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CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: April 30, 2013
To: City Clerk's Office
From: Stacy M Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name: QFC Fuel Center #871 Variance
LUA (file) Number: LUA-13-000250, V-A
Cross-References: LUA12-083
AKA's:
Project Manager: Vanessa Dolbee
Acceptance Date: March 21, 2013
Applicant: James Coombes, Fred Meyer Stores, Inc.
Owner: Quality Food Center, Inc.
Contact: Robert McNeill, Barghausen Consulting Engineers, Inc.
PID Number: 1523059124
ERC Decision Date:
ERC Appeal Date:
Administrative Approval: April 11, 2013
Appeal Period Ends: April 25, 2013
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number;
Project Description: The applicant has requested a Variance from RMC4-2-120 to not require the
site-to-site vehicle access way as a part of the construction of a QFC Fuel Center featuring a 3,360
square foot canopy and a 160 square foot cashier's kiosk at 4615 NE 4th Street.
Location: 4615 NE 4th Street
Comments:
Denis Law
Mayor �ity Q f k J
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April 30, 2013 Department of Community and Economic Development
C.E."Chip"Vincent, Administrator
Robert McNeill
Barghausen Consulting Engineers, Inc.
18215 72nd Avenue S
Kent, WA 98032
SUBJECT: QFC Fuel Center#871 Variance
LUA13-000250, V-A
Dear Mr. McNeill:
This letter is to inform you that the appeal period ended April 25, 2013 for the
Administrative Variance approval. No appeals were filed, therefore, this decision is final
and application for the appropriately required permits may proceed.
The applicant should be aware that the Administrative Variance decision will expire two
(2) years from the decision date of April 11, 2013. If they are unable to commence
construction or otherwise implement effectively the variance granted within the two-
year time -frame, a single one (1) year extension may be requested in writing, pursuant
to RMC 4-9-250B.18.
If you have any questions regarding the report and decision issued for this variance
proposal, please call me at (425) 430-7314.
Sincerely,
Vanessa Dolbee
Senior Planner
cc: Quality Food Centers, Inc, / Owner(s)
James Coombes, Sr. - Fred Meyer Stores, Inc. / Applicant
Sally Wassall, Jacqueline Alexander / Farty(ies) of Record
Renton City Hall . 1055 South Grady Way , Renton, Washington 98057 . rentonwa.gov
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Project Location Map
Variance Report13-000250.docx
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DEPARTMENT OF COMMUNITY City of'.
AND ECONOMIC DEVELOPMENT`._
4
ADMINISTRATIVE VARIANCE REPORT & DECISION
A. SUMMARY AND PURPOSE OF REQUEST
REPORT DATE:
April 11, 2013
Project Name:
QFC Fuel Center #871/Renton Highlands
Project Number:
LUA13-000250, V-A
Project Manager:
Vanessa Dolbee, Senior Planner
Owner:
Quality Food Centers, Inc., 10116 NE 81h Street, Bellevue, WA 98004
Applicant:
James Coombes, Sr. Entitlements Manager, Fred Meyer Stores, Inc., 3800 SE
22nd Avenue, Portland, OR 97202
Contact:
Robert McNeill, Barghausen Consulting Engineers, Inc., 18215 72nd Avenue S,
Kent, WA 98032
Project Summary:
The applicant has requested a Variance from RMC 4-2-120 to not require the
site -to -site vehicle access way as a part of the construction of a QFC Fuel Center
CONCLI.1711JENCE
featuring a 3,360 square foot canopy and a 160 square foot cashier's kiosk at
DATEU411 1 12
4615 NE 4th Street. The applicant completed SEPA Environmental Review and
NAME INITIAilDATE
Site Plan Review under LUA12-083, for the Fuel Center. The vacant site is
located in the Commercial Arterial (CA) zone and is 22,092 square feet in size. A
limited right-in/right-out access is proposed along NE 4th Street and full access
aLpt
is proposed for Duvall Avenue NE. The site is located in the Aquifer Protection
.
Zone 2; no other critical areas exist on the subject site. A geotechnical report
and critical areas reconnaissance was submitted with the application.
Project Location:
4615 NE 4th Street
Exist. Bldg. Area SF:
N/A Proposed New Bldg. Area (footprint): 3,360 SF canopy
160 SF kiosk
Site Area:
22,092 SF Total Building Area GSF. 3,360 SF canopy
160 SF kiosk
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Project Location Map
Variance Report13-000250.docx
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Variance Repo rtl3-000250.docx
DEPARTMENT OF COMMUNITY city of
AND ECONOMIC DEVELOPMENT
ADMINISTRATIVE VARIANCE REPORT & DECISION
A. SUMMARYAND PURPOSE OF REQUEST
REPORT DATE:
April 11, 2013
Project Name:
QFC Fuel Center #871/Renton Highlands
Project Number:
LUA13-000250, V-A
Project Manager:
Vanessa Dolbee, Senior Planner
Owner:
Quality Food Centers, Inc., 10116 NE 8th Street, Bellevue, WA 98004
Applicant:
James Coombes, Sr. Entitlements Manager, Fred Meyer Stores, Inc., 3800 SE
22nd Avenue, Portland, OR 97202
Contact:
Robert McNeill, Barghausen Consulting Engineers, Inc., 18215 72nd Avenue S,
Kent, WA 98032
Project Summary:
The applicant has requested a Variance from RMC 4-2-120 to not require the
site -to -site vehicle access way as a part of the construction of a QFC Fuel Center
featuring a 3,360 square foot canopy and a 160 square foot cashier's kiosk at
4615 NE 4th Street. The applicant completed SEPA Environmental Review and
Site Plan Review under LUA12-083, for the Fuel Center. The vacant site is
located in the Commercial Arterial (CA) zone and is 22,092 square feet in size. A
limited right-in/right-out access is proposed along NE 4th Street and full access
is proposed for Duvall Avenue NE. The site is located in the Aquifer Protection
Zone 2; no other critical areas exist on the subject site. A geotechnical report
and critical areas reconnaissance was submitted with the application.
Project Location:
4615 NE 4th Street
Exist. Bldg. Area SF:
N/A Proposed New Bldg. Area (footprint): 3,360 SF canopy
160 SF kiosk
Site Area:
22,092 SF Total Building Area GSF: 3,360 SF canopy
160 SF kiosk
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Variance Repo rtl3-000250.docx
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City of Renton Oeportment of Community & Economic Development Administrative variance Report & Decision
FUEL CENTER #871/RENTON HIGHLANDS LUA13-000250, V-A
Report of: April 11, 2013 Page 2 of 6
B. PROJECT DESCRIPTION/BACKGROUND:
The applicant has requested a Variance from RMC 4-2-120 to not require the site -to -site vehicle access
way as a part of the construction of a QFC Fuel Center featuring a 3,360 square foot canopy and a 160
square foot cashier's kiosk at 4615 NE 4th Street. The applicant completed SEPA Environmental Review
and Site Plan Review under LUA12-083, for the Fuel Center. Condition of approval 4. of the approved
Site Plan required either an approved variance or the requirement of the site -to -site vehicle access. As
such, the applicant has requested the variance from the requirement.
This variance review does not include a full site plan review as this has already been completed via
LUA12-083 and is strictly reviewing the variance request.
The vacant site is located in the Commercial Arterial (CA) zone and is 22,092 square feet in size. The
subject site is located on the southwest corner of the intersection of NE 4th Street and Duvall Avenue
NE, at 4615 NE 4th Street. Historically a gas station was located on the subject site, which has been
demolished and removed. The site is relatively fiat with an overall elevation difference of less than 5
feet.
A limited right-in/right-out access is proposed along NE 4th Street and full access is proposed for Duvall
Avenue NE. The site is located in the Aquifer Protection Zone 2; no other critical areas exist on the
subject site. A geotechnical report and critical areas reconnaissance was submitted with the
application.
C. EXHIBITS:
The following exhibits were entered into the record:
Exhibit 1:
Aerial Photo
Exhibit 2:
Zoning Map
Exhibit 3:
Neighborhood Detail Map
Exhibit 4:
Architectural Site Plan
Exhibit 5:
Exterior Elevations and Signage
Exhibit 6.
Landscape Plan, colored
Exhibit 7:
Public Comment Letter, Sally Wassall
D. FINDINGS:
Having reviewed the written record in the matter, the City now makes and enters the following:
1. Request: The applicant has requested an administrative variance from RMC 4-2-120 to not require
the site -to -site vehicle access way as a part of the construction of a QFC Fuel Center.
2. Administrative Variance: The applicant's administrative variance submittal materials comply with
the requirements necessary to process a variance request. The applicant's site plan, elevation
drawings, and landscape plan are provided as Exhibits 4 through 6.
Variance Reportl3-000250.docx
0 0
City of Renton Department of Community & Economic Development Administrative Variance Report & Decision
FUEL CENTER #871/RENTON HIGHLANDS LUA13-000250, V-A
Report of: April 11, 2013 Page 3 of 6
3. Existing Land Use: The subject parcel is surrounded on all sides by existing strip commercial,
including but not limited to Dairy Queen, Mongolian Grill, QFC Grocery Store, Chiropractic Office,
etc. The subject site is currently vacant.
4. Zoning: The subject property is within the Commercial Arterial (CA) zone (Exhibit 2).
S. Topography: The site relatively flat with an overall elevation difference of less than 5 feet.
b. Lots and Building Size: The lot area is 22,092 square feet in size. The propsoed QFC Fuel Center
features a 3,360 square foot canopy and a 160 square foot cashier's kiosk.
E. CONSISTENCY WITH VARIANCE CRITERIA.,
Section 4-9-250B.5.a. Lists 4 criteria that the Planning Director is asked to consider, along with all other
relevant information, in making a decision on an Administrative Variance application. These include
the following:
The Planning Director shall have authority to grant an administrative variance upon making a
determination, in writing, that the conditions specified below have been found to exist:
a. That the applicant suffers practical difficulties and unnecessary hardship and the variance is
necessary because of special circumstances applicable to subject property, including size, shape,
topography, location or surroundings of the subject property, and the strict application of the
Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other
property owners in the vicinity and under identical zone classification:
The applicant contends that the site -to -site access required in the CA zone would limit the
redevelopment potential of the site, especially when site constraints are taken into account. The
sites topography along the south property line reveals a grade differential of about 7-8 percent,
where the proposed access would be located. This would result in a connection that would exceed
the normal gradient utilized for such connections. Furthermore, the small size of the site and the
required locations for vehicular site access resulted in the fuel station canopy being placed at an
angle on the site. If a connection was provided to the CA zoned property to the south it would
result in a conflict between the fuel pump vehicle stacking and the interconnection. Lastly, the
requirement for the connection would impact existing parking stalls located on the adjacent
property potentially resulting in an adverse impact to the parking situation on the adjacent
property.
Staff has reviewed the applicant's justifications and concurs with their analysis. In addition, the
assess driveways proposed along NE 4th Street and Duvall Avenue NE are located as far as possible
to the west and south respectively. These access locations were chosen to reduce conflicts with
the signalized intersection at NE Ott' Street and Duvall Avenue NE. As the applicant has indicated
above, due to the vehicular access points on the site, the fuel pump stacking would be impacted
with an internal connection. This could be avoided by changing the location of the site
ingress/egress; however the access points cannot be moved to a new location as it would result in
adverse impact to the signalized intersection. Additionally, the site -to -site access cannot be
accomplished to the west as there is an existing commercial building that abuts the property line.
A vehicular connection could not be made without removal of the commercial building. Based on
the analysis above, staff concludes that the applicant suffers practical difficulties and unnecessary
hardship if required to provide the site -to -site access. This variance would be necessary because of
Variance Reportl3-000250.docx
City of Renton Department of community & Economic Development Administrative Variance Report & Decision
FUEL CENTER #871/RENTON HIGHLANDS LUA13-000250, V-A
Report of- April 11, 2013 Page 4 of 6
the special circumstances applicable to the subject property, such as intersection and site access
spacing requirements, topography, and existing buildings located on the adjacent site.
b. That the granting of the variance will not be materially detrimental to the public welfare or
injurious to the property or improvements in the vicinity and zone in which subject property is
situated:
The applicant contends that the potential for vehicular conflicts with queued vehicles and/or
possible blockage from utilizing the required interconnection would result in adverse impacts on
adjacent properties and/or the safety and welfare of the general public. Thereby not requiring the
site -to -site access would significantly reduce, if not eliminate any adverse or safety impacts.
Furthermore, the applicant contends that limiting the ingress/egress choices for the overall facility
would promote a consistent, orderly flow of vehicular traffic through the existing driveways and
would eliminate the temptation to unnecessarily utilize adjacent properties as a shortcut.
Staff has reviewed the applicant's justifications and concurs with their analysis. In addition to the
above justification, the property located to the south of the site is a long narrow section of the
parcel located to the west. This narrow portion of the site is only developed with parking for the
neighboring commercial development. Behind the linear parking lot is a multi -family development.
Currently the applicant has proposed to landscape the south property line instead of provide the
site -to -site access. If the site -to -site access is required the headlights of any vehicle exiting the fuel
station through the internal access would shine into the windows of the residential development.
Furthermore, requiring the site -to -site access would eliminate a large portion of the proposed
landscaping along the south property line which acts as a screen to the existing residential
development. As such, granting of the requested variance would not be materially detrimental to
the public welfare or injurious to the property or improvements in the vicinity and the zone, in fact
it would result in increased site safety, circulation, and reduce potential impacts on the nearby
residential development.
c. That approval shall not constitute a grant of special privilege inconsistent with the limitation
upon uses of other properties in the vicinity and zone in which the subject property is situated:
The applicant contends that surrounding commercial properties have failed to provide site -to -site
interconnections and not developing such a connection would be consistent with existing
development patterns in the vicinity.
Staff has reviewed the applicant's justifications and partially concurs with their analysis. The
adjacent properties that have "failed" to provide such a connection were built prior to the code
requirement for such a connection, therefore, these developments did not "fail to meet code".
However, the applicant is correct in stating that not providing such a connection would be
consistent with the existing development pattern in the vicinity. However, more importantly the
subject site has physical and site design constrains that have resulted in this variance request. Such
site constraints are analyzed above under criterion a. Due to the site constraints the variance would
not grant special privilege inconsistent with the limitation upon uses of other properties in the
vicinity and zone in which the subject property is situated.
d. That the approval as determined by the Planning Director is a minimum variance that will
accomplish the desired purpose:
Variance Reportl3-000250.docx
City of Renton Deportment of Community & Economic Development Administrative Variance Report & Decision
FUEL CENTER #8711RENTON HIGHLANDS LUA13-000250, V-A
Report of: April 11, 2013 Page 5 of 6
The applicant contends that eliminating the site -to -site access requirement would allow for
adequate queuing to be maintained at the fuel pumps, while providing the minimal room needed
for customer ingress/egress at the proposed driveways, preventing unnecessary blockage and
vehicular conflicts.
Staff has reviewed the applicant's justifications and concurs with their analysis. The approval of the
requested variance is the minimum necessary to accomplish safe site circulation and maintain
appropriate ingress/egress spacing from the signalized intersection at NE 4th Street and Duval
Avenue NE. Furthermore, approving such a variance would improve the public safety, health and
welfare by providing reduced vehicular conflicts and maintaining a landscaping screen between the
proposed fueling station and the nearby residential development.
F. CONCLUSIONS:
1. The subject site is located on the southwest corner of the intersection of NE 4th Street and Duvall
Avenue NE, at 4615 NE 4th Street, within the Commercial Arterial (CA) zone.
2. The CA zone requires a connection be provided for site -to -site vehicle access ways to allow a
smooth flow of traffic across abutting CA parcels without the need to use a street. The applicant is
requesting to not provide the site -to -site access.
3. The requested variance meets the four criteria to be considered in making a decision on a variance
request as specified in RMC 4-9-2508.5. The analysis of the proposal according to variance criteria
is found in the body of the Staff Report.
G. DECISION:
The Administrative Variance for the QFC Fuel Center #871/Renton Highlands Variance, File No. LUA13-
000250, is approved subject to the following condition:
1. The project shall comply with all the conditions identified in the Environmental Review and Site
Plan Approval located in City file LUA12-083.
DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
G� \
C.F. "Chip" Vincent, CED Administrator
TRANSMITTED this 11`h day of April, 2013 to the Owner/Applicont/Contoct:
Quality Food Centers, Inc.
10116 NE 8th Street
Bellevue, WA 98004
Variance Reportl3-000250.docx
James Coombes,
Sr. Entitlements Manager Fred Meyer Stores, Inc.,
Fred Meyer Stores, Inc.
3800 SE 22nd Avenue
Portland, OR 97202
41
Date
Robert McNeill,
Barghausen Consulting Engineers, Inc.,
18215 72nd Avenue S
Kent, WA 98032
City of Renton Department of Commun �omic Development �leministrative Variance Report & Decision
FUEL CENTER #8711RENTON HIGHLAN LUA13-000250, V-A
Report of: April 11, 2013 ^� Page 6 of 6
TRANSMITTED this 11th day of April, 2013 to the Party(ies) of Record:
Sally Wassall Jacqueline Alexander
342 Sunset Avenue N 301 Chelan Place NF #C2
Edmonds, WA 98020 Renton, WA 98059
TRANSMITTED this 11th day of April, 2013 to the following:
Neil Watts, Development Services Director
Kayren Kittrick, Development Services
Jennifer Henning, Current Planning
Fire Marshal
Renton Reporter
H. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION
The administrative land use decision will become final if the decision is not appealed within 14days of the
effective date of decision.
APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing
Examiner on or before 5:00 PM on April 25, 2013. An appeal of the decision must be filed within the 14 -
day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Appeals to the Examiner are governed by City
of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be
obtained from the Renton City Clerk's_office, Renton City Hall — 7th Floor, (425) 430-6510. Appeals must be
filed in writing, together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady
Way, Renton, WA 98057.
RECONSIDERATION: Within 14 days of the effective date of decision, any party may request that the
decision be reopened by the approval body. The approval body may modify his decision if material
evidence not readily discoverable prior to the original decision is found or if he finds there was
misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient
evidence to amend the original decision, there will be no further extension of the appeal period. Any
person wishing to take further action must file a formal appeal within the 14 -day appeal time frame.
EXPIRATION: The variance(s) approval will expire two (2) years from the date of decision. A variance one
(1) year extension may be requested pursuant to RMC 4-9-2506.17.
THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private ane -on -one)
communications may occur concerning the land use decision. The Doctrine applies not only to the initial
decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval
date must be made in writing through the Hearing Examiner. All communications are public record and
this permits all interested parties to know the contents of the communication and would allow them to
openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the
appeal by the Court.
Variance Reportl3-000250.docx
0 •
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Cit/ of
Mayor ._- t ,� rd!
April 23, 2013 Department of Community and Economic Development
GE."Chip"Vincent, Administrator
Sally Wassall
342 Sunset Ave. N.
Edmonds, WA 95020
SUBJECT: RESPONSE TO COMMENTS, QFC FUEL CENTER #871/RENTON
HIGHLANDS, LUA13-000250
Dear Ms. 1lWassall:
Thank you for your comments on the QFC Fuel Center variance request, City file number LUA13-
000250. Your comments will be placed in the project official file and have been made an Exhibit
of the decision. In addition, you have been added to the Party of Record list far the subject
project and therefore should have received a copy of the variance decision.
The City has asked the project applicant to provide you with some answers to your landscaping
and lot line questions. Please see their response enclosed.
If you have future comments or concerns, please feel free to contact me at 425-430-7314.
Sincerely,
Vanessa Dolbee
Seinor Planner
Enclosure — Applicants response e-mail and attachments
cc: File
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 . rentonwa.gov
Vanessa Dolbee
From:
Bob McNeill <bmcneill@barghausen.com>
Sent:
Friday, April 12, 2013 11:01 AM
To:
Vanessa Dolbee
Cc:
Tim Hansen; Gootee, Bryan P (bryan.gootee@kroger.com); Chris Ferko; Art Seidel; Jay
Grubb; File
Subject:
Response to Public Comment / Variance ... QFC Fuel / Renton Highlands 1 #871 ... BCE #
15432.1
Attachments:
QFC Fuel #871 - Landscape Plan-Color.pdf; QFC Fuel #871 - Planting Schedule.pdf
Follow Up Flag:
Fallow up
Flag Status:
Flagged
Vanessa...
In response to the Wassail's concern over landscaping along the W property line, I am attaching PDF files of the fuel facility's
landscape plan, along with the planting schedule.
This colored version of the landscape plan provides a strikingly visual presentation of the trees and plantings proposed,
while clearly outlining the separation between the adjacent buildings and the fuel site. Symbols used for trees are intended
to show approximate canopy width after 10-12 years of growth (some species take longer to reach maturity).
The planting schedule — which identifies all landscape elements by species as well as their common name -- is presented in
approximate order of height, taller trees at the top, progressing downward through shrubs and then ground cover.
This presentation should assuage any doubts about potential interference with ingresslegress to the adjacent property and/or
HVAC equipment, as adequate clearance and separation is clearly provided.
Please do not hesitate to contact me with any questions or follow-up comments.'
----------------------------------------------------------------------
Robert McNeill
Senior Planner
Barghausen Consulting Engineers, Inc.
18215 72nd Avenue South Kent WA 98032
Direct 1425-656-1061 Corporate 1425.251-6222 Mobile 1206.396-8598 Fax 1425-251-8782
Website I hqJ www,barghausen.com E -Mail I bmcneillAbarghausen.com
(-� Please consider the environment before printing this email.
NOTICE: The information contained in this ELECTRONIC MAIL transmission and7or any attached documents or files, remains confidential and private. This information is intended for
the exclusive use of the addressee(s). If you are not an intended recipient, you are hereby notified that any use, disclosure, dissemination, distribution (other than to the addressee(s)),
copying or taking of any action related to this information is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone at 425-251-
6222. The designs, plans, data, and other documentation related to the work of Barghausen Consulting Engineers staff, remain the sole property of Barghausen Consulting Engineers,
Inc. until/unless contractually released to clients, design professionals and/or government jurisdictions.
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PLAN REVIEW COMMENAkLUA13-000250) >~ City of
PLAN ADDRESS: Ne 4615 4Th St APPLICATION DATE: 02/2812013
Renton, WA 98059
DESCRIPTION: The applicant has requested a Variance from RMC4-2-120 to not require the site -to -site vehicle access way as a part of the construction of
a QFC Fuel Center featuring a 3,360 square foot canopy and a 160 square foot cashier's kiosk at 4615 NE 4th Street. The applicant
completed SEPA Environmental Review and Site Plan Review under LUA12-083, for the Fuel Center. The vacant site is located in the
Commercial Arterial (CA) zone and is 22,092 square feet in size. A limited right-in/right-out access is proposed along NE 4th Street and full
access is proposed for Duvall Avenue NE. The site is located in the Aquifer Protection Zone 2; no other critical areas exist on the subject
site. A geotechnical report and critical areas reconnaissance was submitted with the application.
Community Services Review Leslie Betlach Ph: 425-430-6619 email: LBetlach@rentonwa.gov
Recommendations: Preliminary landscape plan is not included. Please coordinate tree species selection with Urban Forestry Manager at (425)
430-6601.
Technical Services Bob MacOnie Ph: 425-430-7369 email: bmacenie@rentonwa.gov
Recommendations: Use standard City of Renton Deed of Dedication form.
Label the legal description as Exhibit A and the Map Exhibit as Exhibit B.
Use Page of Pages page number format on every page.
Reviewer Comments Kayren Kittrick Ph: 425-430-7299 email: kkittrick@rentanwa.gov
Item Review Name: Engineering Review
Comments: No comments. No objections.
Item Review Name: Technical Services
Comments: Reviewed green folder: 4/5/2013 sans dedication
Reviewed dedication exhibits: 418/2013 added Recommendations
April 11, 2013 Page 1 of 1
NOTICE OF APPLICATION
A MaserApplication has been filed and accepted wllh the Department of Community d Econamlp Development
ICED)—Planning Division of the City a Renton. The fohowlny briefly deuribes the appllcetipn and the necessary
Publk Approvals.
DATE OF NOTICE OF APPLICATION: March 21, 2013
PROJECT NAMEINUIVIIi QFC Fuel CenOer 4871 Variance l I UAI3D00250, V-A
PROTECT DESCRIPTION, the applicant has requested a Variance from RMC4-2-120 to -t require the
sde"to-site yehlcle access way as a part of the construrtinn of a QFC Fuel Center featuring a 3,360 square foot canopy
and a 160 square foot cashier's kiosk at 4615 NE 41h Street. The applicant campleted SEPA Erwironmental Review and
Site Plan Review unre: LUAI2-083, for the Fuel Cont— The vacant site is loured in the Commercial Arterial (CA) lone
and is 22,092 square feet in Site A Imiled right,iu/NgM"opt access is proposed along NE 61h 51ree1 and lull access is
p mpased for Duvall Avenue NE. The site is located in the Aquilef Protech -Zane 2; no other critical areas e%iet on ;he
s object site. A ge4techrical report and eritical areas retpnneis_sanee was subrlillted with the eppiicatian.
PR DI F CT LDCATI O N: 4815 NE A° Street
PUBUCAPPROVAIS: Administrative Variance Review
APPLICANT/FROIECT CONTACT PERSON, Ro4ert McNeill, BarghausenConsulting Engineers, Inc; 2B21572i° Avenue
5; gent, WA 48032; 11 bmcneill@bafghausen,com
PUBUC HEARING: NIA
Ccmments an the above appllratlon must he submitted im wrlting to Vanessa Doltlee, 5enler Plannar, Department of
Co. mu nity G ETnna mic Cay21optne M. ]055 South Grady Way, Renton, WA 98057, by SAD p.m, on April 4, 2013. If
you have questions about this proposal, orwish to be made a party of record and —Ne addllional noliracation by mail,
on tan the Project Manager at (4251430-7314. Anyone wM submhs written comments -lil automatically become a
party of record and Mil be nuttlted of any decision on tints pmjed.
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
DATE OF APPLICATION: February 2a, 2013
NOTICE OF COMPLETE APPLICATION; March 21, 21013 _ }
_.—
Per
air a
as
If ypu would like to be made a party of record to receive further informetiam on this proposed prejeci, complete this
farm and return lo: City of mton, GED, Planning Division, 1055 Sculh Grady Way. Remtan, WA 98057.
F'rle Na me l No-: QFC Fuel Cerner k871 Variance J LUA13-OW250, V-A
NAME' —
MAiLINGADDRE55: _ ,—CitylSta[e/Zip:
TELEPHONE NO.;
CERTIFICATION
1, ni D6 _ " , hereby certify that copies of the above document
were posted in conspicuous places or nearby the d cribed property on
Date: Sign
STATE OF WASHINGTON }
} SS
COUNTY OF KING 1
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
uses and purposes mentioned in the instrument.
Dated:-'aquiii 7_!
s� 44 Notary Publicqn and for the State of Washington
' � oRk a'•s 7.; Notary (Print):
sp u s 0 r
'�" Rua`' r,' O My appointment expires: . ,. �r -! 1,21. 2.11
FffF11t1V1ti�ti"'` GJ
y
CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 21st day of March, 2013, 1 deposited in the mails of the United States, a sealed envelope containing
Acceptance Letter and Notice of Application documents. This information was sent to,
Name
Representing
Quality Food Centers Inc.
Owner
Robert McNeill
Contact
James Coombes
Applicant
300' Surrounding Property Owners
See attached
(Signature of Sender):
STATE OF WASHINGTON )� - NON Lr
g •
SS Z'w o�Aay'�P�'% i
COUNTY OF KING
I certify that I know or have satisfactory evidence that Stacy M. Tucker �viXi A''ir8-2gr � rt
signed this instrument and acknowledged it to be his/her/their free and volunti l,,y, and purposes
mentioned in the instrument. �fhti�t�������````�
Dated: _fit;' ., ur ' ' i..�{_� :ii �A
Notary
C.,
is in and for the State of Washington
Notary (Print); 14. -'
My appointment expires: 5. yt1
1
Project Name: QFC Fuel Center #871 Variance
Project Number: LUA13-000250, V-A
0 •
4TH & BREMTERTON LLC % CLIF ALEXANDER DI A
2004 HOLIDAY CIR SE 4651 NE 3RD CT #A2
OLYMPIA, WA 98501 RENTON , WA 98059
ALIMENT DIANE BAGLEY SHAWNA
301 CHELAN PL NE #C-1
RENTON , WA 98059
BUENAFE MICHAEL T
4651 NE 3RD CT #A1
RENTON , WA 98059
DE ASIS NORMAN M+MARIBETH V
4650 NE 3RD LN UNIT F2
RENTON , WA 98059
FOOTE MICHAEL J
4601 NE 3RD CT ##B 3
RENTON , WA 98059
GRIFFITH LARRY L
201 UNION AVE SE #185
RENTON , WA 98059
HERRYGERS GARY M+KATHY J
325 CHELAN PL NE #D-1
RENTON , WA 98059
ISOLA REAL ESTATE II
555 RENTON VILLAGE PL S #570
RENTON , WA 98057
JONES NICOLE C
4661 NE 3RD CT #A-3
RENTON , WA 98059
LIOU YU CHIAO
4600 NE 3RD LN UNIT E-1
RENTON , WA 98059
CHAN STEVEN+XIAO LING
4650 NE 3RD LN #F3
RENTON , WA 98059
DOWD KERRI J
4660 NE 3RD CT #J4
RENTON , WA 98059
FULGHUM GARRY T
325 CHELAN PL NE UNIT D3
RENTON , WA 98059
GRIFFITH LAWRENCE L+SHARON
201 UNION AVE SE #185
RENTON , WA 98059
HIGHLAND PROFESSIONAL PLAZA
CIO SUHRCE MANAGEMENT INC
2010 156TH AVE NE #100
BELLEVUE , WA 98007
JOHNSON BRUCE A
4650 NE 3RD LN #F1
RENTON , WA 98059
KEENEIAN+AMABEL
325 CHELAN PL NE #D-4
RENTON , WA 98059
MCCLINOY TIMOTHY
ALEXANDER JACQUELINE V
301 CHELAN PL NE
RENTON , WA 98059
BROMM REBECCA L
4600 NE 3RD LN #E-4
RENTON , WA 98059
CLAYTON JASON H+EKOMO
4600 NE 3RD ST #E-3
RENTON , WA 98059
EASTSIDE FUNDING LLC
3933 LAKE WASHINGTON BLVD #100
KIRKLAND , WA 98033
GARRIS HEIDI M
4660 NE 3RD CT #J 3
RENTON , WA 98059
HCW FAMILY PARTNERS LLC
12509 130TH LN NE
KIRKLAND , WA 98034
HOSEA LINDA M
4625 NE 3RD LN #G 3
RENTON , WA 98059
JOHNSON ELEANOR L
320 CHELAN PL NE #H4
RENTON , WA 98059
LIN RENEE C+HSIEN-LAN ET AL
301 CHELAN PL NE #C 3
RENTON , WA 98059
MINA-NEAL GINA L
4625 NE 3RD LN #G-4 4604 NE 4TH 4650 NE 3RD LN #F-4
RENTON , WA 98059 RENTON , WA 98059 RENTON , WA 98059
0
•
MJELDE & HEINZ
MOKEN LLC
MONTGOMERY JERRY L
10950 164TH AVE SE
20119 106TH PL E
4526 NE 4TH
RENTON , WA 98059
BONNEY LAKE, WA 98391
RENTON , WA 98056
MOORE GERALDINE
NGUYEN HENRY H+HANG S
NICKEL & COMPANY LLC
325 CHELAN PL NE #D-2
320 CHELAN PL NE #H1
1014 VINE ST #7TH FLOOR
RENTON , WA 98059
RENTON , WA 98059
CINCINNATI, OH 45202
OLUWA-TOFEHINTI OLU+BOLANLE
PETSCHE JEANNE L
PHILIPS WILLIAMINA
4625 NE 3RD LN UNIT G2
4660 NE 3RD CT #J-1
4625 NE 3RD LN #G-1
RENTON , WA 98059
RENTON , WA 98059
RENTON , WA 98059
PYATESKAY ALLA
RENTON MINI LLC
SHEEN JOHN P+ADA J
C/O URBAN SELF STORAGE
4601 NE 3RD CT #61
918 S NORTON ST #1000
320 CHELAN PL NE #H-2
RENTON , WA 98059
SEATTLE, WA 98134
RENTON , WA 98059
STELLJES GREGORY
SZWED ANETA
WA RESTAURANT -HIGHLAND MKT
4601 NE 3RD CT #B-2
4660 NE 3RD CT #J-2
7525 SE 24TH ST STE 315
RENTON , WA 98059
RENTON , WA 98059
MERCER ISLAND, WA 98040
WALSH JOHN P
WARNOCK TARA
WIATR ANDREY
320 CHELAN PL NE #H-3
4601 NE 3RD CT UNIT B-4
4600 NE 3RD LN #E 2
RENTON , WA 98059
RENTON , WA 98059
RENTON , WA 98059
YEE ALAN C
4957 LAKEMONT BLVD SE #C4-305
BELLEVUE , WA 98006
0 0
City Of
NOTICE OF APPLICATION
A Master Application has been filed and accepted with the Department of Community & Economic Development
(CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary
Public Approvals.
DATE OF NOTICE OF APPLICATION: March 21, 2013
PROJECT NAME/NUMBER: QFC Fuel Center #871 Variance / LUA13-000250, V-A
PROJECT DESCRIPTION: The applicant has requested a Variance from RMC4-2-120 to not require the
site -to -site vehicle access way as a part of the construction of a RFC Fuel Center featuring a 3,360 square foot canopy
and a 160 square foot cashier's kiosk at 4615 NE 4th Street. The applicant completed SEPA Environmental Review and
Site Plan Review under LUA12-083, for the Fuel Center. The vacant site is located in the Commercial Arterial (CA) zone
and is 22,092 square feet in size. A Jimited right-in/right-out access is proposed along NE 4th Street and fuli access is
proposed for Duvall Avenue NE. The site is located in the Aquifer Protection Zone 2; no other critical areas exist on the
subject site. A geotechnical report and critical areas reconnaissance was submitted with the application.
PROJECT LOCATION: 4615 NE 4`" Street
PUBLIC APPROVALS: Administrative Variance Review
APPLICANT/PROJECT CONTACT PERSON: Robert McNeill, Barghausen Consulting Engineers, Inc.; 18215 72"d Avenue
S; Kent, WA 98032; Eml: bmcneill@barghausen.com
PUBLIC HEARING:
N/A
Comments on the above application must be submitted in writing to Vanessa Dolbee, Senior Planner, Department of
Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on April 4, 2013. If
you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail,
contact the Project Manager at (425) 430-7314. Anyone who submits written comments will automatically become a
party of record and will be notified of any decision on this project.
' PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
DATE OF APPLICATION; February 28, 2013
NOTICE OF COMPLETE APPLICATION: March 21, 2013
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Ifyou would like to be made a party of record to receive further information on this proposed project, complete this
form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057.
File Name / No.: QFC Fuel Center #871 Variance/ LUA13-000250, V-A
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
City/State/Zip:
Denis Law City
Mayor
Department of Community and Economic Development
March 21, 2013 C.E."Chip"Vin cent, Administrator
Robert McNeill
Barghausen Consulting Engineers, Inc.
18215 72"d Avenue S
Kent, WA 98032
Subject: Notice of Complete Application
QFC Fuel Center #871 Variance, E_UA13-000250, V-A
Dear Mr. McNeill:
The Planning Division of the City of Renton has determined that the subject application
is complete according to submittal requirements and, therefore, is accepted for review.
You will be notified if any additional information is required to continue processing your
application. Please contact me at (425) 430-7314 if you have any questions.
Sincerely,.
Vanessa Dolbee
Senior Planner
cc: quality Food centers Inc. J Owner(s)
James Coombes Fred Meyer Stores, Inc. / Applicant
Renton City Hall . 1055 South Grady Way • Renton, Washington 98057. rentonwa.gov
City of Renton
LAND USE PERMIT
MASTER APPLICATION z
PROPERTY OWNER(S)
NAME: Quality Food Centers, Inc.
a Division of Fred Meyer Stores, Inc.
10116 NE 8th Street
ADDRESS:
CITY: Bellevue WA ZIP: 98004
TELEPHONE NUMBER: 425-462-2163
APPLICANT (if other than owner)
NAME: Jaynes Coombes, Sr Entitlements Manager
Fred Meyer Stores, Inc.
COMPANY (if applicable): Fred Meyer Stores, Inc.
ADDRESS: 3800 SE 22nd Avenue
CITY: Portland OR ZIP: 97202
TELEPHONE NUMBER: 503-797-5617
CONTACT PERSON
NAME: Robert McNeill
Senior Planner
COMPANY (if applicable): Barghausen Consulting
Engineers, Inc.
ADDRESS: 18215 72nd Avenue S
CITY: Rent WA ZIP: 98032
TELEPHONE NUMBER AND EMAIL ADDRESS:
Direct Line: 425-656-1061 Cell: 206-396-8598
Corporate: 425-251-6222 Fax: 425-251-8782
bmeneill@barghausen.com
1-[ACEDlDatulForms-Ternplates\Self--Help HandoutsTlaniing\masterapp.doc - 1 -
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
QFC Fuel Center #8711 Renton Highlands
PROJECT/ADDRESS(S)ILOCATION AND ZIP CODE:
4615 NE 4th Street
Renton WA 98059
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
1523059124
EXISTING LAND USE(S):
Vacant/ Commercial Property
PROPOSED LAND USE(S):
Commercial Retail I Fuel Facility
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Commercial Corridor I CC
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable) No Change Proposed
EXISTING ZONING:
Commercial Arterial ICA
PROPOSED ZONING (if applicable):
No Change Proposed
SITE AREA (in square feet):
22,092 SF
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
DEDICATED:
--2,400 SF of dedication
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
NIA
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable) NIA
NUMBER OF PROPOSED LOTS (if applicable)
NIA
NUMBER OF NEW DWELLING UNITS (if applicable):
NIA
03/11
11
PROJECT INFORMAT
NUMBER OF EXISTING DWELLING UNITS (if applicable):
NIA
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable):
N/A
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable):
NIA
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): 3,360 I Canopy & 1201 Kiosk
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NIA ... Vacant
NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if
applicable): 3,480 SF 1 Fuel Canopy & Kiosk Combined
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW
PROJECT (if applicable): 1-2 per Shift/ TBD
11
ION (continued)
PROJECT VALUE:
$ 417,600... estimated
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
❑ AQUIFIER PROTECTION AREA ONE
V AQUIFIER PROTECTION AREA TWO
❑ FLOOD HAZARD AREA
NIA sq. ft.
❑ GEOLOGIC HAZARD
NIA sq. ft.
❑ HABITAT CONSERVATION
NIA sq. ft.
❑ SHORELINE STREAMS & LAKES
NIA sq. ft.
❑ WETLANDS
NIA sq. ft.
LEGAL DESCRIPTION OF PROPERTY
Attach legal description on separate sheet with the following information included
SITUATE IN THE NW 114 QUARTER OF SECTION 15 , TOWNSHIP 23 , RANGE 5E , IN THE CITY
OF RENTON, KING COUNTY, WASHINGTON
11 AFFIDAVIT OF OWNERSHIP
I, (Print Namels) Rob e— — declare under penalty of perjury under the laws of the State of
that I am (please check one) the rent owner of the property involved in this application or _AZthe authorized
r tive to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein
contai and the information herewith are in all respects true and correct to the best of my knowledge and belief.
Signature of Owner/Representative Date Signature of OwnerlRepresentative Date
OFtit(SwOrU
STATE OF WA&4 Q4 N )
1�1u t -lo Y� ) SS
COUNTY OF KIP! )
I certify that I know or have satisfactory evidence that ko _� LLL Y V' t_l t-- WA SOIn
signed this instrument and acknowledge it to be his/her/their free and voluntary act fo e
uses and purpose mentioned in the instrument.
1 (10 LZ013
Dated
KOFFICIAL SEAL
GINGER L PULLEN
TARY PUBEJC-OREGON
OMMISSION NO.447100
N WIFCS MARCH 25, 2014
Not ry Public in a " for the State ofwas4"jter:F• 0rf,30 V7
Notary (Print): 4 b' 1G Y � e y ._._
My appointment expires: i' " OI y c�N o2.S r d'01�
1I:\CED\Data\Forms-Tempiates\Self-fielp Handouts\PlanningLmasterapp.doc - 2 - 03/11
0 0
FRED MEYER STORES INC.
CERTIFICATE OF INCUMBENCY
The undersigned hereby certifies that she is the Assistant Secretary of
Fred Meyer Stores, Inc., an Ohio corporation (the "Company"), and that the
following persons hold the position set forth opposite his/her name below:
President
Lynn T. Gust
Senior VP & Chief. Financial Officer
David Deatherage
Vice President
Robert W. Clark
Vice President
Robert Currey -Wilson
Vice President & Assistant Treasurer
James C. Aalberg
The undersigned further certifies that the signature of the person set forth
below is the true and genuine signature of such person:
Name
Lynn T. Gust
David Deatherage
Robert W. Clark
Robert Currey -Wilson
James C. Aalberg
Position
President
Senior VP & Chief Financia
Officer
Vice President
Vice President
Vice President & Assistant
Treasurer
IN WITNESS WHEREOF, the undersigned has executed and delivered
this Certificate of Incumbency on this /0 day of January, 2013.
fj i l l'
Nona M. Soltero, Assistant Secretary
0 0
FRED MEYER STORES, INC.
ASSISTANT E RE ARY'S CERTIFICATE
I, Nona M. Soltero, Vice President & Assistant Secretary of Fred Meyer Stores,
Inc., a corporation organized and existing under and by virtue of the laws of the State
of Ohio (the "Company"), do hereby certify that the following is a true and exact
copy of certain resolutions adopted by the Board of Directors of the Company through
an action by unanimous written consent dated as of March 8, 2012; and I further
certify that these resolutions have not been amended, modified or rescinded and
remain in full force and effect:
RESOLVED, That any of the following persons be, and they hereby are,
authorized for and on behalf of the Company to sell or transfer real
property, and to execute and deliver deeds and any other documents
necessary or incident thereto where the consideration for any such sale
or transfer does not exceed the sum of lofty Million Dollars
($5%000,000) in the aggregate in one transaction, to wit: the
President, any Executive Vice President, any Senior Vice President,
any other elected dice President, and any other person duly authorized
by the President; and that the Secretary or any Assistant Secretary may
impress thereon the seal of the Company and attest the execution of
such deeds or other documents, and -be it.fiarther. ........ ......... _._ ._...
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized for and on behalf of the Company to contract for
the purchase by the Company of real property, and to execute and
deliver any documents necessary or incident to such purchase where
the consideration for any one such purchase does not exceed the sum
of Fifty Million Dollars ($50,000,000); and that the Secretary or any
Assistant Secretary may impress thereon the seal of the Company and
attest the execution of such contracts or other documents, and be it
further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized for and on behalf of the Company to acquire
equipment, real property, leasehold interests in real property and
other interests relating to the Company's operations and to execute
and deliver documents necessary or appropriate in connection with
such acquisition, where the aggregate consideration for any
transaction or series of related transactions does not exceed Fifty
Million Dollars ($-5o,000,000); and be if further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized for and on behalf of the Company to execute all
documents related to the disposition of Company interests by leasing,
subleasing or assigning of leases, for real property used or acquired by.
the Company in connection with its operations where the aggregate
Q:V DIQLPVFw=aW i REAL ESTATE RESOLUTION{4}rlx
0 0
consideration for any transaction or series of related transactions does
not exceed Fifty Million Dollars ($50,000,000); and be it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized for and do behalf of the Company, to grant
easements, right-of-way dedications and such other instruments
necessary for the partitioning and/or development of the real property
of the Company; and be it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized for and on behalf of the Company, to execute all
documents necessary in such officer's judgment, to enter into one or
more partnerships or limited liability companies for thepurpose of
.purchasing, owning, leasing, developing and selling real property, and
be it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized to execute such documents as may be deemed
necessary, desirable or appropriate, in such officer's judgment, in the
business operation of any such partnership or limited liability
company, on behalf of the Company as a partner or member, as the
case may be, including, but not limited to, guaranty or loan
participation agreements and loan documents for construction loans
and permanent loans, provided that all loans for any one property do
not exceed the sum of Fifty Million Dollars ($50,000,000) in the
aggregate, and be it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized to guarantee in the name of and on behalf of the
Company any lease or other obligation incurred in the ordinary course
of business by any wholly-owned subsidiary or any other corporation
or business entity in which the Company holds at least a 20%
ownership interest, whether through voting stock, or otherwise, and be
it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized to guarantee in the name of and on behalf of the
Company any obligation of any third party when such guaranty is
deemed necessary or desirable in the furtherance of the Company's
business interests, provided that the obligations guaranteed on behalf
of such third party do not exceed the sum of Fifty Million Dollars
($5%000,000), and be it further
RESOLVED, That any one of the aforementioned persons be, and each
hereby is, authorized in the name of and on behalf of the Company to
make a loan to any third party when such loan is deemed necessary or
desirable in the furtherance of the Company's business interests,
QtS=Y,LYiFovmsiFMSt REAL ESTATE RE90LU r M (6)Aoe
0
provided that the amount of such loan does not exceed the sum of Fifty
Million Dollars ($5o,000,000).
These resolutions are in substitution for similar resolutions adopted by
the Board of Directors at its regular meeting on April 20, 2407.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the
corporate seal of said Company on the 25th day of ,Tune, 2-012.
Nona M. Soltero
Vice President & Assistant Secretary
Q:VXDWKFJ =ff SI REAL ESTATE RESOLUM N (6)AMc
Form WA -5 (6176)
Commitment
EXHIBIT 'A'
LEGAL DESCRIPTION.,
0
File No.: NCS -520794 -ORI
Page No. 2
THE NORTH 180 FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF;
AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 1804907;
AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 5849734;
AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25
FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF
SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID
SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1987
UNDER RECORDING NO. 8706241488.
First Amerlcsn 77& lri" CvrrWwia +
0 PLANNING DIVISION
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
This requirement may be waived by: } , 7 _ J
1. Property Services PROJECT NAME: f
2. Public Works Plan Review
3. -t3uilding DATE:
4. Planning
H;10EOVatalForms-TemplatesSSelf-Help HandWslPlanNnMwahrerofsubmittakeq&xls
- PLANNING DIVISION 46
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
10
irlgi .
Plat Name Reservation 4
..€'
-
Public Works Approval Lettere
a
Screening Detail 4
Stream or Lake Study, Standard 4
Stream or Lake Mitigation Plan 4
Title Report or Plat Certificate 4
.g.
Traffic Study 2
Urban Design Regulations Analysis4
-111
Wetlands Mitigation Plan, Final 4
. N1 O�
MT. MM
Wetlands Report/Delineation 4
Applicant Agreement Statement 2 AND 3
Inventory of Existing Sites 2 AND 3
Lease Agreement, Draft 2MI3
Map of Existing Site Conditions 2AND3
Map of View Area 2 AND 3
Photosimulations 2AND 3
This requirement may be waived by. -
'l. Property Services
2. Public Works Plan Review
3. Building
4. Planning
r 1 -
PROJECT NAM. E: �.J Foe 1 Cent ~-
DATE: �D
H.10EDOalaWorms-TompfateslSelf-Help HandoutsWianninglvraiverolsubmkWregs.xls
0 0
PREAPPLICATION MEETING FOR
QFC FUEL CENTER 4TH & DUVALL PREAPP
46.E 5NE4 TH ST
s ,
Department of Community and Economic Development
Planning Division
March 15, 2O12
Contact Information:
Planner: Vanessa Dolbee
Public works Reviewer: Arneta Henninger
Fire Prevention Reviewer: Corey Thomas
Bullding Department Reviewer: Craig Burnell
Phone: 425.430.7314
Phone: 425.430.7248
Phone: 425.430.7024
Phone: 425.430.7290
Please retain this packet throughout the course of your project as a reference.
Consider giving copies of It to any engineers, architects, and contractors who work
on the project. You will need to submit a copy of this packet when you apply for
land use and/or environmental permits.
Pre-screening: When you have the project application ready for submittal, call and
schedule an appointment with the project manager (planner) to have It pre-
screened before making all of the required copies.
The pre -application meeting is informal and non-binding. The comments provided
on the proposal are based on the codes and policies in effect at the time of review.
The applicant Is cautioned that the development regulations are regularly
amended and the proposal will be formally reviewed under the regulations in
effect at the time of project submittal. The Information contained In this summary
Is subject to modification and/or concurrence by official decision -makers (e.g.,
Hearing Examiner, Planning Director, Development Services Director, Department
of Community and Economic Development Administrator, Public Works
Administrator and City Council).
FIRE & EMERGENCY SERVICES DEPARTMENT r r_ta
of
M E M O R A N D U M
�
DATE: March 1, 2012
TO: Vanessa Dolbee, Senior Planner
FROM: Corey Thomas, Plans Review Inspector
SUBJECT: QFC Fueling Station
1. The preliminary fire flow requirement is 1,500 gpm. Two fire hydrants
are required. One fire hydrant is required within 150 -feet of the
proposed building and one hydrant is required within 300 -feet.
Existing hydrants can be counted toward the requirement as long as
they meet current code, including 5 -inch Storz fittings. It appears
adequate fire flow and fire hydrants exist in this area.
2. The fire mitigation impact fees are currently applicable at the rate
of $0.52 per square foot of building area. Fees are not charged for
canopy structures. Credit would be granted for the existing
building to be removed, so no new fees would apply as the old
building is bigger than the one proposed.
3. Separate plans and permits are required to be submitted to the
Renton Fire Department for review and permitting of all
underground fuel tanks and tank monitoring systems.
4. All new commercial fuel d.isiDensing facilities shall be provided with
an approved on site standl* power system to facilitate fuel
dispensing during local power outages or disaster.
5. Fire department apparatus access is adequate.
6. An electronic site plan is required to be submitted to the
Renton Fire Department for pre -fire planning purposes prior to
occupancy of the building. See attached sheet for the format in
which to submit your plans. '
Renton Fire Department
Pre Fire Planning
In an effort to streamline our pre -fire process, we are requesting that you submit a site
plan of your construction project in one of the following formats which we can then
convert to VISIO.vsd. This is required to be submitted prior to occupancy.
ABC Flowcharter.sl3
ABC Flowchartera#2
Adobe Illustrator Head'
AutoCad Drawin Aw
AutoCad Drawin .d
Computer Gra 'cs Metaffle.egm
Corel Cli Format.cmx
Corel DRAW! PTwing File Format.edr
Corel Flow.cfl
Encapsulated Postscript File.cps
Enhanced Metafile.ernf
IGES Drawing File FormatIgs
Graphics Interchange Format. 'f
Macintosh PICT Format. t
Micrografx Designer Ver 3.l .drw
Micro Desi Ver 6.4.dsf
Microstation Drawing.dgn
Portable Network Graphics Format. of
Postscript File. s
Tag Image File Format.tif
Text.txt
Text.csv
VISIO.vsd
Windows Bitma .bm
Windows Bi .dib
WindowsMetafrle.wmf
Zsoft PC Paintbrush Bitm x
h:leedlpIwmin&mcnt plaWnglprespps113-417.vanessalq€cgasAoc
DEPARTMENT OF COMMUNITY � j fns,l�GS
AND ECONOMIC DEVELOPMENT�
M E M O R A N D U M
DATE: March 13, 2012
TO: Vanessa Dolbee, Planner ,,//
FROM: Arneta Henninger, Plan ReviewJfW_
SUBJECT: QFC Fueling Station at NE 4m St & Duvall Ave
4615NEeSt
PRE 12-017 Parcel 1523059124
(see PRE 10-046 and PRE 09-027)
NOTE: The applicant Is cautioned that Information contained in this summary is preliminary and non-
binding and may be subject to modification and/or concurrence by official city decision -makers. Review
comments may also need to be revised based on site planning and other design changes required by
City staff or made by the applicant.
I have completed a preliminary review for the above -referenced proposal for the QFC gas station,
located at the southwest corner of NE 0 St and Duvall Ave NE, all in Section 15, Township 23N, Range
5E, which proposes a to construct a cashier's kiosk covering nine multi -product dispensers and creating
10 vehicle fueling positions (project includes restrooms). The following comments are based on the pre -
application submittal made to the City of Renton by the applicant for a refueling station.
ter
1. There Is an existing 8" C1 water main located In NE 4th St (see City of Renton water drawing W-
0240 for detailed engineering plans) and an existing 8" water main in Duvall Ave NE (see City of
Renton water drawing W-0943 for detailed engineering pians).
2. This project is located in the Aquifer protection Zone 2.
3. Construction of a commercial building will trigger a separate review.
4. Per the City of Renton Eire Marshal, the preliminary fire flow calculated far this site is 1,500
GPM. A minimum of two fire hydrants Is required.
5. Any new construction must have one fire hydrant capable of delivering a minimum of 1,0D0
GPM and shall be located within 150 feet of the front of the structure, and additional hydrants
(also capable of delivering a minimum of 1,0D0 GPM) within 300 feet of the front of the,
structure. This distance is measured along the travel route. The number of additional hydrants
required is dependent on the calculated fire flow of the new commercial building. Existing fire
hydrants shall be retrofitted with a quick disconnect Stortz fitting.
6. Per City records there is an existing %0 water meter on the site. The proposed gas station would
need to install a minimum 1" water meter with a Reduced Pressure Backflow Prevention Device
in a "Hot Box".
QFC Fueling Station — PRE 12-017
Page 2 of 3
March 13, 2012
7. The existing Wmeter might be considered for use as the irrigation meter, in which case a DCVA
is required at the meter.
8. The Water System Development Charge is based on the size of any and all water meters. They
are triggered if there is a new water meter or if an existing water meter is upsized. Credit is
granted for the existing service. These fees are collected at the time a construction permit is
issued.
Sanitary Sewer
1. There is an existing 24" sanitary sewer main located In NE 4th St.
2. This project will need to connect to the existing MH in the intersection of NE 0 St and Duvall
Ave NE by installing an inside drop connection.
3. A commercial building permit will trigger a separate review. The applicant needs to show how
this site will be served with a commercial side sewer with a minimum 6" diameter pipe.
4. Separate drains for the concrete islands are required to be connected to an oil water separator
downstream in a vault in a positive direction. A shut off valve is required to be installed.
5. There may be an abandoned septk tank and/or a drain field on this site which will need to be
abandoned in accordance with the King County Health Dept.
6. This site is located in the East Renton Special Assessment District (SAD 0002). This fee is $.0973
per square foot of the parcel of land and is required to be paid prior to Issuance of a
construction permit.
7. The Sanitary Sewer System Development Charge is based on the size of the domestic water
meter. These fees are collected at the time a construction permit is issued.
Storm Drainaee
1. There are storm drainage facilities in NE 4th St and in Duvall Ave NE.
2. A conceptual drainage plan and report is required to be submitted with the formal application
for a commercial project. The project shall comply with the City of Renton Amendments to the
2009 King County Surface Water Design.
3. Your civil engineer will kook in the Manual under Section 1.2.3.1 Area -Specific Flow Control
Facility Requirement. This site is located, per the Flow Control Application Map, in the Flow
Control Duration Standard Forested Conditions).
4. The Surface Water SDC fees are $0.405 per square foot of new impervious area. These fees are
collected at the time a construction permit is Issued.
treet I ro ments
1. Per the NE 3rd/NE 4th St Corridor Plan, the proposal needs to construct the typical street
section matching existing curb on NE 4th St. This will include two 11 foot travel lanes, a two-
way left hand turn lane, and a 5' bike lane adjacent to the new curb. The typical street section
needs to show a 5 -foot sidewalk separated from the roadway curb and adjacent to the new
property line, with a planting strip including street trees on NE 4th St. Additional right-of-way
will be required to achieve the above.
2. Per City of Renton code, property corners In commercial blocks at intersections of public rights-
of-way shall have a dedicated minimum _radius of 25 feet.
3. The curb return for the arterial €s required to be dedicated at the minimum radius of 35 feet for
the intersection of NE 4`h St and Duvall Ave NE.
4. The plans must include the relocation of the traffic signal pole and controller, located at NE 4th
St & Duvall, as part of this development design.
H:\CED\Planning\Current Plannln&RE1.2-017.Vanessa\P1an Review Comments PRE 12-017.tioc
0
QFC Fueling Station — PRE 12-017
Page 3 of 3
March 13, 2012
S. The driveway access on NE 4th St shall be right tum In and right tum out only due to the close
proximity to the Duvall Ave NE intersection_
b. A channeiization pian (striping, buttons, arrows) for Duvall Ave NE will be required.
7. The typical road section for Duvall Ave NE is 20' paving from centerline to face of curb, and 5'
sidewalk adjacent to property line.
8. A Traffic Study is required addressing queu ng and drWe-way/access safety evaluations.
General Comments
1. All required utility, drainage, and street improvements will require separate plan submittals
prepared according to City of Renton drafting standards by a licensed Civil Engineer.
2. All pians shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control
Network.
3. Permit application must include an Itemized cost estimate for these improvements. Half of the
fee must be paid upon application for building and construction permits, and the remainder
when the permits are issued. There will be additional fees for water service related expenses.
See Drafting Standards.
HA ED\Planning\Current P1ann1ng\PRE12-017.Vanessa\P1an Review Comments PRE 12-017.doc
0 9
DEPARTMENT OF COMMUNITY p A Of
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
TO: Pre -application file No. 12-017
FROM: Vanessa Doibee, Senior Planner
SUBJECT: QFC Fpel Center
General: We have completed a preliminary review of the pre -application for the above -
referenced development proposal. The following comments on development and
permitting Issues are based on the pre -application submittals made to the City of
Renton by the applicant and the codes in effect on the date of review. The applicant is
cautioned that information contained in this summary may be subject to modification
and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community &
Economic Development Administrator, Public Works Administrator, Planning Director,
Development Services Director, and City Council). Review comments may also need to
be revised based on site planning and other design changes required by City staff or
made by the applicant. The applicant is encouraged to review all applicable sections of
the Renton Municipal Code. The Development Regulations are available for purchase
for $50.00 plus tax, from the Finance Division on the first floor of City Hail or online at
www.rentonwa.gov
Project Proposal: The subject site consists of one lot located at the southwest corner of
the intersection of NE 4th Street and Duvall Avenue NE. Currently, the lot is vacant with
two curb cuts (one on NE 4th and the other on Duvall). There are currently no curbs and
sidewalks, except a small portion at the corner intersection. The site is 22,092 square
feet/0.51 acres in area. The applicant proposes to construct a QFC Fuel Center with a
43- by 92 -foot canopy, a 160 square foot cashier's kiosk, and space for 10 vehicle fueling
positions. The development would include the installation of two underground storage
tanks, one 20,000 -gallon for regular unleaded fuel and one 18,999 -gallon split or dual
tank divided between diesel and supreme unleaded fuel. Vehicular access would be
provided on both NE 4th Street and Duvall Avenue NE, in addition to an internal
vehlcular connection to the property to the south. The site is currently zoned
Commercial Arterial (CA) and is located within Urban Design District 'D'. The abutting
and adjacent properties are all zoned CA. The City's Critical Areas Maps indicate an
onsite wetland, Maplewood Creek (Class 4 stream) and that the property is within an
Aquifer Protection Area (Zone 2).
QFC Fuel Center, PRE12-017
Page 2 of 7
March 15, 2012
Current Use: The subject site is currently vacant.
Zoning: The property is located within the Commercial Corridor (CC) land use
designation and the Commercial Arterial (CA) zoning designation. Vehicle fueling
stations are outright permitted within the CA zone. The property is also located within
Urban Design District `D', and therefore subject to additional design elements.
Proposals should have unique, identifiable design treatment in terms of landscaping,
building design, signage and street furniture.
Development Standards: The project would be subject to RMC 4-2-120A, "Development
Standards for Commercial Zoning Designations" effective at the time of complete
application (noted as "CA standards" herein). A copy of these standards is included.
Minimum Lot Size, Width and Depth —There are no minimum requirements for lot size,
lot width or depth within the CA zone at this location.
Lot Coverage — The CA zone allows a maximum building coverage of 65 percent, or 75
percent if parking is provided within a building or within an on-site parking garage.
There appears to be a 4,116 square foot footprint on the 22,092 square foot site;
resulting in a building lot coverage of approximately 18.63 percent. The project proposal
appears to comply with lot coverage requirements. At the time of formal land use
application the applicant will required to provide a lot coverage analysis and
calculations for the subject site.
Setbacks — Setbacks are the distance between the building and the property line or -any
private access easement. Setback requirements in the CA zone are as follows: 10 feet
minimum for the front yard and side yard along a street but may be reduced to zero feet
through the site plan review process provided blank walls are not located within the
reduced setback. The maximum front yard setback Is 15 feet. it appears that the
fueling station exceeds the maximum front yard setback allowed by code. The
maximum setback may be modified by the Reviewing Official through the site
development plan review process if the applicant can demonstrate that the site
development plan meets the following criteria.
a. Orients development to the pedestrian through such measures as providing
pedestrian walkways beyond those required by the Renton Municipal Code
(RMC), encouraging pedestrian amenities and supporting alternatives to single
occupant vehicle (SOV) transportation; and
b. Creates a low scale streetscape through such measures as fostering
distinctive architecture and mitigating the visual dominance of extensive and
unbroken parking along the street front; and
c. Promotes safety and visibility through such measures as discouraging the
creation of hidden spaces, minimizing conflict between pedestrian and traffic
and ensuring adequate setbacks to accommodate required parking and/or
access that could not be provided otherwise.
0
QFC Fuel Center, PRE12-017
Page 3 of 7
March 15, 2012
n
U
Detailed elevations are required in order to provide an estimation of support for the
proposed front yard setback In excess of the maximum 1S feet.
There is no minimum rear or side yard setbacks unless the project site is adjacent to
residential zoned property. The project site does not abut a residentially zoned
property. Therefore, the buildings/structures on this site are not subject to an increased
setback. f _� - -��
Gross Floor Area -- There are no minimum requirements for gross floor area within the
CA zone.
Building Height — The maximum building height allowed in the CA zone is 50 feet.
Building elevations and detailed descriptions of elements and building materials are
required with a formal land use submittal and/or building permit application. Elevation
drawings were submitted with the pre -application materials however the drawings
were not to scale, therefore, compliance with height limits would be verified at the
time of formal application.
5creenin—Screening must be provided for all surface -mounted and rooftop utility and
mechanical equipment. The application will need to include elevations and detalls for
the proposed methods of screenings.
Refuse and Recvclinlz Area — Refuse and recycling areas need to meet the requirements
of RMC 4-4-090, "Refuse and Recyclables Standards". In manufacturing and other
nonresidential developments, a minimum of three (3) square feet per every one
thousand (1,000) square feet of building gross floor area shall be provided for
recyclables deposit areas and a minimum of six (6) square feet per one thousand (1,000)
square feet of building gross floor area shall be provided for refuse deposit areas. A total
minimum area of one hundred (100) square feet shall be provided for recycling and
refuse deposit areas. Refuse and recycling information was not provided with the pre -
application materials. Compliance with this standard will be verified at time of formal
land use review.
Landscaping —Except for critical areas, all portions of the development area not covered
by structures, required parking, access, circulation or service areas, must be landscaped
with native, drought -resistant vegetative cover. The development standards require
that all pervious areas within the property boundaries be landscaped. The minimum
onsite landscape width required along street frontages Is 10 feet, except where reduced
through the site plan development review process. Right-of-way dedications along NE
4`h Street and Duvall Avenue NE are required; onsite landscaping would be calculated
after such right-of-way dedications. The submitted site plan does not Indicate any
landscaping.
Please refer to landscape regulations (RMC 4-4-070) for further -general and specific
landscape requirements (enclosed). Please also note that RMC 4-4-070F.6 specifies
landscape standards for parking lots. Since the site Is located within Design District D,
there are further landscape requirements within the Design District Guidelines (RMC 4-
3-100). A conceptual landscape plan and landscape analysis meeting the
QFC fuel Center, PREII-017
Page 4 of 7
March 15, 2012
requirements In RMC 4-8-120D.12 must be submitted at the time of formal land use
application and/or building permit.
Tree Preservation — A tree inventory and a tree retention plan along with a tree
retention worksheet shall be provided with the formal land use application. The tree
retention..plan must show preserveifion of at kW S peircent.of signiaant trees�andj
Indicate how proposed development would be sited to accommodate preservation of
significant trees that would be retained. if the trees cannot be retained, they may be
replaced with minimum 2 inch caliper trees at a rate of six to one
Fences -- If the applicant intends to install any fences as part of this project, the location
must be designated on the landscape plan. A fence detail should also be Included on
the plan as well,
Parkins — Drive-through facilities shall be so located that sufficient on-site vehicle
stacking space is provided for the handling of motor vehicles using such facility during
peak business hours. Typically 5 stacking spaces per window are required unless
otherwise determined by the Planning Director. Stacking spaces cannot obstruct
required parking spaces or ingress/egress within the site or'extend Into the public right-
of-way.
One parking space would be required for the cashier's klosk.
Vehicle stacking and parking were not indentified on the provided application materials;
therefore staff could not determine compliance with these standards. Information shall
be provided with the formal land use application to determine compliance with
parking and vehicle standing requirements.
Access -- Driveway widths are limited by the driveway standards, in RMC 4-4-0801.
There are sections of the street frontages on both NE 4t' Street and Duvall Avenue NE
that are paved in a fashion that suggests previous driveways were once located there.
The Urban Design District "D' guidelines state that parking lots should be accessed from
alleys or side streets.
Pedestrian Access —A pedestrian connection must be provided from a public entrance
to the street, in order to provide direct, clear and separate pedestrian walks from
sidewalks to building entries and internally from buildings to abutting retail properties.
It appears that the proposal does not provide adequate pedestrian connections to NE
4th Street or Duvall Avenue NE. The applicant would be required to revise the site plan
to include pedestrian connections through the development to both streets.
Signage -- only one freestanding business sign (monument/ground, projecting or roof)
Is permitted per street frontage. Each sign shall not exceed an area greater than one
and one-half square feet for each lineal foot of property frontage that Is occupied,by
the business. In no case shall the sign exceed a total of 300 square feet (150 square
feet per face). In addition to the permitted freestanding sign, a wall sign with a copy
area not exceeding 20% of the facade to which It is applied Is also permitted. No new
poles signs ore permitted within the CA zone.
QFC Fuel Center, PRE12-017
Page 5 of 7
March 15, 2012
Li htin - Per RMC 4-4-075A, no use shall cause light trespass beyond the boundaries of
the property lines. A lighting plan shall be submitted at the time of formal land use
application and/or building permit for review and approval by the Planning Division
Project Manager..
wilding -Design Standards-fDis#ict--D)s—Compliance-"h-lxban-Design-Regulations —
District VO is required along the eastern facade. See the attached checklist and
Renton Municipal Code section 4-3-100. The following bullets are a few of the
standards outlined In the regulations.
• The front entry of all building shall be oriented to the street or a landscaped
pedestrian -only courtyard.
• Service enclosures shall be made of masonry, ornamental metal or wood --o
some combination of the three (3).
• developments located at district gateways shall be marked_ with visually
iprominent features. Gateway elements shall be oriented toward and scaled for
both pedestrians and vehicles.
• Parkin[ shall, be located so that it is screened from surrounding streets by
buildings, landscaping, andfor gateway features as dictated by location
• The number of driveways and curb cuts shall be minimized, so that pedestrian
circulation along the sidewalk is minimally impeded.
• A pedestrian circulation system of pathways that are clearly delineated and
connect buildings, open space, and parking areas with the sidewalk system and
abutting properties shall be provided
• Architectural elements that incorporate plants, particularly at building entrances,
in publicly accessible spaces and at facades along streets, shall be provided.
• Pedestrian overhead weather protection in the form of awnings, marquees,
canopies, or building overhangs shall be provided. These elements shall be a
minimum of four and one-half feet (4-1/2') wide along at least seventy five
percent (75%) of the length of the building facade facing the street, a maximum
height of fifteen feet (15') above the ground elevation, and no lower than eight
feet (8') above ground level.
• A Public plaza shall be provided at the- intersection_ of NE 0 Street and Duvall
Avenue NE. The plaza shall measure no less than one thousand (1,000) square
feet with a minimum dimension of twenly feet 20' on one side abutting the
sidewalk. The public plaza must be _landscaped consistent with RMC 4-4-070,
including at minimum street trees, decorative paving, pedestrian -scaled lighting,
and seating. Such pedestrian plaza has not been indicated on the site plan
submitted with the pre -application materials. The required plaza area must be
shown on the site plan and landscape plans submitted with the formal land use
action.
0
QFC Fuel Center, PRE 12-017
Page 6of7
March 15, 2012
Critical Areas: Based on the City's Critical Areas Maps, the site is located within Aquifer
Protection Area (Zone Z), identified wetland area, and in the vicinity of Maplewood
Creek (Class 4 stream).
Aquifer ProtectiQn Zone 2: The protect proposes to store hazardous materials on site.
As such the project will be subject to additional requirements under RMC 4-3-050H.2.d
(enclosed) which may include but is not limited to secondary containment, hazardous
material monitoring, emergency collection devices, inspection of containment and
emergency equipment, and employee training. Hazardous materials shall not be spilled,
leaked, emitted, discharged, disposed, or allowed to escape or leach into the air, into
groundwater, surface water, surface soils or subsurface soils. Exception: Intentional
withdrawals of hazardous materials for the purpose of legitimate sale, use, or disposal
and discharges permitted under federal, state, or local Iaw.Additionally, if the project
involves the placement of more than one hundred (100) cubic yards of imported fill,
then a source statement would be required for each source location from which
Imported fill will be obtained.
Wetland: The site is located within or near a wetlands area. A wetland reconnaissance
shall be provided, clarifying the presence of wetlands on site. If wetlands are
determined to be located on or near the subject site, a wetland assessment and
delineation would also be required.
Stream: Maplewood Creek Is a Class 4 stream which requires a 35 -foot stream buffer
measured from the bank (ordinary high water mark). Astream repot# delineating and
classifying the stream on site Is required to be submitted with the formal land use
application. In addition, if there are proposed impacts to the stream, a mitigation plan
should also be submitted. City staff may require secondary review of the stream report,
at the expense of the applicant.
Environmental Review
The proposed project would be subject to Washington State Environmental Policy Act
(SEPA). Therefore, an environmental checklist is a submittal requirement. An
environmental determination will be made by the Renton Environmental Review
Committee. This determination is subject to appeal by either the project proponent, by
a citizen of the community, or another entity having standing for an appeal.
Permit Requirements
The proposal would require Administrative Site Plan and Environmental (SEPA) Review.
The purpose of the Site Plan process is the detailed arrangement of project elements so
as to be compatible with the physical characteristics of a site and with the surrounding
area. An additional purpose of Site Plan is to ensure quality development consistent
with City goals and policies. General review criteria includes the following:
a. Conformance with the Comprehensive Plan;
b. Conformance with existing Land use regulations;
0
QFC Fuel Center, PRE12-017
Page 7of7
March 15, 2012
c. Mitigation of impacts to surrounding properties and uses;
d. Mitigation of impacts of the proposed site plan to the site;
e. Conservation of areawide property values;
f. Safety and efficiency of vehicle and pedestrian circulation;
g. Provision of adequate light and air;
h. Mitigation of noise, odors and other harmful or unhealthy conditions;
i. Availability of public services and facilities; and
j. Prevention of neighborhood deterioration and blight.
The applicant will also be subject to Design Review as part of the Site Plan Review and a
Design Checklist shall be completed and submitted as part of the application materials.
All applications can be reviewed concurrently in an estimated time frame of 12 weeks
once a complete application is accepted. The Site Plan Review application fee is $2,000.
The application fee for SEPA Review (Environmental Checklist) is $1,000. A 3%
technology fee, for land use application fees, would also be assessed at the time of
application. Detailed information regarding the .land use application submittal is
provided In the attached handouts.
In addition to the required land use permits, separate construction, building and sign
permits would be required. The review of these permits may occur concurrently with
the review of the land use permits, but cannot be issued prior to the completion of
any appeal periods.
Impact Mitigation Fees: In addition to the applicable building and construction fees, the
following mitigation fees would be required prior to the issuance of building permits.
Impact fees, which would replace mitigation fees, may be adopted prior to construction.
Those fees are to be determined.
A Transportation Mitigation Fee based on $75.00 per new daily trip
attributed to the development;
A Fire Mitigation Fee based on $0.52 per square foot of new commercial
building area.
♦ A handout listing all of the City's Development -related fees is attached for reference.
Expiration: Upon site plan approval, the site plan approval is valid for two years with a
possible two-year extension.
cc: Jennifer Henning
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Comprehensive Variance Narrative
Submitted in Conjunction with
Administrative Variance Review
Conducted by the City of Renton,
Department of Community and Economic development Planning Division
Proiect Name
QFC Fuel Center - #871 Renton Highlands; * v
Proiect Site r
4615 NE 41h Street, Renton WA 98057 -
QFC Store No. 871 BCE No. 15432.1'' j 3
Parcel Number 152305-9124
Project Location
The proposed QFC Fuel Center would be built on a single parcel/corner lot located at 4615 4'h Street NE,
Renton WA 98057; immediately adjacent to the intersection of NE 4 1 Street and Duvall Avenue NE. The
project site is approximately 22,092 square feet and is located in the immediate vicinity of a QFC retail
store and other diverse commercial uses, located approximately 600 feet to the NE, across the
intersection of 4th and Duvall, within an established shopping center.
Project Scope
QFC's proposal calls for the construction a 40- by 84 -foot fuel canopy (3,360 square feet) and an 8- by
20 -foot (160 square feet) cashier's kiosk with ADA -accessible restroom. Using the 2009 International
Building Code (IBC), the canopy and kiosk would be built using Type II -B construction and categorized as
a Class M Occupancy. The canopy will provide protective cover for five (5) multi -product dispensers
(MPDs), creating a fuel facility with ten (10) vehicle fueling positions (VFPs).
Variance Request
In accordance with Renton policy, QFC respectfully requests the granting of an administrative variance
from the requirements of RMC 4-2-120; requiring the provision of site -to -site vehicular access between
abutting commercial uses within the CA zone.
A review of existing conditions by our engineering team revealed the potential for traffic conflicts between
queued vehicles at the dispensers and traffic attempting ingresslegress using the proposed access point.
Our findings were discussed with staff during several meetings from October through December, 2012;
leading to a site visit by Renton staff which confirmed the probability of conflict and reinforced our position
that providing vehicular connection as required would not necessarily achieve the purpose and intent of
the code without creating significant adverse impacts, and could prevent the project from being realized, if
enforced.
Below is a tabular response to the variance criteria outlined in the submittal standards associated with
variances; please interpret the criteria in light of the project's physical design and site constraints and
review our response accordingly_
City of Renton QFC Fuel C(ar - #871 Renton Highlands
Administrative Variance Narrative 2 4615 NE 4 Street
Administrative
from the Provisions of RMC 4-2-120
RequiringRelief
..-
'Review Gr,ite is Justificitlon for Re11ef
The applicant suffers practical
While site -to -site access or interconnection clearly helps to mitigate
difficulties and unnecessary hardship
traffic flow on arterials, it is primarily effective when a network of
and the variance is necessary
interconnections provides customers with unimpeded access to
because of special circumstances
adjacent commercial uses. Such a network does not exist within the
applicable to the subject property,
including size, shape, topography,
immediate vicinity of this project; enforcing the construction of an
and location or surroundings of the
interconnection would limit the redevelopment potential of the site —
subject property, and the strict
especially when site constraints are taken into account. Imposing
application of the Zoning Code is
this requirement would adversely impact the property owner and is
found to deprive subject property
inconsistent with the rights and privileges enjoyed by other property
owner of rights and privileges enjoyed
owners in the vicinity and subject to similar zoning requirements.
by other property owners in the
vicinity and under identical zone
The site constraints which impact the project's design options were
classification.
quickly identified as obstacles to full utilization of the property;
requiring a non-standard design to accommodate Renton's need for
ROW dedication, perimeter landscaping and frontage improvements.
Besides being relatively small, the site's topography reveals a grade
differential (--7-8%) along the S property line — where the proposed
access would be required — exceeding the gradient normally utilized
for such interconnections_
The compact design of the station and the location of the existing
driveways dictated an angled presentation of the fuel canopy to both
4'h Street and Duvall Avenue; translating into a customer queue that
would effectively impede access to any interconnection to existing
properties. In addition, the provision of an interconnection would
require the removal of parking stalls on the adjacent property; a
result which may cause adverse impacts to their parking situation.
The granting of the variance will not
In evaluating the potential for vehicular conflicts with queued vehicles
be materially detrimental to the public
and/or possible blockage from utilizing said interconnection, adverse
welfare or injurious to the property or
impacts on adjacent properties and/or to the safety and welfare of
improvements in the vicinity and zone
the general public are significantly reduced, if not eliminated entirely.
in which subject property is situated.
Limiting ingress/egress choices for a facility built on such a small site
will promote a consistent, orderly flow of vehicular traffic through the
existing driveways and eliminate the temptation to unnecessarily
utilize adjacent properties as a shortcut; allowing unimpeded traffic
flow on adjacent properties as well.
The approval shall not constitute a
Given the development of the surrounding commercial properties,
grant of special privilege inconsistent
which typically fail to provide site -to -site interconnections compliant
with the limitation upon uses of other
with code, approval of this request is not invoking special privilege
properties in the vicinity and zone in
and is consistent with existing development patterns in the vicinity.
which the subject property is situated
The approval is the minimum variance
Eliminating the requirement will allow for adequate queuing to be
that will accomplish the desired
maintained at the dispensers, while providing the minimal room
purpose.
needed for customer ingress/egress at the proposed driveways;
preventing unnecessary blockage and vehicular conflicts.
OW
Comprehensive Project Narrative
Submitted in Conjunction with
SEPA Environmental Review, Administrative Site Plan Review
& Administrative Variance Review
Conducted by the City of Renton,
Department of Community and Economic Development Planning Division
Under the Auspices of the State Environmental Protection Act (SEPA)
Project Name
QFC Fuel Center - #871 Renton Highla qs
Proiect Site
4615 NE 4th Street, Renton WA 98057
QFC Store No. 871 BCE No. 15432,1
Parcel Number 152305-9124
Project Location
The proposed QFC Fuel Center would be built on a single parcellcorner lot located at 4615 4'h Street NE,
Renton WA 98057; immediately adjacent to the intersection of NE 4 1 Street and Duvall Avenue NE. The
project site is approximately 22,092 square feet and is located in the immediate vicinity of a QFC retail
store and other diverse commercial uses, located approximately 600 feet to the NE, across the
intersection of 4'h and Duvall, within an established shopping center.
Project Scope
QFC's proposal calls for the construction a 40- by 84 -foot fuel canopy (3,360 square feet) and an 8- by
20 -foot (160 square feet) cashier's kiosk with ADA -accessible restroom. Using the 2009 International
Building Code (IBC), the canopy and kiosk would be built using Type 11-B construction and categorized as
a Class M Occupancy. The canopy will provide protective cover for five (5) multi -product dispensers
(MPDs), creating a fuel facility with ten (10) vehicle fueling positions (VFPs).
The facility will also require the installation of two (2) underground storage tanks (USTs); one 20,000 -
gallon UST for the storage of regular unleaded fuel, and one 98,000 -gallon split/dual UST (10,00018,000
gallons each) divided between diesel and supreme unleaded fuel. Other associated site improvements
would include a backup enerator, perimeter landscaping, a pedestrian plaza at the intersection, a free-
standing sign along the 4 h Street frontage, limited canopy signage, asphalt paving, lot lights, an air/water
unit, a trash enclosure, storage shed and required water qua lity/stormwater improvements and utility
connections.
Zoning and Comprehensive Plan Designations
The site is currently zoned Commercial Arterial (CA) and is designated as Commercial Corridor Land Use
(CC) under the City of Renton's current Comprehensive Plan. Surrounding properties are also zoned CA
and contain a variety of traditional retail and commercial office uses. No changes in zoning are being
requested under this proposal.
Existing Use 1 Improvements
The project site is vacant, with no structures or other improvements onsite; having served previously as
home to a combination gas station and convenience store. Existing site conditions include broken
City of Renton 0 QFC Fuel Ar - #871 Renton Higmhlands
Comprehensive Project Narrative 2 4615 NE 4 Street
asphalt and/or concrete pavement, stone/dirt surfaces and an unplanned landscape of assorted trees
(including several prominent dead trees), miscellaneous shrubs and ground cover, located primarily along
the southern and western property lines; providing a degree of separation from adjacent commercial
uses. The site is accessible using driveways from NE 4th Street and Duvall Avenue NE, with a rockery
extending along a portion of the Duvall frontage.
Site Features
The site has an existing grade, generally running from northwest to southeast, with slopes in excess of
five to seven percent (5%-7%) at locations along the eastern and southern perimeter_ Our preliminary
plans incorporate the site's physical constraints into the overall project design; maintaining the status quo
- with the exception of an increase in impervious surface, under our proposal, mainly associated with the
pedestrian plaza proposed for the intersection itself. While technically decreasing the pervious surface
onsite, QFC believes the benefits of a planned landscape with coordinated plantings and an integration of
color and species will result in a markedly better visual aesthetic, albeit in a reduced area.
Fuel Center Operations
The QFC Fuel Center's hours of operation will mirror those of the QFC grocery store. While the fuel
center is designed to allow for unattended operation, an attendant will be stationed within the cashier's
kiosk; executing cash payments and/or credit card transactions, monitoring payment -at -the -pump and fuel
deliveries, and observing the fuel facility's operations.
As is the case with all QFC Fuel Centers, the facility will be remotely supervised via security cameras and
a 24/7/365 electronic alarm system, designed to become operational in the event of emergencies such as
fire detection or breach of the inner/outer walls of the tanks or fuel distribution system. A refuse and
recycling area is located in the SW corner of the facility, next to the required backup electrical generator.
Two (2) parking stalls — including one accessible stall — are also provided
Queuing, Circulation and Access
In an effort to provide improved queuing and onsite circulation, the fuel canopy has been rotated
approximately 45 -degrees; promoting direct access to the dispensers from both access drives, while
allowing for adequate onsite circulation as customers leave the pump and exit onto adjacent streets
Direct access to adjacent public rights-of-way (4th Street and Duvall) is proposed under the current plan;
essentially maintaining the previous access points, but shifting each of them slightly further away from the
intersection, in accordance with accepted traffic engineering practice. A limited, right -in I right -out access
is proposed for 4th Street, but without the typical "pork -chop" - while full access is proposed for Duvall.
Fuel delivery protocols and the projected path for fuel trucks dictate full, unobstructed ingress / egress
must be maintained at a minimum of one of the two access drives; removing the "pork -chop" will minimize
maintenance as trucks would likely damage the paving/curbs.
Dedication of Public Rights -of -Way
The project will mandate the dedication of approximately 2,699 square feet of QFC property to provide for
the required right-of-way profile for both NE 4th Street and Duvall Avenue (with dedication split almost
equally between the two rights-of-way). Required perimeter landscaping and sidewalks will be provided
along both frontages, and a pedestrian plaza will be provided at the intersection. The traffic signal will be
relocated to accommodate the new rights-of-way at QFC expense, with the new signal location to be
determined later.
2
City of Renton QFC Funter - #871 Renton Higwhlands
Comprehensive Project Narrative 3 4615 NE 4 Street
Traffic and Trip Generation
Using traditional trip generation methodology established by the Institute of Transportation Engineers
(ITE), the traffic impacts associated with a new QFC fuel facility are expected to be nominal. Based on
ITE's methodology, the project is projected to generate 704 total weekday trips and an average of 64 new
trips during the PM peak hours. These arerg oss trip estimates and do not include credits for the previous
use onsite.
For similar Fred Meyer fuel projects, the City of Renton has historically acknowledged a large number of
fuel customers are drawn from internally captured, pass -by and diverted link trips, relative to the main
retail operation, as opposed to new trips generated by the fuel facility alone; significantly reducing the
number of new trips attributable to the facility. We believe a similar concept should be applied to this
facility, as the number of fuel customers will undoubtedly include a large number of shoppers patronizing
the QFC retail store in the adjacent shopping center.
In addition to trip reductions attributed to internal capture and pass -by trips, a financial credit applicable to
the calculation of traffic impact fees will be forthcoming as well; reflecting the operation of a fuel station
onsite (two dispensers and four fueling positions), as recently as 2007 with the use originating in 1960.
For a more complete discussion of trip generation and traffic impacts, please refer to the attached
transportation impact analysis, prepared by TENW, dated September 10, 2092
Required Permits
With the installation of USTs, the project will require SEPA Environmental Review; and consequently,
under Renton code, the Administrative Site Plan review process. The project site is also located within
Urban Design District `D' — thereby triggering a secondary design review process
We anticipate the project will require the issuance of building permits (including electrical, mechanical and
plumbing), construction permits, fire engineering permits (including UST installation and tank permits),
grading permit, and sign permits (including related electrical permits) — all from the City of Renton.
Peripheral permits be issued and/or licenses obtained from the Puget Sound Clean Air Authority
(PSCAA), the Washington State Department of Labor and Industries (DL&I) and the Washington State
Department of Ecology (DOE). The City of Renton also reserves the right to inspect and approve all utility
connections/plans undertaken in conjunction with this project.
Proposed Improvements
Aside from right-of-way improvements already discussed, no off-site improvements are anticipated in
conjunction with this proposal. Existing landscaping was significantly altered to accommodate the fuel
facility design. Lacking an existing record landscaping plan, a photographic record and site inventory has
been compiled to document existing landscaping.
All fire hydrants serving the site will be upgraded to current Renton standards for fittings. Fire lanes will
be identified in accordance with City of Renton standards.
A job shack/office trailer will be located onsite during construction; an exact location will be determined
after a general contractor is retained. Typically constructing this size/type of fuel facility requires the
cut/fill of as much as 2,800 cubic yards of material, including asphalt and subsurface soils, during the
installation of the underground storage tanks and the excavation necessary for the construction of
footings and foundations. If the excavated material cannot be utilized onsite, it will be exported to an
City of Renton QFC Fuel Cr - #871 Renton Higmhlands
Comprehensive Project Narrative 4 4615 NF 4 Street
approved offsite location. Clean suitable structural fill will be imported from an approved source, if
necessary.
Modifications
The street profile standards and resulting right-of-way dedications being enforced by the City of Renton in
conjunction with redevelopment of the site, are dictating considerable deviation from the prototype design
of a QFC Fuel Center. Combining these regulatory constraints with the physical constraints of a smaller
site has produced a development scenario requiring modifications to current design standards in order for
this project to be constructed.
Setbacks
The most pronounced observable modification comes in the area of setbacks. The project's operational
requirements mandate a greater separation from the right-of-way/property line than specified by code.
Physically placing the fuel canopy in a location which complied with the required would virtually eliminate
the possibility of vehicle queuing/stacking and eliminate any operational functionality for the use.
However, QFC has modified the design; angling the fuel canopy to bring a portion of it as close as
possible to the maximum setback line, while maintaining full operational capabilities — in an attempt to
address the following criteria:
a) Pedestrian Orientation ... QFC meets the commitment to pedestrian orientation by maintaining
pedestrian access around the perimeter, providing full pedestrian improvements along both
frontages and providing a pedestrian plaza with benches and pedestrian -scale lighting at the
intersection of 4 I Street and Duvall Avenue.
Due to the automotive nature of the use and the danger inherent to pedestrians traversing a high -
traffic area with full of visual obstructions (vehicles, pumps, columns, etc.) to their safety,
pedestrian paths have not been provided linking the frontage improvements to the kiosk.
Pedestrian striping has been provided on the site plan in those areas beneath the fuel canopy
most likely to be traversed by pedestrian traffic attempting to access the kiosk from the
dispensers.
b) Architectural Scale ... The fuel canopy is less than 20 -feet tall and encourages a smaller -scale
street environment through its minimal height and an angled presentation which eliminates any
intrusion by shadow or mass into the pedestrian space along either frontage. The limited parking
spaces are separated from the right-of-way by landscape buffers and/or a pedestrian plaza;
minimizing visibility from at street level.
c) Visibility and Safety ... The project is designed to prevent hidden spaces as a security factor, and
the maximum utility being realized by this project/use, on this site, assures the safety of
pedestrians as much as possible. Pedestrian traffic is channeled into those areas where their
safety is maximized and potential conflict with the operations of the QFC Fuel Center is
minimized.
d) Pedestrian Plaza Size ... While not linked to this exception criteria by the written word, the need
to address the criteria above has produced a scenario which affects the single largest pedestrian
amenity onsite. The combined setback and landscaping requirements produced a pedestrian
plaza, smaller in size (724 SF) than the minimum 9,000 SF required, but which manages to still
provide the basic amenities associated with such a plaza (seating and lighting) within an area
clearly delineated by textured paving.
4
City of Renton 40 QFC Fu enter - #871 Renton Hipghlands
Comprehensive Project Narrative 5 4615 NE 4 Street
Stacking Lanes
Renton standards stipulate a minimum stacking capacity of five (5) vehicles within each stacking lane,
serving a dispenser (MPD) and creating a vehicle fueling position (VFP), and that said stacking must not
intrude into or block access drives or parking areas.
A standard QFC fuel canopy design does not have a problem meeting these standards, but on this site,
after accommodating the necessary right-of-way dedications and reorienting the canopy for setback
purposes, the site constraints make compliance a bit problematic. First, the site has a limited frontage;
essentially restricting AFC's ability to shift or relocate driveways and still maintain access for customers
and fuel deliveries. Secondly, the available access locations provide adequate queuing/stacking space,
but only if drivers have multiple options for refueling, thereby minimizing dwell time at the pump, and
reducing the potential for queuing backups.
QFC staff considered multiple layouts, pump configurations, spacing/layout options and their impacts on
queuing/stacking. The most effective option is presented on the plan submitted; using a standard, 5 -MPD
configuration, but on a 45 -degree angle to the access drives, providing six (6) stacking lanes, serving five
(5) MPDs and each of the ten (10) available VFPs, but also maintain four (4) passing lanes (two beneath
the fuel canopy and one each on the outer edge of the canopy).
This design allows drivers to maneuver to take advantage of an unused VFP, and maintains the
maximum number of VFPs available. The typical transaction takes between four and six minutes to be
completed (dwell time at the pump), thus the combination of more refueling options and easier
accessibility leading to decreased dwell time, equates to less chance of a queuing/stacking problem
developing. In our opinion, this justifies the provision of less stacking sRace than the code requires and
minimizes any potential interference with driveway access at either the 4' Street or Duvall access drives.
Our conclusions from a design perspective have been confirmed by traffic engineering professionals in
the analysis prepared in conjunction with this application, by TENW, dated September 10, 2012. Their
analysis confirms adequate space for ten (10) vehicles at the MPDs/VFPs, and a stacking capacity of
sixteen (16) vehicles behind those being refueled. In TENW's professional opinion, and based on their
experience with similar facilities, this stacking capacity is adequate and should allow for relatively
unobstructed access to all driveways and parking areas during peak usage.
Landscaping
Renton code requires virtually all areas not subject to public improvements and/or site operations be fully
landscaped; including a 10 -foot buffer along street frontages; calculated after right-of-way dedications are
provided for. The quality and unplanned nature of the existing landscaping/vegetation onsite dictated a
completely new landscape plan and a complete replanting of the site, with a resulting loss of pervious,
landscaped area due to the expanded impervious surface area associated with the QFC Fuel Center.
Although Renton's landscape code provides for a quantitative delineation between parking lot landscape
and perimeter landscape, this project's lack of a significant area dedicated exclusively for parking, and the
obvious integration of the two parking stalls provided, into close proximity to the primary use/structures, a
separate calculation for dedicated parking lot landscaping is not realistically possible.
The fuel center's operational requirements combined with the required dedications have produced less
space available for landscaping than is required b� code. However, QFC's plan does provide the full
landscape buffer along the more heavily traveled 4t Street corridor, while providing a minimal landscape
buffer along Duvall Avenue — although a landscape strip is provided adjacent to the street. Should the
city wish to break the street profile pattern and relocate the sidewalk next to the street, the size of the
buffer could be enhanced. The nature of the plantings and coverage in both buffers will provide a more
aesthetic appearance than currently found onsite, while maintaining a visual separation between the
City of Renton 0 QFC Fuel Cr - #871 Renton Highlands
Comprehensive Project Narrative 6 4615 NE 4 Street
streetscape and the use, and thereby meeting the intent of a landscape buffer, albeit in a reduced
manner. When combined with the pedestrian plaza as a focal point, the elements will merge nicely into a
pedestrian system that will serve the neighborhood as well as the site itself.
Refuse and Recycling
Code requirements dictate a minimum area of one hundred (100) square feet shall be provided for refuse
and recycling areas. With a combined area of less than 4,000 SF gross floor area, the project is required
to provide 12 SF of recyclable storage area and 24 SF for refuse deposit areas. As provided, the
enclosure offers approximately 120 SF devoted to the collection/storage of refuse and recyclables;
exceeding the requirement. The nature of the necessary modification is that the design does not provide
for a roof over the enclosure. The front -loading equipment used by our refuse contractor typically
damages any type of overhead roof or overhangs and as such, does not lend itself well to this structure.
Preliminary Project Cost Estimate
The construction costs provided below are preliminary in nature and are subject to change; not included
in these figures are sub -consultant costs (title, geotechnical, traffic, etc.).
Clearance and Erosion Control $ 51,000
Yard Construction $ 21,971
Site Development $ 561,068
Paving & Landscaping $ 125,893
Sewer and Water $ 15.000
Total Estimated Construction Cost $ 774,932
Contingencies (10%) $ 77,493
Permit and Utility Fees $ 113,366
Total $ 965,791
Estimated Market Value of Project
Using Building Valuation Data and methodology established by the International Code Council (February
2012) for a structure of Type II -B and Class M Occupancy, the table below illustrates a general estimate;
using the latest figure of $108.40 / SF:
Fuel Canopy (3,360 SF) $ 364,224
Kiosk $ 17,344
Signage $ 25,000
Total $ 401,568
D
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The_Riley n"
GEOTECHNICAL ENGINEERING REPORT
PREPARED BY:
THE RILEY GROUP, INC.
17522 BOTHELL WAY NORTHEAST
BOTHELL, WASHINGTON 98011
PREPARED FOR:
KROGER, INC.
3663 1ST AVENUE SOUTH
SEATTLE, WASHINGTON 98134
PROJECT No. 2012-345
GEOTECHNICAL ENGINEERING REPORT
QFC 871 FUEL STATION
4615 NORTHEAST 4TH STREET
RENTON, WASHINGTON 98059
AUGUST 22, 2012
RVING THE PACIFIC NORTHWEST
Western Washington, Corporate Office Eastern Washington and Oregon Office
17522 Bothell Way Northeast 1838 South Washington Street
Bothell, Washington 98011 Kennewick Washington 99337
Phone 425.415.0551 • Fax 425-415.0311 Phone 509.586.4840 • Fax 509. 586.4863
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Geotechnical Engineering Report Page ii August 22, 1012
QFC 871 Fuel Station, Renton, Washington RGI Project No, 1011-345
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION.............................................................................................................. 1
2.0 SCOPE OF WORK........................................................................................................................... I
3.0
SITE CONDITIONS.......................................................................................................................... 2
3.1 SURFACE...............................................................................................................................................2
3.2 So1Ls.....................................................................................................................................................2
3.3 GROUNDWATER.....................................................................................................................................2
3.4 SEISMIC CONSIDERATIONS....................................................................................................................2
4.0
DISCUSSION AND RECOMMENDATIONS................................................................................ 3
4.1 GENERAL...............................................................................................................................................3
4.2 SITE PREPARATION AND GRAD ING...........................................—.._...._......._.._...,_.._..............................4
4.3 STRUCTURAL FILL.................................................................................................................................4
4.4 EXCAVATIONS AND SHORING................................................................................................................5
4.5 UNDERGROUND STORAGE TANKS(USTS).............................................................................................5
4.6 FOUNDATIONS..................................................................... ..... ............................................................. 6
4.7 KIOSK SLATS-ON-GRADE........................................................................................................................6
4.8 DRAINAGE.............................................................................................................................................6
4.9 UTILITIES...............................................................................................................................................7
4.1 OPAVEMENTS...........................................................................................................................................7
5.0
ADDITIONAL SERVICES............................................................................................................... 8
6.0
LIMITATIONS..................................................................................................................................8
FIGURES AND APPENDICES
Figure1................................................................................................................... Site Vicinity Map
Figure 2............................................................................................. Geotechnical Exploration Plan
Appendix A........................................................................Field Exploration and Laboratory Testing
THE RILEY GROUP, INC.
E
Geotechnical Engineering Report
QFC 871 Fuel Station, Renton, Washington
1.0 PROJECT DESCRIPTION
Page I
0
August 22, 2012
RGI Project No. 2012-345
The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for
the proposed QFC 871 Fuel Station located at 4615 Northeast 4th Street in Renton,
Washington. The approximate location of the site is shown on Figure 1. The site is
currently vacant.
The proposed project consists of a fueling facility including two underground storage tanks
(UST). Our understanding of the project is based on the Detailed Site Plan (DD2) prepared
by Barghausen Consulting Engineers, Inc. dated June 25, 2012. At the time of preparing
this GER, detailed design plans were not available for our review.
Based on our experience with similar projects, RGI expects that the proposed kiosk will be
a one-story, light -weight structure supported on perimeter walls and spread -footing
foundation. Steel columns at each pump island will support the pump island canopy. The
maximum load for the canopy is expected to be 50 kips per column. RGI expects that
excavations up to 20 feet in depth will be needed for the UST installation.
The recommendations in the following sections of this GER are based upon our
understanding of the above design features. If actual features vary or changes are made,
RGI should review them in order to modify our recommendations as required. In addition,
RGI requests to review final design drawings and specifications to verify that our project
understanding is correct and that our recommendations have been properly interpreted and
incorporated into project design and construction.
2.0 SCOPE OF WORK
On August 9, 2012, RGI drilled two test borings to a maximum depth of 26 feet below
ground surface (bgs). The borings were drilled with a rubber -track, hollow stem auger drill
rig within the proposed fueling facility and UST area. The approximate boring locations
are shown on Figure 2.
Using the information obtained from our subsurface exploration, RGI developed
geotechnical recommendations for project design and construction for the following:
➢ Soil and groundwater conditions
➢ Seismic considerations
➢ Site preparation and grading
➢ Excavations
Underground storage tanks
➢ Foundations
➢ Slab -on -grade
➢ Utilities and pavements
Field screening of the soils was completed as part of the explorations on site. The result of
the field screening and testing of the groundwater is provided under separate cover.
THE RILEY GRQUP, INC.
9 9
Geolechnica! Engineering Report Page 2 August 22, 2012
QFC 871 Friel Stalion, Renton, Washington RGI Project No. 2011-345
3.0 SITE CONDITIONS
3.1 SURFACE
The site is a rectangular -shaped property located at the southwest comer of Northeast 4th
Street and Duvall Avenue. The site is bound to the north by Northeast 4th Street, to the
east by Duvall Avenue, to the south and west by commercial properties.
The site is currently vacant. The site is relatively flat with overall elevation difference less
than 5 feet.
3.2 SOILS
The soil encountered during the field exploration was consistent in the two locations
explored. The site is underlain by over 25 feet of very dense glacial till which consists of
silty sand with gravel.
Our review of the Geologic Map of Surftcial Deposits to the Seattle 30' by 60'
Quadrangle, Washington (James C. Yount, etc. 1993) indicates that the native soil in the
area was mapped as Vashon till (Map unit Qvt). Glacial till is described as a light to dark
gray, nonsorted, nonstratified mixture of clay, silt, sand, and gravel to boulder size. The
native soils encountered at the site are generally consistent with the above description.
More detailed descriptions of the subsurface conditions encountered are presented on the
boring logs in Appendix A. Grain -size analyses were performed on selected samples and
the results are located in Appendix A.
During the geotechnical investigation, RGI project geologist field screened the soil
samples using a photoionization detector (PID). Field screening with a PID was
accomplished by placing a small amount of soil in a plastic bag and sealing the bag,
allowing any vapors to collect. The metal tip of the PID was used to pierce the bag and a
reading was taken after the values had stabilized. No visual indications of contamination or
readings with the PID were observed.
3.3 GROUNDWATER
A groundwater table was not encountered during the field exploration. Light groundwater
seepage was encountered at Boring B-1 at a depth of 6 feet. The seepage appears to be
indicative of seasonal groundwater collecting within clean sand interbeds.
Fluctuations in groundwater level should be expected on a seasonal and annual basis. The
level will be highest during the extended periods of heavy seepage in the wet winter
months. Groundwater seepage may be encountered in excavations area if the construction
occurs in the wet season. It will not likely affect the construction activities.
3.4 SEISMIC CONSIDERATIONS
Based on the 2009 International Building Code (IBC), RGI recommends the following
seismic parameters for design:
THE RILEY GROUP, INC.
9
Geotechnical Engineering Report
QFC 871 Fuel Station, Renton, Washington
Page 3
Table 12009 IBC
0
Augusi 22, 2012
RGI Project No. 2012-345
Parameter
Value
Site Soil
Site Latitude
47.488203
Site Longitude v
122.156704
Short Period Spectral Response Acceleration, (percent g)
139
l -Second Period Spectral Response Acceleration, (percent g)
Seismic Coefficient,
47.3
1.000
Seismic Coefficient,
1.327
TM In general accordance with the 2009 IBC, Table 1613.5.2, IBC Site Class is based on the average characteristics of the upper
100 feet ofthe subsurface profile.
2. Note: The 2009 IBC requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The
current scope of our services does not include the required 100 -foot soil profile determination. Borings extended to a maximum depth
of 26 feet, and this seismic site class definition considers that similar soil continues below the maximum depth of the subsurface
exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of
exploration.
Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength
due to an increase in water pressure induced by vibrations from a seismic event.
Liquefaction mainly affects geologically recent deposits of fine-grained sands that are
below the groundwater table. Soils of this nature derive their strength from intergranular
friction. The generated water pressure or pore pressure essentially separates the soil grains
and eliminates this intergranular friction, thus reducing or eliminating the soil's strength.
RGI reviewed the soil conditions encountered during field exploration and assessed the
potential for liquefaction of the site's soil during an earthquake. The native soil is very
dense glacial and is generally considered not subject to soil liquefaction during an
earthquake.
4.0 DISCUSSION AND RECOMMENDATIONS
4.1 GENERAL
Based on our explorations, the site is suitable for the proposed project from a geotechnical
standpoint. The native soil is suitable for supporting of the proposed foundations and tanks.
The canopy for the proposed fueling facility can be supported on column footing
foundations bearing on stiff native soil. The proposed kiosk can be supported on spread
footing foundation bearing On native soil. Pavement can be similarly supported on native
soil.
Detailed recommendations regarding the above issues and other geotechnical design
considerations are provided in the following sections. These recommendations should be
incorporated into the final design drawings and construction specifications.
THE RILEY GROUP, INC.
0
Geotechnical Engineering Report
QFC 871 Fuel Station, Renton, Washington
Page 4
4.2 SITE PREPARATION AND GRADING
9
August 21, 1012
RGI Project No. 2012-345
The site should be prepared for construction by removing the asphalt surfacing. Utilities to
be abandoned should be removed and replaced with structural fill.
Proofrolling and subgrade verification should be considered an essential step in site
preparation. After stripping and prior to placement of structural fill, RGI recommends
proofrolling subgrades of the canopy area, pavement area, and areas to receive structural
fill. These areas should be compacted to a firm and unyielding condition in order to
achieve a minimum compaction level of 95 percent of the modified proctor maximum dry
density as determined by the American Society of Testing and Materials D1557-09
Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified
Effort (ASTM D1557).
Proofrolling and adequate subgrade compaction can only be achieved when the soils are
within approximately ± 2 percent moisture content of the optimum moisture content. Soils
that appear firm after stripping and grubbing may be proofrolled with a heavy compactor,
loaded double -axle dump truck, or other heavy equipment under the observation of an RGI
representative. This observer will assess the subgrade conditions prior to filling. The need
for or advisability of proofrolling due to soil moisture conditions should be determined at
the time of construction. In wet areas it may be necessary to hand probe the exposed
subgrades in lieu of proofrolling with mechanical equipment.
Subgrade soils that become disturbed due to elevated moisture conditions should be
overexcavated to reveal firm, non -yielding, non-organic soils and backfilled with
compacted structural fill. In order to maximize utilization of site soils as structural fill, RGI
recommends that the earthwork portion of this project be completed during extended
periods of warm and dry weather, if possible. If earthwork is completed during the wet
season (typically November through May) it will be necessary to take extra precautionary
measures to protect subgrade soils. Wet season earthwork will require additional mitigative
measures beyond that would be expected during the drier summer and fall months.
4.3 STRUCTURAL FILL
The native soil is moisture sensitive and may not be suitable to be used as structural fill if
the construction occurs in the wet season. If the site soils become wet or the construction
takes place in wet weather, RGI recommends import material that meets the following
grading requirements for site grading and backfill.
Table 2 Structural Fill Gradation
U.S. Sieve Size Percent Passing
3 inches 100
No. 4 sieve 75 percent
No. 200 sieve 5 percent *
*Based on minus 314 inch fraction.
THE RILEY GROUP, INC.
Geotechnical Engineering Report
QFC 871 Fuel Station, Renton, Washington
Page 5
August 22, 2012
RGI Project No. 2012-345
Prior to use, an RGI representative should observe and test all materials imported to the
site for use as structural fill. Structural fill materials should be placed in uniform loose
layers not exceeding 10 inches and compacted as specified in Table 3. The soil's maximum
density and optimum moisture should be determined by ASTM D1557.
Table 3 Structural Fill Compaction ASTM D1557
Minimum Moisture Content
Location Material Type Compaction
Percentage Range
Foundations Approved imported fill soils: 95 +2 -2
Slab -on -grade Approved imported fill soils: 95 +2 -2
General Fill (non- Approved imported fill soils: 90 +3 -2
structural areas)
Pavement — Subgrade Approved imported fill soils: 95 +2 -2
and Base Course
Placement and compaction of structural fill should be observed by RGI. A representative
number of in-place density tests should be performed as the fill is being placed to confirm
that the recommended level of compaction is achieved.
4.4 EXCAVATIONS AND SHORING
Site excavations for USTs, pump island dispensers, and utility and piping trenches must be
completed in accordance with the applicable Occupational Safety and Health
Administration (OSHA) and American Petroleum Institute (API) or other requirements.
Based on OSHA regulations, the native soil classifies as a Group A soil.
In all cases, however, appropriate inclinations will depend on the actual soil and
groundwater conditions encountered during earthwork. Ultimately, the site contractor must
be responsible for maintaining safe excavation slopes that comply with applicable OSHA
or Washington Industrial Safety and Health Act (WISHA) guidelines.
Accordingly, for excavations more than 4 feet but less than 20 feet in depth, the temporary
side slopes should be laid back with a minimum slope inclination of 3/4H:1 V (Horizontal:
Vertical). Following excavation, all exposed slopes must be covered with reinforced plastic
sheeting that is securely anchored to the slope face. This sheeting will contain loose soil
conditions that may develop on the slope face and ravel off, therefore, preventing erosion
of the slope face during periods of precipitation.
4.5 UNDERGROUND STORAGE TANKS (USTs)
RGI understands that two USTs will be installed to the south of the canopy and near the
existing restaurant dumpster area. The installation of the USTs will require an excavation
of up to 20 feet bgs. The USTs can be installed in a single excavation. The depth to the top
of the USTs is typically 3 feet below finished grade with at least 2 feet of appropriate
backfill material. The backfill can be either pea gravel or other material per API
specifications for setting the tanks.
THE RILEY GROUP, INC.
0
Geotechnical Engineering Report
QFC 871 Fuel Station, Renton, Washington
Page 6
August 22, 2012
RGI Project No. 2012-345
Seepage should be expected in the excavation, however, if the excavation is completed in
the drier summer months, this seepage should be controllable with sumps set in the
excavation.
The installation will require tank hold down slabs or anchors to accommodate possible
buoyant forces. The UST system installation and design must be in accordance with API
regulations.
4.6 FOUNDATIONS
Following the site grading and UST installation, the proposed canopy can be supported on
column foundations bearing on dense native soil. The proposed kiosk can be supported on
continuous footing bearing on native soil. RGI recommends designing foundations for a
net allowable bearing capacity of 2,500 pounds per square foot (psf). For short-term loads,
such as wind and seismic, a 113 increase in this allowable capacity can be used.
For designing foundations to resist lateral loads, a base friction coefficient of 0.30 can be
used. Passive earth pressures acting on the side of the footing can also be considered for
resisting lateral loads. RGI recommends calculating this lateral resistance using an
equivalent fluid weight of 250 pounds per cubic foot (pef). This value assumes the
foundation will be constructed neat against competent structural fill as described in Section
4.2. The recommended friction and passive resistance values include a safety factor of 1.5.
With foundations designed in accordance with the recommendations in this section,
maximum total and differential post -construction settlements of 1 inch and 112 inch in 50
feet, respectively, should be expected.
4.7 KIOSK SLAB -ON -(TRADE
RGI recommends that slab -on -grade be supported on firm native soil subgrade.
Immediately below the floor slab, RGI recommends placing a 4 -inch -thick capillary break
layer of clean, free -draining pea gravel, washed rock, or crushed rock that has less than 5
percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward
capillary movement of water through the underlying soil and subsequent wetting of the
floor slab. Where moisture by vapor transmission is undesirable, an 8- to 10 -millimeter -
thick plastic membrane should be placed on a 4 -inch -thick layer of capillary break.
4.8 DRAINAGE
Final exterior grades should promote free and positive drainage away from building. Water
must not pond or collect adjacent to the kiosk or within the immediate canopy area. RGI
recommends providing a minimum drainage gradient of 3 percent for a minimum distance
of 10 feet from the canopy perimeter, except in paved locations. In paved locations, a
minimum gradient of 1 percent should be provided unless provisions are included for
collection and disposal of surface water adjacent to the structure.
RGI understands that an infiltration system is being considered for the on-site disposal of
storm water run-off in the parking area. The native soil is not suitable for infiltration. In
our opinion, an on-site infiltration system below the ground surface is not feasible.
THE RILEY GROUP, INC.
Geotechnical Engineering Report Page 7 August ll, 2012
QFC 871 Fuel Station, Renton, Washington RGI Project No. 2012-345
4.9 UTILITIES
Utility pipes should be bedded and backfilled in accordance with American Public Works
Association (APWA) specifications. For site utilities located within the City of Renton
right-of-ways, bedding and backfill should be completed in accordance with City of
Renton specifications. The trench backfill should be placed and compacted as structural
fill, as described in Section 4.2.
Where utilities occur below unimproved areas, the degree of compaction can be reduced to
a minimum of 90 percent of the soil's maximum density as determined by the referenced
ASTM standard. As noted, excavated native soil is moisture sensitive and may not be
suitable for being used as backfill. Imported structural fill should be used for all backfills if
the construction occurs in wet season. The backfill material should satisfy the structural fill
requirements listed in Section 4.3.
Product and vent piping trenches should be sloped, bedded, and backfilled in accordance
with the API specifications.
4.10 PAVEMENTS
Pavement section may match the existing pavement section on the site. For new pavement,
the subgrade should be prepared as described in Section 4.2 of this GER and as discussed
below. Regardless of the relative compaction achieved, the subgrade must be firm and
relatively unyielding before paving. This condition should be verified by proofrolling with
construction equipment or hand probe by an RGI representative.
With the pavement subgrade prepared as described above, RGI recommends that the area
be paved with flexible pavement surface. The following pavement sections are
recommended:
➢ For heavy truck traffic areas: 4 inches of asphalt concrete (AC) over 8 inches of
crushed rock base (CRB)
➢ For general parking areas: 3 inches of AC over 6 inches of CRB
The asphalt -paving materials used should conform to the Washington State Department of
Transportation (WSDOT) specifications for Hot -Mix Asphalt 112 -inch Class and CRB
surfacing.
Long-term pavement performance will depend on surface drainage. A poorly -drained
pavement section will be subject to premature failure as a result of surface water
infiltrating into the subgrade soils and reducing their supporting capability.
For optimum pavement performance, surface drainage gradients of no less than 2 percent
are recommended. Also, some degree of longitudinal and transverse cracking of the
pavement surface should be expected over time. Regular maintenance should be planned to
seal cracks when they occur.
THE RILEY GROUP, INC.
Geotechnical Engineering Reporl Page 8 August 22, 2012
QFC 871 Fuel Station, Renton, Washington RGI Project No. 2012-345
5.0 ADDITIONAL SERVICES
RGI is available to provide further geotechnical consultation as the project design
develops. RGI should review the final design and specifications in order to verify that
earthwork and foundation recommendations have been properly interpreted and
incorporated into project design and construction.
RGI is also available to provide geotechnical engineering and monitoring services during
construction. The integrity of the earthwork and construction depends on proper site
preparation and procedures. In addition, engineering decisions may have to be made in the
field in the event that variations in subsurface conditions become apparent. Construction
monitoring services are not part of this scope of work. If these services are desired, please
let us know and RGI will prepare a cost proposal.
6.0 LIMITATIONS
This GER is the property of RGI, Kroger, Inc., and their designated agents and was
prepared in accordance with generally accepted geotechnical engineering practices. This
GER is intended for specific application to the QFC 871 Fuel Station in Renton,
Washington. This GER was prepared for the exclusive use of Kroger, Inc. and its
authorized representatives. It should be made available to prospective contractors for
information or factual data only and not as a warranty of ground conditions. No other
warranty, expressed or implied, is made.
The scope of services for this project does not include either specifically or by implication
any biological (for example, mold, fungi, bacteria) assessment of the site or identification
or prevention of pollutants, hazardous materials or conditions. Field screening of the soils
and sampling of the groundwater was completed as part of the explorations on site. The
result of the field screening and testing of the groundwater is provided under separate
cover.
The analyses and recommendations presented in this GER are based upon data obtained
from the test borings drilled on site. Variations in soil conditions can occur, the nature and
extent of which may not become evident until construction. Site safety, excavation support,
and dewatering requirements are the responsibility of others. In the event that changes in
the nature, design, or location of the project as outlined in this GER are planned, the
conclusions and recommendations contained in this GER shall not be considered valid
unless RGI is requested to reevaluate the recommendations in this GER prior to proceeding
with construction.
It is the client's responsibility to see that all parties to the project, including the designers,
contractors, subcontractors, are made aware of this GER in its entirety. The use of
information contained in this GER for bidding purposes should be done at the contractor's
option and risk.
THE RILEY GROUP, INC.
USGS, 1994, Renton, Washington Approximate Scale: ]"=1000'
7.5 -Minute QuadrangleA
0 500 1000 2000 N
The Riley Group, Inc. QFC 871 Fuel Station Figure 1
17522 Bothell Wey Northeast, Suite A RGI Project Number Date Drawn:
Site Vicinity Map
Bothell, Wmh4ton 98011 2012-345 1 OW012
Phone. 425.415.0551 #Fax! 425.4 15.0311 Address: 4615 Northeast 4th Street, Renton, Washington 98059
N.E. 4TH STREET
IN
EX. TRAFFIC SIGNAL
POLE TO BE RELOCATED
PLAZA AREA
Approximate Scale: l" -3W
0 B-1 io B-2 Ted vp6a 2Y
rfa.m A%= Bwghausm coca eery, Inc., DD -2 Detailed Sipe Plan, O&W12 0 15 30 6o N
The RileyGroup, Inc QFC 871 Fuel Static® Figure 2
17522 Bo&A WayNm"st, &dft A RGI PwjW Nw&ar Geotecitnical(oration Plan Date Brawn:
Bo&A W MI 2012-345 � 08201L PCI 2
rbow: 425.415.0551 4 Fax: 425.415.0311 Add em.- 4615 Northeast 4th Street, Renton, Washington 98059
LEX_ PROPERTY LINE
I
PROPOSED PROPERTY
^civ
LINE
LU
s
B-1
4
A
B-Z
(6�
43'
�y,
F
U
�k
V
N
TRASH
I
I
ENCLOSURE
Approximate Scale: l" -3W
0 B-1 io B-2 Ted vp6a 2Y
rfa.m A%= Bwghausm coca eery, Inc., DD -2 Detailed Sipe Plan, O&W12 0 15 30 6o N
The RileyGroup, Inc QFC 871 Fuel Static® Figure 2
17522 Bo&A WayNm"st, &dft A RGI PwjW Nw&ar Geotecitnical(oration Plan Date Brawn:
Bo&A W MI 2012-345 � 08201L PCI 2
rbow: 425.415.0551 4 Fax: 425.415.0311 Add em.- 4615 Northeast 4th Street, Renton, Washington 98059
Geotechnical Engineering Report August 22. 2012
QFC 871 Fuel Station, Renton, Washington RGI Project No. 2012-345
APPENDIX A
FIELD EXPLORATION AND LABORATORY TESTING
QFC 871 Fuel Station
4615 Northeast 4th Street
Renton, Washington 98059
On August 9, 2012, RGI performed our field exploration using a rubber -track drill rig. RGI
explored subsurface soil conditions at the site by advancing two test borings to a maximum
depth of 26 feet below existing grade. The boring locations are shown on Figure 2. The
boring locations were approximately determined by interpolating from existing property
features.
A geologist frorn our office conducted the field exploration and classified the soil
conditions encountered, maintained a log of each test boring, obtained representative soil
samples, and observed pertinent site features. All soil samples were visually classified in
accordance with the Unified Soil Classification System (USCS) described on the sheet
behind the boring logs.
Representative soil samples obtained from the borings were placed in closed containers
and taken to our laboratory for further examination and testing. The moisture content of
selected samples was measured and is reported on the boring logs. Grain -size analyses
were performed on selected samples.
THE RILEY GROUP, INC,
9 9
Project Name: QFC 871 Fuel Station Boring No.: B-1
Project Number: 2012-345 Sheet 1 Of 9
Client: Kroger, Inc. it
Date(s) Drilled: 818112
Logged By: EW
Surface Conditions: Grass
Drilling Method(s): HSA
Drill Bit Sizerrype: B" Diameter
Total Depth of Borehole: 25.25 feet bgs
Drill Rig Type: Rubber Track Drlll Rig
Drilling Contractor: Boretec
Approximate Surface Surface Elevation:
Groundwater Level Not Encountered ATD
and Date Measured:
Sampling Method(s): SPT
Hammet Data: 140 Ib, 30 in drop, rope and
cathead
Borehole Backfill: Bentonite Chips
Location: 4815 Northeast 4th Street, Renton, WA 98059
17522 Bothell Way NE, Bothell, WA 98011
1838 South Washinglon Street, KenntpMck, WA 99337
9 0
Project Name: QFC 871 Fuel Station Boring No.: B-2
Project Number: 2012-345
Sheet 1 of 1
Client: Kroger, Inc. if
Date(s) Drilled: 818112
Logged By: EW
Surface Conditions: Grass
Drilling Method(s): HSR
Drill Bit Size/Type: 6" Diameter
Total Depth of Borehole: 20.5 feet bgs
Drill Rig Type: Rubber Track Drill Rig
Drilling Contractor: Boretec
Approximate nla
Surface Elevation:
Groundwater Level Not Encountered ATD
and Date Measured:
Sampling Method(s): SPT
Hammer Data : 140 lb, 30 in drop, rope and
cathead
Borehole Backfill: Bentonite Chips
Location: 4615 Northeast 4th Street, Renton, WA 98059
17522 Bothell Way NE, 9othell, WA 98011
1838 South Washington Street, Kennawlck, WA 99337
10 0
Project Name: QFC 871 Fuel Station Key t0 Log Of Boring
Project Number: 2012-345 or,
Sheet 1 Of 1
Client: Kroger, Inc.
COLUMN DESCRIPTIONS
1 Elevation (feet): Elevatlon (MSL, feet)_ ® Recovery (%): Core Recovery Percentage is determined based on
2 Depth (feet): Depth In feet below the ground surface. a ratio of the length of core sample recovered compared to the
3 Sample Type: Type of soil sample collected at the depth interval cored interval length.
shown. USCS Symbol: USCS symbol of the subsurface material_
85 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material
Sampling Resistance, blows/ft: Number of blows to advance driven encountered.
sampler one foot (or distance shown) beyond seating interval Q MATERIAL DESCRIPTION: Description of material encountered.
using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive
text.
® Moisture (%): Moisture, expressed as a water content.
CHEM: Chemical tests to assess corrosivity
COMP: Compaction test
CONS: One-dimensional consolidation test
LL: Liquid Limit, percent
IN Silty SAND (SM)
Shelby Tube (Thin-walled,
fixed head)
9
Auger sampler
Bulk Sample
m3
-Inch -OD California w/
brass rings
C
B
4f
`
^
y
ID
v
v
rn
t
E
}
a
w
D
rn
in
E
to a
MATERIAL DESCRIPTION
2
COLUMN DESCRIPTIONS
1 Elevation (feet): Elevatlon (MSL, feet)_ ® Recovery (%): Core Recovery Percentage is determined based on
2 Depth (feet): Depth In feet below the ground surface. a ratio of the length of core sample recovered compared to the
3 Sample Type: Type of soil sample collected at the depth interval cored interval length.
shown. USCS Symbol: USCS symbol of the subsurface material_
85 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material
Sampling Resistance, blows/ft: Number of blows to advance driven encountered.
sampler one foot (or distance shown) beyond seating interval Q MATERIAL DESCRIPTION: Description of material encountered.
using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive
text.
® Moisture (%): Moisture, expressed as a water content.
CHEM: Chemical tests to assess corrosivity
COMP: Compaction test
CONS: One-dimensional consolidation test
LL: Liquid Limit, percent
IN Silty SAND (SM)
ICME Sampler
LLi Continuous Core Sampler
Grab Sample
'2.5 -inch -OD Modified
California wl brass liners
PI: Plasticity Index, percent
SA: Sieve analysis (percent passing No, 200 Sieve)
UC: Unconfined compressive strength lest, Qu, in ksf
WA: Wash sieve (percent passing No. 200 Sieve)
e 1 _; is ' 1 - a
Pitcher Sample Water level (at time of drilling, ATD)
2 -inch -OD unlined split Water level (after waiting)
spoon (SPT) Minor change in material properties within a
Shelby Tube (Thin-walled, stratum
fixed head) - Inferred/gradational oontad between strata
—?- Queried contact between strata
1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be
gradual. Field descriptions may have been modified to reflect results of lab tests.
2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative
of subsurface conditions at other locations or times.
The FSley Group, Inc.
17522 Bothell way NE, Bothell, WA 98011
1838 South Washington Street, Kennewick, WA 99337
Shelby Tube (Thin-walled,
fixed head)
Auger sampler
Bulk Sample
m3
-Inch -OD California w/
brass rings
ICME Sampler
LLi Continuous Core Sampler
Grab Sample
'2.5 -inch -OD Modified
California wl brass liners
PI: Plasticity Index, percent
SA: Sieve analysis (percent passing No, 200 Sieve)
UC: Unconfined compressive strength lest, Qu, in ksf
WA: Wash sieve (percent passing No. 200 Sieve)
e 1 _; is ' 1 - a
Pitcher Sample Water level (at time of drilling, ATD)
2 -inch -OD unlined split Water level (after waiting)
spoon (SPT) Minor change in material properties within a
Shelby Tube (Thin-walled, stratum
fixed head) - Inferred/gradational oontad between strata
—?- Queried contact between strata
1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be
gradual. Field descriptions may have been modified to reflect results of lab tests.
2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative
of subsurface conditions at other locations or times.
The FSley Group, Inc.
17522 Bothell way NE, Bothell, WA 98011
1838 South Washington Street, Kennewick, WA 99337
THE RILEY GROUP, INC. PHONE: (425) 415-0551
17522 Bothell Way NE FAX: (425) 415-0311
Bothell, WA 98011
PROJECT TITLE
PROJECT NO.
TECHIDATE
WA„TER CONTENT (D
Wt Wet Soi I & Tare (gm)
Wt Dry Soil & Tae (gm)
Weight of Tare (gm)
Weight of Water (gm)
Weight of Dry Sail (gm)
Mol sture Content
GRAIN SIZE i
ASTM D 421, D 2217, D 11
QFC Fuel Station Renton
2012-345
ELW 0819112
vered Moisture)
(w1) 611.50
% COBBLES
0.00
0.00
% C GRAVEL
14.20
6.711
% F GRAVEL
100.00
17.30
% C SAND
7.50
% M SAND
12.01
% F SAND
14.20
27.95
% FINES
100.00
2853
% TOTAL
100.00
D10 (mm)
37.60
n/a
D30 (mm)
Na
D60 (mm)
n/a
Cu
15.33
n/a
Ca
134.50
n/a
100
% 90
80
P 70
A 60
S 50
S 40
1 30
N 20
G 10
0
(w4 --w
574.40
14.20
37.10
560.20
6.62
12.0'
3.0'
2.5'
2.0'
1.5'
1.0'
0.75'
0.50'
0.375'
#1(
#2(
#4(
#6(
#10(
#20(
PAN
C 117, D 422, C 136
} SAM PLE I DITYPE B-1
SAMPLE DEPTH 5
Weight Of Sa Ml a (gm) 574.40
Tae Weight (gm) 14.20
WB Total Dry Wei m 560.20
SI EVE ANALYSIS
cumulptly
W" t Ret (Wt Tere) (%Retained! % PASS
+Tare uwt mvw6i* in 1 (100 -°/.ret)
14.20
0.00
0.00
100.00
14.20
0.00
0.00
100.00
14.20
0.00
0.00
100.00
51.80
37.60
6.71
93.29
100.10
85.90
15.33
84.67
148.70
134.50
24.01
75.99
190.70
176.50
31.51
68.49
258.00
243.80
43.52
56.48
357.40
1 343.20 1
61.26 1
36.74
414.60
400.40
71.47 1
28.53
574.40
1 560.20 1
100.00 1
0.00
files
ooase gravel
coarse gravel
wase gravel
coarse gravel
urea gavel
1 ne gravel
5 ne gravel
fi ne gavel
oomm sand
Tedi um sand
Tedi um sand
fi ne sand
fi no said
fine sand
fines
dItlday
1000 100 10 1
Grain size In millimeters
DESCRIPTION Silty SAND with some gravel
USCS SM
Me R11ey Group, Inc.
0.1 0.01
0.001
THE RILEY GROUP, INC.
17522 Bothell Way NE
Bothell, WA 98011
GRAI N SI Z ANALYST S
ASTM D 421, D 2217, D 1140, C 117, D 422, C 136
PROJECT TITLE
0.00
QFC Fuel Station Renton
I
2012-345
13.97
PROJECT NO.
1$.70
ELW 0819/12
100.00
rECH/DATE
WATER CONTENT (Delivered
Wt Wet Soil & Tare (gm)
Moisture]
(w1) 431.40
Wt Dry Sal & Tare (gm)
(w2)
399.10
Weight of Tae (gm)
(w3)
14.10
Weight of Water (gm)
(w4=w1-w2)
32.30
Weight of Dry Soil (gm)
(wS=w2-w3)
385.00
Moisture Content (%)
(w41w5)" 1001
8.39
% COBBLES
% C GRAVEL
% F GRAVEL
% C SAND
% M SAND
% F SAND
% FINES
% TOTAL
D10 (mm)
D30 (mm)
D60 (mm)
Cu
Cc
0.00
12.0"
3.0"
2.5"
2.0'
1.5"
1.0'
0.75'
0.50'
0.375'
#4
#1(
#2(
#4(
#6(
3.66
27.30
13.97
22.91
1$.70
13.45
100.00
n/a
n/a
n/a
n/a
n/a
100
% 90
80
P 70
A 60
S 50
S 40
1 30
N 20
G 10
0
1000 100 10 1
Grain size in millimeters
DESCRIPTION Siltygravelly SAND
USCS SM
#10(
#20(
PAN
PHONE: (425) 415-0551
FAX: (425) 415-0311
SAMPLE IDITYPE B-2
SAMPLE DEPTH 2.5
We ght Of Sarnpl a (gm)
Tare Weight (gm)
(VV6) Total Dry Weight (gm)
SI EVE ANALYST S
Cumulative
Wt Ret (Wt -Tare) (%Ret in °, ,PA S
+Tarp i wtratA.Ri*inm (100 -%ret)
14.10
0.00
obo
100.00
14.10
0.00
0.00
100.00
14.10
0.00
0.00
100.00
28.20
14.10
3.66
96.34
71.90
57.80
15.01
84.99
133.30
119.20
30.96
69.04
187.10
173.00
44.94
55.06
275.30
261.20
67.84
32.16
329.70
315.60
81.97
18.03
347.30
333.20
86.55
13.45
399.10
385.00
100.00
0.00
399.10
14.10
385.00
xobbles
coarse gravel
coarse gravel
marse gravel
coarse gravel
Boase gravel
fine gravel
fine gravel
fine gravel
coarse sand
medium sand
meth um sand
fine sad
f i ne sand
f i ne sand
fines
gltlday
The Riley Group, Inc.
0.1 0.01
0.001
Altmann Oliver Associates, LLC AOA
II( I IinI., u; ti (:ai n.uilm, 11 k 10501 I 011irc• 11`25) :13:x-ia:;;, PaA (12)) :i:i:.-I:-IY!
March 21, 2012
Brian Jessen
Eastside Funding LLC
3933 Lake WA Blvd. NE, Suite 100
Kirkland, WA 98033
SUBJECT: Critical Areas Review for 4615 NE 4'h Street
Renton, WA (Parcel 152305-9124)
Dear Brian:
Environ niciital
tllaniiin 4
1-w1dS(,;1I)e
i1rChitecture
AOA -4169
On March 20, 2012 1 conducted a wetland and stream reconnaissance on the
subject property utilizing the methodology outlined in the 1997 Washington State
Wetlands Identification and Delineation Manual and the 2010 Regional Supplement
to the Corps of Engineers Wetland Delineation Manual: Western Mountains,
Valleys, and Coast Region (Version 2.0).
Existing Conditions
It is my understanding that the site was previously developed with a gas station and
associated food mart. At the time of the site visit, the property was undeveloped and
consisted primarily of compact fill. Vegetation on the site was generally confined to
a small remnant depression in the southern portion of the property and consisted of
an upland plant community that included big -leaf maple (Acer macrophyllum), black
cottonwood (Populus trichocarpa), hazelnut (Corylus comuta), Indian plum
(Oemleria cerasiformis), Himalayan blackberry (Rubus armeniecus), and Scot's
broom (Cytisus scoparius). No hydrophytic plant communities were observed on the
site.
Borings taken throughout the vegetated portion of the property revealed dry, non -
hydric, high chroma soils and there was no evidence of ponding or prolonged soil
saturation anywhere on the site.
Surrounding land use includes NE 4th Street to the north, Duvall Ave. NE to the east,
and retail development with associated paved parking immediately adjacent the west
and south property boundaries.
Brian Jessen
March 21, 2012
Page 2
Conclusion
No wetlands or streams are located on or adjacent to the property. This conclusion
is based on a field investigation that did not identify any hydrophytic plant
communities, hydric soils, or evidence of wetland hydrology anywhere on or
adjacent to the site.
If you have any questions regarding the reconnaissance, please give me a call.
Sincerely,
ALTMANN OLIVER ASSOCIATES, LLC
— Djk;��
John Altmann
Ecologist
Form WA -5 (6176) File No.; NCS-520794-OR1
Commitment Face Page
COMMITMENT FOR TITLE INSURANCE
Issued by
FIRST AMERICAN TITLE INSURANCE COMPANY
First American Title Insurance Company, herein called the Company, for valuable consideration, hereby
commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the
proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered
hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges
therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations
hereof.
This Commitment shall be effective only when the identity of the proposed Insured and the amount
of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either
at the time of the issuance of the Commitment or by subsequent endorsement.
This Commitment if preliminary to the issuance of such policy or policies of title insurance and all
liability and obligations hereunder shall cease and terminate six (6) months after the effective date
hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that
the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not
be valid or binding until countersigned by an authorized officer or agent.
IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to
become valid when countersigned by an authorized officer or agent of the Company, all in accordance
with its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date."
First American Title Insurance Company
y ,'41arl��r';ei
By: President
31►[EMHI K
Attest: f♦j!�/ Secretary
By: �-f.A-1.1--Countersigned
First American Titie Insurance Company
Form WA -5 (6/76)
Commitment
0
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lklaillift &
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First American Title Insurance Company
National Commercial Services
200 SW Market Street, Suite 250, Portland, OR 97201
(503)795-7600 - FAX (866)678-0591
Rachael Rodgers
(503)795-7608
rrodgers@firstam.com
Kristine Pizzuti
(503)790-7866
kpizzuti@firstam.com
To: Fred Meyer
3800 S.E. 22nd Avenue
Portland, OR 97202-2999
Attn: Ginger Pullen
SCHEDULE A
1. Commitment Date: December 21, 2011 at 7:30 A.M.
2. Policy or Policies to be issued:
File No.: NCS -520794 -ORI
Page No. 1
Melinda Dee Sylvester
(503)795-7697
mdsylvester@firstam.com
File No.: NCS-520794-OR1
Your Ref No.: QFC Renton /
Northeast 4th Street and Duvall
AMOUNT PREMIUM TAX
Standard Owners Coverage $ 465,000.00 $ To follow $ To follow
Proposed Insured:
Quality Food Centers, a Division of Fred Meyer Stores, Inc
3. The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is
at the effective date hereof vested in:
Eastside Funding LLC
4. The land referred to in this Commitment is described as follows:
The land referred to in this report is described in Exhibit "A" attached hereto.
First American rtle Insurance Company
Form WA -5 (6/76) File No.: NCS-520794-OR1
Commitment Page No. 2
EXHIBIT 'A'
LEGAL DESCRIPTION:
THE NORTH 180 FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF;
AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 1804907;
AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 5849734;
AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25
FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF
SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID
SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1987
UNDER RECORDING NO. 87062414888.
First American Title Insurance Company
Form WA -5 (6/76)
Commitment
9 9
SCHEDULE B - SECTION 1
The following are the Requirements to be complied with:
File No.: NCS -520794 -ORI
Page No. 3
Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the
estate or interest to be insured.
Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly
filed for record.
Item (C) Pay us the premiums, fees and charges for the policy.
Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will
get an interest in the land or who will make a loan on the land. We may then make
additional requirements or exceptions
SCHEDULE B - SECTION 2
GENERAL EXCEPTIONS
The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed
of to the satisfaction of the Company.
A. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records.
B. Any facts, rights, interest, or claims which are not shown by the public records but which could
be ascertained by an inspection of said land or by making inquiry of person in possession thereof.
C. Easements, claims of easement or encumbrances which are not shown by the public records.
D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts
which a correct survey would disclose, and which are not shown by public records.
E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the
issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted
under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations,
Indian Treaty or Aboriginal Rights, including easements or equitable servitudes.
F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or
hereafter furnished, imposed by law and not shown by the public records.
G. Any service, installation, connection, maintenance, construction, tap or reimbursement
charges/costs for sewer, water, garbage or electricity.
H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in
the public records or attaching subsequent to the effective date hereof but prior to the date the
proposed insured acquires of record for value the estate or interest or mortgages thereon
covered by this Commitment.
First American Title Insurance Company
Form WA -5 (6/76) File No.: NCS-520794-OR1
Commitment Page No. 4
SCHEDULE 8 - SECTION 2
(continued)
SPECIAL EXCEPTIONS
1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if
unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1.78%n.
Levy/Area Code: 2100
For all transactions recorded on or after July 1, 2045:
• A fee of $10.00 will be charged on all exempt transactions;
• A fee of $5.00 will be charged on all taxable transactions in addition to the
excise tax due.
2. Delinquent General Taxes for the year 2011, plus interest and penalties.
Tax Account No.:
152305-9124-03
Amount Billed:
$
5,408.24
Amount Paid:
$
0.00
Amount Due:
$
5,408.24
Assessed Land Value:
$
441,800.00
Assessed Improvement Value:
$
0.00
3. Delinquent General Taxes for the year 2010, plus interest and penalties.
Tax Account No.: 152305-9124-03
Amount Billed: $ 4,925.34
Amount Paid: $ 0.00
Amount Due: $ 4,925.34
Assessed Land Value: $ 441,800.00
Assessed Improvement Value: $ 0.00
4. Delinquent General Taxes for the year 2009, plus interest and penalties.
Tax Account No.:
152305-9124-03
Amount Billed:
$
4,409.93
Amount Paid:
$
0.00
Amount Due:
$
4,409.93
Assessed Land Value:
$
441,800.00
Assessed Improvement Value:
$
0.00
5. City liens if any of the City of Renton
6. Reservations and exceptions, including the terms and conditions thereof:
Reserving: Mineral
Reserved By: Northern Pacific Railroad Company
Recorded: Undisclosed
Recording Information: 192430
First American Title Insurance Company
0 0
Form WA -5 (6/76)
Commitment
File No.: NCS-520794-QR1
Page No. 5
Note: No examination has been made to determine the present record owner of the above
minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may
affect the lands or rights so reserved
7. Easement, including terms and provisions contained therein:
Recording Information: June 3, 1982 under Recording No. 8206030188
For: Drainfield
Affects: as described therein
Right to make necessary slopes for cuts or fills upon said premises for King County as granted by
deed recorded June 24, 1987 under Recording No. 8706241488.
9. The terms and provisions contained in the document entitled "Ordinance No. 4612"
recorded June 21, 1996 as Recording No. 9606210966 of Official Records.
10. Deed of Trust and the terms and conditions thereof.
Grantor/Trustor: Sandjay, LLC & Synnex, LLC
Grantee/Beneficiary: Eastside Funding, LLC, a Washington limited liability company
Trustee: Cascade Trustee Services, Inc.
Amount: $564,840.02
Recorded: January 22, 2007
Recording Information: 20070122001941
11. Any right, asserted right, or challenge, made by any party, including, but not limited to, a
creditor, trustee or debtor in possession in bankruptcy to avoid or invalidate that certain
conveyancing document which recorded December 31, 2009 as Recorders No.
20091231000304 of Official Records.
12. Evidence of the authority of the individuals) to execute the forthcoming document for Eastside
Funding, LLC, copies of the current operating agreement should be submitted prior to closing.
13. Evidence of the authority of the officers of quality Food Centers, a Division of Fred Meyer Stores,
Inc, to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -
Laws and certified copies of appropriate resolutions should be submitted prior -to-closing,
14. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property
and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term.
FtirstAmerman Title Insurance Company
Form WA -5 (6/76)
Commitment
0 0
INFORMATIONAL NOTES
File No.: NCS-520794-oR1
Page No. 6
A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to
standardization of recorded documents, the following format and content requirements must be
met. Failure to comply may result in rejection of the document by the recorder.
B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment
or policy. It is furnished solely for the purpose of assisting in locating the premises and First
American expressly disclaims any liability which may result from reliance made upon it.
C. The description can be abbreviated as suggested below if necessary to meet standardization
requirements. The full text of the description must appear in the document(s) to be insured.
Ptn Sec 15, 23N, 5E, WM, NW qtr
APN:152305-9124-03
D. According to the application for title insurance, title is to vest in Quality Food Centers, a Division
of Fred Meyer Stores, Inc.
Examination of the records discloses no matters pending against said party(ies).
A fee will be charged upon the cancellation of this Commitment pursuant to the Washington
State Insurance Code and the filed Rate Schedule of the Company.
END OF SCHEDULE B
cc: Demetry Vyzis, CB Richard Ellis
First American Title Insurance Company
Form WA -5 (6/76)
Commitment
9 0
* Y AMgit
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First American Title Insurance Company
National Commercial Services
COMMITMENT
Conditions and Stipulations
File No.: NCS -520794 -ORI
Page No. 7
The term "mortgage" when used herein shall include deed of trust, trust deed, or other security
instrument.
2. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance,
adverse claim or other matter affecting the estate or interest or mortgage thereon covered by
this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such
knowledge to the Company in writing, the Company shall be relieved from liability for any loss or
damage resulting from any act or reliance hereon to the extent the Company is prejudiced by
failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge
to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien,
encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B
of this Commitment accordingly, but such amendment shall not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions and Stipulations.
3. Liability of the Company under this Commitment shall be only to the named proposed Insured
and such parties included under the definition of Insured in the form of Policy or Policies
committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith
(a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B,
or (c) to acquire or create the estate or interest or mortgage thereon covered by this
Commitment. in no event shall such liability exceed the amount stated in Schedule A for the
Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion
from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for
in favor of the proposed Insured which are hereby incorporated by references, and are made a
part of this Commitment except as expressly modified herein.
4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the
status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or
any action asserting such claim, shall be restricted to the provisions and Conditions and
Stipulations of this Commitment.
First American Title Insurance Company
Form WA -5 (6/76)
Commitment
0
i
The First American Corporation
First American Title insurance Company
National Commercial Services
PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
File No.: NCS -520794-0R1
Page No. 8
In order to better serve your needs now and in the future, we may ask you to provide us with certain Information. We understand that you may be
concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how
we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have
adopted this Privacy Policy to govern the use and handling of your personal information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we
have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also
adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair
Information Values, a copy of which can be found on our website at www.firsMm.com.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
Information we receive from you on applications, forms and in other communications to us, whether In writing, in person, by
telephone or any other means;
Information about your transactions with us, our affiliated companies, or others; and -
Information we receive from a consumer reporting agency.
Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not
release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as
permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such
information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of
nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers,
such as title Insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such
as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as
described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions
with whom we or our affiliated companies have joint marketing agreements.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your Information. We restrict access to nonpublic personal
information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best
efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy
Policy and Fust American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal
regulations to guard your nonpublic personal Information.
c 2001 The First American Corporation - All Rights Reserved
FirstAmerican Title Insurance Company
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N
E!._._.MENT AND AGRLSMENT
THE PARTIES hereto are RICHARD JOSEPH DITTENEfERGER and
GT: _ALD RICHARD SELL hereinafter referred to as Sell-Dittenberger,
a Washington Partnership; DOIZIS E. DENNEY, a widow, hereinafter
referred to a Denney; and THOMAS E. HOLMAN 6 LARRY GRIFFITH.
Holman and Griffith participate in this transaction as indi•.iduals
and as a joint venture but anticipating that their rights and
obligations herein will bu assigned and delegated to Renton East
Dairy Queen, Inc., a Washington Corporation of whi-b they will be
principal stockholders. For convenience they are referred to
hereafter as "Renton East".
Renton East has heretofore rade and entered into a commercial
lease with Denney of that parcel of real estate hereinafter described
as the dominant parcel; and they anticipate establishing and
operating a drive-in Dairy Queen -type food service. These parties
by this instrument make and establish an easement over, upon and
across real property owned by Bell-Dittenberger and hereinafter
described as the servient parcel for drainfield purposes as more
fully described as paragraph 3 below.
The dominant parcel is described as follows:
A:
The Nest 140 feet of the North 150 feet of the North half of
the Northeast quarter of the Northeast quarter of the North--
west quarter of Section 15, Township 23 North, Range ` East,
W.M., in King County, Washington;
ALSO, the East 10 feet of the West 150 feet of the North half .
of the Northeast quarter of the Northeast quarter of the North-
west quarter, EXCEPT the South 90 feet, EXCEPT portions thereof
lying within 138th Avenue S.E. and S.E. 128th Street.
B:
The West 190 feet of the North half of the Northeast quarter
of the Northeast cup rter of the Northwest quarter of Sect -ion
15, Township l� North, Range 5 East, W.M., in King County,
Washington, EXCEPT the worth 150 feet, EXCEPT the South 90
feet, EXCEPT portions thereof lying within S.E. 128th Street.
The servient parcel is described as follows:
The Southerly 10 feet; and the West 60 feet of the South 50
feet of the remainder of Tax Lot 124, in the Northwest quarter
of Section 15, Township 23 North, Range 5 East, W.M., King
County, Washington, mere fully described as follows: (See
attached Diagram "Exhibit A").
Bell-Dittenberger hereby grant and conveys to Denney this
drainfield easement over, upon and across the servient parcel
9 0
subject to terms and conditions as recite] below; and Renton East
hczebY CW eraa„ts and agrees to perform all of the leassee obligations
and to hold Denney harmless thereon:
1. TERM: The term .of this lease shall be indefinite and,
if not otherwise previously terminated shall cease and terminate
Mon the 90th day after public sewer, sufficient to service the food
service operations c: Renton East is available for hook on by the
c7
dominant parcel.
2. RENT: $100.00 per month payable on the fust day of each
and every month commencing with the month of �-��.�.�,, 1902.
3. USE, MAINTENANCE AND POSSESSION: Lessee shall have
complete possession and occupation as is reasonably necessary to
engineer, excavate for and install the sewer line and drainfield
which work shall be accomplished within a reasanable span of time
and, thereafter, the servient parcel shall be maintained so as to
not be unsightly. The sewer and sanitary system established will
be sufficient for and used in the n rmal public food service operations
of Renton East with an approximate effluent dischary� of two to
three hundred gallons per. day. At Bell-Ditterbergers' request and
to accomodate Bell-Dittenbergers' future developmer, of its entire
real property, the shape and location of the drainfield shall be
subject to future change, and Bell-Dittenberger may relocate the
drainfield within the confines of its property as described above
^_onditioned upon le -see paying full cast therefor and further
conditioned upor the drainfield, as relocated, functioning as good
or better than previously and further that it meets all requirements
f all governmental authority having jurisdiction therein.
Denney and Renton East may, after initial installation, enter
upon the drainfield area as the same is then located and from time
tr time effect reasonable maintenance as to the sanitary system; and,
at the termination of this lease disconnect the sewer system and
restore the property to former condition, such restoration being an
obligation of lessee *-ereun;ier.
�Ac
day of r/FBF 1982.
BELL-DITTENBERGER, a Washington Partner-
{{ / ship �1c_
By: X - t LLr,•G s,
Richard se ttenberger
13YRi and Sell
6D PW &'
- 3
4. FASEMENT IS APPURTENANT: Benefits and burden of the
easement established herein run with the land as to the benefit
and the burden thereof.
5. HOL24AN & GRIFFITH CAN ASSIGN: I€ Holman & Griffith
incorporate Renton East Dairy Queen, Inc., they may assign and
cb
QS
delegate their benefits and obligations hereunder to that'corpora-
M
tion retaining a guarantor position as to their individual obliga
C
tions thereon.
G. DEFAULT: Upon failure of the payment of rent Bell-
Dittenberger can terminate this lease and disconnect the sanitary
system. Damages sustained by Bell-Dittenberger in any wrongful
termination would include the cost of removal of the drainfield
system and restoration of the premises.
7. GOVERNMENT APPROVAL: This agreement and all benefits
and obligations of all parties thereunder are conditioned upon
the approval of King County as to the design and instalration of
�f
the drainfield anticipated hereunder.
S. ATTORNEY'S FEES: If any party is in default under the
:f.
terms of this agreement that party shall pay, in addition to all
other damages assessed reasonable attorney fees.
+
9. HOLD HARMLESS,: Renton Fast hereby covenants and aqrees
to hold harmless Sell-Dittenberger and their assigns or successors
from all liability with respect to this drainfield easement.
day of r/FBF 1982.
BELL-DITTENBERGER, a Washington Partner-
{{ / ship �1c_
By: X - t LLr,•G s,
Richard se ttenberger
13YRi and Sell
6D PW &'
- 3
z
STATE OF WASMTNGT0N )
) ss.
COUNTY OF FLING }
On this day personally appeared Richard ooseph Dittenberger
and Gerald Richard.Bell to me known to be the partners of
Hell-Dittenberger, a Washington Partnership that executed the
foregoing instrument and acknowledged the said instrument to be
the free and voluntary act and deed of the partnership for the :
uses and purposes therein mentioned, and on oath stated that
they are authorized to execute the instrument on behalf of the
partnership.
-1 —
G'VEN under my hand and seal this �_i day of �, 1982.
�Jmta
ry Public in and for the State of
Washington, residing at le 4�,—
STATE OF WASHINGTON )
) ss.
COUNTY .2 KING )
On this day personally appearad before rte Noris E. Denney
to me known to be the individual described in and who executed
the within and foregoing instrument and acknowledged to me that
she signed the same as her free and voluntary act and deed for the
purposes therein mentioned.
GIVEN under my hand and seal this 21 day of 1982.
Notary Ptblid in and for the State o
Washington, residing at
STATE OF WASHINGTON )
ss.
COUNTY OF KING }
On this day personally appeared before me Thomas E. Holman and
Larry Griffith to me known to be the individual described in and
who executed the within and foregoing instrument and acknowledged
to me that they signed the same as their free and voluntary .;t
and deed for the purposes therein mentioned
1
GIVEN under my hand and seal this �� day o:.� , 1932.
W1 , C '
Notary Public in and f -r t e State of
Washington, re iding at
asa of
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The grantar f _herein- CROON S. PARK__r tD J£AN C- PARK, Husband
and Wife
far the c neu: deratrrn. ul__ lO ---1�__. .-----. _. ..__---•--- Doliva
and other valuable consideratiinn, convey __ am4 warrant, --to the Cour-ty cf Kine, Stele of Washmgton.
all In it in the following described real estate:
The North L60 feet of the Northeast 1/4 of the Nor'hwest L/4 of tate
Northeast 1/4 of the Northwest 1/4 of section 15, Township 23 North,
Z) Range 5 East, W.M., situate in King County, Washington;
LESS the Best 150 feet thereof, and
LESS the County roads, and
LESS coal and mineral rights.
M O DEED TAKE:
(,p That portion lying Northeasterly of the arc of a c .•cle having a
radius of 25 feet, said circle being tangent to a line 35 feet
South of and parallel to ttA North line of said suttiivision and
L' tangent to a line 20 feet hest of and parallel to the East line
of said subdivision.
Contains an area of 135 sq, ft.
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each aide of any, rod which is sow. or may b, ra,. rweted hereafter on wail peparty. hr eoofu aft
.ill o1 flow W apcifiaatlone for Yigbw% papws, rel to the some ealawi sol p -j - g- n
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STATE OF WASHNGTON
COUNTY CF KING
Chi .......... day of. .. ... ....
and for the State of Wa&Anglon, duly t6mraMooeLd and sworn, personally
........... --- ... ........ . . ...... to me known to be M 1"vWusL
described in LM executed the within instrument and acknowledged to me that ............... AlgW
SrA Pasled the no= U .. ............. ...............free and vokntary act and deed for the um arA ptupcae,
therein Mentioned
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ICOAPORA77ON ACKNOrnjW*&MPFT Y%Mm)
STATE Or WASMNGTC)N,
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on this . ........ day d)f .-Wore me ptr$WWly appeared
. 1-1 .... .. ....... . and . .. ... .. .... . ................ ........
to ing knOVIL to be the am
of the corporation that executed the foregoing instrument, and acknowkdged said Inkrument to be
the fret and voluntary =t and decd of said corporation, krw the uses and parpo3ft therein men-
tioned, and on oath stated that . . . . . . authorised to execute said in$tMment and
ILW the seal affixed is the corporate se:j of said corporgicn.
Given under my band and official seal the day and year IwA above written.
... .. . ...... ...... ... . ............. ...... ...........
lyVary fttgfr in a" /or the hair a/ rruhblotm
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ttmtan hlsw:�; =S uwl lino City of Remon, washIngton,� tts{ & 6 IS a true
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W - crrY OF RWrMP W►sxlacTox
ORDINANCE NO. 4512
AN ORDEUMM Cl Tar C= OF 11018EI�6tOR,
sSTA7tL MMM AN ASSSSSMT DISTsiC'r FOR SMXTAn ssss�
=M= it A Pornew or Sas W= EXQM--B, 9YAT>�
DOM, an xhPIAMM svx-MGMS AW Urals, I83tifC 7=
ANGST OF TSa CS' xM UM M COs Z=laff TO TS FACILMRS. w
TSIs CITY Comm OF THs CITY OF Ranw. WASKIN(I M, DO ORDAIN
AS FOLLOWS:
SECrsast Y_ TtLere is hereby created a Sanitary sewer
�p service special Assessment Distript for the area served by the But
Renton Sanitary Sever Interceptor in the noxtheast gaadzeat of the
/Q city of Renton and a portion of its urban growth area within
unineorporated King county, which area is more particularly
described in Exhibit "A" attached hereto. A map of the service
area is attached as Sxbibit •8.' The recording of this document is
to provide notification of potential connection and interest
charges. While this conn.rtfon charge may be paid at any time, the
City does not require payment until such time as the parcel is
COnneCted to and thus benefiting from the sewer facilities. The
property may be sold or in any' other way change hands without
triggering the requirement, by the City, of paymant of the chats
associated ritti this district.
JOESi4 Ii. Persona comlecting to the saaitary sewer
facilities in this Special Amessoment District and which properties
i•
to
r
ORDINANCE 4612
have not been charged or assessed with all costs of the East Renton
5
Sanitary Sewer Interceptor, as detailed in this ordinance, shall
pay, in addition to the payment of the connection permit fee and in
addition to the system development charge, the following additional
fees:
A. Per Unit Charge. New connections of residential dwelling
units or equivalents shall pay a fee of $224.52 per dwelling unit
and all other uses shall pay a unit charge of $0.069 per square
5
foot of property. Those properties included within this Special
Assessment District and which may be assessed a charge thereunder
are included within the boundary legally described in Exhibit •A"
i
and which boundary is shown on the mr_p attached as Rxhibit 18."
i
In addition to the aforestated charges, there
shall be a charge of 4.11k per annum added to the Per Unit Charge. �
The interest charge shall accrue for no more than ten (lp! years
from the date this ordinance becomes effective. Interest charges
will be simple interest. and not compound interest.
M=XOK IV. This ordinance shall be effective upon its
passage, approval, and thirty (30) days after publication.
PASBRD BY TAE CITY COUNCIL this jg1h day of June �_ 1946.
i
HAril etersen, City Clerk
Z
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;"jgANCE 4612
APPROVED 8X THE MAYOR this 10th day of T 3une 1496.
Jes Tanner, Mayor
APPro as to form:
Lawrence J. Warren, City Attorney
Date of Publication: 6/14/96.____
ORD.576:5/2D/96:as.
3
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•
Exhibit A
LEGAL. DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT
FOR THE CITY OF REM TON -- EAST REM•ON INTERCEPTOR
Portions of Sections 8. 9. 10, 11. 14, 15, 16. 17. 21 and 22 all in Township 23N,
Range 5E W.M. in King County, Washington
89cHon 8, Township 23N, Raengs SE W.M.
All of that portion of Section 8, Township 23N. PAngc SE W.M. tying East of the
East right -o[ way line of SR -Q5 and South of the following descn-bed line:
Beglnubng at the intersection of the East line of said Section 8 with the centerline
of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its
intersection with the centerline of Sunset Boulevard NE: thence Northerly along
the centerline of Sunset Boulevard NE to the north ]ane of the Southmt >4 of
said Sxtion 8. thence West al said North line to the East right-of-way line of
SR -405 and the terminus of said line.
Section 9, Township 23K Ranp SE W.M.
Ali of that portion of Section 9. Township 23N, Range SE W.M. lying South and
East of the following desmVxA line:
Brg on the centerline of 0B 7th Street at its tUterseetion with the Merlin
of Edmonds Avenue NE: thence Easte iy along the centerline of NE 7th Styr# to
its intersection With the centerline of Monroe Avenue NE; Ummoe North along said
cenberifne to the South line of the Northeast 1/4 of said Section 9; the= East
along said South line to its intersection with the amine of Redmand Avenue
NE: thence Northerly along said aentaitrbc to its Udesseation with the centerline of
NE 10th Street; thence East along said centerline to the East leas of said Section
9 and the terminus of said line.
59011001% ToWnllp 23K Rsngs 5E W AL
Ail of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly
and Westerly of the fallowing descrhied line:
Begirudrrg on the West line of Sermon 10 at its intersection with the North line of
the South Ufa of the North Eh of said Section 10. thd%m l=ast along said North line
to its !xxtersection with the centertine of 142nd Aveaue SE: thence Southerly
along said omteriitne to its tate section With the North here of the Southeast 14 of
said Section 10: thence East along said North lieu to hs Irderwation with the East
line of said Seaton 10 and the terminus of said line.
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IF
i,.gal Dmription of the Sperwi Assessmeai District
tr the City of Rercwn - Fast Rentor+ lnteroTtor -- —Pepe 2 013
Section 11, Township 23N, lunge 5E W.M.
All of the Sr uthwest V4 of Section 11, Township 23N, Range 5F. W.K.
Section 14, Township 23K Range 5E W.M.
All of that portion of Section 14, Tovimship 23N. Range 5E. W.M. described as
follows:
All of the Northwest 74 of said section, together with the Southwest A of said
section, except the South % of the Southeast % of said Southwest V4 and except
the plat of McIntire Homesites and % of strsets adjacent as recorded In the Book
of Plats. Volume 58, Page 82, Records of King County, Washington. and e=ept
the South 151-55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River
Five Acre Tracts as reeordc 'in the Book of Plats. Volume 16, Page 52, Records of
King County, Washington, less 'h of the street abutting said portion of Tract 6.
fA Block 1, and less Tract 6, E. ick 2 of said Cedar Rives Five Acre Tracts. less % of
the streetad acent to said Dad 6. B1ock 2, and except the South 82.785 feet of
9 1 the East l2feet of Tract 5. Block 2 of said Cedar River Five Acre Tracts and less
s the sbvd adjacent to said portion of Tract 5, H%ek 2.
tY
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W Section a5, Township 23N, Range 3E W.M.
Cn All of that portion of Section 15, Tawnskdp 23N, Range 5E. W.M., except the
Southwest 1/4 of the Southwest 54 of the Southwest V4 of said section.
Section 15, Township 23N, Range 5E Wail.
All of that portion of Section 16, Township 23N.5E W.M., t that
portion of the Southeast V4 of the Southeast A of the�Sectian 16 btV of
the East line of the Plat of Maplewood Division No. 2 as recorded ter the Hook of
Hats Volume 39, page 39, Records of ring County Washington and its Nwtheriy
extension two the North lime of said Southeast K of the Soudumat A of the said
Section 16 and except that portion of said section lying Southerly of the Northerly
right-of-way line of SR -169 [Mapk Valley I I4prway).
Section 17, Township 23K Range 5E WA.
All of that portion of Section 17, Township 23N, Range 5E W -H.. b4ng
Hortheastaiy of the Hrnly ri�ht-0f way of SR-1� (Maple Valley
and Easterly of the. East r*A-0Pwvay line of SR -405 less that portion Wng
ner
geally West of the East and Southeasterly line of Bronson Way NE 4409
F.bAT�YEIli
0
410
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ft
LTd Dmx*Won of Ow SpwW Assmww t nisWd
jar the cAf Of gMtm --est Radon Murmtor _ Page 3 of 3
between the South line of the NE 3rd Street and the Northeasterly margin of SR -
405.
SeWan 21, iownshlp 23K fisnge SE W.M.
All thatportizt of Section 21. Township 23N, R 5E W.M. lying Noitheastedy of
the NorthrOt-d-Way brie of SR -169 (Maple vaIIey fii&way) and west of
the East Hm of the Plat of Maplcurood DMsion No. 2 as i rded In the Book of
Plats, volume 39. page 39, Records of King County. Waahiogton_
S acbm 22, Township 23K Flange SE W.Y.
All of that portion of Section 22, Township 23N, Range 5E W.M. descrOed as
folk wa:
All of the Northwest %. of the Northeast % of said Section 22 =N=Of the
Southerly hme7 ���oHd�eKing � r#. Wad of i"lats.
aabkVam
Togefher with the North 227.11 feet of the West 97.02 of the Northeast IA of the
Northeast JA of said Section 22.
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-AFTER RECORDING MAIL TO:
Eastside Funding, LLC
3933 Lake Washington Blvd NE Suite #100
Kirkland, WA 98033
20070122001941.,-;..
Grantor(s): SANDJAY, LLC & SYNNEX, LLC
Grantee(s): EASTSIDE FUNNING, LLC
Abbreviated Legal: NE'/. NW '%4 NE /4 XW I OF 15/23/95
Assessor's tax parcel no(s): 152305-9124-03
9
20070122001941
GASTSIDE DT 39,00
PAGE001 OF 007
01/22/2807 14:83
KING COUNTY, 14A
DEED OF TRUST
THIS DEED OF TRUST, made this 12th day of January, 2007, between SANDJAY, LLC & SYNNEX, LLC,
GRANTOR(S), whose street address is 4957 Lakemont Blvd SE #C4-28, Bellevue, WA 98006, CASCADE
TRUSTEE SERVICES, INC., TRUSTEE, whose street address is 18300 NE UNION HILL ROAD, #295,
REDMOND, WA 98052, and EASTSIDE FUNDING, LLC, a Washington limited liability company,
BENEFICIARY, whose street address is 3933 LAKE WASHINGTON BLVD NE SUITE 4100 KIRKLAND,
WA 98033.
WITNESSETH: Grantor(s) hereby bargain(s), sell(s), and convey(s) to Trustee in trust, with power of sale, the
following described real property in KING County, Washington (the "Property");
THE NORTH 180 FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M., IN KING COUNTY, WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF,
AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 1804907;
AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO ICING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 5849734;
AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25
FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE
OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL. TO THE EAST LINE OF
SAID SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED UNDER
RECORDING NO. 8706241488.
Commonly known as: 4615 NORTHEAST 4TH STREET
RENTON, WA 98059
DEED OF TRUST 1 of 7
20070122001941
• 0
which Property is not used principally for agricultural purposes, together with all the tenements, hereditaments,
and appurtenances now or hereafter belonging or in any way appertaining, and together with the following, (all of
which shall be deemed included in the "Property") :
(a) All land lying in streets and roads adjoining the Property, and all access rights and easements pertaining to
the Property.
(b) All the lands, tenements, privileges, reversions, remainders, irrigation and water rights and stock, oil and gas
rights, royalties, minerals and mineral rights, hereditaments and appurtenances belonging or in any way
pertaining to the Property.
(c) All buildings, structures, improvements, fixtures and property now or hereafter attached to or used in the
operation of the Property
(d) All rents, issues and profits of the Property, all existing and future leases of the Property (including
extensions, renewals and subleases), all agreements for use and occupancy of the Property (all such leases and
agreements whether written or oral, are hereafter referred to as the "Leases"), and all guaranties of lessees'
performance under the Leases, together with the immediate and continuing right to collect and receive all of the
rents, income, receipts, revenues, issues, profits and other income of any nature now or hereafter due (including
any income of any nature coming due during any redemption period) under the Leases or from or arising out of
the Property including minimum rents, additional rents, percentage rents, parking or common area maintenance
contributions, tax and insurance contributions, deficiency rents, liquidated damages following default in any
Lease, all proceeds payable under any policy of insurance covering loss of rents resulting from untenantability
caused by destruction or damage to the Property, all proceeds payable as a result of a lessee's exercise of an
option to purchase the Property, all proceeds derived from the termination or rejection of any Lease in a
bankruptcy or other insolvency proceeding, and all proceeds from any right and claims of any kind which
Grantor may have against any lessee under the Leases or any occupants of the Property (all of the above are
hereafter collectively referred to as the "Rents"). This subsection is subject to the right, power and authority
given to the Beneficiary in the Loan Documents (as defined herein) to collect and apply the Rents.
(e) All compensation, awards, damages, rights of action and proceeds (including insurance proceeds and any
interest on any of the foregoing) arising out of or relating to a taking or damaging of the Property by reason of
any public or private improvement, condemnation proceeding (including change of grade), fire, earthquake or
other casualty, injury or decrease in the value of the Property; all returned premiums or other payments on any
insurance policies pertaining to the Property and any refunds or rebates of taxes or assessments on the Property.
(0 All permits, permit applications, plans, specifications, contracts, agreements and purchase orders pertaining
or incidental to the design, construction, maintenance or management of any improvements on the Property,
Grantor's rights under any payment, performance, or other bond in connection with construction of
improvements on the Property, and all construction materials, supplies, and equipment delivered to the Property
or intended to be used in connection with the construction of improvements on the Property wherever actually
located.
THIS DEED IS FOR THE PURPOSE OF SECURING the following:
(a) Payment of the sum of FIVE HUNDRED SIXTY FOUR THOUSAND EIGHT HUNDRED FORTY
AND 02/100 DOLLARS ($564,$40,02), with interest thereon, according to the terms of a promissory note of
even date herewith, payable to Beneficiary or order and made by Grantor (the "Note," which term shall include
all renewals, modifications or extensions thereof evidencing the indebtedness secured by this meed of Trust)
DEED OF TRUST 2 of 7
20070122001941 -.
(b) Payment of any further sums advanced or loaned by Beneficiary to Grantor, or any of its successors or
assigns, if (1) the Note or other writing evidencing the future advance or loan specifically states that it is
secured by this Deed of Trust or (2) the advance, including costs and expenses incurred by Beneficiary, is
made pursuant to this Deed of Trust or any other documents executed by Grantor evidencing, securing or
relating to the Note and/or the Collateral, whether executed prior to, contemporaneously with or subsequent to
this Deed of Trust (this Deed of Trust, the Note and such other documents, including any construction or other
loan agreement, are hereafter collectively referred to as the "Loan Documents") together with interest thereon
at the rate set forth in the Note unless otherwise specified in the Loan Documents or agreed to in writing; and
(c) Performance of each agreement, tern and condition set forth or incorporated by reference in the Loan
Documents unless performance of such agreement, tette or condition is specifically provided to not be secured by
this Deed of Trust,
Notwithstanding the foregoing and the covenants hereafter set forth, it is expressly agreed and acknowledged that
none of the covenants, representations, or other obligations of Grantor set forth in this Deed of Trust are intended
by Grantor and Beneficiary to secure or be the substantial equivalent of obligations of Grantor arising under any
the Hazardous Substance Indemnity or other environmental indemnity agreement or provision, including without
limitation any agreement or provision pertaining to hazardous or toxic wastes or substances, and any reference
hereafter to the Loan Documents shall not include any such environmental indemnity agreement or provision
included therein.
COVENANTS: Grantor(s) covenant(s) and agree(s) as follows:
1. To keep the Property in good condition and repair; to permit no waste of the Property; to complete any
building, structure, or improvement being built or about to be built on the Property; to restore promptly any
building, structure, or improvement on the Property which may be damaged or destroyed; and to comply with all
laws, ordinances, regulations, covenants, conditions, and restrictions affecting the Property.
2. To pay before delinquent all lawful taxes and assessments upon the Property; to keep the Property free and
clear of all other charges, liens, or encumbrances impairing the security of this Deed of Trust;
3. To keep all buildings now or hereafter erected on the Property continuously insured against loss by fire or
other hazards in an amount not Iess than the total debt secured by this Deed of Trust_ All policies shall be held
by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the
Beneficiary, as its interest may appear, and then to the Grantor(s). The amount collected under any insurance
policy may be applied upon any indebtedness secured by this Decd of Trust in such order as the Beneficiary shall
determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose
this Deed of Trust. In the event of foreclosure, all rights of the Grantor(s) in insurance policies then in force shall
pass to the purchaser at the foreclosure sale.
4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of
Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a
reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this
Deed of Trust.
5. To pay all costs, fees, and expenses in connection with this Deed of Trust, including the expenses of the
Trustee incurred in enforcing the obligation secured by this Deed of Trust and Trustee's and attorney's fees
actually incurred, as provided by statute.
DEED OF TRUST 3 of 7
20070122001941.----
6.
0070122001941._:
6. That, in the event Grantor(s) fails to pay when due any taxes, assessments, insurance premiums, liens,
encumbrances, or other charges against the Property, Beneficiary may pay the same, and the amount so paid, with
interest at the rate set forth in the note secured by this Deed of Trust, shall be added to and become a part of the
debt secured in this Deed of Trust.
7. The Property may not be sold (by conveyance, contract to sell or otherwise), assigned, transferred or
encumbered without the Beneficiary's consent; upon breach of this provision, in addition to any other remedies
provided in the Note or moan Documents, Beneficiary may declare all sums due under the Note and this Deed of
Trust immediately due and payable, unless prohibited by applicable law.
8. In the event any portion of the Property is taken or damaged in an eminent domain proceeding, the entire
amount of the award or such portion as may be necessary to fully satisfy the obligation secured by this Deed of
Trust shall be paid to Beneficiary to be applied to said obligation,
4. By accepting payment of any sum secured by this Deed of Trust after its due date, Beneficiary does not waive
its right to require prompt payment when due of all other sums so secured or to declare default for failure to so
pay.
10. The Trustee shall reconvey all or any part of the Property covered by this Deed of Trust to the person
entitled thereto, on written request of the Grantor(s) and the Beneficiary, or upon satisfaction of the obligation
secured and written request for reconveyance made by the Beneficiary or the person entitled thereto_
11. Upon default by Grantor(s) in the payment of any indebtedness secured by this Deed of Trust or in the
performance of any agreement contained in this Deed of Trust, all suras secured by this Deed of Trust shall
immediately become due and payable at the option of the Beneficiary. In such event and upon written request of
Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of
Washington.
12. Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the
purchaser all right, title and interest in the real and personal property which Grantor(s) had or had the power to
convey at the time of the execution of this Deed of Trust, and such as Grantor(s) may have acquired thereafter.
Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements
of law and of this Deed of Trust, which recital shalt be prima facie evidence of such compliance and conclusive
evidence thereof in favor of bona fide purchaser and encumbrancers for value.
13. The power of sale conferred by this Deed of Trust and by the Deed of 'Dust Act of the State of Washington
is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage.
14. In the event of the absence, death, incapacity, disability, or resignation of Trustee, or at the discretion of the
Beneficiary, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment
in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be
vested with all powers of the original trustee. The trustee is not obligated to notify any party hereto of pending
sale under any other Deed of Trust or of an action or proceeding in which Grantor(s), Trustee, or Beneficiary
shall be a party.
15. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on
his/her/their heirs, devisees, legatees, administrators, executors, and assigns. The term Beneficiary shall mean
the holder and owner of the note secured hereby, whether or not named as Beneficiary herein.
DEED OF TRUST 4 of 7
20070122001941_==
16. This Deed of 'frust shall be deemed a security. agreement, as defined in the Uniform Commercial Code as
adopted and amended by the State of Washington. The remedies for any violation of the covenants, terms and
conditions of the agreements contained herein shall be as prescribed (i) herein, or (ii) by general law, or (iii) by
the specific statutory consequences now or hereafter enacted, and specified in the Uniform Commercial Code as
enacted by the State of Wasbington, all at Beneficiary's sole election. Grantor and Beneficiary agree that the
filing of any financing statement in the records normally having to do with personal property shall not be
construed as impairing the hereby stated intention of the parties that everything used in connection with the
construction, management, maintenance and production of income from the Property together with all other
rights and property described herein and comprising the secured property shall at all times and for all purposes in
all proceedings, both legal and equitable, be regarded as part of the Property, whether physically attached or
specifically identified or not.
17. As further security for the payment of all indebtedness and performance of all obligations secured hereby,
Grantor irrevocably and absolutely assigns to Beneficiary, the rents, issues, profits and proceeds of contracts of
the Property, together with all future leases, profits and contracts, and any and all extensions, renewals and
replacements hereof. However, as long as no default shall exist in any obligation secured hereby, Grantor may
collect assigned rents and profits as the same shall fall due. All rents or profits receivable from or in respect to
the Property which Grantor shall be permitted to collect hereunder shall be received by it in trust to pay the usual
and reasonable operating expenses of, and the taxes upon, the Property and the payment of all sums secured
hereby. Upon the occurrence of any default in payment of any indebtedness or performance of any obligation
secured hereby, all rights of the Grantor to collect and receive rents and profits shall wholly and immediately
terminate without notice, and Beneficiary shall thereafter have the absolute right to all such rents and profits. In
addition to, and not in limitation of the foregoing, Beneficiary shall have the right to petition the Court of
appropriate jurisdiction for the appointment of a Receiver of the rents, issues and profits of the Property and shall
have in addition to the rights and powers customarily given to and exercised by such receiver, the right to enter
upon and take possession of the Property and manage the same with all rights and options in regard thereto
available to Grantor. Grantor expressly waives the posting of bond by such receiver, and waives any challenge to
a proposed receiver based on affiliation with Beneficiary.
SANDJAY, LLC
SIGNED:
BY: C �Gf �` 54a"J l #'
ITS: 4'1 LM 6e"-
SYNNEX, LLC
SIGNED: f
�_.
BY:,^�'cr�SS�
ITS: vYme'm 64 e'
DEED OF TRUST' 5 of 7
20070122001941.-------
STATE
0070122001941.-= -
STATE OF 1 j_ )
y -ss
COUNTY OF y
1 certify that I know or have satisfactory evidence that
(is/are) the person(s) who appeared before me, and said person s) acknowledged that (helshelthey) si RINI this instrument, on oath stated
that (he/shelthey) (islare) authorized to execute the instrument and acknowledged it as the y l t-bI 1IX)r _ of
to be the free and voluntary act of such party(ies) for the uses
an purposes Antionjd in this instrument.
�M- ME, ��
Notary Public in aj ,
nd f t statc of �t 1
Residing at
My appointment expires: _ —/Z)
STATE OF th,I} f 11 }
r�
RUNTY OF \ }
I certify that I know or have satisfactory evidence that M
� 1
(is/are) the person(s) who appeared before me, and said person(s) acknowledged that (he/she/they) signed this instrument, on oath stated
that (he/she/they) (is/are) authonzeto execute the instrument and acknowledged it as the of
L -c-- to be the free and voluntary act of such party(ics) for the uses
and purposes mentioned in this instrument.
Bated: tQY
Ij
Notary Public ]n anW*F the s ate of
Residing at
My appointment expires' to
DEED OF TRUST 6 of 7
—/d
2007092200994'
REQUEST FOR FULL RECONVEYANCI7-
TO, TRUSTEE
Do not record. To be used only when mote has been paid.
The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed
of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and
satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the
terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness
secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey,
without warranty, to the parties designated by the terms of said Deed of Trost, all the estate now held by you
thereunder.
Dated:
DEED OF TRUST 7 of 7
J
0 20091231000304.001
20091231000304
EASTSIAE FUNDI D 64,00
PAGE -001 OF 003
12/31/2004 10:L2
KING COUNTY, Ian
W14EN RECORDED, RETURN TO:
Eastside Funding, LLC 2424003
3933 Lk Wash Blvd NE #100 EC
Kirkland, WA 98033 tc /3112 NTY1ey�12
ING SA.09
LE $
f0.00 PAGE -001 OF 001
Document Title: DEED It LIEU OF FORECLOSURE
Grantor: Sandjay, LLC & Synnex, LLC
Grantee: Eastside Funding, LLC
Abbreviated Legal; NEA, NW '/4, NE 114, NW I of 15/23/95
DEED IN LIEU OF FORECLOSURE
THE GRANTOR. Sandjay. LLC & Synnex, LLC, for and in lieu of foreclosure of the Deed of Trust
rccorded under Auditors File No.20070122001941 conveys and quit claims to Eastside Funding, LLC, the
following described Teat estate, situated in the County of King, State of Washington, together with all the
tenements, hereditaments and appurtenances, now or hereafter belonging or in any way appertaining, and the
rents, issues and profits thereof and the proceeds of any contracts of sale, including any interest therein which
grantor may hereafter acquire:
THE NORTH 180 FEET JAS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, +WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF,
AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 1804907;
AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECOFOED UNDER RECORDING NO. 5849734;
AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25
FEET, SAID CIRCLE BEING TANGENT TO A LINE 3$ FEET SOUTH OF AND PARALLEL TO THE NORTH LINE
OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF
SAID 5U3DIVISI0N AS CONVEYED TO KING COUNTY FOR S.E. 12B'' STREET BY DEED RECORDED UNDER
RECORDING NO. 8706241486.
Title conveyed hereby is not intended to merge with any other interest of any kind or nature which Grantee
may now possess or hereafter acquire, including without limitation Grantee's beneficial interest in that certain
Deed of Trust dated January 12, 2007, recorded in King County under Auditor's File No 20070122001941.
The undersigned, under penalty of perjury, affirms that:
1. Th is conveyance is an absolute conveyance of the title to the property identified herein in effect as
well as form, and is not intended as a mortgage, trust conveyance, or security of any kind, and that
possession of the property has been surrendered to the Grantee hereunder;
2. This conveyance is the free and voluntary act of the of the Grantor herein and that Grantor is not
acting under any misapprehension as to the effect hereof, nor under any duress, undue influence, or
misrepresentation by the Grantee or any agent or attorney of the Grantee;
Description: Klag,WA Document - Year.Moneh.Day.DOCID 2009.1231.304 Page: I of 3
Order: pppp Comment:
20099 231000304Jje;i
3. It is the intention of the Grantor to convey, and by this Deed Grantor does hereby convey, to the
Grantee all of its right, title and interest absolutely in and to the property herein described_
4. This, affirmation is made for the protection and benefit of the Grantee, its successors and assigns,
and all other parties hereinafter dealing with or who may acquire or insure an interest in the property
herein described and shall'bind the undersigned and its successors in interest.
S. Grantor hereby forever releases and discharges Grantee, its officers, directors, and employees of
and from any and all claims, causes of action, or liabilities of any kind or nature, now known or
hereafter discovered, from whatever cause arising (collectively "Claims"), all of which Claims are
expressly hereby waived. This waiverand release of Claims is unconditional, immediate, and binding
upon each and all Grantors, and their successors in interest, for all purposes in all proceedings
hereafter, including without limitation, any proceedings under the united States Bankruptcy Code.
This waiver and release of Claims is a material and expressly bargained -for consideration of this
agreement, severable, and independently enforceable notwithstanding a finding that any other
provision hereof is unenforceable,
Grantor. 5 �1n1�S► Lf" LL 45�j
Signa re
Print
Grantor: (ylv,Vr X
Signature
f
-tort 7550,7 , fYllRfi���
Print
KARLA J. HORST
NOTARY PUBLIC
STATE OF WASHINGTON
COWISSION EXPIRES
JUNE 9. 2010
STATE OF )
COUNTY OIC )
I certify that I tk or have satisfactory evidence that
(is/are4 the persons) who appeared before me, and said.personf acY.ngwledged that (he/She/they)
siynad this instrument, an oath stated that 4he/she/they) (is/axe) authurized to execute the
ir.gtrument and acknowledged it as the of
to be •:he tree and voluntary act of such party(fes) for the uses and purposes nantioned in this
ir.strument .
Dated:
Notary Public in a d'for the state of
Residing a[ r 6,
My appointment expires: I..ic H�
Description; JUng,WA Document - Year.Montb.Day.DoclD 2009.I231.304 Page: 2 of 3
Order: pppp Comment:
20091 231 aoo3a4. _ �:
srnTr OF )
)-as
COUNTY OF _ iC%:-t' y
1 cert,_fy that I know or have satisfactory evidence that
(IS/are) the person(s) who appeared before me, and said person(s) acknowledged that (he/she/they) i
signed this instrument, on oath stated that (he/she/they) (istare) authorized to execute the
instrument and acknowledged It as the of I
ro be :he free and voluntary act of such party(ies) for the uses and purposes mentioned in this
instrument.
UdtPd: y 0
! Notary Public in an f the state f VIJ�-tom
Residing at
My appointment expires: �V
' KARLA J. HURST
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
-JUN-E9.2010
I
Description: Aing,WA Document - Year.Month.Day.DoclD 2009.1231.304 Page: 3 of 3
Order: pppp Comment:
IIF A
. wo'l
1 ion
9
I F-I.Pa
min
4p
ACRE
oh
f
NW 15-23-05
0 20091231000304.001
20091231000304
EASTSIDE FUNDI D 64.00
PACE -001 OF 003
12/31/2009 10:12
KING COUNTY, UA
WHEN RECORDED, RETURN TO:
Eastside Funding, LLC E2424003
3933 Lk Wash Blvd NE N 100
Kirkland WA 98033 12fal/2009 t.f1:12
KING COUNTY, NA
-06
SALE 3$0.00 PAGE -001 OF 001
Document Title: DEED IN LIEU OF FORECLOSURE
Grantor: Sandjay, LLC & Synnex, LLC
Grantee: Eastside Funding, LLC
Abbrev Wed Legak NE '/4, NW 'A, NE1/,, NW 1 of 15/23195
DEED IN LIEU OF FORECLOSURE
THE GRANTOR, Sandjay, LLC & Synnex, LLC, for and in lieu of foreclosure of the Deed of Trust
recorded under Auditors File No.20070122001941 conveys and quit claims to Eastside Funding, LLC, the
following described real estate, situated in the County of King, State of Washington, together with all the
tenements, hereditaments and appurtenances, now or hereafter belonging or in any way appertaining, and the
rents, issues and profits thereof and the proceeds of any contracts of sale, including any interest therein which
grantor may hereafter acquire:
THE NORTH t90 FEET {AS MEASURED ALONG THE EAST LINE) OF TETE NORTHEAST QUARTER OF THE,
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, ',WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF,
AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED
RECORDED UNDER RECORDING NO. 1804907;
AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING, COUNTY FOR ROAD PURPOSES $Y DEED
RECORDED UNDER RECORDING NO. 5849734;
AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25
FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE
OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF
SAID SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 129'' STREET BY DEED RECORDED UNDER
RncoRhING NO. 8706241489.
Title conveyed hereby is not intended to merge with any other interest of any kind or nature which Grantee
may now possess or hereafter acquire, including without limitation Grantee's beneficial interest in that certain
Deed of Trust dated January 12, 2007, recorded in King County under Auditor's File No 20070122001941.
The undersigned, under penalty of perjury, affirms that:
1. Th is conveyance is an absolute conveyance of the title to the property identified herein in effect as
well as form, and is not intended as a mortgage, trust conveyance, or security of any kind, and that
possession of the property has been surrendered to the Grantee hereunder;
2. This conveyance is the free and voluntary act of the of the Grantor herein and that Grantor is not
acting under any misapprehension as to the effect hereof, nor under any duress, undue influence, or
misrepresentation by the Grantee or any agent or attorney of the Grantee:
Description: Rtng,WA Document - Year.Month.Day.DoeiD 2009.1231.304 Page: i of 3
Order: Pppp commcent:
qk
. I
20099 237 000304.r,r;;
3. It is the intention of the Grantor to convey, and by this Deed Grantor does hereby convey, to the
Grantee all of its right, title and interest absolutely in and to the property herein described_
4. This affirmation is made for the protection and benefit of the Grantee, its successors and assigns,
and all other parties hereinafter dealing with or who may acquire or insure an interest in the property
herein described and shall bind the undersigned and its successors in interest.
5. Grantor hereby forever releases and discharges Grantee, its officers, directors, and employees of
and from any and all claims, causes of action, or liabilities of any kind or nature, now known or
hereafter discovered, from whatever cause arising (collectively "Claims"), all of which Claims are
expressly hereby waived, This waiverand release of Claims is unconditional, immediate, and binding
upon each and all Grantors, and their successors in inlerest, for all purposes in all proceedings
hereafter, including without limitation, any proceedings under the United States Bankruptcy Code.
This waiver and release of Claims is a material and expressly bargained -for consideration of this
agreement, severable, and independently enforceable notwithstanding a finding that any other
provision hereof is unenforceable.
Grantor. SA/V05nLf� Le_ (�
Signa rc
Print
Grantor: f rN ut x� C -L(-
a'
Sipnature
Print
KARLA J. BURST
NOTARY PUBLIC
STATE OF WASHINGTON
CONWISs[ON EXPIRES
JUNE 9. 2010
STATE OF
JAUNTY OF
I certify that I or have satisfactory evidence that �
[is/arse] the person(s) who appeared before me, and Said -person[ acknowledged that (he/she/they)
siyred this instrument, on oath stated that (he/she/they) (is/aiel authorized to execute the
icstrumest and acknowledged it as the of
to he ':he free and voluntary act or such party(ies) for the uses and purposes reentxoned in this
instrument.
Dated:
Notary Public in a d for the state of )i
Residing at
My appointment expires: '7tJ
Descript.ion: Kiirg,WA Document - Year. Month. Day. DoclD 2009.I231.304 Page. 2 of 3
Order. pppp Ca mnen t :
i
20091231000304_.::
ft
STATE: cW 1 }
3 -as
C9JNTY OF }
I certify that I know oc have satisfactory evidence that
i1$/ar0 the person s] who appeared before me, and said person(s) acknowledged that (he/she/they)
signed this instrument, on oath stated that (he/s�he/they) (ts/are) authorized to execute the
instrument and acknowledged it as the of je n%)C)
to be _he free and voluntary act of such partylies] for the uses and purposes mentioned in this
instrument.
Dated: }V l0 ry
Notary Public is an f the state f '
Residing at //
My appointment expires: (V
KARLA J. HORST
NOTARY PUBLIC
STATE OF WASWNGTON
COMMON EXPIRES
JUNE 9.2DW
i
Description: King,WA Document - Year.Month.Day.DociD 2003.1231.304 Page: 3 of 3
Order: pppp Comment:
171911FIRS MIMI
IF
in
n5 .._e
rt -
ar, ;4n3 doca for C .1111pncd.
C a Ex y1e. 1;25, -•"'he 3-,A..0 Of
:,On, xeci,: 1--' Scu;;tle.
t "P 0`:C "i!:', c:.. -.--all nil)
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GOU:J.'
Z. Duff al
to .,',It 'De'd
car al ul�a, 105� r,
T
The Graritni, 11 "111- !;;Iff tn-: 7,wn- a 01-tn n '-:r—
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a:'L'.C'-U to th= j,-,
r-C(m 1.
la.y:ar OVI awl astabliz" likU zi jr.-,blic VO" -d is is
reAkmi and crAt-clai:.i to t:.c aw,, ol,
11 orcvqr,!
as,-& �zbllt -0,id one! Mr.hwuy. tv.--I r. -state, vIz.;
The Of WleS. Q RE1 a: _Le tl:c
9 r, of the ;-. or --j L'. R,
rqMtaln4j%g 1.19 acres, aura or lost.
4W Md it Lha 0=kty of Kj,iC.. 7tttc -of
.�Dkf4t 'this 241:, d, -y of A.D. !-,�3.
. 61111metan
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ol N'ovd-.: ar, 1712- bona -,O :;a. o y o i.- 't�,tc a]
Alawd aid tvorli, p., Aouail", camo Z. D f,
thU7 LI:Qcutad L"Ic mjt!�Jr iil-.t,
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IW hand 150 0:rte'27. fl.r-I
tic, StLte, of
rboQg' at ret lea Cf
;jAt 01ni i Dred
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1 .84100, of C:n ywanOUGO, caltf, beim" z, 4aC!-.slrjrP J:o-
.
to
fifty "iaalloo caiL.rs dua ja-u of
benarIts 'a him :,,, mocim of alt
public ravA. t'ro,%4 "i'zpgr%y,
Pr &Xd V-MOb 16 h6"1)j=Lj:t r depqrlbod, cqj3vay# raloaaj,
t& the OsWIty 9f n:IC$ $t&" -of WQt'nAr,_t=, for tea ;U'CljG fo;:.Vor, as Xk yLj:,ljd
'40'L*�-'Q.4 All 'Atire*t La C-4 follawl!%g cmmary ad ra,-1 ealat'. viz,
�&-04 30 et. of tr's --s jrzi a., v.-.* swi o; e Sul If c. R.
1. .
ye—, Ai4;7 lou.
Of M. my-�w
in road vromt to the
00 ft-Uq 4f 1 1g. _Stas or wuhlo'tu.
11411 .23- d-4 of
Wks of ta�-tforzag
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Miw
4w Us
L o to bo
04
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IZO5316 I Swan vlokell
to
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Lot
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-A., of ICL
v"o
to
LORf
t=
to rant V:
Il
Tj
the Indinrif]
and waled
tionel.
Gi
Mn EX :LC -t
IZO5316 I Swan vlokell
to
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Lot
Sit
-A., of ICL
v"o
a
i9 : :xn CLO _:is f. --:a 64.4 vCl::nta."
,� po.•ca ti=tir+:1 r.�' =t ioaed.
is ;3 r3 f :�ti,rt .P. 19
-
- site
,}a;loa Silbaaj'.
S Not..: lel Ly� I;ataryFabl3C i:; rv.:. :or tte LID.Sta.of `
S resili-:," at Sc,.L''s1e,
I,
- - nt of pa -1 Baseea 1icv. zo, 132;, at kc edn lx'.ot 10 Ai`-.
I riled 1_. :acor' D. g, farc-lson, 7a _:by ,iisditor.
i7tiCf :,,,u:; Claire Dccd
Yy..:,�.. to '
-
'r
5, 31aiu Coed
- - c;,.1 t
,7ufC r•-�r'..'ars o: t.ae aata:,: or J. 6. L'Dla'-a e:
'> ! She Crc .•.nr , in �. . .
canai._aration ons 'na 1lo(LOC A. olla.-^r.0 r..eo o. lycu«lite to ec=rue to them b:
r r= ca un of
al, for .
Nut aa!1 est alia:l gialiC rond rhic,'z in ::�-riaalfter 6ascii'oe6,
•anvey.
release 4'�t-ci�ir, .a t;ae Cm,:..c;- e_ a t.3 ':r :•iaton, i'or r. c a5 tco g:t,Iic :orevcr,!
- ;3' irtorer•t i.: ``-:".r follo ia:, dcacribsd real estate, vias
n;xblia road asd hS=nr;;'-, •-
"'- ...� ecce t t::c i:. j0 it. t`.:: eof er.- oleo the 7. 2G
belt -J o_ the
L1 a, oz :.e ::.:a, P
.. t:•x:_ - __1 i:. Scc. i:, ^,erli. R. •4;•'•
fi. of t1 a E a1 .=:0 1raC oz cxae st t .e .
taiaiT- 1.19-a=''•s, '-:a1'o or lce:. Ri:'..t-;�r••-....
citnnie6 in the Coe ry of i;ir r. 3tatc of iiFs'i:inuton.
Th ad this 24t:: d:: o; :;Oro A.P. ' �3•
.a-. Gls --e z!Ai'te Of .C.Colvin.
of-.valhiegton
9d 6�'-•}EO "..the ltof Vaa?ii�-'
on,t.': -
24tr dT o: Nova-,5-cr, l,t- ka=orn ".e, 1l
t, re the Imilv!aala;
sal sworn, 1"'- a .- ll' r-=0 D. g•
.d�1ti4�0ald. -aw � titT.afl akW
L"rA '- ' exr_utet t a 'At -1 -Ir FO las t:�' eat ::,n :mrl ad
aaaled
c� ibuir1f .,e and vol-=.ar.• &c. =6 aeada... d p.'r.,aced t__e�:.i_::.:mutic:ed.
`rear ... ,.@aao ,Tlt
f�emamr ::: rA and m :ice 1 c_al "' d:
Goal
ood o11c _ - tilt. State of
;;otrn: A';i:' �o-
13
tam 'r Cara at req -01t
_ r•rr•
q._Lt :.le.im Dined _
�S'i;"C 0ia6*ins oz -
;. Grit 01eim Pee4 I
'fie: p`, btrein
bachelor, for ti a
Chas; Chl_nd of Sza rrsneiaco, �lif. u;a ,old & eiq; a
a' L
-,,p S0 aoilare auo also enafit� to him ?xy rem
of 14li'>fa out
-, '} ei!-:g 3 p'=.130_ raaft tbrovgh his property. rn_ w'hiah ie horeiacftsr deeorSbod, eauvsy, relsaea.!
oa far use of lila p,zxliC far�`ver, ae a pu�',lio
'1 �-q a7sY to 4,he aomv of 1CSnff.-9tsba af.8ae^ick,- ,
`� y,,,., hL_hi�ay aid cll,}a e�.•eat in the follow
deB:ribe8 real meta.tc, viz; I
emsa zh; p .t: ar Ene 8 of tx a rra}
of tl:a 3N} of .::a :W} a: _ a. 2", TOP• a5 N• r`. 3 `• ,
t�.t7.2�.;.fw4, ,Nora cr lets-
-
" no mills aAbt;te i:o
ii 0.d xnat to ;h0 -reek
yud . i
3ed of Ugr State of 7iae aiAN.taa. -
D. 1 7..
Dated t'is z:� � .�#p'rS1� n
-a'=-
at - - --
bo8oreNoter� ?;*r .tc i .,-apfl. t.r thv Ststs of wuorris, .I
_ iia -tilt. 23 d of Anr17,.,1i�d ;,ciriSvesl I
�A'4RK1 �,-,i t,,,be
tory :;ot:v f
a_.'L=3' or
;:lt
a
.30�a5j c. �. kvtorC
to
The
dollars, caa
d�9Crib� rt
Lot
Eto plat ter
of ICLT_-y $r•S
Put
3
f 5'iitnee9e9:
iii 6tata of W"
I County of SS
!' it
i 1923, parso,
I the 1adLvifl,
jand sealed
:ionodr
! Gi'
(q�.J,S.Not
(Can Ex tktr
1845318 I Svc: Sicica]
to
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l �
i 9
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ti iteis ai '
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t' '1iN1 �=gbsrsit d iv1t% 6L AO�c4 �S�aa� 9e&:*3 :e z.,me its hi4 trop a -d roliatuy
f*r tbo use* =! pts.^.onos thorein mcatiated. n
' 19ven tyle he 'a' ^:&:1 wi `:ie Fjrd
{JF +?e.cl_ion 6il� hsi7+
rile �a sso.+�,1525 i I[atar;�Pobiia i�: r.nd : cr t 5ta+,e af'
ael:l�;�toa, reaidin;
at Seattle,
attaohsd. and cswalled) _
-,het a .=od rax rcaord at ra'c.<enG sf Par3 Baleen $ov, ru, 112., at 4a :An poet 14 A,4t, j
A. 1.=ereuson, Ca=_t7 %41tor,
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i
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I{'„ik Clria- goad%�
P"RSp 'Re'w.ctar h,•rein .. 1E. W£f on: fi:.QMRe Qlaen '.rt asao -are aY t::e .:atLt . c J. �. CGiwln et
-'. Q ecrtsSderatloa 0£ ane': nd no/100 eolle.jLr-h also o: tc:tniits to ac^rns-to them by r. Seo,= of `
evf&b1le'LS4g a. public roved 'thrmK;7: tB?ir p-ogwrty,: i•: ablah is b v. inafter dascriled, �
1, 'gait:aisim to tae County of 81.^.•F, Mata of rr^,ir ton for 1'.c 1
s- �!►4R � , C . 4: tro pl olio xorevor,l
<rtl •. h4tsey, :. d Els iat-rest f_ •Ya :a7,lo-lag dcacri`ved real astate, via; i
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tLs J* e=apt tt:e V. 30 ft. th .-af; -.11 1:. Soo- 17, ".,rp. 2.7
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of MI -r;, S'
D:
Qltaesess:
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z,
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fna sealed
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1so531s Swan Nlokels
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w.a1�
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If. L.. 124 � ` 1 R 18052
The
R.G, mWjU Curtis. Vice Psaeldeint loan A. Portaro Aeolis tent Soovi;tary
w.... ......_.._........................._._...-_...... _.........�.:................ _.........._..........
.............-..__ --
1$r themakknUm s}t� AR�R10.3R
_ ,ifi�Cs�.�.43Y'IIYY.!�d-f�i�-..m..�e-.ws..n..rr..r...n...u..r..T..w..�oilgrd .
(( yraelftii tttt ; OW: riOti
hand of bto �e&a� t .,it:: -....- air t+ra ten of Dying out and eatamishinl; a public read
No VW6 la httaeitutfter deacrlhed. omveyA., relAoati., and.quit_&dm.a
to the Courtly of....,...MUE:--.---.--_...............__...................._......State of WASIAnecn, for ust, of the Public -
forever, to a publk rote and highway, aii interest In the lollotriniL descrihed reel estate, Viz.:
Tho : orth 3K fest:, Y the U.B.of the ll.if.} of the- Xi E.j of the
11.W. -in >lsati6el 15, 1*. 2? i.R. a X.Va k.+ less the West 150 -feet.
Goytsining 0.02 AoreD more or lass.
R%If S.S. 128th 8t. 1 132ad Ave. 3.9. to 168tb Ave, B.B.}
! the rinbt to make all nec-mary elopes for_cute and fills upon t�ked
n
each aide of sal In cwnformit lcrttione for high-
waypurposes, gad t, t hereinad been acquired>ay -an pracei nga under Bminent Domain statutes of the S "Ito.
situated In. the County of ........... .Kram .......................... State of 1Psshington..
Ci bated thio.... ,'=P...... -day of..._._.. J-GA>iiipY ............................. A. D. 19.6"i-......
IN WITNESS WHEREOF, -said rorporatioa has caused thio instrument to be executed by Its propel officers
and its corpwale seat_ to be hereunto alflxed this day of dsmiM, 1965.
r
MMU all. h E±RUNG WeAHY ,
2
C
BY
�Teai'otiant'. ..
STATE OF MWAMM, �+
- � t
Commy'ol . HARRIS a9.
r
A.
Athis, . e� --,. day of Ja mary r 1965 Wore me, the and
lt �
a clary II ublfc In am' lar the Statg of VOU&N Aaly a OnL-Woned and s+. gin, nail
j�.. ; �.a. and �.
to etc known to be the j—e ...e President and Secretary, reswtively, of
11 M[S OIL ih WIMO Ot MPM
the catporation that executed for fortOmE Instrument, and ackna.rledged the said instrument to be the fro and
vahninry art and dent of said cosEwrOon, for the uta and parfw.A therefa mentioned, and on oath stated that
Ri;44-,authorised to execute the ssld instrumtnt and that the.mal affixed is the corporate tsar of Bald
N„y
,.�.•.Wltrtew and and official wAl hereto affixed the day and year In,thia wilitcatt Above mitten.
0 Ila!
XNary fa tad jar IAA §16fe of IOWAittjtyrt Texas
'OF yd?se fllyd la Reeo•d. �/!rW 19�Y` /rtfrtltt �aAei �. i+FlS1!
Aegntl a1 aoard aI Coytly Ccrerpirtlenars
IOUG A. )6 MAISS• IImo.. r„ (tit.
•j r
k sib L' 4ark-Gh R/W 1108 010
Cdi3>i-�:3 RECEt�tb +uaDAY
cow
j1% N 2 3 -MV
�y� WA
,.: r"
W illi t. . `1✓
The paeta;i,._...___hereiu- CROON 5 PARK ;. jr' JEAN C. PARK Husband
and Wife, --
far the cIna_JeratM.ut �.J�t.. f""_�--------�. .----- -_ —� Doiian
-' ! 01---
and other valuable eoneiderstinn, convey -mat watfant^-to the County of Kiaa, State af weahinaton,
■ll `utearart in the falio,ulea described reel estate:
The North 160 feet of the Northeast 1/4 of the Nar'hwest 1/4 of the
JD Northeast 1/4 of the Northwest 1/4 of Section 15, Township 23 North,
X Range 5 East, N.M., situate in King County, Washington;
LESS the West 150 feet thereof, and
d, LESS the County roads, and
LESS coal and mineral rights.
DEED TAKE:
That portion lying Northeasterly of the arc of a c'.cle having a
radius of 25 feet, said circle being tangent to a line 35 feet
South of and parallel to the North line.. of said suHivision and
tangent to a line 20 feet West of and parallel to the Cast line
of said subdivision.
Contains an area of 135 Sq. ft.
R/W 2108 - S.E. 128TH STREET
FNd For R"d At The Regtest a
Rim 0" eel lopetiY Cilrubon
a:i�E 1R00
togetiar with the richt to make- all necessary +lop• • cuts sad filk epos tlo absim" pt"mtp ar
omb side ct my earl .inch is now. or may b, r•w.-Jncld bw ollw a wit prepmety. im tadaemaW
With
atedod pbaaa dad apae�rcaaiaa tae bfbaa3 perpaaa� dei 4e 1ha aero eater► ami lerpasea r
l( tLa riahla irreir panel bad bees .cgvbW by ecadamaatkr proreaiip amme.. Faiewd Deena
stattfea of do State of 114AlnAoa.
skeated in the Cony of Kia{. Rtala of ltashipa
ll MW "A. 30th d >tmy , �. p07
Rlllnti: 6;�'e x
A.
STATE OF WASHNGToN
C0VM Cr ENO
On the C . ..... ... day or.
_ ... ......... ... lg.iP;, before me, % N&WT pubitc W
wid for the State of W&&WnWn, duly coamlWofted and 'Worn. per9or"Y MM&L-f�YOVvL.S /A%r
11L� ........ .. .. ...... ......... ........................to me known to ft the UidIvIdu&L,.,..
described In and....... executed the within instrument and acknowledged tome that sly
RIXd aftlad the "me all...,..,................. .....free and voluntary act and deed for the used PjAd puipcsft
themin racutioned.
;:;4i6 W'Y %ar—' ai-_ da) &N
�4z-_i' ea and lar .R& Statir of Wip k 6. 9 io a
nemain; dt ..................
=RPORATTON ACKNQV;jjX0bCEprr FORM
STATE OF WASHINGTON,
C;oQXrT or Mina,
On ills .......... per—oly appeared
and
.. ...... .... .... 11.1 ..................... . . ..........
W me known to be the
of the Corporation that executed the foregoing irutnunenL and jkcejHywWged MW Instrument to be
the free And Y*lu]PWY act and deed of said corporation, fav the uses and purposes UWT4n men.
tioned, and on oalh stated that . .. .. .. . authorized to execute SOM instrument and
UUL the aft] aMxtd is the corporate seJ of said corporation.
Given under my hand and official seal the day and year last above wrillest.
........ ...... "--.. I ........ .. ............
Moiwv NbIk f" "4 for UN Stag of IraAftolon.
AdWdjng MI
0
FIRST AMERICAN, F, FAST
KIN[, WA
12/2712011 07:1OPM - ORDER SEARCH
PAGE 1 OF 2
AAT RESULTS
ORDER: 520794T/AG TOF: KP COMMENT:
SEARCH PARAMETERS
APN: 152305-9124 (PERMIT DATEDOWNS)
CURRENT TAXES THROUGH 2011-06-03
APN: 152305-9124-03
TRA: 2100 - RENTON ACQ 1999- DOG#: 1990723001894
DATE: 07-23
LEGAL: SEG 15 TVVP 23 RNG Cis QTR NW; 152305 124
N 180 FT,
MEAS ALG E MGN, OF NE 114 OF NW 1/4 OF
NE 114 OF
NW 1/4 LESS W 1503 FT LESS STS LESS GfM RGTS
SITUS: 4615 4TH ST
MAIL: 3933 LK WASHINGTON BLVD 0100 KIRKLAND
WA 98033
ASSESSED OWNER(S) 2011 ASSESSED VALUES
EASTSIDE FUNDING LLC LAND
441,800
EXEMPTIONS
(0)
TAXABLE
441,8003
2011 TAXES IST INST 2ND INST TOTAL TAX
STATUS 'ftl* DELQ 'ftvr 'vr DELQ 'ft*
INSTALLMENT 2,704.12 .2,704.12
5,408-24
AMOUNT PAID (0.00) (0.00)
(0.00)
PENALTY 446.18 148.73
594.91
INTEREST 324.50 108.17
432.67
BALANCE DUE 3,474.80 2,961.02
6,435.82
ASSESSMENTS CGDE TYPE
AMOUNT
9420 WEED CTL
2.25
9430 SOIL CON
9.98
2100
5,396-01
ADDITIO AL INFORMATION
USE CODE. 415
FIRST AMERICAN, FAK, FAOT
KING, WA
1212712011 07:16PM w ORDER !SEARCH
PAGE 2 OF 2
AAT 'RESULTS
ORDER: 520794T1A0, TC)F: KF COMMENT:
PRIOR YEARS DELINQUENT
BACK TAXES THROUGH 2011-06-03
YEAR DELQ APN
INST # BILL BASE DEL -0 SWM PENALTY INTEREST
TYPE AM0tJNT AMOUNT
2009 152305-9124-03
BOTH 4,409.93 4,4039.93 485.09
1,411-18
rIAA r% A =Ol-2A= A7 +7A #'% d2
2010 15230--9 1 24-0
• BOTH 4,925.34 4,925. 541.79 985.07
AMOUNT TO REDEEM FOR: DEC .IAN FEB
12,758.40 12,851.75 12,945. "10
OPEN ORDERS ON FILE
ORDER TOF OPENED UPDATED
402844T/AG KN 2009-06-
34
520794TfAG KP 2011-12-
27
CONDITIONS, DISCLAIMERS AND EXCLUSIONS
This Tax Certificaterrax Order Report does not constitute a report on
or certification of: (1) mineral (productive and/or non-productive) taxes
or leases; (2) personal property taxes; or (3) other non ad valorem
taxes (such as paving liens, stand-by charges or maintenance
assessments).
Data Trace Information Services LLC ("Data Trace") may have
warranted the accuracy of this Tax Certificate/Tax Order Report to its
customer (the "Data Trace Customer") pursuant to the terms and
conditions of a written tax service agreement between Data Trace and
said Data Trace Customer (the "Tax Service Agreement"). Any such
warranty (hereinafter, "Data Trace Customer Warranty") does not: (a)
extend to a third party bearer of this Tax Certificate/Tax Order Report;
(b) cover any changes made to the records of the taxing authority
after the "payments as of," "paid," or "payment" dates delineated
above; and (c) cover any invalid tax information shown on the records
of the taxing authority or resulting from an error by the Data Trace
Customer (including, without limitation, submission of incorrect
property information by said Data Trace Customer). DATA TRACE
MAKES NO WARRANTIES (EXPRESS OR IMPLIED) WITH RESPECT
TO THIS TAX CERTIFICATE/TAX ORDER REPORT OTHER THAN
(INHERE APPLICABLE) THE DATA TRACE CUSTOMER WARRANTY.
Any and all claims under a Data Trace Customer Warranty must be
submitted to Data Trace by the corresponding Data Trace Customer
and are subject to the terms and conditions set forth in the pertinent
Tax Service Agreement (including, without limitation, the filing
deadlines applicable to such claims)_ In some jurisdictions Data
Trace's validation of a Tax Certificato/Tax Order Report is required to
activate a Data Trace Customer Warranty.
END SEARCH
age: 1 Document Name: untitled
RPCI 152305912403 1122911 DOC:
EASTSIDE FUNDING LLC 059999
3933 LK WASHINGTON BLVD #100
KIRKLAND WA 98033
LOT:15-23-05 BLOCK:9124
RY OY BILLED PAID
11 5,408.24 .00
10 4,925.34 .00
09 4,449.93 .00
10/31/11 REVALUES ST:CURNT ACTIVE
N 180 FT,-•MEA5 ALG E MGN, OF
12/29/11 NE 1/4 OF,NW 1/4 OF NE 1/4 OF
NW 1/4 LESS W 150 FT LESS
STS LESS C/M RGTS
LAST LEGAL
is.4
INTEEST PENALTY AMOUNT DUE 12/29/11
432.66 594.91 6,435.81
985.07 541.19 6,452.20
1,411.18 485.09 6,306.20
E
Date: 12/29/2011 Time: 7:57:44 AM
TOTAL: "
19,194.21
RY OY
ST SC NC LEVY
OM -LV LAND IMPS
BILLED
PAID
P A
13
T 2100
441,800
.00
.00
12
T 2100
441,800
.00
.00
11
T 2100
441,800
5,396.01
.00
F
10
T 2100
441,800
4,913.11
.00
F
09
T 2100
441,800
4,397.70
.00
F
TOTAL DUE.
14,743.51
RPCI
152305912403 1122911 JUMP CODE:
ADDITIONAL DATA
P/N
YEAR
RECEIVABLE TYPE LEVY BILLED AMT
PAID AMT
ACRE BENEFIT
11
NOXIOUS WEED
9420 2.25
.00
11
CONSERVATION
9430 9.98
".00
10
NOXIOUS WEED
9420 2.25
.00
10
CONSERVATION
9430 9.98
r.00
09
NOXIOUS WEED
9420 2.25
.00
09
CONSERVATION
9430 9.98
.00
DATE
NUMBER
AMOUNT INT/PENALTY YEAR
DISTRIBUTION
receipt
data
10/18/10
333728
11,369.02 3,248.29 08
03/29/10
461424
12,082.66 3,813.71 07
RPCI
152305912403 1122911 JUMP CODE:
P/P
E
Date: 12/29/2011 Time: 7:57:44 AM
RECEIPT EGO0005009
BILLING CONTACT
Quality Food Centers Inc. a Division of Fred Meyer Stores, Inc,
10116 Ne 8Th St
Bellevue, WA 98004
-101�1(clitv of
0,p $ *,
REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID
TYPE METHOD
LUA13-000250 Technology Fee Fee Payment Check #29861 $36.00
SUBTOTAL $36.00
LUA13-000250 PLAN - Variance Fee Payment Check #2324816 $1,200.00
SUB TOTAL $1,200.00
TOTAL $1,236.00
City of Renton
�kp � 9 10
Printed On: February 28, 2013 Prepared By: Vanessa Dolbee Page 1 of 1