall
not be liable for and will not pay the fees of any other counsel. The Company will
not pay any fees, costs or expenses incurred by the insured in the defense of those
causes of action which allege matters not insured against by this policy.
(b) The Company shall have the right. at its own costs. to institute and prose-
cute any action or proceeding or to do any other act which in its opinion may be nec-
essary or desirable to establish the title to the estate or interest or the lien of the
insured mortgage, as insured, or to prevent or reduce loss or damage to the insured.
The Company may take any appropriate action under the terms of this policy,
whether or not it shall be liable hereunder, and shall not thereby concede liability or
waive any provision of this policy. If the Company shall exercise its rights under this
paragraph, it shall do so diligently.
(c) Whenever the Company shall have brought an action or interposed a
defense as required or permitted by the provisions of this policy, the Company may
pursue any litigation to final determination by a court of competent jurisdiction and
expressly reserves the right. in its sole discretion, to appeal from any adverse judge-
ment or order.
(d) In all cases where this policy permits or requires the Company to prosecute
or provide for the defense of any action or proceeding, the insured shall secure to
the Company the right to so prosecute or provide defense in the action or proceed-
ing, and all appeals therein, and permit the Company to use, at its option, the name
of the insured for this purpose. Whenever requested by the Company, the insured,
at the Company's expense. shall give the Company all reasonable aid (i) in any ac-
tion or proceeding, securing evidence, obtaining witnesses, prosecuting or defending
the action or proceeding, or effecting settlement, and (ii) in any other lawful act which
in the opinion of the Company may be necessary or desirable to establish the title to
the estate or interest or the lien of the insured mortgage. as insured. If the Company
is prejudiced by the failure of the insured to furnish the required cooperation, the
Company's obligations to the insured under the policy shall terminate, including any
liability or obligation to defend, prosecute, or continue any litigation, with regard to
the matter or matters requiring such cooperation. •
5. PROOF OF LOSS OR DAMAGE.
In addition to and after the notices required under Section 3 of these Conditions
and Stipulations have been provided the Company, a proof of loss or damage signed
and sworn to by the insured claimant shall be furnished to the Company within 90
days atter the insured claimant shall ascertain the facts giving rue to the loss or
damage. The proof of loss or damage shall describe the defect in, or lien or encum-
brance on the title, or other matter insured against by this policy which constitutes
the basis of loss or damage and shall state, to the extent possible, the basis of cal-
culating the amount of the loss or damage. If the Company is prejudiced by the fail-
ure of the insured claimant to provide the required proof of loss or damage, the
Company's obligations to the insured under the policy shall terminate, including any
liability or obligation to defend, prosecute, or continue any litigation, with regard to
the matter or matters requiring such proof of loss or damage.
In addition, the insured claimant may reasonably be required to submit to exami-
nation under oath by any authorized representative of the Company and shall pro-
duce for examination, inspection and copying, at such reasonable times and places
as may be designated by any authorized representative of the Company, all records,
books. ledgers. checks, correspondence and memoranda. whether bearing a date
before or after Date of Policy, which reasonably pertain to the loss or damage. Fur-
ther, if requested by any authorized representative of the Company, the insured
claimant shall grant its permission, in writing, for any authorized representative of the
Company to examine, inspect and copy all records, books, ledgers, checks. corre-
spondence and memoranda in the custody or control of a third party, which reason-
ably pertain to the loss or damage. All information designated as confidential by the
insured claimant provided to the Company pursuant to this Section shall not be dis-
closed to others unless, in the reasonable judgment of the Company, it is necessary
in the administration of the daim. Failure of the insured claimant to submit for exam-
ination under oath, produce other reasonably requested information or grant permis-
sion to secure reasonably necessary information from third parties as required in this
CONDITIONS AND STIPULATIONS (continued from reverse side of Policy Face)
paragraph, unless pro by law or governmental regulation, shall terminate any
liability of the Compan r this policy as to that claim.
6. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF
LIABILITY.
In case of a claim under this policy, the Company shall have the following addi-
tional options:
(a) To Pay or Tender Payment of the Amount of Insurance or to Purchase
the Indebtedness.
(i) to pay or tender payment of the amount of insurance under this policy
together with any costs. attorneys' fees and expenses incurred by the insured claim-
ant, which were authorized by the Company. up to the time of payment or tender of
payment and which the Company is obligated to pay; or
(ii) to purchase the indebtedness secured by the insured mortgage for the
amount owing thereon together with any costs, attorneys' fees and expenses
incurred by the insured claimant which were authorized by the Company up to the
time of purchase and which the Company is obligated to pay.
If the Company offers to purchase the indebtedness as herein provided, the
owner of the indebtedness shall transfer, assign, and convey the indebtedness and
the insured mortgage, together with any collateral security, to the Company upon
payment therefor.
Upon the exercise by the Company of either of the options provided for in para-
graphs a(i) or (ii), all liability and obligations to the insured under this policy, other
than to make the payment required in those paragraphs, shall terminate. including
any liability or obligation to defend, prosecute, or continue any litigation, and the pol-
icy shall be surrendered to the Company for cancellation.
(b) To Pay or Otherwise Settle With Parties Other than the Insured or With
the Insured Claimant.
(i) to pay or otherwise settle with other parties for or in the name of an
insured claimant any claim insured against under this policy, together with any costs,
attorneys' fees and expenses incurred by the insured claimant which were autho-
rized by the Company up to the time of payment and which the Company is obli-
gated to pay: or
(ii) to pay or otherwise settle with the insured claimant the loss or damage
provided for under this policy, together with any costs, attorneys' fees and expenses
incurred by the insured claimant which were authorized by the Company up to the
time of payment and which the Company is obligated to pay.
Upon the exercise by the Company of either of the options provided for in para-
graphs b(i) or (ii), the Company's obligations to the insured under this policy for the
claimed loss or damage, other than the payments required to be made. shall termi-
nate, including any liability or obligation to defend, prosecute or continue any litiga-
tion.
7. DETERMINATION AND EXTENT OF LIABILITY.
This policy is a contract of indemnity against actual monetary loss or damage
sustained or incurred by the insured claimant who has suffered loss or damage by
reason of matters insured against by the policy and only to the extent herein
described
(a) The liability of the Company under this policy shall not exceed the least of:
(i) the Amount of Insurance stated in Schedule A. or. if applicable, the
amount of insurance as defined in Section 2(c) of these Conditions and Stipulations:
(ii) the amount of the unpaid principal indebtedness secured by the insured
mortgage as limited or provided under Section 8 of these Conditions and Stipulations
or as reduced under Section 9 of these Conditions and Stipulations, at the time the
loss or damage insured against by this policy occurs, together with interest thereon;
or
(iii) the difference between the value of the insured estate or interest as
insured and the value of the insured estate or interest subject to the defect, lien or
encumbrance insured against by this policy.
(b) In the event the insured has acquired the estate or interest in the manner
described in Section 2(a) of these Conditions and Stipulations or has conveyed the
title, then the liability of the Company shall continue as set forth in Section 7(a) of
these Conditions and Stipulations.
(c) The company will pay only those costs, attorneys' fees and expenses
incurred in accordance with Section 4 of these Conditions and Stipulations.
8. LIMITATION OF LIABILITY.
(a) If the Company establishes the title, or removes the alleged defect, lien or
encumbrance, or cures the lack of a right of access to or from the land. or cures the
claim of unmarketability of title, or otherwise establishes the lien of the insured mort-
gage, all as insured, in a reasonably diligent manner by any method, including
(continued and concluded on reverse side)
*•conditions and stipulations continued and co - ed
litigation and the completion of any appeals it shall have fully performed
its obligations with respect to that matter and sha t not be liable for any loss or dam-
age caused thereby.
(b) In the event of any litigation, including litigation by the Company or with the
Company's consent, the Company shall have no liability for loss or damage until
there has been a final determination by a court of competent jurisdiction, and dispo-
sition of all appeals therefrom, adverse to the title or to the lien of the insured mort-
gage, as insured.
(c) The Company shall not be liable for loss or damage to any insured for lia-
bility voluntarily assumed by the insured in settling any daim or suit without the prior
written consent of the Company.
(d) The Company shall not be liable for: (i) any indebtedness created subse-
quent to Date of Policy except for advances made to protect the lien of the insured
mortgage and secured thereby and reasonable amounts expended to prevent deteri-
. oration of improvements; or (ii) construction loan advances made subsequent to
Date of Policy, except construction loan advances made subsequent to Date of Pol-
icy for the purpose of financing in whole or in part the construction of an improve-
ment to the land which at Date of Policy were secured by the insured mortgage and
which the insured was and continued to be obligated to advance at and after Date of
Policy.
9. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF
LIABILITY.
(a) All payments under this policy, except payments made for costs, attorneys'
fees and expenses, shall reduce the amount of the insurance pro tanto. However,
any payments made prior to the acquisition of title to the estate or interest as pro-
vided in Section 2(a) of these Conditions and Stipulations shall not reduce pro tanto
the amount of the insurance afforded under this policy except to the extent that the
payments reduce the amount of the indebtedness secured by the insured mortgage.
(b) Payment in pall by any person of the principal of the indebtedness, or any
other obligation secured by the insured mortgage, or any voluntary partial satisfac-
tion or release of the insured mortgage, to the extent of the payment, satisfaction or
release, shall reduce the amount of insurance pro tanto. The amount of insurance
may thereafter be increased by accruing interest and advances made to protect the
lien of the insured mortgage and secured thereby, with interest thereon, provided in
no event shall the amount of insurance be greater than the Amount of Insurance
stated in Schedule A.
(c) Payment in full by any person or the voluntary satisfaction or release of the
insured mortgage shall terminate all liability of the Company as provided in
Section 2(a) of these Conditions and Stipulations.
10. UABIUTY NONCUMULATIVE.
If the insured acquires title to the estate or interest in satisfaction of the indebt-
edness secured by the insured mortgage, or any part thereof, it is expressly under-
stood that the amount of insurance under this policy shall be reduced by any amount
the Company may pay under any policy insuring a mortgage to which exception is
taken in Schedule B or to which the insured has agreed, assumed. or taken subject,
or which is hereafter executed by an insured and which is a charge or lien on the
estate or interest described or referred to in Schedule A, and the amount so paid
shall be deemed a payment under this policy.
11. PAYMENT OF LOSS.
(a) No payment shall be made without producing this policy for endorsement of
the payment unless the policy has been lost or destroyed, in which case proof of loss
' or destruction shall be furnished to the satisfaction of the Company.
(b) When liability and the extent of loss or damage has been definitely fixed in
, accordance with these Conditions and Stipulations, the loss or damage shall be pay-
able within 30 days thereafter.
12. SUBROGATION UPON PAYMENT OR SETTLEMENT.
(a) The Company's Right of Subrogation.
Whenever the Company shall have settled and paid a claim under this policy, all
. right of subrogation shall vest in the Company unaffected by any act of the insured
claimant.
The Company shall be subrogated to and be entitled to all rights and remedies
which the insured claimant would have had against any person or property in respect
to the claim had this policy not been issued. If requested by the Company, the
insured claimant shall transfer to the Company all rights and remedies against any
person or property necessary in order to perfect this right of subrogation. The
insured claimant shall permit the Company to sue, compromise or settle in the name
of the insured claimant and to use the name of the insured claimant in any transac-
tion or litigation involving these rights or remedies.
If a payment on t of a daim does not fully cover the loss of the insured
claimant, the Company be subrogated to all rights and remedies of the insured
claimant after the insured claimant shall have recovered its principal, interest, and
costs of collection.
(b) The Insured's Rights and limitations.
Notwithstanding the foregoing, the owner of the indebtedness secured by the
insured mortgage, provided the priority of the lien of the insureo mortgage or its
enforceability is not affected, may release or substitute the personal liability of any
debtor or guarantor, or extend or otherwise modify the terms of payment, or release
a portion of the estate or interest from the lien of the insured mortgage, or release
any collateral security for the indebtedness.
When the permitted acts of the insured claimant occur and the insured has
knowledge of any claim of title or interest adverse to the title to the estate or interest
or the priority or enforceability of the lien of the insured mortgage, as insured, the
Company shall be required to pay only that part of any losses insured against by this
policy which shall exceed the amount, if any, lost to the Company by reason of the
impairment by the insured claimant of the Company's right of subrogation.
(c) The Company's Rights Against Non - Insured Obligors.
The Company's right of subrogation against non - insured obligors shall exist and
shall include, without limitation, the rights of the insured to indemnities, guaranties,
other policies of insurance or bonds. notwithstanding any terms or conditions con-
tained in those instruments which provide for subrogation rights by reason of this
policy
The Company's right of subrogation shall not be avoided by acquisition of the
insured mortgage by an obligor (except an obligor described in Section 1(a)(ii) of
these Conditions and Stipulations) who acquires the insured mortgage as a result of
an indemnity, guarantee, other policy of insurance, or bond and the obligor will not
be an insured under this policy, notwithstanding Section 1(a)(i) of these Conditions
and Stipulations.
13. ARBITRATION
Unless prohibited by applicable law, either the Company or the insured may
demand arbitration pursuant to the Title Insurance Arbitration Rules of the American
Arbitration Association. Arbitrable matters may include, but are not limited to, any
controversy or daim between the Company and the insured arising out of or relating
to this policy, any service of the Company in connection with its issuance or the
breach of a policy provision or other obligation. All arbitrable matters when the
Amount of Insurance is $1,000,000 or less shall be arbitrated at the option of either
the Company or the insured. All arbitrable matters when the Amount of Insurance is
in excess of $1,000,000 shall be arbitrated only when agreed to by both the Com-
pany and the insured. Arbitration pursuant to this policy and under the Rules in
effect on the date the demand for arbitration is made or, at the option of the insured,
the Rules in effect at Date of Policy shall be binding upon the parties. The award
may include attorneys' fees only if the laws of the state in which the land is located
permit a court to award attorneys' tees to a prevailing party. Judgment upon the
award rendered by the Arbitrator(s) may be entered in any court having jurisdiction
thereof.
The law of the situs of the land shall apply to an arbitration under the Title Insur-
ance Arbitration Rules.
A copy of the Rules may be obtained from the Company upon request.
14. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT.
(a) This policy together with all endorsements, if any, attached hereto by the
Company is the entire policy and contract between the insured and the Company. In
interpreting any provision of this policy, this policy shall be construed as a whole.
(b) Any claim of loss or damage. whether or not based on negligence, and
which arises out of the status of the lien of the insured mortgage or of the title to the
estate or interest covered hereby or by any action asserting such claim, shall be
restricted to this policy.
(c) No amendment of or endorsement to this policy can be made except by a
writing endorsed hereon or attached hereto signed by either the President a Vice
President the Secretary, an Assistant Secretary. or validating officer or authorized
signatory of the Company.
15. SEVERABILITY.
In the event any provision of this policy is held invalid or unenforceable under
the applicable law, the policy shall be deemed not to include that provision and all
other provisions shall remain in full force and effect.
16. NOTICES, WHERE SENT.
All notices required to be given the Company and any statement in writing
required to be furnished the Company shall include the number of this policy and
shall be addressed to the Company at P.O. Box 2029, Houston, Texas 77252-2029.
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
GEOTECHNICAL REPORT
FOR
SIJAMIC SHORT PLAT AND
PROPOSED RESIDENCE
4024 SOUTH 15e STREET
TUKWILA, WA
Prepared For
Haris Samjic
15237 40 AVE S
Tukwila, WA 98188
BY
Edward C. Robison, P.E.
E &L Civil Engineering
4508 Park Lane NW
Gig Harbor, WA 98335
253 - 858 -0855
DATE:
26 May 2005
f XFTRCS. 4/5/ X00 7 .--
RECEIVED
MAY 27 7n05
COMMUNITY
DEVELOPMENT
Page 1
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
TABLE OF CONTENTS: Page
1.0 Summary 3
2.0 Introduction 3
2.2 Overview 3
2.3 Background 3 -4
2.4 Purpose and Scope of Services 4
2.5 Investigation and Summary 4
2.6 Report Overview 4
3.0 Site Conditions 4
3.1 Location and Surface Conditions 4 -6
3.2 Geologic Setting 6
3.3 Subsurface Soil Conditions 6
3.4 Groundwater Conditions 6
3.5 Subsurface Contamination 7
4.0 Discussion and Conclusions 7
4.1 Slope Stability 7
4.2 Seismic Considerations 7-8
4.3 Site Work 8-9
4.4 Retaining Structures 9
4.5 Rockeries 9
4.6 Foundation Support 10
5.0 Recommendations 10
5.1 Site Grading and Earthwork 10 -12
5.2 Temporary Shoring and Retaining Walls 12
5.3 Rockeries 12
5.4 Reinforced Soil Structures 13
5.5 Structure and Foundations 13
5.6 Floors 13
5.7 Pavements 13
5.8 Utilities 13
5.9 Drainage 14
5.10 Hazards 14
6.0 Figures and Illustrations 14 -19
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
1.0 SUMMARY
The project proposes constructing a new two story residence and driveway.
Proposed project is compatible with the site conditions. The surface site soils are a
weathered glacial till commonly identified as Arents, Alderwood material, 6 to 15
percent slopes (AmC). There are no soil conditions that will adversely impact the
proposed improvements.
2.0 INTRODUCTION
2.2 OVERVIEW
PROJECT: Sijamic Short Plat
ADDRESS: 4024 S. 154 Street
PARCEL: 0043000225
The conclusions and recommendations in this report are based on the exploratory
holes and site reconnaissance performed by Edward Robison, P.E., S.E. on 24 May
2004 and the review of published soils information for the area.
2.3 BACKGROUND
The project proposes subdividing a 0.45 acre parcel to allow construction of a new
single family residence. The subject area for this report is lawn and garden. The
area is surrounded by existing single family homes constructed between 1920 and
1950.
No other geotechnical or related reports are known for this site or adjacent parcels.
No wetlands or surface water are known on or adjacent to the site.
Site work for construction of the driveway and preparation of the building pad
will involve approximately 490 cy of excavations and 44 cy of fill. The driveway
will extend easterly from 40"' AVE S. about 115 feet to to proposed driveway. This
will require a cut along the south side of the driveway of about 4 feet maximum
and no fill, 115 cy of cut. The majority of the site excavation will be for the
excavation of the daylight basement for the proposed house. This excavation will
be up to about 9 feet deep decreasing to 1.5' on the eastern end with a total volume
of about 375 cy. The highest point on the site is at 267.1' (western end of the
driveway at 40t AVE S) sloping down to 246.3' at the northeast corner for an
average slope of 11.7 %.
The proposed house will have a concrete slab on grade for the basement at
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
approximately elevation 249'. The garage floor will be at approximately 258'.
Along the north side of the driveway as it approaches the garage there will be a
retaining wall about 3 feet high.
For this report it is assumed that the site will be developed with a wood framed
single family residence 2 stories high plus a daylight basement.
2.4 PURPOSE AND SCOPE OF SERVICES
This report was prepared for the purpose of identifying subsurface and soil
conditions which may adversely impact the proposed use. It is intended to meet
the requirements of the City of Tukwila as to permitting the proposed short plat
and house construction.
Since the site does not have a history of soil instability and the proposed project is
relatively simplistic the geotechnical investigation was limited to the those
services necessary to allow this engineer to determine if there were any conditions
which may adversely impact the project. Published soils information, USGS OFR
P49 -93 -233 and SCS Soils Survey for King County were reviewed. Since
conservative assumptions as to the soil properties would not appreciably increase
the project cost more detailed testing was not warranted.
2.5 INVESTIGATIONS SUMMARY
The soil analysis was limited to a visual and tactile examination of the soil during
excavation of the test holes and probing with a steel bar. On 24 May 2005 two test
holes were excavated using hand tools to a depth of 7.5 feet and 6 feet. The soil
profiles in the test holes were consistent. Additional testing was not considered
warranted and not performed.
2.6 REPORT OVERVIEW
The balance of this report identifies the specific soil conditions encountered, the
conclusions reached based on the available information and recommendations for
construction of the proposed improvements. No additional attachments or
appendices are included because of the project simplicity.
3.0 SITE CONDITIONS
3.1 LOCATION AND SURFACE CONDITIONS
ADDRESS: 4024 S. 154 Street
PARCEL: 0043000225, 0043000228
Page 4
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
Site is northeast of the intersection of 40t AVE S and 154 ST (Renton -Three Tree
Point Road), refer to parcel map in section 6. The driveway will be constructed on
an easement across the northern 20 feet of parcel 0043000228.
The maximum slope greater than 5 feet high observed on the site is about 14%
with an average slope of under 10% for the immediate vicinity. The slope is
generally. Along the northern edge of the project site there is a 2 vertical to 1
horizontal slope (200 %) that is up to 3.5 feet high.
All parcels around the site are developed with single family houses constructed
circa 1950 or earlier. The majority of the surrounding land is used for lawns and
gardens with about 20% impervious surface.
There are no active wells on or adjacent to the site and no decommissioned wells
were identified. The houses in the vicinity are currently connected to public sewer
and any on site septic systems have been abandoned. The two parcels on which
this project is located have single family houses constructed 60 to 80 years ago and
a few minor light weight structures. In the area of this project there have been no
structures. There is no fill in the area of this project.
The ground surface in the area of this project is primarily grass with a small
portion used for a vegetable garden and several fruit trees. Four trees were
previously removed from the project area and the stumps are cut flush with the
ground surface. The largest tree was about 16" in diameter. No pavement,
concrete, retaining walls other structural improvements are located in the project
area.
There is no evidence on the site or within 500 feet of any soil instability,
unacceptable erosion or other soil related hazards. The site soils are not
susceptible to liquefaction. The site soils are not subject to landslides, sloughing or
creep on the minor slopes found at this site. Observation of similar soils located to
the north east and west on much steeper slopes did not indicate any potential soil
or slope instability until slopes became much steeper that those in the vicinity of
the project site.
No springs or water seepage were identified at the site or nearby.
No indicators of surface releases or other contamination, or potential
contamination sources were identified at or near the site.
Page 5
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
The proposed project should not adversely impact or alter the site conditions. The
site slopes will be altered by the proposed grading but the changes will not create
any conditions which may pose a hazard to any proposed improvements or
adjacent properties.
3.2 GEOLOGIC SETTING
The surface soils are the product of the weather of very dense gravely sand glacial
tills. This soil type extends along the majority of the eastern side of the hillside in
this area for 1/ 2 mile ore more to the north and south. The soil is related to the
Vashon series Till (Qvt) Late Pleistocene created during the Fraser Glaciation. The
soil in the unweathered condition is very dense with a very low permeability.
Based on USGS Map MF -2265 the depth to bedrock is between 500 to 600 feet.
3.3 SUBSURFACE SOIL CONDITIONS
The test holes showed about 1 foot of sandy loam then a gravelly silty sand,
poorly graded. The soil became very hard and moderately cemented at a depth of
of 5 to 7 feet below the surface. The soils were very moist and were saturated at
about 6 feet below the surface. The soils encountered at the site are classified as
Arents, Alderwood material, 6 to 15 percent slopes (AmC) by the Soil
Conservation Service. They are SP -GP, Poorly graded sand with gravel, Unified
Soil Clasification System or A -2 -4 using the AASHTO classification system. The
soil type appears to be consistent across the site.
The site soils develop a perched water table in wet weather, are poorly drained
and have a low permeability. The soils are unsuitable for subterranean infiltration
for storm water disposal.
The proposed improvements may decrease the amount of water in the soil in the
immediate vicinity of the driveway and house because of the impervious surface
and foundation drains around the house and for the driveway retaining wall.
3.4 GROUND WATER CONDITIONS
The very hard, nearly impermeable soils at between 5 and 7 feet below the surface
causes a perched water table to develop during the wet season. The groundwater
slowly seeps easterly down the hillside contributing to springs near the base of the
hill. The groundwater impacts the proposed improvements by necessitating
foundation drains and basement wall waterproofing. The groundwater and low
soil permeability also precludes the use infiltration for stormwater disposal.
Page 6
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
3.5 SUBSURFACE CONTAMINATION
There is no indication of subsurface contamination. The site has never had an
underground fuel storage tank.
4.0 DISCUSSION AND CONCLUSIONS
The site soils have adequate strength and characteristics that will permit the
project to be constructed as planned using standard construction techniques,
methods, means and materials.
4.1 SLOPE STABILITY
The site slope is mild for this soil type and is fully stable in the current condition
and will remain so during and after the proposed construction. Since this soil type
from experience is known to be very stable in the conditions at this site a more
detailed slope analysis is not warranted.
The proposed project has no appreciable potential for impacting adjacent
properties since anything that may occur during construction will only affect on
site soils in the immediate vicinity of the excavation and will only amount to side
sloping the excavation. After the construction is completed all cuts will either be
sloped to a permanently stable angle or otherwise protected by structural
improvements.
No special inspections will be required during or after construction to verify that
the slope and completed improvements will be stable and permanent.
4.2 SEISMIC CONSIDERATIONS
The site soil type has shown good characteristics in past earthquakes. This soil
type does not tend to amplify ground motions and does not liquefy or loose
strength. In accordance with NEHRP mapping the maximum considered
earthquake ground motion is:
1.4 g - 0.2 sec Spectral Response Acceleration (5% critical damping)
0.46g -1.0 sec Spectral Response Acceleration (5% critical damping)
For a wood framed house at this site in accordance with the 2003 IBC:
Site Class - D
rs 1.0
Fy = 1.54
Seismically induced lateral spreading or landslides are very improbable with the
site soil type and conditions. This soil type on similar slopes has not exhibited this
Page 7
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
behavior in any past earthquakes.
The finished improvements when constructed in accordance with the
recommendations herein and established construction methods conforming to the
appropriate codes and standards will not have an above normal potential for
damage from seismic events.
4.3 SITE WORK
The site work involves excavations and grading over approximately 4,500 sf of
ground. This will include removal from the site of about 450 cy of soil and
moving about 44 cy for on site fill. The shallow soils are easily excavated. Below a
depth of 5 feet the soil resistance increases so that excavation will be more difficult
but can be performed by a standard excavator with ripper teeth on the bucket.
The soil conditions and nature of the work is such that the earthwork can be
performed any time of the year provided appropriate precautions are used during
wet weather.
Earthwork at the site should be performed in accordance with standard practices.
There are no special handling requirements for this soil except those specifically
stated herein.
Excavations over 4 feet shall have the sides sloped back at approximately 1:1.
Under 4' the sides do not need to be purposely sloped but will have some minor
sloughing.
Utility trenches over 4 feet deep shall be either sloped back at about 1:1 or shored
if anyone will be working within the trench. If trench boxes are used workers
shall have a ladder available within the trench box for exiting and shall only work
within the trench box area.
Except for the upper ±6" the on site soils are suitable for structural fill and backfill.
Fills shall be free of roots, wood and cobbles greater than 4" in diameter. Backfill
and structural fill can be compacted using ordinary compaction equipment.
Minimum compacted density of back fills and structural fill shall be 110 pcf.
Maximum recommended finish slope is (50 %). Any slopes greater than 50% shall
be reinforced to prevent soil instability or erosion.
Construction monitoring by an engineer is not required for this project because of
the project simplicity and very low potential for adverse conditions during
Page 8
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
construction. No special knowledge is required to verify compliance with the
recommendations herein so the contractor and project owner can monitor the
construction.
4.4 RETAINING STRUCTURES
Retaining structures will be required along a portion of the driveway and the
basement foundation wall will act to retain soil. The retaining walls can be safely
constructed using either cast in place concrete or segmental block. The retaining
walls shall be designed in accordance with the recommendations herein. Drainage
shall be installed behind all retaining structures. Retaining structures shall be
designed for a factor of safety of 1.5 for sliding and overturning.
Lateral bearing strength: 0.4 x weight
Passive soil resistance : 400 psf / ft for depths over 1' below ground surface.
Active earth pressure for retaining wall:
30 psf / ft recommended in report based on a soil density of 120 pcf, ,a = 35° and
wall friction ) = 2/3 ra = 23° and using Coulomb's solution.
These values represent the minimum recommended design values and do not
include an additional factor of safety.
Temporary shoring will not be required. The native soils are suitable for backfill
behind the walls. Special inspection by a geotechnical engineer is not required for
the retaining structures for this project.
4.5 ROCKERIES
Rockeries may be used for retaining soil up to 5' high on this project when
constructed in accordance with the recommendations herein. Rockeries may also
be used for slope protection, erosion control, on otherwise stable slopes up to 8
feet high.
Rockeries used for retaining structures shall be design as gravity structures in
accordance with the loading shown in section 4.4.
Rockeries may be used at any location on this project site since it should be
possible to access all locations with an excavator of sufficient size to maintain or
repair any rockery constructed at this site.
No special inspection by a geotechnical engineer is required for rockeries under 4
feet high. For rockeries over 4' high the completed rockery shall be inspected by
an engineer with knowledge of rockery construction.
Page 9
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
4.5 FOUNDATION SUPPORT
The foundation recommendations are based on experience with the soil type and
the conditions observed at the site. The site soils have a very high resistance to
penetration by a steel bar and show good bearing strength at the existing adjacent
structure.
The best foundation system for the proposed improvements is to use a strip
footing bearing a minimum of 12" below the finish grade. A minimum of 12" of
the existing site soil shall be removed beneath all footings. Bearing pads may be
used for concentrated loads. All foundation elements shall be placed on
undisturbed competent soil.
Recommended allowable soil bearing strength for an immediate elastic deflection
of under 1/16 inch, maximum long term settlement of under 1/4" and maximum
differential settlement of 1/ 8 ":
2,000 pounds per square foot for dead loads
2,500 psf for total loads
Subgrade reaction modulus of elasticity, E = 8 ksi
Allowable soil strengths may be increased by 33% for wind and seismic loads and
20% for snow loads.
Special inspection by a geotechnical engineer is not necessary for bearing or
foundation construction for this project.
5.0 RECOMMENDATIONS
5.1 SITE GRADING AND EARTHWORK
When performing site earthwork the following design recommendations shall
apply:
1) At areas to be paved, filled or under proposed structures, strip a
minimum of 12" of soil to remove soft top soil and organic materials.
2) Clearing and grubbing may extend to the property lines provided
proper erosion control precautions are taken.
3) Over- excavation is not required for this project except as necessary for
the side slope stability. Excavations over 4 feet shall have the sides sloped back at
approximately 1:1. Under 4' the sides do not need to be purposely sloped but will
have some minor sloughing.
4) No preload fills are recommended
5) Site soils may be used for all site fills.
Page 10
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
6) Temporary slopes up to 4' high may be approximately vertical. Over 4'
high temporary slopes shall be sloped at about 1:1.
Permanent slopes shall be either protected by a retaining structure or
sloped at 50% or less (2H:1V).
7) Permanent storm drainage designed by a professional engineer shall be
installed to convey storm water to an approved discharge location or storm drain.
Subsurface drainage shall be installed along all retaining structures and the
basement. Downspouts shall be connected to the storm drainage system.
8) Permanent erosion control shall be installed on all site surfaces. This
shall consist of:
Paving or 3" of crushed rock on driveway
Grass or other vegetation on all exposed slopes
Permanent slope covering that prevents erosion, i.e. crushed stone
Construction shall apply to the following recommendations:
There are no special recommendations for site clearing, standard methods
are acceptable.
Fill shall be placed in 6" lifts and compacted with a vibratory compactor
until no compactor lines are readily evident. A minimum of 4 passes shall be
made.
Compaction equipment shall be a small vibratory roller for the driveway
and larger areas. A walk behind plate compactor may be used for back fill and
small fill locations.
The on site soils are not overly moisture sensitive for compaction. The soils
may be compacted with a moisture range of 10 to 20% which is the most likely in
situ moisture content. Water may be needed if compacted during extended dry
weather. If free water is visible at the surface during compaction the soil shall be
dried or blended with drier material.
The compaction method will be used for the quality control. Compaction
shall continue until the compactor leaves marks less than 1/8" high. Since the fills
will be subject to minimal loading and the impact of minor settlement of the fills
will be inconsequential density testing is not necessary.
Temporary dewatering should not be required if the excavations are
completed during the summary.
Subsurface drainage shall use 4" diameter rigid perforated pipe wrapped
with filter fabric and set in drainage rock (1 -1 / 2" maximum size) minimum 12"
wide by 24" high. Basement walls on the west and south side shall be protected
with Miradrain® wall drainage blanket or an equivalent product extending from
the ground surface to the footing. The footing drain shall be set with the top of the
Page 11
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GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
drain pipe a minimum of 4" below the basement floor. Slope footing drain at 1%
minimum to the connection with the storm drain. Surface drainage shall be
installed in accordance with the design prepared by the civil engineer.
Temporary slope protection shall be performed by placing clear 6 mil or
thicker plastic sheeting over the slopes when work is not underway on the slope.
The soils have a moderate erosion potential. A construction entrance is required
but should be constructed at the driveway location. This will require starting
excavation of the driveway before the construction entrance is in place since it
must be excavated before the stone can be placed for the construction entrance.
Erosion control fencing installed in accordance with the standard detail from the
King County standards should be installed along the northern, and eastern edges
of the site.
5.2 TEMPORARY SHORING AND RETAINING WALLS
Temporary shoring is not expected to be required for this project. Retaining walls
shall be designed in accordance with the recommendations in section 4.4. Trench
shoring if required shall be designed for a loading of 45 psf/ ft.
Walls subject to vehicle loading shall include a surcharge calculated by adding the
equivalent of 2 feet to the height of the retained soil.
For retaining walls the footing base shall be a minimum of 12" below the finish
grade or existing grade whichever is lower.
Wall drainage shall use 4" diameter rigid perforated pipe wrapped with filter
fabric and set in drainage rock (1-1/2" maximum size) minimum 12" wide by 24"
high. Drainage shall be installed behind all retaining walls.
Backfill shall be native soils free of roots or other organic materials. The backfill
shall be compacted in accordance with the recommendations in section 5.1. Care
shall be used while compacting the backfill to avoid damaging the wall.
5.3 ROCKERIES
Rockeries shall be constructed in accordance with the the Associated Rockery
Contractors (ARC) Standard Rock Wall Construction Guidelines. Stones shall be
sized so that walls retaining soil shall be no more than 3 stones high. Rockeries
over 3' high shall be used only along cut sections.
Page 12
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
5.4 REINFORCED SOIL STRUCTURES
Not used on this project.
5.5 STRUCTURE AND FOUNDATION
The foundation shall be designed in accordance with the recommendations in
section 4.5. Minimum footing size shall be in accordance with IBC Table 1805.4.2.
Minimum footing depth shall be 12" below grade when supporting one floor with
a roof and 18" when supporting 2 or more floors with a roof.
The foundation construction shall be in accordance with IBC Chapter 18 Section
1805 and chapter 19. The minimum concrete strength shall be 2,500 psi. Footing
and wall drainage shall be in accordance with section 5.1.
Mat and Pile foundations are not applicable to this project.
5.6 FLOORS
Slabs on grade shall be a minimum of 4" thick placed over a minimum of 2" of pea
gravel and a 6 mil polyethylene sheeting moisture barrier. Subgrade shall be
leveled and compacted with a vibratory compactor. Contraction joints should be
used at a spacing so that no panel is larger than 20' by 20'.
At crawlspaces the soil surface shall be covered with black 6 mil polyethylene
sheeting moisture barrier. The plastic shall lap onto the foundation wall and be
secured to the wall. All seams shall be lapped a minimum of 18 ". Crawlspace
ventilation shall comply with IBC 1203.36.
5.7 PAVEMENTS
Site soils are suitable for use as pavement subgrade. The subgrade shall be graded
and than compacted with a vibratory roller with a minimum of 4 passes. The
pavement section shall consist of 2 inches (compacted) of crushed surface top
course and 1.5 inches of Class B or C asphalt cement pavement or 4 inches of
Portland cement concrete.
5.8 UTILITIES
Utility trench excavations shall comply with section 4.3. Utility bedding and
backfill shall comply with the requirements of the utility. At a minimum all utility
trench back fill will be compacted with a vibratory plate compactor in 6 inch lifts
with a minimum of 4 passes per lift.
Page 13
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40T" AVE S
5.9 DRAINAGE
Drainage shall be in accordance with section 5.1.
The site soils are not suitable for infiltration facilities.
5.10 HAZARDS
There are no manmade or natural hazards on the site not already adequately
addressed herein.
6.0 FIGURES AND ILLUSTRATIONS
VICINITY MAP
SITE PLAN
EXPLORATION LOGS
SITE PHOTOS
AREAL PHOTOS
Laboratory test data cross sections and site specific typical details are not required
for this project because of the simplistic nature of the site and proposed project.
Page 14
•
a.'i .Wi. >
3- QAT'
4 48
0043 X O17O
00.43000335 1
{C) X12 Iangounly.
6
oett �
7212900026
2
0 = 9 .11
2
0'
`'eNew
ment for
6.�,54
Proposeck
9 64.91'
2 5 4
8 °10'
45 0
60.00'
x 2
West line of the East
210 feet
51.03'
hain
enc:
57.
B.
2 S
ne 2/3
,
LOT2
x 266 q %
30,
m y M
N
1 7 - Ln
w i 4t
Found rebar w /cap #6228
0.03' east & 0.17' south
of calc. position.
Existing
house
#15220
259'
chain lin
fence on top
8 "conc \�
wall
O
255.3
S q 0
(3)
2 58° 0'48 "E vyv
i iN 252.5
S881 0'48"E
chain link fence
v
7^-
x
29 6
9
N a A
East line of the West 110' of
the East 210 feet
ads N ,
0
�
Pd Std
cP
N 0 � • /
chain link fence
is 3.5' north & 1.5' west
of set rebar w /cap
Existing
House
#4036
43
DNe%Private 5'
sewer easement for
the benefit of Lot 1
ot Line 2/3
t i
(4)
q3 6
NE corner Lot 3
201.00' Plat (HELD)
J \• NS 6
East Line Lot 3
Found 1-1/2" brass disk w /pm
in pipe - 1/11/05
AREAS:
Four
con(
0.0;
wes
1/1
LOT 1 = 6,504 s.f.
LOT 2 = 12,982 s.f.
• •
GEOTECHNICAL ENGINEERING REPORT 15234 40TH AVE S
SOIL LOGS
Test Holes excavated on 24 May 2005 by Edward Robison, P.E., S.E. Refer to site plan
for the location of the test holes.
Hole #1
0 -11" SM - Sandy loam with sod and roots.
11 " -58" SP -GP Gravelly silty sand — weathered glacial till
Cobbles up to 6" diameter, dense, very moist, numerous small roots to ±50"
58 " -90" SP -GP Gravelly sand glacial till,
moderately cemented, very dense, saturated below ±78"
Hole #2
0 -13" SM - Sandy loam with sod and roots.
13 " -41" SP -GP Gravelly silty sand — weathered glacial till
Cobbles up to 6" diameter, dense, very moist, numerous small roots to ±50"
41 " -74" SP -GP Gravelly sand glacial till,
moderately cemented, very dense, very moist, nearly saturated.
Page 18
11
e
•
O
0
• •
RECEIVED
h 1 i YfO5
Schweikl & Associates, pile COMMUNITY
DEVELOPMENT
Civil Engineering, Project Management, & Consulting
SMALL SITE RESIDENTIAL
DRAINAGE PLAN
FOR
THE SIJAMIC
SHORT PLAT
MARCH 2005
PREPARED FOR:
HARIS SIJAMIC
15234 40 TH AVENUE SOUTH
TUKWILA, WA 98188
PREPARED BY:
BRANT A. SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC.
1945 SOUTH 375 STREET
FEDERAL WAY, WA 98003
(253) 815 -1700
Sol
EXPIRES: 9 / 20 / 0 6
1
PROJECT DESCRIPTION:
• •
The Sijamic Short Plat is an existing 19,484 sf, Low Density District zoned single family
residential parcel located in the City of Tukwila at 4024 South 154 Street. The existing parcel
has one wood framed single - family residential structure and wood framed out building that total
approximately 1904 sf. The site generally slopes from the west to the east in the northern portion
of the parcel and on the south side of the residential structure the grade is to the south and the
South 154 Street public right -of -way. The entire parcel has been previously cleared and has
been transformed into a grassed pasture and landscaping north of the structure the area to the
south of the structure is covered by typical mature single - family residential landscaping and
lawn. The parcel has 6 larger trees located in the northern portion of the parcel where the new
Lot 1 will be established. Four of the six trees will be removed to accommodate the
development on Lot 1. The existing concrete driveway for the existing residential structure
accesses South 154 Street and the proposed 12' wide asphalt concrete driveway for the new
proposed Lot 1 will access onto 40 Avenue South through a proposed 20' wide ingress /egress
and utilities easement across the exiting parcel at 15234 40 Avenue South. The project
proposes to install 2120 sf new impervious surface for the proposed residential structure on Lot 1
and 1279 sf for the driveway on Lot 1.
The stormwater runoff from the driveway and the western two - thirds of the residential structure
will be directed and collected to CB #1 and then convey to a 40 lineal foot individual roof
downspout infiltration trench where it will be infiltrated. The storm drainage clean out on the
southern end of the trench will allow the trench to fill and will then allow discharge to the roof
drainage pipe that flows down the southern property line to a down spout dispersion trench
located parallel to the eastern property line. Discharges from the infiltration trench will only be
expected infrequently during the extreme storm events. Due to the small size of the proposed
residential lot there is very little room available to meet the offset requirements for the proposed
storm water dispersion trench. We have provided the largest offsets that are available.
Erosion control facilities will include a temporary rock construction and siltation fence around
the north, east and a portion of the southern lot boundaries of Lot 1 where the predominance of
the construction will occur. The project also proposes to install catch basin sediment protection
for the Type 1 CB that is adjacent the installation of the new 6" diameter sanitary sewer side
alongside the South154th Street public right -of -way. All areas of disturbed earth shall be
mulched to over areas that are not being worked.
Part A: ( To`Be Completed by Applicant) ;-
_
Purpose of Certificate:
❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other
ESI Short Subdivision ❑ Rezone •
Proposed Use:
la Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other
Applicants Name: N a r is S,. a r, c Phone: 206 - a . y,i,_ 3 Air
Property Address or Approximate Location: Tax Lot Number: ' — 3'1 — a902 (can)
1oy 5. IS boy3oo — o225 --
Legal Description(Attach Map and Legal Description if necessary):
Part B (To "Be. Completed by Sewer Agency
1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 11 size sewer
0 feet from the site and the sewer system has the capacity to serve the proposed use.
OR ❑ 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. (Must be completed if 1.b above is checked)
❑ 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. 3 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 ❑ b. Annexation or BRB approval will be necessary to provide service.
or
4. Service is subject to the following: PERMIT: $ 80
a. District Connection Charges due prior to connection:
GFC: $ �$� or, $ 11 ex, UNIT: $ TOTAL: $
(Subject to Change on January 1st)
King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly
by King County after connection to the sewer system. (Subject to change by King Co/Metro without
notice.)
b. Easements: ® Required ❑ May be Required
c. Other:
By
c
Title
14816 Military Road South
P.O. Box 50
Tukwila, 98168
Phone: (206) 242 -323
Fax: (206) 242 -1527
Date
ECEIVED
MAR 1 7 2005
CERTIFICATE OF, SEWER AVAILABILITY /NON- AVAILAMMY
51 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability
I hereby certify that the above sewer agency information is true. This certification shall be valid for one year
fro �u e date of signature.
,o2
t o/4 /o9
• •
ATTACHMENT TO
VAL VUE SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY
The following terms and conditions apply to the attached Val Vue Sewer District
( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate ").
1. This Certificate is valid only for the real property referenced herein ( "Property "),
which is in the District's service area, for the sole purpose of submission to the King County
Department of Development and Environmental Services, King County Department of Public
Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is
between the District and the applicant only, and no third person or party shall have any rights
hereunder whether by agency, third -party beneficiary principles or otherwise.
2. This Certificate creates no contractual relationship between the District and the
applicant and its successors and assigns, and does not constitute and may not be relied upon as
the District's guarantee that sewer service will be available at the time the applicant may apply to
the District for such service.
3. As of the date of the District's signature on this Certificate, the District represents
that sewer service is available to the Property through sewer systems that exist or that may be
extended by the applicant. The District makes no other representations, express or implied,
including without limitation that the applicant will be able to obtain the necessary permits,
approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien,
City of SeaTac or any other governmental agency before the applicant can utilize the sewer
service which is the subject of this Certificate.
4. If the District or the applicant must extend the District's sewer system to provide
sewer service to the Property, the District or applicant may be required to obtain from the
appropriate governmental agency the necessary permits, approvals and authorizations. In
addition, the governmental agency may establish requirements that must be satisfied as a
condition of granting any such permits, approvals or authorizations, which may make impractical
or impossible the provision of sewer services to the Property.
5. Application for and possible provision of sewer service to the Property shall be
subject to and conditioned upon availability of sewer service to the Property at the time of such
application, and compliance with federal, state, local and District laws, ordinances, policies,
and/or regulations in effect at the time of such application.
1 acknowledge that I have received the Certificate of Sewer AvailabilitylNonAvailability and this
Attachment, and fully and -d%' nd the terms and conditions herein.
a�4cf �O- �J -0
crt
nt's Signature Date
895391001`270798.0115SY6011.DOC (1126104) -1-
...r... �. .� - - 44 ,
WOwnerAfor�matlon V?::a :• '` 1
.i �.
.W
. r - .w. f'C 4.t7. 4 �N � ��
�rit/. act�Pers "o
Age g :c.)ht..... e7. .filled , .,< . -4.. +1i`�STtf•?+ °�
Name: 44AR IS Si a }Mle
Name:
Address: 2./4 � .O u 7 / -FL -EN 7E7
sL .1)
Address:
Phone: ( 0 `Z i zi _ ISAEI. C 20h/vi5,.....0-
Phone:
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
RECEIVE
MAR 17 2005
COMMUNITY
DEVELOPMENT
Permit Center /Building Division:
206 - 431 -3670
Public Works Department:
206-433-0179
Planning Division:
206 - 431 -3670
CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
w,417.0.1* :complet0,0 a l lieant '
Site address (attach map and legal description showing hydrant location and size of main):
!`r i! 14
a 4,t4-7c
O r /Ag nt Signature
This certificate is for the purposes of:
Residential Building Permit
❑ Commercial /Industrial Building Permit ❑ Rezone
❑ Preliminary Plat
l artiB `. Toi;,bercompletedjby water.utdify;distr ct ; " �^
T e proposed project is within 1 tLW c (CZ( )t �J
1. The
2. 111.—No improvements required.
PERMIT NO.:
❑ Short Subdivision
❑ Other
Estimated number of service connections and water meter size(s):
Vehicular distance from nearest hydrant to the closest point of structure is ft.
Area is served by (Water Utility District):
Date
/( 0 /
t
(City /County)
3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
(Use separate sheet if more room is needed)
4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 4 7 49 00 gpm
at 20 psi residual for a duration of 2 hours at a velocity of 6.1 fps as documented by the attached calculations.
5. Water availability:
[a/Acceptable service can be provided to this project
❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met.
❑ System is not capable of providing service to this project.
I hereby certify that the above information is true and correct.
Kul CO. �IA76�cerr- OLS7
Agenc / hone
\applications \water availability (7 -2003)
Printed: 9 -16 -03
By
` ,'- x
Date
`[jo ;
11- —a5'
20041014002024
AFTER RECORDING MAIL TO:
Mrs. and Mr. Edina Sijamic
5a 314 L /O �s_
Filed for Record at Request of
Alta Escrow, Inc.
Escrow Number: 40451 -JM
Grantors: Andrew Gillaspie and Heidi Gillaspie
Grantees: Edina Sijamic and Haris Sijamic
Abbreviated Legal:
Assessor's Tax Parcel Number(s): 004300 - 0228 -05
THE GRANTORS Andrew Gillaspie and Heidi Gillaspie, husband and wife for and in consideration of
TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and
warrants to Edina Sijamic and Haris Sijamic, wife and husband the following described real estate,
situated in the County of King, State of Washington.
SUBJECT TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
That portion of Lots 2 and 3, Block 3, third addition to Adams Home Tracts, according to the Plat thereof
recorded in Volume 15 of Plats, Page(s) 17, records of King County, Washington, described as follows:
Beginning at the Northwesterly corner of said Lot 3;
Thence Southwesterly along the Westerly line of said Block, a distance of 156 feet;
Thence Easterly parallel with the North line of said Lot 3 to the West line of the East 210 feet of said Lots 2
and 3;
Thence Northerly along said West line 149.8 feet, more or less, to the North line of said Lot 3;
Thence Westerly along said North line 60 feet, more or less, to the point of beginning.
Dated October 12, 2004
Andrew Gillaspie
STATE OF Wa hington
COUNTY OF �,j ��.
I certify that I know or have satisfactory evidence that Andrew Gillaspie and Heidi Gillaspie
isgi the person(s) who appeared before me, and said person(s) acknowledged that heishe /they
signed this instrument and acknowledge it to be Waiver/their free and voluntary act for the
uses and purposes mentioned in this instrument
Dated:
•
7
JESSICA H. MARSHALL
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
APRIL 8 2007
1111111111111
E20766.81
10/14/2004 15:11
KING COUNTY, s,183.00
SALE $235,0
Statutory Warranty Deed
}
) SS:
c 2 i ) 9 We/
EWART TITLE
D EVELOPMENT
PAGE001 OF 001
Heidi Gillaspie
60
Jes. Marshall
No • Public in and for the State of Washington
Residing at U�coor to
My appointment expires: 4/08/2007
LPB -10
EXHIBIT A
A RECORD OF SURVEY RECORDED FEBRUARY 20, 1996 UNDER RECORDING
NO. 8602209013, SAID SURVEY DISCLOSES THE FOLLOWING MATTERS:
A) TREE ENCROACHMENT AT NORTHWESTERLY CORNER
B) 3 FOOT WIRE FENCE ALONG EASTERLY ADJOINER
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YuKWILA
PUBLIC WORKS
4091943
VAC S 154TH L 57•7
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•
Found rebar w /cap #6228
0.03' east & 0.17' south
of calc. position.
Existing
house
#1.5220
5•
chain ink
fence on t
8 "conc.
wall
•
S8810'49 "E chain link fence
cb
rim = 250.'
inv(12 "cmp(E)= 246.9'
inv(12 "cmp(W)= 247.0'
chain link fence
is 3.5' north & 1.5' west
of set rebar w /cap
Existing
Hou e
#406
"No parking"
sign
cb
rim = 247.2
inv(12 "cmp(E)= 243.0'
inv(12 "cmp(W)= 243.2'
inv(12 "cmp(S)= 243.7'
. Q .
t4 •. Ls
. a'":: • �`.
ti
r.c
CITY OF TUKWILA
KING COUNTY, WASHINGTON
SHORT PLAT
FILE NO. L05 -017
DECLARATION
Know all men by these presents that we, the undersigned,
owner(s) in fee simple of the land herein described do hereby
make a SHORT PLAT. The undersigned further declare
thls SHORT PLAT to be a graphic representation of
said SHORT PLAT of said and some is made with the free
consent and in accordance with the desire of the owner(s0.
IN WITNESS WHEREOF we set our hands and seals.
X 4 1 Edina Sljam c
Nameij /5 5,v,9-mc."°41.1.4tric �!1 /•!/R
Name Name
State of Washington
County of King
On this day personally appeared be fore me Harts
5ilam1L to me known to be the individual who
executed the foregoing instrument and acknowledged the
he /sT•t' signed the same as his /isef voluntary act and deed
for the uses and purposes mentioned therein.
GIVEN under my hand o seal this day of AI/5(0f t8 1005
Signature aotaCe Q. 47 /42, Dea.cy
Name as commissioned Alice. n• �y
Title Notary
My appointment expires 4-/6 -0 OP
o OT 9•
's.
f r 4' '�� : 8 16p 8' ..o =
..OF wASN ,
State of Washington
County of KlY15
On this day personally appeared be fore me Edina.
Siinrnic to me known to be the individual who
executed the foregoing instrument and acknowledged the
. e/she signed the some as .i+is /her voluntary act and deed
for the uses and purposes mentioned therein.
GIVEN under my hand o seal this day of AuguS4�S, Z00
Signature axe, tZ• ,o
-
Name 25 commissioned '4)IDeaCy
Title Notary
My appointment expires _6-/b
G ti A OFq�h,
ev NO T AR ,'ti
y4 y �.'••� 18 -0�. � d
''tip 0 WASN`
RECORDER'S CERTIFICATE
filed for record this day of 20 at M
Ki oly . . 4 .of. feA; at page at the request of
r- /bG Ct Lane er
APPROVALS:
Reviewed and approved by the Short Subdivision Committee
and hereby certified for filing this day of
Chairman. Short Subdivision Committee
DEPARTMENT OF ASSESSMENTS
Examined and approved this _ day of
Assessor
Deputy Assessor
Account Number 10043000225
OLD LEGAL DESCRIPTION
THAT PORTION OF THE WEST 110 FEET OF THE EAST 210 FEET OF
LOTS 2 AND 3, BLOCK 3, ADAMS HOME TRACTS THIRD ADDITION,
LYING NORTHERLY OF RENTON -THREE TREE POINT ROAD AS
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF
PLATS, PAGE 17, IN KING COUNTY, WASHINGTON.
NEW LEGAL DESCRIPTIONS
LOT 1
THAT PORTION OF THE WEST 110 FEET OF THE EAST 210 FEET OF
LOT 3, BLOCK 3, ADAMS HOME TRACTS THIRD ADDITION ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE
17, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE
FOLLOWING DESCRIBED UNE:
BEGINNING AT THE INTERSECTION OF THE NORTH UNE OF SAID LOT
3 AND THE WEST UNE OF THE EAST 210 FEET OF SAID LOT 3;
THENCE SOUTH 01'05'55" WEST, ALONG SAID WEST UNE, 63.63
FEET TO THE TRUE POINT OF BEGINNING; THENCE. SOUTH 8810'48"
EAST, PARALLEL WITH THE NORTH UNE OF SAID LOT 3, 64.91 FEET;
THENCE NORTH 01'05'55" EAST, PARALLEL WITH THE EAST UNE OF
SAID LOT 3, 8.83 FEET; THENCE SOUTH 8810'48" EAST, PARALLEL
WITH THE NORTH UNE OF SAID LOT 3, 45.09 FEET TO THE EAST
LINE OF THE WEST 110 FEET OF THE EAST 210 FEET OF SAID LOT
3 AND THE TERMINUS OF SAID UNE;
TOGETHER WITH A 20 FOOT EASEMENT FOR ACCESS AND UTILITIES
RECORDED UNDER KING COUNTY RECORDING NO. 20050815001751,
DESCRIBED AS FOLLOWS:
THE NORTH 20.00 FEET OF LOT 3, BLOCK 3, ADAMS HOME TRACTS
THIRD ADDITION ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 15 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON,
EXCEPT THE EAST 210 FEET THEREOF.
ALSO TOGETHER WITH A 5 FOOT EASEMENT FOR SEWER UNE PER
KING COUNTY RECORDING NO. AND SHOWN 3N
PAGE 2 OF 2 OF THIS SHORT PLAT;
AND SUBJECT TO A 5 FOOT EASEMENT FOR WATERUNE PER KiNG
COUNTY RECORDING NO. 20050815001265, AND AS SHOWN ON
PAGE 2 OF 2 OF THIS SHORT PLAT.
LOT 2
THAT PORTION OF THE WEST 110 FEET OF THE EAST 210 FEET OF
LOTS 2 AND 3, BLOCK 3, ADAMS HOME TRACTS THIRD ADDITION
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF
PLATS, PAGE 17, IN KING COUNTY, WASHINGTON, LYING NORTHERLY
OF OF RENTON -THREE TREE POINT ROAD: AND LYING SOUTHERLY
OF THE FOLLOWING DESCRIBED UNE:
BEGINNING AT THE INTERSECTION OF THE' NORTH UNE OF SAID LOT
3 AND THE WEST UNE OF THE EAST 2101 FEET OF SAID LOT 3;
THENCE SOUTH 01 WEST, ALONG SAID WEST UNE, 63.63
FEET TO THE TRUE POINT OF BEGINNING; THENCE • SOUTH 8810'48"
. EAST, PARALLEL WITH THE NORTH UNE OF SAID LOT 3, 64.91 FEET;
THENCE NORTH 01'05'55" EAST, PARALLEL WITH THE EAST UNE OF
SAID LOT 3, 8.83 FEET; THENCE SOUTH 8810'48 "• EAST, PARALLEL
WITH THE NORTH UNE OF SAID LOT .3, 45.09 FEET TO THE EAST
UNE OF THE WEST 110 FEET OF THE EAST 210 FEET OF SAID LOT
3 AND THE TERMINUS OF SAID LINE;
SUBJECT TO A 5 FOOT EASEMENT FOR SEWER UNE PER KING
COUNTY RECORDING NO AND SHOWN ON
PAGE 2 OF 2 OF THIS SHORT PLAT; •
AND TOGETHER WITH A 5 FOOT EASEMENT FOR WATERUNE PER
KING COUNTY RECORDING NO. 20050815001265, AND AS SHOWN ON
PAGE 2 OF 2 OF THIS SHORT PLAT.
LAND SURVEYOR'S CERTIFICATE
1, Richard L. Schroeter, registered as a land surveyor by the
State of Washington, certify that this plot is based on an
actual survey of the land described herein, conducted by me
or under my supervision; that the distances, courses and
angles are shown thereon correctly, and that monuments
other than those monuments approved for setting at a later
SURVEY FOR:
Haris Sijamic
15234 40th Ave. So.
Tukwila, WA
20
PORTION OF
_N.E_1/4 of SW_1 /4, S. 22 _ T. 23 N., R. 4 _E., W.M.
SCHROETEROLAND SURVEYING
• ,PROFESSIONAL LAND • SURVEYORS
PA. BOX '813, Seohurst, Washington 98062(206) 242 -6621 FAX (206)243 -9679
DWN, .,BY!! LAW
�...
DATE 1/26/05
DATE FIELD 1/11/05
JOB NO. 458/20
PROJECT NO. 05001sp
a
AFa i
••��N
CITY OF TUKWILA
KING COUNTY, WASHINGTON
SHORT PLAT
FILE NO. L05 -017
60.00'
66.05'
S88'10'48 "E
New Private 20'
easement for access
access & utilities K.C.
Rec. #20050815001751
New Private 5' waterline
easement K.C. Rec.
#20050815001265
LOT 7 N88'10•4p "w
1.
Existing
House
#1523
1 1.,t,„
IN N
�o
`° I mo.
LOT2 t II)Z
I`
20.85'
N8810'48 "W
22.65'
17.65'
3I W
.01I Irn
' 00 IS
(°n 1 � oz
5.00'
S8810'48 "E
LOT 2
y1o,
6 99
i
/
/
30•
LOT 7
/
Found 1 -1/2" brass disk w /pm--,
in pipe – 1/11/05
RECORDER'S CERTIFICATE
filed for record this day of 20 at M
in book of at page at the request of
9 llf' SG •�" 1 ,C 44, 0/
44, S✓ryd7
Mgr.
Supt. of Records
30•
co
Notes:
1. A 20' wide ingress /egress and utilities easement with a 12' wide
asphalt concrete driveway built to Public Works and Fire Department
standards must be provided (TMC 17.20.030), and must be met prior to
issuance of any building permits.
2. The future house on Lot 1 will be required to have interior sprinklers,
to be approved by the Fire Department, and must be met prior to
issuance of any building permits.
3. Field data for this survey was obtained by direct field measurements. —
Angular and linear relationships were measured with a six second
theodolite and electronic measuring device, supplemented by a steel
tape. This survey meets or exceeds the standards contained in WAC
332 - 130 -090.
Found rebar w /cap #6228
0.03' east & 0.17' south
of calc. position.
Existing
house
#15220
60.00'
66.05'
S8810'48 "E
New Private 20'
easement for access
access & utilities K.C.
Rec. #20050815001751
/
chain link
fence
chain link —�
fence on top
8
wall
b 1 110.00'
d 1_ New Private 5' waterline
N — easement K.C. Rec.
—} -I 1 #20050815001265
up 1I LOT7
vi
11 NOt'05'557E
Lot line 2/3
rN
fire hydrant
Ud , v is ol59/
S
Rei � h el
(3)
S8810'48 "E
—o
/ r ` 1 S88'10'48 "E
Proposed Lot Line
64.91' 5.0'
51.03' (
LOT 2
(2)
c hain Zink fence
S8810'48 "E/
45.09'
10.00' f
she
et
LAND SURVEYOR'S CERTIFICATE
I, Richard L. Schroeter, registered as a land surveyor by the
State of Washington, certify that this plat is based on an
actual survey of the land described herein, conducted by me
or under my supervision; that the distances, courses and
angles are shown thereon correctly, and that monuments
other than those monuments approved for setting at a later
date, have been set and lot corners sta ed the ground as
depicted on the plat. ��� '�✓s�
0)
N
f 0
N
hO
.5
o X90, Stre R an d)
A41 Pain /
th fee tre /
i1.1 eos
canto ��3 6 Leos
, N -
LEGEND
® Concrete Monument in Case
}( Tack in Lead or Nail & Disk
O Set rebar w /cap #23604
• Found pipe or rebar
—
I
o.
J
(4)
chain Zink fence
is 3.5 north & 1.5' west
of set rebar w /cap
-c)
tr East line of the West
the East 210 feet
Existing
House
#4036
d
New Private 5' sewer
easement K.C. Rec.
L Line 2/3
110' of TrCIC
' io� pi
6.
: -' 1 ,— East Line Lot 3
.! "sP
Found 1 -1/2" brass disk w /pm
in pipe – 1/11/05
SURVEY FOR:
Haris Sijamic
15234 40th Ave. So.
Tukwila, WA
NE corner Lot 3
I
201.00' Plat (HELD)
RECORDING NO.
SCALE:
PORTION OF
_NL_1 /4 of SW_1 /4, S.22 _ T. 23 N., R. 4 _E., W.M.
AREAS:
LOT 1 = 6,504 s.f.
LOTS 2 = 12,982 s.f.
1 inch - 30 tt f77TICi
0
So. 148th Street
So. 160th Street
CHKD.. BY
Revised '8/16/05
S88'10'48 "E 1
30.00'
30'
VOL. /PAGE
y
f I0
Found brass pin in ° v
conc. in case – m
1 N.
0.07' South & 0.08' 0 `o
west of calc. position in m
1/11/05 ") 'a
V1 CO
I I W
e
E
s
coo
0' 10
Z
v M
SCALE
1 " =30'
30' 60'
Found 3" brass disk w /pm
in concrete in case —
1/11/05
South 1/4 corner Sec. 22,
T23N, R4E, W.M.
Found 2" brass disk w /pm
in concrete in case –
1/11/05
SCHROETEROLAND SURVEYING
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Sechurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679
OWN. BY
LAW
DATE 2/08/05 JOB NO. 458/20
DATE FIELD 1/11/05 PROJECT NO. 05001sp
SHEET
2 OF
S88 6 10 '
'48 "E
Private 20'
ement for access
ess & utilities K.C.
. #20050815001751
rivate 5' waterline
ent K.C. Rec.
0815001265
/
17.65'
w
;4 1 5; 2 2
r I ° z
5.00'
S88'10'48 "E
LOT 2
/
_ f New Private 5' waterline
easement K.C. Rec.
1.0 I - 1 1 #20050815001265
to I 1 LOT
Proposed Lot Line
1
004300'02303 S8510'48 " E
,
y — 45.09
1 1 N01'15.83'�E 10.00
1 S88'10'48 "E'
( i 64.91' 5.0'
110.00'
LOT
3p�
/
c
N
66.05'
S8810'48 "E
New Private 20'
easement for access
access & utilities K.C.
Rec. #20050815001751
rn
:«' N N
N 0 )
' x 0
w=
Found rebar w /cap #6228
0.03' east & 0.17' south
of calc. position.
Existing
house
#15220
60.00'
a�
s
a)
w
0
. o
C
chain link
fence
chain link
fence on top
8 "conc.
wall
0
0
d
S UB
Re jGhe
(3)
S88'10'48 "E
— o
L e o s
to
(Re:>.
Gr1 12 oi. divi
chain Zink fence
cn
1
chain Zink fence
is 3.5' north & 1.5' west
of set rebar w /cap
East line of the West 110'
the East 210 feet
Existing
House
#4036
New Private 5' sewer
easement K.C. Rec.
Lot Line 2/3
°d)
'S 33 Cj p ° 0J 7
(4)
AV 3r
k
fratio. 1.0-01
w• $ love 40 Av
‘,44- esoidtifiwthew St
aoos 0920 �����
1
201.00' Plat
NE corner Lot 3
G {5
ti�� 'col 6
East Line Lot 3
1
HELD)
1
1
Found 1 -1/2" brass disk w /pm
in pipe — 1/11/05
�
Found
conc. i
0.07'
west o
1/11/C
AREAS:
LOT 1 = 6,504 s. f.
LOT 2 = 12,982 s.