HomeMy WebLinkAboutPermit L09-052 - CRAMER NORTHWEST - LI SHORT PLATRONG FENG LI SHORT PLAT LAND DIVISION LAND DEVELOPMENT
40f>6 S 128' STREET
L09 -052
City of Tukwila
.Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
NOTICE OF DECISION
January 14, 2010
Terry Wilson/Cramer NW
945 N. Central Ave. #104
Kent, WA 98032
RE: Rong -Feng Li Short Plat L09 -052
4066 S. 128th St.
Dear Mr. Wilson,
The Short Subdivision Committee has completed review of your short plat application (No. L09 -052), and
determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has
previously determined that this application does not require a SEPA threshold determination because it is
categorically exempt.
This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal,
preliminary approval is granted subject to the conditions stated below.
There are three basic steps in the short plat approval process:
I. Preliminary Approval
This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision
Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the
Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code.
PRELIMINARY APPROVAL CONDITIONS
Planning Division Comments
1. Clarify Note 2 on Sheet 2 of the survey, which reads "This survey was performed without the benefit of
a current title report and therefore does not purport to show all easements, covenants, conditions or
restrictions, if any." Please be aware that location, dimension and purpose of existing and proposed
easements must be shown on plat survey and recording documents, which identify the nature and extent
of existing easements, must be provided.
2. All existing structures on Lot 2 shall be removed prior to final approval and will require a demolition
permit.
3. Provide tree protection as shown on Tree Retention Plan (Sheet 2) prior to construction.
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665
Public Works Comments
1. Owner shall sign with Notary, a Private Sanitary Sewer Easement Agreement (within the SW portion of
proposed Lot 2, for the benefit of proposed Lot 1.) (Verify location of existing Sanitary Side Sewer.
May also be located across a portion of proposed Lot 1, which would affect the easement.) This
document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be
shown on the short plat map. (See sample enclosed.)
2. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will
be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten
(10) days prior to expected final short plat recording, as City must have time to process this document).
(See enclosed).
3. Owner /Applicant to complete Traffic Concurrency Certificate Application — see enclosed.
4. Provide new Legal Descriptions on short plat map - to include, (together with) and/or (subject to)
easement(s), as applicable.
Short Plat Survey Site Plan
1. Provide detail as written on sheet 2 of 2 — "PROPOSED SEWER ESMT. (SEE DETAIL)."
2. Revise Short Plat Map sheets 1 thru 2 of 2, as needed.
3. Provide note on final short plat map — "Project to comply with Geotechnical Engineering Report, by
Geotech Consultants, dated September 8, 2009; and subsequent geotechnical reports."
Short Plat Site Development Plan
1. The applicant shall apply for a Public Works (PW) type `C' permit (or) Building Permit (D) for
approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless
Agreement; for work within the Public Right -of -Way.
2. Verify with Fire Department if new Fire Hydrant is required.
Miscellaneous Comments
1. All utilities including power are required to be underground, per City of Tukwila ordinance.
2. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does
not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval
form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed.
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3. Transportation Impact Fee applies to the future Building Permit. See Pavement Mitigation and
Transportation Impact Fees Bulletin no. A3 — enclosed.
4. An infrastructure design and construction standard manual, is available at the Public Works Department
and on the City Web Site.
5. New catch basin to be installed within Public Right -of -Way is to be part of a turnover process and on
City of Tukwila forms. Public Works will prepare forms as applicable, for the Owner(s) signature.
6. Rockeries and/or retaining walls over 4 feet high and/or surcharged will require a separate Building
Permit.
APPEALS
This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the
decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person
wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the
Department to impose additional conditions in the MDNS may raise such issues as part of the appeal . If no
valid appeals are filed within the time limit, the decision of the Department will be final.
In order to appeal the decision a written notice of appeal must be filed with the Department of Community
Development within 21 days of the issuance of the Notice of Decision (02/05/10). The requirements for such
appeals are set forth in Tukwila Municipal Code 18.116.
Appeal materials shall include:
1. The name of the appealing party.
2. The address and phone number of the appealing party; and if the appealing party is a corporation,
association or other group, the address and phone number of a contact person authorized to receive notices
on the appealing party's behalf.
3. A statement identifying the decision being appealed and the alleged errors in the decision, including any
specific challenge to an MDNS.
4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the
decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The
scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal.
5. Appeal fee of $120.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing
Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of
the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's
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decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a
DNS, an MDNS or an EIS may be included in such an appeal.
II. Final Approval
The next step is to install the required site improvements, comply with the conditions of approval and
submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You
may apply to delay installation of the site improvements up to six months beyond final approval subject to
the approval of the Public Works Director. A financial guarantee must be provided to ensure installation.
All taxes and fees assessed against the property must be current prior to final approval. Please check
with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting
final documents. After the documents have been found to be in order, and the all of the requirements of
the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which
constitutes a grant of final approval.
Expiration
The final approved short plat must be filed with the King County Department of Records by January 14,
2011, one year from the date of this preliminary approval or the application will expire. The City may grant
a single one year extension if requested in writing prior to the expiration date.
III. Recording
The signature of the Chairman of the Short Subdivision Committee certifies that your short plat
application is ready for recording. It is your responsibility to record the City approved short plat
documents with the King County Department of Records. You will need to pay the recording fees
and submit your approved original short plat to King County. The short plat is not complete until
the recording occurs and copies of the recorded documents are provided to the Department of
Community Development.
After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at
which time your short plat is considered complete. You can shorten this processing time by hand -
delivering a copy of the recorded short plat to the project planner.
In many circumstances, building permits on the short platted property may not be issued until a
copy of the recorded short plat (or original) is returned to the Department of Community
Development.
If you have any questions please direct them to the project planner, Courtney Thomson at (206)
431 -2164.
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• 1
Sincerely,
Jack Pace
Chair, Short Subdivision Committee
Enclosures:
Public Works Bulletin A3
Private Sanitary Sewer Easement Agreement sample
Sensitive Area Covenant and Hold Harmless Agreement
Traffic Concurrency Certificate Application
Sheet with locations of existing fire hydrants
Site plan
cc: Bob Giberson, Public Works Director (please initial your approval)
Nick Olivas, Fire Chie 4w (please initial your approval)
King County Assessor, Accounting Division
Department of Ecology, SEPA Division
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PUBLIC WORKS BULLETIN A3
PAVEMENT MITIGATION AND
TRANSPORTATION IMPACT FEES
CITY OF TUKWILA
Public Works Department
206 - 433 -0179
This Bulletin summarizes pavement mitigation fees and transportation impact fees applicable to private
development projects within the city.
PAVEMENT MITIGATION FEE
The City does not allow pavement cuts in pavement that is three years old or newer (TMC 11.04 Recently Improved
Street), except by written approval from the Public Works Director.
Public Works charges a pavement mitigation fee whenever pavement in the right -of -way is disturbed. The
pavement mitigation fee compensates the City for reduced life span due to disturbance of roadway surfaces.
The fee is based on the total square footage of impacted pavement and on the remaining life of the existing
pavement. The mitigation fee, based on cut limits shown on the permit plan set, is paid when the permit is
issued. To estimate the cut area, add two feet to all sides of the expected cut limits before calculating the
area. This fee may be adjusted, based on the Inspector's measurement of the actual cut limits. Use the
following table to estimate the pavement mitigation fee.
Approx. Remaining Years
Pavement Mitigation Fee
0 -1
$0.00
1 -2 (10 %)
$1.00
2 -5 (25 %)
$2.50
5 -7 (33 %)
$3.30
7 -10 (50 %)
$5.00
10-15 (75 %)
$7.50
15 -20 (100 %)
$10.00
TRANSPORTATION IMPACT FEE
Consistent with the Comprehensive Plan, the Six -year Transportation Plan and the Capital Improvement Plan, the
transportation impact fee helps ensure that new development bears its proportionate fair share of transportation
facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion,
structural alteration, relocation or enlargement of any structure that requires a building permit and generates any
new PM peak hour trips . The transportation impact fee is charged to each development according to an impact
fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable
when the permit is issued. (TMC 9.48 and Ordinance 2111)
This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for
specific compliance to codes and regulations.
Approved 12.31.2005
1
Attachment A
Traffic Impact Fee Schedule 2007
Land Uses
Unit of
Measure
Zone 1
Zone 2
Zone 3
Zone 4
Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.20 $819.38
Residential
Single Family
dwelling
$1,659.35
$1,297.22
$1,013.88
$782.84
Multi Family
dwelling
$712.09
$556.69
$435.09
$335.95
Retirement Community
dwelling
$722.89
$565.13
$441.69
$341.04
Nursing Home /Convalescent Center
bed
$289.15
$226.05
$176.68
$136.42
Assisted Living
dwelling
$289.15
$226.05
$176.68
$136.42
Commercial - Services
Drive -in Bank
sq ft/GFA
$23.14
$18.09
$14.14
$10.92
Walk -in Bank
sq ft/GFA
$18.67
$14.60
$11.41
$8.81
Day Care Center
sq ft /GFA
$9.28
$7.25
$5.67
$4.38
Library
sq ft/GFA
$4.24
$3.32
$2.59
$2.00
Post Office
sq ft/GFA
$6.46
$5.05
$3.95
$3.05
Hotel /Motel
room
$1,107.80
$866.04
$676.87
$522.63
Service Station
VFP
$3,203.13
$2,504.10
$1,957.14
$1,511.17
Service Station /Minimart
VFP
$3,203.13
$2,504.10
$1,957.14
$1,511.17
Service Station /Minimart/Car Wash
VFP
$3,203.13
$2,504.10
$1,957.14
$1,511.17
Carwash (Self - Serve)
Stall
$2,826.58
$2,209.72
$1,727.06
$1,333.51
Movie Theater
screen
$64.24
$50.22
$39.25
$30.31
Health Club
sq ft/GFA
$4.42
$3.46
$2.70
$2.09
Racquet Club
sq ft /GFA
$1.99
$1.56
$1.22
$0.94
Marina
Berth
$247.38
$193.39
$151.15
$116.71
Commercial - Institutional
Elementary School /Jr. High School
student
$195.27
$152.66
$119.31
$92.13
High School
student
$131.43
$102.75
$80.31
$62.01
University /College
student
$267.56
$209.17
$163.48
$126.23
Church
sq ft /GFA
$1.15
$0.90
$0.70
$0.54
Hospital
sq ft /GFA
$2.22
$1.73
$1.35
$1.05
Commercial - Restaurant
Restaurant
sq ft /GFA
$9.56
$7.48
$5.84
$4.51
Fast Food Restaurant w/o drive thru
sq ft /GFA
$12.27
$9.60
$7.50
$5.79
Fast Food Restaurant w drive /thru
sq ft/GFA
$16.26
$12.71
$9.94
$7.67
Industrial
Light Industry/High Technology
sq ft/GFA
$2.06
$1.61
$1.26
$0.97
Industrial Park
sq ft/GFA
$2.06
$1.61
$1.26
$0.97
Warehousing /Storage
sq ft/GFA
$1.15
$0.90
$0.70
$0.54
Mini Warehouse
sq ft/GFA
$0.50
$0.39
$0.31
$0.24
GLA= Gross Leasible Area
GFA= Gross Floor Area
VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously)
2
Attachment A
Traffic Impact Fee Schedule 2007
Land Uses
Unit of
Measure
Zone 1
Zone 2
Zone 3
Zone 4
Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.20 $819.38
Commercial - Retail
Shopping Center
up to 9,999 sq ft
sq ft/GLA
$4.18
$3.27
$2.55
$1.97
10,000 sq ft- 49,999 sq ft
sq ft/GLA
$3.51
$2.75
$2.15
$1.66
50,000 sq ft- 99,999 sq ft
sq ft/GLA
$3.03
$2.37
$1.85
$1.43
100,000 sq ft- 199,999 sq ft
sq ft/GLA
$2.61
$2.04
$1.59
$1.23
200,000 sq ft- 299,999 sq ft
sq ft/GLA
$2.38
$1.86
$1.45
$1.12
300,000 sq ft- 399,999 sq ft
sq ft/GLA
$2.82
$2.21
$1.72
$1.33
over 400,000 sq ft
sq ft/GLA
$3.17
$2.48
$1.94
$1.49
Miscellaneous Retail Sales
sq ft/GFA
$3.17
$2.48
$1.94
$1.49
Supermarket
sq ft /GFA
$7.73
$6.04
$4.72
$3.64
Convenience Market
sq ft/GFA
$14.39
$11.25
$8.79
$6.79
Nursery/Garden Center
sq ft/GFA
$2.62
$2.05
$1.60
$1.24
Furniture Store
sq ft/GFA
$0.22
$0.17
$0.13
$0.10
Car Sales - New /Used
sq ft/GFA
$4.56
$3.57
$2.79
$2.15
Auto Care Center
sq ft/GLA
$2.62
$2.05
$1.60
$1.24
Quick Lubrication Vehicle Shop
Service Bay
$2,899.10
$2,266.42
$1,771.37
$1,367.73
Auto Parts Sales
sq ft/GFA
$3.34
$2.61
$2.04
$1.58
Pharmacy (with Drive Through)
sq ft/GFA
$3.44
$2.69
$2.10
$1.62
Pharmacy (no Drive Through)
sq ft/GFA
$3.36
$2.63
$2.05
$1.58
Free Standing Discount Store
sq ft/GFA
$3.13
$2.44
$1.91
$1.47
Hardware /Paint Store
sq ft /GFA
$2.66
$2.08
$1.62
$1.25
Discount Club
sq ft/GFA .
$3.13
$2.44
$1.91
$1.47
Video Rental
sq ft /GFA
$4.88
$3.82
$2.98
$2.30
Home Improvement Superstore
sq ft/GFA
$1.33
$1.04
$0.81
$0.63
Tire Store
Service Bay
$1,938.32
$1,515.31
$1,184.33
$914.45
Electronics Superstore
sq ft/GFA
$3.11
$2.43
$1.90
$1.46
Commercial - Office
Administrative Office
up to 9,999 sq ft
sq ft/GFA
$8.10
$6.33
$4.95
$3.82
10,000 sq ft- 49,999 sq ft
sq ft/GFA
$8.10
$6.33
$4.95
$3.82
50,000 sq ft- 99,999 sq ft
sq ft/GFA
$4.70
$3.67
$2.87
$2.22
100,000 sq ft- 199,999 sq ft
sq ft/GFA
$3.56
$2.78
$2.17
$1.68
200,000 sq ft- 299,999 sq ft
sq ft/GFA
$3.10
$2.43
$1.90
$1.46
over 300,000 sq ft
sq ft/GFA
$2.91
$2.27
$1.78
$1.37
Medical Office/Clinic
sq ft /GFA
$6.29
$4.91
$3.84
$2.97
GLA= Gross Leasible Area
GFA= Gross Floor Area
VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously)
,
WHEN RECORDED RETURN TO:
Wilson & Neal, PLLC
Terry Wilson
945 N. Central Suite 104
Kent, WA. 98032
EASEMENT FOR SEWER LINE
Grantor(s): Cheng En Wang and Rong -Feng Li, Husband and Wife
Grantee(s): Cheng En Wang and Rong -Feng Li, Husband and Wife
Abbreviated Legal Description:
Servient: Lot 2 of City of Tukwila Short Plat Number L09 -052
Dominant: Lot 1 of City of Tukwila Short Plat Number L09 -052
Assessor's Property Tax Parcel or Account Numbers:
734060 -0687 (Servient),
and
734060 -0687 (Dominant)
Reference Numbers of Documents Assigned or Released: N/A
For a valuable consideration, receipt of which is hereby
acknowledged, this EASEMENT FOR SEWER LINE is entered into this
day of , 2009, by and between Cheng En Wang
and Rong -Feng Li, Husband and Wife (hereafter "Grantors "), and Cheng En
Wang and Rong -Feng Li, Husband and Wife (hereafter "Grantees "), for
themselves, their heirs, successors, executors, administrators, and assigns.
1 of 5
RECITALS
A. Grantors own certain real property situated in King County,
Washington. Said property is located at 4066 S. 128th Street, Tukwila,
Washington, and is legally described as:
Lot 2 of City of Tukwila Short Plat Number L09 -052
Tax Parcel No.: PTN of 734060 -0687
B. Grantees own certain real property situated in King County,
Washington. Said property is located at xxxx S. 128th Street, Tukwila,
Washington, and is legally described as:
Lot 1 of City of Tukwila Short Plat Number L09 -052
Tax Parcel No.: 734060 -0687
EASEMENT AGREEMENT
NOW, THEREFORE, in consideration of the mutual benefits that the
parties will receive from this agreement and the mutual performance of the
covenants, terms, and conditions herein, the Parties mutually agree as
follows:
1. Easement for Sewer Line. Grantors hereby grant and
convey to Grantees, for the benefit of Grantees, their personal
representatives, heirs, successors and assigns, a perpetual, non - exclusive,
sewer line easement over and across the property legally described as:
2 of 5
2. Rights Under Easement for Sewer Line.
Grantees shall have the right to use and occupy the easement area for
sewer line utilities to and from Grantees' respective Lot. Grantees shall
have the right to use and occupy the easement area for construction and
construction access to and from Grantees' Lot.
3. Maintenance and Repair of Easement.
Grantees are solely responsible for all maintenance and repairs to said
sewer line in easement area.
4. No Modification of Previous Easements. The parties intend
and agree that nothing contained herein shall nullify any existing
easements, and said easements remain in full force and effect except as
modified by this document.
5. Merger. The Parties intend that this Sewer Line Easement
Agreement shall not be merged, and upon conveyance of either one or both
Lots described herein, said Easement Agreement shall run with the land to
the respective heirs, successors, executors, administrators, and assigns.
6. Indemnity. Grantees shall indemnify, defend and hold
harmless Grantors and their agents and employees from and against any
expenses, damages, claims or liabilities arising from physical damage to
persons or property caused by the exercise of any of the rights of Grantees
granted by the easement area. Grantors shall indemnify, defend and hold
harmless Grantees and their agents and employees from and against any
expenses, damages, claims or liabilities as a result of Grantors' or any third
party's past, present, or future interference with Grantees' rights granted
hereunder or use of the easement area.
7. Binding Effect. The covenants, terms, conditions, and
restrictions of this Easement Agreement shall be binding upon and inure to
the benefit of the Parties hereto and their respective personal
representatives, heirs, successors and assigns and shall run with the land.
All future owners and occupants shall have the same right to enforce the
covenants, terms, conditions, and restrictions as the original parties to this
document.
3 of 5
8. Attorneys' Fees. In any proceeding brought to enforce this
Easement Agreement or to determine the rights of the Parties under this
Easement Agreement, the prevailing party shall be entitled to collect, in
addition to any judgment awarded by a court, a reasonable sum as
attorneys' fees, and all costs and expenses incurred in connection with such
a lawsuit, including attorneys' fees, expenses of litigation, and costs of
appeal. For purposes of this Easement Agreement, the prevailing party
shall be that party in whose favor final judgment is rendered or who
substantially prevails, if both Parties are awarded judgment. The term
"proceeding" shall mean and include arbitration, administrative,
bankruptcy, and judicial proceedings including appeals.
9. Severability. The invalidity or unenforceability of any term
or provision hereof shall not affect the validity or enforceability of any other
term or provision in this Easement Agreement.
EXECUTED as of the day and year first above written.
GRANTORS:
Cheng En Wang
Rong -Feng Li
4 of 5
STATE OF WASHINGTON
) ss.
COUNTY OF KING
On this day personally appeared before me Cheng En Wang and
Rong -Feng Li, Husband and Wife, to me known to be the individuals
described in and who executed the within and foregoing instrument, and
acknowledged that they signed the same as their free and voluntary act
and deed, for the uses and purposes therein mentioned.
Given under my hand and seal of office this day of
, 2009.
Notary Public in and for the State of Washington,
Residing at
Printed Name:
My Commission Expires:
5 of 5
WHEN RECORDED, RETURN TO:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
Grantor: Cheng En Wang and Rong -Feng Li
Grantee: The City of Tukwila
Legal Description (Abbreviated): A Portion of the NE 1/4 of the NW' /4 and A Portion of the
NW 1/4 of the NE1/4, Sec. 15, T1 23 N., R. 4 E., WM.
Full Legal Description is found on Exhibit `A' of this document.
Assessor's Tax Parcel ID Numbers: 734060 -0687
SENSITIVE AREA COVENANT AND HOLD
HARMLESS AGREEMENT
This covenant and hold harmless agreement is entered into between Cheng En Wang and
Rong -Feng Li, husband and wife ( "Grantor), and the City of Tukwila, a Washington municipal
corporation ( "Grantee ").
RECITALS
WHEREAS, Grantor owns and has applied for necessary permits to develop certain real
property (the "Property ") legally described in Exhibit `A', which is attached and incorporated by
reference.
WHEREAS, a portion of the Property contains sensitive areas and the Property is
adjacent to sensitive areas of potential geologic instability (potential slide areas).
WHEREAS, as a condition of the issuance of short subdivision approval, land use
permits, and/or construction permits for the Property, the Grantee required the Grantor to execute
and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of
Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil
disturbance.
1 of 5
WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision
approval under permit no. L09 -052, and/or construction permits for the Property.
WHEREAS, Grantor has performed a geological report / evaluation, prepared by
Geotech Consultants, Inc., dated September 8, 2009.
WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -
for agreement, which includes a waiver of liability that runs with the land for risks created by the
proposed use of property because of the shape, composition, location or other characteristic
unique to the Property sought to be developed.
NOW, THEREFORE, the parties agree as follows:
• AGREEMENT
1. In consideration of Grantee issuing development permits, which constitutes good and
valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby
acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials,
employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or
suits, whether brought by grantor or third parties, including all legal costs and reasonable
attorney fees, arising out of or in connection with any injuries or damages to persons or property
caused in whole or in part by any landslide or seismic activity or soil disturbance on the
Property, legally described in Exhibit A, which is attached and incorporated by reference.
2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby
waives any right to assert any claim against the Grantee, its officers, officials, employees, agents,
and assigns for any loss, or damage to people or property either on or off the site resulting from
any landslide or seismic activity or soil disturbance on said Property by reason of or arising out
of the issuance of the permit(s) by the City for development on said Property except only for
such losses that may directly result from the sole negligence of the City.
3. Grantor will inform its successors and assigns of said Property that the Property is in
an area of potential geologic instability (potential slide area), of the risks associated with
development thereon, of any conditions or prohibitions on development imposed by the City of
Tukwila, and of any features in this design which will require maintenance or modification to
address anticipated soils changes.
4. Grantee's inspection or acceptance of any of the Grantor's construction or other work
either during construction or when completed shall not be grounds to avoid any of these
covenants of indemnification.
5. This covenant and hold harmless agreement shall be a covenant running with the land
and the rights and obligations contained herein shall run with and burden the Property, including
each parcel comprising the Property and shall inure to the benefit of and be binding upon the
Grantor and Grantee, their successors and assigns.
2 of 5
IN WITNESS WHEREOF, said individuals have caused this instrument to be executed
this day of , 2009.
Property Owner / Grantor
Property Owner / Grantor
STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that
are the persons who appeared before
me, and said individuals acknowledged that they signed this instrument and acknowledged it to
be their free and voluntary act for the uses and purposes mentioned in this instrument.
Dated
Notary Public in and for the State of Washington
residing at
My appointment expires
3 of 5
DATED this day of , 2009.
GRANTEE: CITY OF TUKWILA
Mayor
Attest/Authenticated: Approved As to Form:
City Clerk City Attorney
STATE OF WASHINGTON )
ss.
County of King
On this day of , 2009, before me, the undersigned, a
Notary Public in and for the State of Washington, duly commissioned and sworn, personally
appeared Jim Haggerton, known to me to be the Mayor, of CITY OF TUKWILA, the municipal
corporation that executed the foregoing instrument, and acknowledged it to be the free and
voluntary act of said municipal corporation, for the uses and purposes mentioned in this
instrument, and on oath stated that he was authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year above written.
print name
NOTARY PUBLIC in and for the
State of Washington, residing at
4 of 5
EXHIBIT `A'
LEGAL DESCRIPTION OF PROPERTY
THAT POTION OF TRACT 46, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 46, 424.4 FEET SOUTH OF THE
NORTHWEST CORNER THEREOF;
THENCE EAST AT RIGHT ANGLES TO SAID WEST LINE, 200 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING EAST ALONG SAID LINE 143.75 FEET, MORE OR LESS, TO THE EAST
LINE OF SAID TRACT 46;
THENCE SOUTHERLY ALONG SAID EAST LINE, TO THE SOUTHEAST CORNER OF SAID TRACT;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID TRACT TO AN INTERSECTION WITH A
LINE PARALLEL WITH AND 200 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE
WESTERLY LINE OF SAID TRACT 46;
THENCE NORTH ALONG SAID PARALLEL LINE, TO THE TRUE POINT OF BEGINNING;
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF WASHINGTON FOR PRIMARY
STATE HIGHWAY NUMBER 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, UNDER KING
COUNTY SUPERIOR COURT CAUSE NUMBER 647372.
5 of 5
L09 -052 Time Line
January 14, 2010
Preliminary Approval Letter Issued
March 19, 2010
Public Works Permit Submitted (PW10 -037)
March 26, 2010
PW Permit approved by planning.
May 21, 2010
PW Permit Ready for issuance.
November 29, 2010
Request for Extension Submitted by Applicant
December 21, 2010
Extension Request granted until January 14, 2012
June 9, 2011
Over one year from date PW approved. Permit
still not issued. Applicant responds with revision
changing the layout of the development. Revision
to the short plat plan not needed, but revision
requires tree permit.
June 29, 2011
Denied by planning correction letter sent.
September 14, 2011
Response to Correction Letter 1 submitted
September 14, 2011
Tree Clearing Permit Submitted
September 29, 2011
Correction Letter 2 for PW Permit sent to
applicant.
October 10, 2011
Correction 1 Letter for Tree Permit sent.
October 13, 2011
Response to Correction Letter 1 submitted.
November 15, 2011
Brandon allows PW permit to move forward
without issuance of tree permit.
November 30, 2011
PW Permit Issued.
December 2, 2011
One and only inspection for PW Permit.
December 23, 2011
Tree Permit Issued
January 14, 2012
Expiration of Preliminary Approval
BM, 2012.02.14
City of Tukwila
Depar ment of Community Development
TO: Files (L09 -052 and L11 -048)
FROM: Brandon Miles, Senior Planne
DATE: June 19, 2012
RE: Financial Guarantee
Jim Haggerton, Mayor
Jack Pace, Director
The Notice of Decision dated December 23, 2012 requires that the applicant place a financial guarantee ( "fc ")
with the City of $750. The fc is to ensure survival of the mitigation tree plantings. The bond can be released on
December 23, 2015, exactly three years after the Notice of Decision was issued.
Prior to release conduct a drive -by to ensure that the trees are still alive. If trees are dead, require replacement
and restart the three year time period. If only a few trees have died a portion of the funds could be released back
to the applicant.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 7340600687
Address: 4066 S 128 ST TUKW
Suite No:
Applicant: ADAM PAUL PE
RECEIPT
Permit Number: L11 -048
Status: APPROVED
Applied Date: 09/14/2011
Issue Date: 12/22/2011
Receipt No.: R12 -01926
Initials: BM
User ID: 1684
Payment Amount: $750.00
Payment Date: 06/20/2012 10:07 AM
Balance: $0.00
Payee: Cheng E Wang and Rong Feng Li
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 441 750.00
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BONDS /DEPOSITS
000.239.100 750.00
Total: $750.00
doc: Receiot -06 Printed: 06 -20 -2012
TO:
Chief Olivas via Don Tomaso
Bob Giberson via Joanna Spenc
Richard Takechi, Finance'
FROM: Brandon Miles, Senior Planner
DATE: April 27, 2012
RE: Final Short Plat Approval, L09 -052
The above short plat maybe ready for final approval, please review and if acceptable initial below.
Chief Olivas
Bob Giberson
Richard Takechi r_S-7
TO:
Chief Olivas via Don Tomaso
Bob Giberson via
Richard Takechi, Finance
FROM: Brandon Miles, Senior Planner
DATE: April 27, 2012
RE: Final Short Plat Approval, L09 -052
The above short plat maybe ready for final approval, please review and if acceptable initial below.
Chief Olivas
Bob Giberson ✓ ,_
Richard Takechi
TO:
Chief Olivas via Don Tomaso
Bob Giberson via Joanna Spencer
Richard Takechi, Finance
FROM: Brandon Miles, Senior Planner
DATE: April 27, 2012
RE: Final Short Plat Approval, L09 -052
The above short plat maybe ready for final approval, please review and if acceptable initial below.
Chief Olivas t. + O -- a�i e•$ j -�pr ,,s LA- a aA iz 4-tc.04-a.`'� aoc.,
Bob Giberson
Richard Takechi
TO:
Chief Olivas via Don Tomaso
Bob Giberson via Joanna Spe r
Richard Takechi, Finance
FROM: Brandon Miles, Senior Planner
DATE: March 30, 2012
RE: Final Short Plat Approval, L09 -052
The above short plat maybe ready for final approval, please review and if acceptable initial below.
Chief Olivas
Bob Giberson
Richard Takechi
X217 i�Gt�=�.
a)i-erI
go>
TO:
Chief Olivas via Don Tomaso
Bob Giberson via Joanna Spencer
Richard Takechi, Finance
FROM: Brandon Miles, Senior Planner
DATE: March 30, 2012
RE: Final Short Plat Approval, L09 -052
The above short plat maybe ready for final approval, please review and if acceptable initial below.
Chief Olivas
Bob Giberson
Richard Takechi
Brandon Miles
From: Brandon Miles
Sent: Wednesday, April 04, 2012 3:11 PM
To: Evergreen Contracting (evergreencontracting4 @msn.com)
Cc: Minnie Dhaliwal
Subject: FW: Rong Feng L
John-
•
am following up on this email, please let me know when the stumps are removed so that I can final the PW permits.
Also, I looked at the final approval map, and required items were not placed on the plat. These notes were called oqt in
the City's preliminary approval letter:
1. Legal Descriptions for the new lots are not provided; and „
2. A the following not was not provided, "Project to comply with Geotechnical Engineering Report, by Geotec
Consultants, datedeptember 8, 2009; and subsequent geotechnical reports.`` •';s
When do you think you will'be able to make these changes and get them to me?
Regards,
Brandon
From: Brandon Miles
Sent: Monday, April 02, 2012 4:20 PM
To: Evergreen Contracting (evergreencontracting4 @msn.com)
Subject: Rong Feng L
John-
I drove by the site today and noticed that the cottonwoods at the front of the driveway were down to stumps. Why
haven't these been removed?
Regards,
Brandon
Brandon J. Miles, Senior Planner
City of Tukwila
Department of Community Development
(206) 431 -3684
Brandon.Miles@Tukwilawa.gov
•
NEXT STEP MEMO
FILEJ09:052
FROM ,Bi'aiiClon Miles, Senior Planner
DATE.'" -Nay 31; 2012
•
Applicant was sent an email on May 31, 2012 asking for the following:
1. Provide signed copy of the final rt plat document; and
2. Cash assignment of $750.
Next step by City Staff:
1. Project has been reviewed by all Departments,.nextstep is to have Jack sign.
2. Make sure that addresses are on short plat document, if not handwrite on plan.
•
•
City of Tukwila
Jim Haggerton, Mayor.;;,
Department of Community Development
December 21, 2010
Ms. Melody Saucedo
Cramer NW, Inc
PO Box 158
Kent, WA 98035
RE: Extension Request
Rong -Feng Li Short Plat
Dear Ms. Saucedo:
Jack Pace, Director
The City received your letter dated November 29, 2010 requesting an extension of the
preliminary approval that was granted to the above short plat. The preliminary approval is
set to expire on January 14, 2011.; This letter constitutes the City's decision to extend the
preliminary approval of the short plat to January 14, 2012.
Please note that this is the only extension permitted under City Code. If the application
should expire you will have to submit a new short plat application. This letter is only
regarding the short plat application. If you need to request an extension for your outstanding
PW permit please contact Public Works at (206) 433 -0179.
If you have any questions regarding the short plat, please contact Brandon Miles by phone at
(206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us.
Nora Gierloff
Deputy Director
cc. File (L09 -052)
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665
j rapo5ai flub Qontrart
DON OLSON CONSTRUCTION, INC.
(253) 7350911 '' (253) 73$-0998 Fax
P.O. Box 930
Sumner, Washington 98390
Page 1 of 3
PROPOSAL SUBMITTED TO:
Skyline Properties Attn: fRean
PHONE:
425 -277 -1108
DATE:
12/9/2010
STREET:
FAX #:
.108 PHONE:
CITY, STATE AND ZIP CODE:
JOB LOCATION:
Rang-Fen, g Li Short Plat
ENGINEER/ARCHITECT:
Cramer Northwest, Inc
E -MAIL:
We hereby submit .specific
1. Erosion Control
A. 1 each Rock Entr nce Pad 10.X 25 .
B. 1 each Type I Cat h Basin Sock.
C. +1- 142 LF Silt Fer ce
D. 4 each Tree Proteption with orange safety fence & steel posts
tons and estimate for:
2. Clearing
A. 3 each Existing C tton Wood Trees Removed including dump fee
B. Miscellaneous Shr bs
3. Demolition .
A. 1 each 25 X 30 C er Patio with walls on two sides and'bricks
B. Up to 1,010 SF C ncrete Patio
C. Up to 55 LF Vertic I Curb
D. Up to 55 LF 1.5' B ick Wall
E. Up to 1,200 SF As halt Driveway
4. Storm
A. 1 each Type 11 48" Catch Basin on existing storm line
B. Up to 8 LF 6" PVC
C. Up to 10 tons Crused Rock BackfiIl
5. Sewer •
A. Up to 65 LF 4" PVC Sewer
B. Connect to Existin 6" Sewer Stub at Property Line with teach
6" X 4" Y &: Conne t existing house back to the sewer line
C. Up t� 14 tons Gray 1 Bedding
6. Water
A. Water Meter by W ter District
B. Install Water Line p to 50 feet
DOC. `r ,l t
rk,
L.S. 2,930.00
L.S. 3,905.00
L.S. 6,812.00
L.S. 2,251.00
L.S. 195.00
Total L.S. 16,093.00
Plus Sales Tax, Permits &. Bonds
•Terms: 112 down, balance due upon completion /
We accept Visa /MasterCard /American Express /Discover _./k.' (7
Customer
Signature X • --- -` "�
.`
DON OLSON CONSTRUCTION, INC.
TERMS AND CONDITIONS
1. ENTIRE AGREEMENT:
The contract, formed by Purchaser's acceptance of
this proposal prior to expiration, shall consist of all
documentation contained on both sides hereof and the
exhibits and riders, if any, attached hereto and form-
ing a part hereof. Purchaser may issue Don Olson
Construction,.fnc., 'a separate Purchase :Order, which
must include the following statement 'Subject to terms
and conditions of the proposal of Don Olson Construc-
tion, inc." No subsequent alteration of this.proposal
whatsoever shelf bei binding upon Seller unless agreed .
upon in writing by both Seller and Purchaser. Ail differ-
ent or additionalterres and conditions contained in Pur-
chaser's acceptance of this proposal are hereby
objected to and rejected by the Setter, and performance
thereafter by Seller Shall be •solely in accordance
herewith.
2. PROPOSAL ACCEPTANCE PERIOD:
The prices and terms quoted are firm, for a period of
twenty (20) days after the date of quotation appear -
ing on the reverse: hereof. Thereafter, said prices.
and terms are .subject to change by Seller.
• 3. PRICES:
Prices do not Include permits, street repair or state:
sates tax.
.4. EXCEPTIONS:
• No lawn, tree or shrub replacement :Not responsi-
ble for untocated dries, water; gas .electric, phone or
sprinkler systems.
5. TAXES:
All federal, state and focal taxes, assessments, fees,,
duties and charges; levied by reason of this Proposal
are in addition to the prices quoted iherein and shall
be paid by the Purchaser.
S. PERFORMANCE: •!
In the absence of a speciftc. performance date on the
reverse side hereof, Seller will commence performance
of this contract on a date and at a rate mutually agreed
upon by both Seiler and Purchaser, subject to alt other
terms and conditions; of this proposal.
7. CLAIMS:
At of the worts lobe completed in a substantial and.
workmaniike. manner according to standard practices
on a timely basis barring an act of God, tabor disputes,
unavailability of =lariats, or othercauses beyond the
control of the Contractor.
Page 2. of 3
8. CONDITIONS PRECEDENT TO SELLER'S
OBLIGATION TO PERFORM:
Any .and all credit terms of payment must he set forth
in this Contract. In the absence of any such credit
terms, the total amount ofthe Contract shall be paid in
advance. Purchaser agrees upon request to furnish.
Seller such information as is reasonably necessary
for Seiler to determine Purchasers financial condition.
9. TERMS OF PAYMENT:
Purchaser shall make all payments due hereunder
in lawful money of the United States and in accordance
with the terms hereof, without any right of retention and
without regard to any agreement Purchaser may have
with other parties. If any payment is riot received when
due, Seller may, at its option, essess an additional
Charge equal to one and one -hatf percent (1' /%) per
Month or proration thereof, to cover Setter's increased
costs, and, at Seller's option, upon notice to Purchaser,
cancel the portion of this Contract which remains to
be performed.
10. PAST DUE ACCOUNTS:
Should purchaser fail to ;pay when due arty amounts
payable 'to Seller under The terms of this Contract or
should Purchaser's financial condftion become im-
paired or unsatisfactory to Seller, Seller may, at its op-
tion, make written demand .upon Purchaser for.
(a) Immediate payment of ail.amounts then due and
owing to Seller under this Contract.
Payment in advance of future amounts to become
due under this Contract and/or
(c) Such other assurances as. Seller may deem
necessary to adequately assure Seller that Pur-
dieser' will perform its obligettons under this
Contract
(b)
If Seller has not received same within ten (10) days
of demand, Setter may suspend its performance of this
Contract, reasondble time not exceeding thirty (30)
days. Seiler may, at Its option, deem this Contract to
have been repudiated. by Purchaser, Purchaser further
agrees to pay Seller interest on all past due amounts
at the rate of eighteen percent (18e%) per annum, and
to pay Seller any and all collection fees, attorneys. fees,
and court costs incurred by Seller in enforcement of
this Contract and collecting any amounts due under
this Contract.
NOME TO CUSTOMER
This contractor Don C1: son Censlrnelion. Inc. is registered with Itre State of Washington Registrauce No. °ONOl.C116OJx. as a gemYaIiepec,eity contractor and net coated
wan me state a band or caen dgposir of Sb•OhOtS.e 000 for lne purpose 'el satistl s Gaups against :Ile contractor tot neg4rent 0r mlproper work or breach of contract in the
conduct cl the contractor's busingsa. The expiquon date of the contractor's registration is Iti Cf 11 . •rho bond or cash depoeit may not be sufficient to corer seen n.
rrhicn te+gnt ens° from the work done under your oonbact sr any supplier of me:Niels uses In your construction poled or any employee of th°.contractor or
subcontractor is sot paid by 1St rotro'adOr Or subcontractor on your lab. your reposing may on smog to force payment. I1.twh Wish addieome protooh m you may rogtteat the
xn eitnet°r to provide you with a ghnat 'lion release' documents from eact supplier or subconbootor nt your project. ThenonVactcr rs repotted to preMde you with further
Information about lien release docuetents ft you request It Grnerat information ie ats° avalabte freni gin Department of Labor and brat sstea.
Customer Initials;
• •
Project: Rong -Fen Li Short Plat Page 3 of 3
EXCLUSIONS
1, All permits. taxes, fees and bonds.
2. Soils testing and construction staking and DOE stormwater runoff monitoring.
3. Street lights, .street signs, pond and wetland plantings, plants, and tandscapi.ng. except what is stated herein.
4. No import or export atner than what is stated herein.
5. No rock excavation•, or abnormal dewatering pumping or treatment of runoff water (na Baker tank If required).
6. Conflicts with oowerpoles, water meters,. utilities and other objects to be removed by others prior to
construction. Removal of silt fence at end of the job is done on a time and material basis.
7. All hazardous materials to be removed by others prier to construction.
6. All demolition by others .unfess otherwise stated herein,
9. Prices based on non prevailing wage rates unless otherwise staled herein.
10 No monurnentatio• included. No asphalt striping included unless otherwise atated herein.
11. No catch:basin stencils unless otherwise stated herein.
12. Not responsible for building locations or elevations.
13. Any electrical connections:must be done by a certified electrician,, not responsibility of DOC.
14. Hydroseeding and straw covering as required to be billed time and material.
15 T V inspection of lines required to release bonds shaft be paid by the owner.
16. Asphalt prices good for 30 days unless noted herein.
17. Pricing does not include pothotfrig of existing utilities to determine grade conflicts:
Meteorite a of 3 rcfo sI Customer
The above prices, specifications and conditions are Signature:, \- '�
satisfactory:and are hereby accepted, together with
the special conditions attached hereto. Your signature
also acknowledges receipt of our 'notice to customer'
statement as attached.
Don Olsen Construction Inc. Authorized
fee
ee.
Don Olson .
r_ e
Signature.
Date: [ l•- -'
Customer c`�i
Signature:
•
Date: 7Z
Note; 1. This proposal may be withdrawn if not accepted within 30 days.
2. This proposal is subject to permanent material increasesafter 30 days.
• •
Cramer Northwest, Inc.
Surveyors *Planners *Engineers
November 29, 2010
City of Tukwila
Brandon Miles
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
Re: Extension Request for project #L09 -052, Rong -Feng Li Short Plat
Dear Brandon,
We are respectfully requesting an extension for the above mentioned project which will expire January 14, 2011.
We have been working with our clients to complete their Short Plat located on S 128th St. They are currently in the
process of selecting a contractor to complete the construction based on the Type C permit approved by Laurie
Werle.
If there are any questions, please feel free to call, me or Terry Wilson.
Thank you,
Melody Saucedo
P.O. Box 158, Kent WA 98035 (253) 852 -4880 Fax (253) 852 -4955
www.cramernw.com E -mail: cni @cramernw.com
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
October 14, 2010
Terry Wilson
Cramer NW
945 N. Centeral Ave. #104
Kent, WA 98032
RE: Rong -Feng Li Short Plat L09 -052
4066 S. 128th Street
Dear Mr. Wilson:
This letter is to inform you that the above land use application has been reassigned to me.
I can be reached via phone at (206) 431 -3684 or via email at bmiles @ci.tukwila.wa.us. I
look forward to working with you in the completion of your project. Please do not
hesitate to all me if I can be of any assistance.
Sin_cer
Bfan•on J. Miles
Senior Planner
cc. File
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
TO:
•
City of Tukwila
Department of Community Development
File Number
L09 -052
LAND USE PERMIT ROUTING FORM
B'ujldingi 01 Planning ❑ Public Works n Fire Dept. ❑ Police Dept.
Parks /Rec
Project: Rong -Feng Li Short Plat
Comments
prepared by:
Address: 4066 S 128th St.
APN 7340600687
Date 11 -16 -09
transmitted
Response
requested by
11 -30 -09
Staff��m
coordinator
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED
development regulations, including citations. Be specific in describing the types of changes you
want made to the plans. When referencing codes, please identify the actual requirement and
plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is
important to minimize significant later design changes. More than minimal design changes
require further Planning Commission review, even if alteration is required to satisfy a City
requirement. This further review is typically a minimum 60 -day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation)
MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the
method used to calculate the mitigation required. Calculations of project impacts and the
mitigation required (e.g., water capacity, road level of service analyses, or turning analyses)
may be required of the applicant.
COMMENTS
(Attach additional comment sheets and /or support materials as needed.)
Subdividing 1 lot into 2.
Plan check date: ��17,4 r
Comments
prepared by:
Update date:
p: routfrm 1. doc
01/29/98
•
City of Tukwila
Department of Community Development
File Number
L09 -052
LAND USE PERMIT ROUTING FORM
TO: n Building
Planning 0 Public Works XRelliept!)
Police Dept.
Parks /Rec
Project: Rong -Feng Li Short Plat
Comments
Address: 4066 S 128th St.
APN 7340600687
prepared by: '`M81
Date 11 -16 -09
transmitted
Response
requested by
11 -30 -09
Staff
coordinator
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED
development regulations, including citations. Be specific in describing the types of changes you
want made to the plans. When referencing codes, please identify the actual requirement and
plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is
important to minimize significant later design changes. More than minimal design changes
require further Planning Commission review, even if alteration is required to satisfy a City
requirement. This further review is typically a minimum 60 -day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation)
MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the
method used to calculate the mitigation required. Calculations of project impacts and the
mitigation required (e.g., water capacity, road level of service analyses, or turning analyses)
may be required of the applicant.
COMMENTS
(Attach additional comment sheets and /or support materials as needed.)
Subdividing 1 lot into 2.
\t C.o wwvA,s ,
Plan check date:
Comments
Update date:
1 Z.\ ZI bit
prepared by: '`M81
p: routfrm 1. doc
01/29/98
RECEI.VEO
City of Tukwila NOV 16 ZUUJ
Department of Community Development TUKWILA
PUBLIC WORKS
File Number
L09 -052
LAND USE PERMIT ROUTING FORM
TO: in Building 0 Planning XilifiritiliMacifik—sli 0 Fire Dept.
Police Dept. 0 Parks /Rec
Project: Rong -Feng Li Short Plat
Comments
prepared by:
Address: 4066 S 128th St.
APN 7340600687
Date 11 -16 -09
transmitted
Response
requested by
11 -30 -09
Staff
coordinator
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED
development regulations, including citations. Be specific in describing the types of changes you
want made to the plans. When referencing codes, please identify the actual requirement and
plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is
important to minimize significant later design changes. More than minimal design changes
require further Planning Commission review, even if alteration is required to satisfy a City
requirement. This further review is typically a minimum 60 -day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation)
MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the
method used to calculate the mitigation required. Calculations of project impacts and the
mitigation required (e.g., water capacity, road level of service analyses, or turning analyses)
may be required of the applicant.
COMMENTS
(Attach additional comment sheets and /or support materials as needed.)
Subdividing 1 lot into 2.
� f9E C.r , r,►l,1 AY 5ko PLAT higere flue. LIG (1).14k5
r24 0 in /241444r1S. 14orrit cu a i,fTs
Plan check date:
Comments
prepared by:
Update date: l i/ VIVO,
p:routfrml.doc
01/29/98
Page 1 of 1
DCD- Intern Intern - Fwd: Re: Rong -Feng Li - 2 Lot Short Plat at 4066 S. 128th
Street - L09 -052
From: David McPherson
To: DCD- Intern Intern
Date: 11/25/2009 9:14 AM
Subject: Fwd: Re: Rong -Feng Li - 2 Lot Short Plat at 4066 S. 128th Street - L09 -052
»> Alan Metzler 11/25/2009 7:55 AM »>
Dave-
Providing that the scale is accurate, the hydrant to the west is too far away. The hydrant to the southeast is
within the 250', so it would be ok unless the houses are placed at the very north of the lot which would make it
a little more dicey.
Thanks,
Al
»> David McPherson 11/24/2009 11:18 AM »>
Al,
Ref. the Rong -Feng Li - 2 Lot Short Plat at 4066 S. 128th Street - L09 -052.
My question is - do they need to install a new fire hydrant (or) are the existing fire hydrants adequate.
See attached for existing fire hydrant locations.
Thank you.
Dave
file: / /C:\ temp \XPGrp Wise \4BOCF57Dtuk- mail63 00 -po 1001376F7616A751 \GW } 00001.... 11/25/2009
MEMORANDUM
www.ci.tukwila.wa.us
Development Guidelines and Design and Construction Standards
TO: PLANNING DEPT. — Courtney Thomson, Planner
OHM
FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer
DATE: November 24, 2009
SUBJECT: Rong -Feng Li — 2 Lot Short Plat
4066 S. 128th Street
TL# 734060 -0687
Short Plat and Miscellaneous Comments
Short Plat — L09 -052
Public Works requirements are met for Preliminary Short Plat.
Prior to Final Short Plat, the following comments need to be addressed for Public Works.
1. Owner shall sign with Notary, a Private Sanitary Sewer Easement Agreement (within
the SW portion of proposed Lot 2, for the benefit of proposed Lot 1.) (Verify location
of existing Sanitary Side Sewer. May also be located across a portion of proposed Lot
1, which would affect the easement.) This document shall be recorded prior to
recording of the Final Short Plat Map, and the recording number be shown on the short
plat map. (See sample enclosed.)
2. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement.
A ement will be recorded at King County, after Mayor signs the document. (Submit
s' ed agreement at least ten (10) days prior to expected final short plat recording, as
ity must have time to process this document). (See enclosed).
. Owner /Applicant to complete Traffic Concurrency Certificate Application — see
enclosed.
4. Provide new Legal Descriptions on short plat map - to include, (together with) and/or
(subject to) easement(s), as applicable.
Page 1 of 2
Short Plat Survey SitePlan
1. Provide detail as written on sheet 2 of 2 — "PROPOSED SEWER ESMT. (SEE
DETAIL)."
2. Revise Short Plat Map sheets 1 thru 2 of 2, as needed.
3. Provide note on final short plat map — "Project to comply with Geotechnical
Engineering Report, by Geotech Consultants, dated September 8, 2009; and
subsequent geotechnical reports."
Short Plat Site Development Plan
1. The applicant shall apply for a Public Works (PW) type `C' permit (or) Building
Permit (D) for approval. A Street Use will be part of this permit and require bonding,
insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way.
2. Verify with Fire Department if new Fire Hydrant is required.
Miscellaneous Comments
1. All utilities including power are required to be underground, per City of Tukwila
ordinance.
2. Pavement mitigation fee applies to future Public Works Permit, if street pavement is
open cut. City does not allow pavement cuts in pavement that is three (3) years old or
newer, except by written approval form the Public Works Director. See Pavement
Mitigation Bulletin no. A3 — enclosed.
3. Transportation Impact Fee applies to the future Building Permit. See Pavement
Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed.
4. An infrastructure design and construction standard manual, is available at the Public
Works Department and on the City Web Site.
New catch basin to be installed within Public Right -of -Way, is to be part of a turnover
process and on City of Tukwila forms. Public Works will prepare forms as applicable,
for the Owner(s) signature.
6. Rockeries and/or retaining walls over 4 feet high and/or surcharged, will require a
separate Building Permit.
Page 2 of 2
•
City of Tukwila
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
NOTICE OF COMPLETE APPLICATION
November 16, 2009
Terry Wilson
Cramer NW
945 N. Central Ave #104
Kent, WA 98032
Subject: Rong Feng Li Short Plat, 4066 S 128th Street
L09 -052
Dear Mr. Wilson:
Your application for a 2 -lot Short Plat is considered complete on November 16, 2009 for the purposes of meeting
state mandated time requirements.
This determination of complete application does not preclude the ability of the City to require that you submit
additional plans or information, if in our estimation such information is necessary to ensure the project meets the
substantive requirements of the City or to complete the review process.
This notice of complete application applies only to the permits identified above. It is your responsibility to apply
for and obtain all necessary permits issued by other agencies.
Please feel free to contact me with any questions at (206) 431 -2164 or cthomson @ci.tukwila.wa.us.
Sincerely,
Courtney Thomson
Planning Intern
cc. L09 -052
CT Page 1 of 1 11/16/2009
W: \Users \Courtney \L Files \L09 - 052 \COMPLETE.DOC
6300 Soul/reenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206- 431 -3665
•
DCD- Intern Intern - Rong Feng Li Short Plat (L09 -052)- complete
Page 1 of 1
From:
To:
Date:
Subject:
Attachments:
DCD- Intern Intern
terry@cramernw.com
11/16/2009 10:26 AM
Rong Feng Li Short Plat (L09 -052)- complete
Hi Terry,
The above short plat application is considered complete as of today. See attached letter. Other departments
are currently reviewing the application. I will notify you once I receive their comments. In the meantime I
wanted to make you aware of a few items that will be needed prior to granting preliminary approval.
1. Please provide legal description for newly created lots.
2. Clarify Note 2 on Sheet 2 of the Survey, which reads 'This survey was performed without the benefit of a
current title report and therefore does not purport to show all easements, covenants, conditions or restriction, if
any." Please be aware that location, dimension and purpose of existing and proposed easements must be
shown on plat survey, and recording documents which identify the nature and extent of existing easements
must be provided.
3. Please provide total expected cut and fill for plat buildout.
I will resend the above comments when I compile comments from all of the departments, but I wanted to give
you some advanced notice.
Thank you,
Courtney
Courtney Thomson
Planning Intern
City of Tukwila
(206) 431 -2164 ext. 1676
cthomson @ci. tukwila.wa.us
file: / /C:\ temp \XPGrpWise \4B0128D 1 tuk- mail6300 -po 10013 76F76169C51 \GW } 00002.... 11/16/2009
�ar+� r T Auy-r. eM -1, f'1
`.V 1�L.I ViL� • 1 a a./ V.
is i' ortneast i,utn street. Suite 16
Bellevue, ` y'allii g on 9o005
025J 1:11Xk- .'.j 747-E5:31
to
Rong -Feng Li and Cheng En Wang
15432 —172nd Court S.E.
Renton, WA _98058
Subject: Transmittal Letter- Geotechnical Engineering Study
Proposed Short -Plat
4066 South 128th Street
. Tukwila, Washington •
September 08, 2009
JN 09185
Dear Mr. Li and Ms. Wang:
We are pleased to present this geotechnical engineering report for the proposed short plat of the
subject property in Tukwila. The scope of our services consisted of exploring site surface and
subsurface conditions, and then developing this report to provide 'recommendations for general
eartnwork and considerations Tor slopes, foundations, retaining walls, and temporary excavations.
• 1IL VVI, 112 VU' OLUC_a O i _ , G ✓r ✓ U_ n -7Unn . data::: June 13. 2002.
The attached report contains a discussion of the: study and our recommendations. Please contact
us it there are any questions regarding tnis repot. or for further assistance during the aesian ano
conSirueiiurt piia5e5 a ittis proje.U.
rr• (`ramor N W
vin grail
n nrin e. :..I
1Vli \I YI. Jy✓
— fV1alndy Saucerin
(;FOTF( :H (, :ONSIli, :TANTS, INC;
I. Y% j i �L
1 t;v i `r / 1•'
Marc R. McGinnis. N.E.
Principal .
GG(1TFC:H CONSUI TANTS INC.
GEOTECHNICAL !ENGINEERING STUDY
Proposed Short-Plat
4066 South 128th Street
Tukwila, Washington
This report presents the findings and recommendations of our geotechnical engineering study for.
the site of the proposed residential short, plat in Tukwila. We were provided; with a topographical
Site Survey prepared by Cramer Northwest and dated June 3, 2009.. Bases .on this plan, we
expect that the -existinn • property will he aivicied into two simile-family iotS: The existing home
t#4U66) wiii remain on Lot 2. the eastern or the two new iots; no development' or araaina are
exnecteri on this lot. Qn I or 1 the western lot, the existing detached Garage wiii be reniac o rn the
future by a new home. I ne design for this potentiai residence is not Currentiy comoiete. out we
if the prune nt the nrniAnt nhanaes from what we have described above, we should ne orovlde.d
with revised clans in order to determine if modifications to the recommendations and conclusions•:or.
.. ..J
.... .. ....... .....
2:;:77:77;:,:23
i ne Vicinity Map. date 1, illustrates the general location of the site. The subject property is an
irregularly - shaped lot situated on the northwest corner of the intersection of South 128" Street and
tvarariam Roar) Smith The snrithem nrnhert+r hnr inrla.ry adjoins the South 12Rt1 Street rinht -of- .
way. wnlie the r:3.nglPQ eastern boundary abuts the Sound Transit ridnt -or -way; which contains the
new eievateo tracks for the iignt rail system connecting Seethe and Jed l ec. rsebiuentlei properties
are situated to the west and north or this properly. -
At the time of nt Ir field 1A/nrk, the Crw i-nntAinefi trP. AXi$tinri resir1P--nre on the southeastern nnrtinn•
and a detacned garage in the center of the western portion of the property. The driveway enters .
+ha nrnnerty at the cm UthAVPCt corner and Pxteniis ainnn the western Price to thre rietacheri nararP_
Thp remainder nt the site was covered with crass and iandscaeina. and contained scattered trees.
T he around surface on tne site. and the surrourdind properties to the north. west and soutn. slopes
nentiv to mnriereteiv r_inwn tntnrarrt trtP Pact- T n°re are gnrne cnnrt stens within the cite rfl(lnciaries
that were created in the past by landscaping with smaii retaining wals. To tne east. the around
ginnpe sreeoly rinvwn to niiar.arham Rnali tinutn, This stone has a fP.Ir1fT nt 1li to "ill TAM. IT IS
readily apparent that this steep siope was creaied by past excavation to construct iviacadam koad
Sot ith• T hP siooe s Inrlinatlnn anti confnuration are not consistent with the a-irrni-lnflinn nafl-irai
topography. i here is an open ditch at the base of the siooe. vve did not observe any indications Or
rcrant instability no this clone. There erg a few rneril irn- cizeri trees and a smaii rockery at the ton
.^.7 tna cut sip that di50 do not Show Signs of recent slope movement.
'Inc? et 'het irf r•P t- rnriitinng were PYninrPrt by exf alratinri three tpct nits ?t thr'• aonrnrimt. Inr.atinns
snnwn no toe. ;;ite t oioravon Han. Plate . . 'Cur ex :Nor atron pro ram was nvcnn on tree Ornnnc =n
Rong -Feng Id and Cheng En Wang
September 08, 2009
JN 09185
Page2
construction,. anticipated subsurface-conditions and those encountered during exploration, and. the •
scope of work outlined in our proposal.
The test pits :were excavated.on.August 21, 2009 with a rubber- tracked excavator. A.geotechnical
engineer from our staff observed the excavation process, logged the test pits, • and obtained.
representative samples of the soil encountered. "Grab" samples of selected subsurface soil were .
collected from the backhoe bucket. The Test Pat•Loas are attached to this report as Plates 3 and 4,. •
Soil Conditions
Ina tr fee test nits were conducted within the boundaries of the proposed new lot, and
encountered generally simiiar soli conditions. The upper approximately 1.2 inches was
topsoil. beneath, .YYh I Vri was loose to medium-dense. silty sand .hat. ' contained rr vet and
• cobnies. • Dense to very dense sandstone was revealed at a depth of 2.6 to 5 feet in the
iiiree test pits. The dense s;r V3tcr V YGIs CICSeSt tV the ground sur ce „i trier two 4F1sz m
test nits (Test its 2 and 3i.
i ne rest nits did expose cobbles. Additionally. a large boulder that may be a aiaciai erratic
was visible at the ground surf G4G next 1.0 the existing detached
garage.
vroun onar roes
proun w_ter _. W_.. soils cbs ry d in test is cr on the ;.._ .,... o; :... sit
No \AI Vl111V VV CIIGI or Wet o.�i1b vJi:i'c. viJV�iv�ti1 in the test pits vi Lill tllV idly A•4 east. of iiiw anti,
The test pits were conducted at trie end of a ary summer and were left open Tor only a short
tim-. period !t possible that at ;_..st isolated seepage foe present o rcned rove the
time period. it 1� possible 11101 QL iG7aOt IOVIQI i.V AGC VCi \.1 C'i may VG'All CrbV`I IL vGl Vl il: Li above iiiG
dense soil anchor sandstone following extended wet weather.
free stratification lines on the logs represent the approximate boundaries between soil types at the
GA V! VrQt;V I locations. 'Ina actual transition teGIY een soli types may be: craduai . and su b 3urfaVV
conditions can vary between exploration iodations. ..Ina ne loo s provide specific subsurface information
.i.. a..t the locations te!_ted The relative inuis :u:e .... .,.-. .e:..!
pit iu.S are iruerpteuve uesciipiiurts based uri uie ouiluiuuris ouaeiveu uufiiiy exuavdiiun.
f ne compaction of test pit backfiii was not in the: scope of our services,,/ Loose soh will tnereiore be
IVVIIV +11 the area of me tel:t Vita. if this presents Li problem. the MC'•!okfiii � viii e d to ice removed
and replaced wan structural fill during construction.
:9i.*4. -4iu tNuHie viys
e�F-bt =icfir
T,-1i. r•. -.�T: -.._, ...T..,..- . :!. .. .. �.• ..� o.... nom. r.-.• »D -• .rie.!.. r— -�Ar. ...-
1 r%1.\ F:(. 1 !1 11 \I 1 .i A!V 1 H11V \ N ... 111I / /IANIT ( l_/!' 1 }! /R .1 I 1 If / r Iil\!I / t-1 Vi /iN(_7.\ 1'1 IfT I r'•1r 0-4 rli :ii— :71 l,. %� FI
riENERAL OVERVIEW ONLY. MORE S PEG! I -I; R EGO MME DA i IOIVs ANL) OONCLuslvivs .4Nt
!'i 1f1f 1 /111\I LI 1 %1\I I LJV VL %Id /! I /1f! 1F.V f IL ! FI % \• t.JI -V! Il.r 1 /,l flit V/I ,Tv NF+% VII\i!_• ( I11I ! i�%f \' FI_L/f IF.+ i \'1- t!-1 /-1% I 1
AFd!) T!-U FNT!RF nnn /IMFAlT
The test o4 is i;t_ii l!.1!iVLC+ -+ •III u!d Cn vt.•vocu new !vt cel\.vt+l i!ci c!.i wul7wiailt ildiiv "'e• oviio ciiii.i
sancstone within 5 feet.ot the existing around surface. `inese materials have a plan strenatn and
030 .ouur V,G LV OIAIJIJVI! CA IIL VY II,O!t ilii liI.i tAJi1I l 1 %JI 1 Y\.I I\IV11 GI IVNI Ia4Gt!VI IJ. 1 1V VI VI4!iiJ can iio441 on
the non - organic soils tnat unaeriie the toosoii. vve recommend that any below -grade floor slaps De
GE( TFt'.H.coNgi.!i.TANTS i1JC
Kona - &-eng L! and Chew En Wang
September Oa. 2009
09166
Page
underlain by a minimal underslab drainage syslem'intended'to intercept'any subsurface:waterahat
may bypass the perimeter footing drains. Such an underslab system should consist of at least •6
inches of free - draining gravel beneath the vapor retarder /vapor barrier, with perforated. PVC pipes
'
hi Hied in the nravel nn annrnximatP .15- to 2(l -foot nAnters. '
T; ere
are- no.- steep slopes within the • boundaries'•of the site. Under Section • 18.45.120 'of; the•:
"t uewila iviunicipai Code, the steep :slope site..io' the'• west: of the subject property would .meet• the •
t -
Criteiia i�t a (ria$S .S :�irr +Sirivc Area.. as it is over a 40 verGeili inclination. � twvcJcr. this slope has a'
. Height of under 2u feet and was creates by previous excavation for construction of-iviacaaam'toad,
South There ere no indications of recent instability on this manmade siooe. • considering - the
competent 'nature of the soils and .bedrock that•underiie .the Slope, any future slope ,movement
. would most. lii(P.iV i;i": confined to the near -surTa ge few feet of weathered soil or rocii. :The. potential
for deeper instability- affecting the dense soii or bedrock iS neanaibie.. •vve • recommena that an
unnisturbed buffer of at least .1u. feet be maintained from the top of the steer, .S;ODe:. No
araalna(eXCaVatiOn or filling) or clearing shouia accur'in"tnis buffer. AcidaienaiiV, a minimum 10 -toot
he maintained. p, a result no :new sTriiifrirees sntould r
• +r11�t t`{+? 1 °iiiiS =r tiiSt�ii1C't +. -1
nor-Ism tnted within , 6-feet of the steep slope. tiased on the provided information. Lot 1 win be over
ref 7 -feet from the top of tne steep slope, and no new ceveioptment is planned on .Lot 2 'closer to me
slam: !His snoula satisfy the minimum buffer and building setback recommendations that we nave
t iitl:tt=:. i nt= .recommendations- presente=d in this report are intended to .prevent the development
from adversely affecting stability of the slope, and to protect the planned new development Trom
earearie cue TO octcniiai shallow instability on trip slope.
1 rip RCAF,' t neatn the site have a 'nigh slit content and a low De meacliity. uonsiae, 1" trips. ai lc tne
presence of deveioped properties next to the site. the use of on -site infiltration or dispersion OT
ete:rewate: 'el:: net tee eeerepriete.
fined .. t.. ^
i iiP'St) •tllr!ir lirh viii r.riTie?rti al"r.i iitr?- Cr.tntr_.r.t (llatiil"Sritiitritrt. tiled [ln- `tttr, art= lint tii.iit'slair =l if7r re es
structural till under -foundations. These soils =lid be recomoacted tor till under slabs and behind
v ails lit C+r'v conditions. provider; They are not allowed to become overly -wet Wilde they are
temporarily Stockpiled. This mail • depend on the conditions encountered during construction.
F:= %on"n' +ehdatlonS for C.:rh'r ^vaCtiOh of fillu in different structural areas are DrcSEhtcc later in Ti115
report.
storm detention /retention far lilies and other tl" iiities are often installed below. nr near. structures.
"l he •iv';11s of storm vaties must be designed his either cantilever or restrained retaining, wails. as
appropriate. Wail pressures for the expected soli conditions are presentee in the permanent
Brill i eaten end retaining is section of this report. It is important that the portion of me structure
above me permanent detained water ievei be backfliied with free - graining soil. as recommended for
retaining 'vua11 >. Sham' drainage not be Dr Oviccta. the wads must be designee for rrvcr ostatic forces
acting on tne outside of the structure. the backriii for ail underground structures must be
comcccze>j in ail is -according to the criteria in hI report. t. i r enchc for undercirounc.i eireeiuree and
utilities should not cross a line extending downwards from a new or eXisiitly 1uounq al. are inuilri uiurl
OT it iorz0fl Iafl el ilc U). or a i fie extending downwards 'Twin a t;u. vrty nn Ut L41 i. lifV111 /C+11Vri u;
'i :'l ire v i. vve snouia be consulted if these excavation zones wiii be eXCeedeu for insti iiiaiiori of
atone: far iiit!es or r-rihNr
i1ii =+ s= rrrl�itlf —i rnr=etrrrl ri/ewisiire\ ito ?I.lr''..L.1 iir.iiii+r;; ii e Site cie eiOiliilent yuiri i ene. rti nasviIV on me
weather renditions tr t are encountered. vVe :anticipate that a silt fence will oe fleeced around tne
rirlwn,7,10ile sidAs nt Any i-i rt✓e dress. 1'i )i:kr. d construction access roans siroold he extended into
the site to reduce the amount of soil or mud tracked off the property by trucks and equipment.
r?.F.nTFri- rordstir.TANTC IN('•.
Rong -Feng Li and Cheng En Wang
September 08, 2009
JN 09185
Page 4
Wherever•:.possible;.•these. roads 'should follow the alignment of planned pavements, . and trucks
should not be allowed to drive off..of the rock - covered areas. Cut slopesand soil. stbckpiles•.should
• be covered. with plastic during wet weather. Following rough grading; it.may be.necessary to mulch.. •
or hydroseed bare areas that will.not be immediately covered with landscaping or -an imperviniic •
surface. As with any project, additional erosion control measures may need to be implemented to
aNi7racc toe. rnnhttinns encountered Ntlrino,00rion7rtion.
• T hP. drainage anriinr w iternroc fine recommendations nre...sentP.rl in this report are, intenders nniv. to
prevent active c°cal°ria rpm fiowinn Ihrougn'coicrete waiis orsiabs, Even in the .aosence oT aC :Eve
seepage Into and beneath Strtjrtures: water vapor ban migrate. through walls, sleds. anrt floors from
the surrounding sou, an?~ can even b7e transmitted from siaos • ano foundation .':'ails .ouie-to the. ..
concrete curing. on-mess. Water vapor aisn results from ncaunant uses. Such as rnoicinr, and
oatrli -r. • Excessive water vapor trapped within structures ..can result• in a variety 'of- undesirable •
conditions. incluaina,. but not .iimired to moisture problems with flooring systems. exceSSiveiv moist .
air within occupied :a,e . , ana•tne growth of molds, fungi, and ether bioiogical' organisms that may.
ne nermfui to the health of the odr.l.ipants. The designer or architect mist consider the nniential
vapor sources and iikely occupant • uses. ''anti provide sufficient :Venliiation, .eitner passive .or
V; -:i+��∎∎ /F+ v,r .NI1111;1 ■/ 11•411E 1F+i1 01'14' •
`,Evee recommend inriiirnnrt this report, in its entirety, in the project contract rc)cuments. This rer,ort
snouio also b' e provided to any suture property o .inera so trey ;:lift be aware or our Tinaings and
11VM1M MI provided any V N VMV1 • be aware of V111� M M
recorrirrienciaiioris.
,s !r /+/1Ai .ifFpli Ti(i .
in accordance with 'Table 1613.5.2 of the 2006 international Building Code iiBC'. the Site ripe'
within 100 feet of Inc around surface is 'best reoresenteo by Site Class i vpe Li ;very uense Soli
and Soft Kock): The soils that wiii suonort i;he new structure are not susceotihie to seismic
iiauesaC'ion, due to their dense nature and the iacic of a 'near - surface water tale. notes in the
tiSGS wehsitP_. the mapped spectral acccieraiion value for a 0.2 second (S.,1 and 1.0 se_c:onri
erica r� : enuais 1.48d and 0.eitd, racn,^,rstiveiy.
F h . nrnnr ri stn;rtlara ran h.e si lnhortah on conventional onntinuo) is and 'preen tnntinris hc?arinri
on undisturbed, meoiurn_dcnse to dense, native soii or sandstone. vve recommend that continuous
and individual spread footings have minimum widths of 12 and 15 inches. resoectiveiv. Exterior
rviin -s sh uio no mac zit teas; :iV inche.s ,r„e.ic.lrj the io':desl ar-.'ia-e -; finish r','rot:_ri
si irtare.. for nrntectinn arafnst trust and ernsior , The he iorai buJilding motes shoi.Ilri he reviewers to
.r.•ei eri'l'ne it different Tooting widths or en1Dedment debts are rte`auirea. :i- ooting s auoarwri .s must
111 1.y �- -
. he cleaner of icOSP, or disturbed soiiirorK orior t0 pouring concrete, 1.1e_neniinn upon site and
• ena:inrlenl constraints. Iris rear ref uire removing the disturr8d scii Dv nano.
aiiowarjie Dear -i-- pressure of 2,A00 rounds r er 'guar e foot insTi l$ mooroonate for Teotinns
siinr'TTP_ri on rcmneieni native soli. A one-third Increase in this ae_sign deannc pressure(') may he
eo : ":hen cons oeri - snort - erm wind or se!si? lO logos. For inc above aesion cri ens it ...
intirinated that the total nnst- r;nnsTri)Ciifi i settlement of iootings founded on rmmnetent native soli.
Will :e less man one inn. ::':II ^, differential ssttilemenis on the order or one auw per incn in a
distance of 2b feet aiL d a continuous Tooting with a uniform i au.
?t:OTr..r:'ri ^.n4a.)1.TAN, , No.
Rnng -Flynn l.i and Chang Fn Wang
September 08, 2009
JN 09185
Page 5
• .. • ',Lateral Toads due to wind or seismic forces' may •be.resisted by friction between the. foundation•:and .•
• . • .the 'bearing soil, or.by•passive earth pressure acting. on the vertical; embedded 'portions. of the
foundation. For the latter•.condition, the foundation must be either poured directlyagainst relatively . :. • •
revel. unaisturbed'.soii or be surrounded by level structural fill. We recommend using the following... •. •
1 Iliirylnin rn: infi firm c r cin6strI lr'. A t.1 k ter,71 In ?rrinn•
ji
Coefficient of Friction! • 0.40
it•
t; Passive cart Pressure
li
pressure is Gompuieti (!5!liij [[le t quivcAien ii i# (io/11;ity. •
300 per li
L t - . t d "Inn n. or sloping; 1 _, .. "''1• lr1••
?, 1•"!% �.:?1lrn�'_i tr i'S��•'J• �i.r ,,tF_rY}t�i3i• ✓: la loose iii l.ihe5 passive F321;.1 U'tFi: >asirCi �!'c;rt = �Si,.�7•� -� ...
•n!_ _ __ 1 _ taint s_a.. factor i at least d r for a1-._ foundation's
i'}(i ;r. fUUlULJr i-. 'vex -recommend ii:d;I1 duilr� cl safety ldL.tur .. a:ICCt'L I.J for the Ivullueuvl:a
•..a__..., a. t..&._ «,1 1., ...J:..•« ...t....• • •n :.. at.n L..,. ... r rll:««•nJ•r. r.lr rn
....... .. .. .. ..
IGG117LQIIlIG YVIINII LAJllly to LAIai111CaaV I1 /i.1 �.iJ.
PFRMfNFNT FruINnATi 7N aNI) R1TQININI . Wdi 1 S
. ..r nni.' nn na i.0 h nn :n nisi
...............11.. i......1.«rnn.+ ,, 1 , rn . -. ...
A 1.rn... .. Nn hrnl /. 1YN M 11rr.n
imposed by the soli they retain. The following recornr'rrend d pa,ameLers art; lui walls Lhdi restr ail!
[CVO! UaLd\1I11.
-.PARAMETER
Active Earth Pressure*
Da c.givo =nr+In '>roc!^.l fro
V.ALUE,.:;.
Coefficient of Friction
v7..111 Vl,lt YVGiy:,L
-40 pef
4llfl +f
�rne�
0.40
1 vv Lrv1
rill•.: c. Llj l.•ia 1. N'•+uiiva j+c'i uu.rlu 1 va, u:Lu s::.;
passive earn pressures are computed using the equivalent nuid
pressures.
* For rnetrelneri anal! that cannot dnflewt at. !seat n•f1117 times its
••• .._ - ••• .. -
vi utc nipli Siliiui�l u6 duuisu iv MI ai,va oyWva�oliL uaiiu
rirpsci ire,
Urriy, sucrr d5 cunveuLIuIldi wails CU(ISUU:ied ur ICIlUIUi ueki UtJI ILA Cie ul irlaSOluy, Ui• ooldieI.1JIICi5• IL
:.. ....: n..nrr.r.rin:n to 11nn thn ""hr;Vn nn.•i� rre'.nni. Ir _ nnrr fn n
CI !gilt LA OUICI typ s JUL+II GO ICIIIIUIUCU eaial, lli00u141
placed in rrvrIL UI a ruialirrrly ul IoUiwduuil wail ollIy. I TIC Vd1Ueb 101 rli(illurl acid (JdbbIVE3 IC51�Ldl lla
at uiLimute vaiuc5 aiiu UU irLJt IiiLILlUC a JQICtjj lGGW L'V8 ivL'JiiI1f1 11U G Sd1 L IGLLU1 Lii GL ivg L
GEOTECH CONSULTANTS: INC.
Ronq -Fenq Li and Chenq En Wang
September 08, 2009
JN 09195
Page 6
1:5 for overturning and sliding; when using the above values to design the walls. Restrained
.soil parameters.should be. utilized'for.a distance of.i.5•times the wall height from-corners or bends...::: .•
in the walls.:. This is intended to reduce 'the: amount of cracking that can•'occur':where.:a .wall'.is::.
restrained by.a corner: .
. The design values given above do not include the effects of any hydrostatic pressures behind: the
walls and assume that no, surcharges, such as those caused by slopes, vehicles; or adjacent
foundations :will. be. exerted on the walls.. if these conditions exist, those pressures should be added
th the annvO.lateral soil nresjres Where sln ling backfili is desired behind •the wails; we will nRed :
to h a- r.iven the inrall Clirnancinns and the elpna of tha hackfill in nrrier to nrnvirle the annrnnriate . •
rl�cinn cr,rth r+.ccpitrec Tina c,■rrh2rn2 rlwww to fr2fr. Irtarlc hehinri .7 Iejall inn .whin &llv hn
accounteb for by adding a .uniform pressure equal to 2 feet muiti,7iiea by tne above active fluid;
density. •
wail i- resaures LUtie to Seismic force:
ine surcharge wail loads that could be imposed by the design earthquake can Ue'moueltra
by adding a uniform lateral pressure to the above- recommended active pressure. • fihe
recommended surcnarae pressure is ! h bounds per square foot l pst). where n IS the
design retention height of tne wail. using this increased pressure, ine safety 'factor against
siiOlfiu and oVerlur'rllriy oari be teuut,:eu to 1.2 101 fie ettidiysis.
rieavv construction eauioment should. not be operated behind retaining and foundation .wails within
a distance eauai to the height of a wait, unie:;s the wails are designed for the additional lateral
pressures resuiiirlu 110111 the el:.luiumel•i. Inc l waii uCsiUrl l;iiw:id assuil.IC UIdL the UdcK1111 wilt rte
weir- compacted in lifts no thicker than 12 inche3. The compaction of backtiii near tree wails sflould
be accomoiisnea with nand - operates equipment to prevent the wails from beiria•overioadea ov ine
nigher soii forces that occur during compaction.
IAr_II n -_i— 11 __r 11121_4.____- __t., -.,,
uacltiill placed behind retaining or tounization waifs should be - coarse, free-di-amino.
structural rill contatnina no organics. This b ekii i Should UUri gin no more than b pcicent silt
or clay particles and nave no gravel greater than 4 inches in diameter. T ne percentage Of
particles passing tne r io. 4 sieve should be between Lo anti 7.O percent. Tile native sons
and sandstone have a nigh Silt content, and are not Tree - draining. If these materials are cry
enouan to De adeauaiely compacted luf wail Uaukllii. a iIIiIiirliurri 1L-irtC 1 wiUiil of nee -
drainina gravel should be placed against the backilHeq retaining .'alts. Free-draining
cacKilil or aravei snouia be used for the entire width ui we bacithii where Seepage is
encountered.
I he purpose of these pacKfill requirements i5 to ensure that tne design criteria Tor a
retarnina waii are not exceeded because of a build -up of hydrostatic pressure oenind ine
wall, inc top 12 Io 18 inches of tne DarKrIII snouid consist of .a comoactea. relatively •
Impermeabie soil or topsoil. or the surface, eiiuuiK uC iiaveu. i lie Uruuriu jur abe rnUSL also
slope away from backfiiied wails to reduce he potential for 5ur7aue waier to percolate into
LI IC UL71i1�1111. •
it is critical that the waii Dackiiit oe placed in iirts and be properly corrloacted. in order for the
..L,.....,,.,rc,- ,,..,..,0.,.o . d rlen,ir,n a!�rFh r,raggi c .-oe in hp p ■∎••,1.�riq *o T i-ta panfinn nnflfiarl
RFC)TF(;I -I ('^NCI II TANTS INC;,
Rong -Feng Li and Cheng En rvang JN 09185
September 08, 2009 Page 7
General • Earthwork. and Structural Fill contains recommendations regarding ...the ;,.
placement and compaction of structural fill. behind retaining and .foundation• walls;• • :
The above recommendations are not intended to waterproof below -grade -.walls, or :to
prevent the formation of mold, mildew or fungi in interior spaces.. Over time, the...
performance of subsurface drainage systems• can degrade, subsurface groundwater flow-•..:
patterns can change, • and utilities can. break or. develop Teaks. Therefore, waterproofing
•should be'provided where future seepage:through the walls is notacceptable.Thistypically,
includes lirnitino cold - joints • and wail .Oenetratio.ins, and • using bentonite • panels'• or.
membranes' on the outside of the walls. ' There" are a variety of different •waterproofing
materials and systems, which should be installed by an experienced contractor familiar with
the anticipated construction and subsurface conditions. Applying a thin coat of asphalt
emulsion to the outside face of a wall is not considered waterproofing, and will only help to
reduce moisture. generated from water vapor or capillary action from seeping through the
concrete. As with any project, adequate ventilation of basement and crawi space areas is
important to prevent a build up of water vapor that is commonly transmitted through
concrete wails tr om • the surrounding soil. even when seepage is not present. This is
appropriate even when waterproofing is' applied to the outside of foundation• 'and retaining
wails. We recommend lend that you contact a specialty consultant if detaiiedi. recommendaiions
nr coerifinntinnc ralatarl to watarnrrofinrl ritAsirin nr minimi, inn th• nrtfanfipl for infacfpfinnc
of mnid anri miirvaw art? desireri_
Even where the exposed soiis appear dry, water vapor wiii tend to naturaiiv migrate upward through
[tie soil to the new ounsitucteci space dbuvd ii. liiis deri clllt:trl it ioistufe-sensiiive ioofinir, oeuse
imperfections or damage to the slab. or simply aiiow excessive water vapor into the space above
the slap. Air interior slabs -on -aide snouid be underlain by a capillary_ break or drainage iaver
consisting of a minimum 4 -inch thickness of gravel or crusnea rock .tnat has a fines content
wercent passing Inc No. 200 sieve) of iaSS than 3 percent and a sarid coritent (percent Gassing the
No. 4 sieve) of no more than 10 percent. This ,;:apiiiarV oreak drainage laver is not necessary it an
undersiao prat-lace system is installed (see General section).
AS noted by the American concrete institute iiA .i i in inc Guides for Concrete i-ioor and Slab
Structures. proper moisture protection is ciesirabie immediately below any. on -grade siab that will be
covered by tile, wood. carpet, impermeable Tioo coverings. or any moisture- sensitive equipment Or
products. Aui also notes that vapor retarders.::uch as 6-mil piastic sheeting. have been used. but
are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with
a oermeance of less than U. perms, as determined by E 9b. it's poSsiDie that concrete
admixtures may meet this specification. although the manufacturers of the admixtures snouio De
consulted. vvnere vapor retarders are used under siabs. their edges should overlap' by at least 6
inches and be sealed with adhesive tape. The .sheeting shouid extend tO the Touhoation wails Tor
maximum vapor protection. if no potential •for vapor passage through the slab is desired, a vapor
carrier snouid be used. A vapor barrier, as oefihed.ov ACi. is a product with a water transmission
rate of 0.01 perms. wnen tested in accordance with AS TM E 9 . Reinforced membranes having
scaiea overlaps can meet triis requirement.
\vA /� �..��.. .. .. •, ;.J 1L..t 1Lv cznt_...�1c.. t!-:c .�� ...�a.^...4I� ....:. .....I 1L.. .. ...,�. �..� ....._ i..���
issues and review recent Aul literature and AS - ivi E -1643 for installation auiaeilnes and guidance
on the use or the protecilonioiotter materiai.
l;Fr)TFr:H C (h Fil ii TANTti !Nf:
Rong -Feng Li and Cheng En Wang
September 08, 2009
JN 09185
Page 8
EXCAVATIONS AND SLOPES •
• - Excavation slopes should not exceed•the •Iirnits specified in local,..state,' and national government .
safety regulations.: Temporary= cuts to a -depth ..of ..about. 4. feet may be .attempted vertically ;:in• <• :7
. unsaturated soil,. if there•are no indications* of slope •iristability. However, vertical cuts should•not. be ;.: .
made near property 'boundaries,' or. existing utilities. and structures. Based upon Washington ..
Adminiistrative•'Code (WAC) :296; Part N, the: 'soil /rock at-the subject site Would generally "'be'.,•
• classified • as Type A. Therefore, temporary. cot slopes should not be excavated at an inclination .
steeper than 0.75:1 (Horizon tal:Vertical). extending continUOuSly between the top and the bottom of
• a cut Shoring may be needed for any temporary cuts extending within an imaginary -i:5:1i (H :V)..
?nne of Pxi$tir g structures. •
•
The above- recommended temporary slope inclination .is based on the Conditions exposed in our •
expiorations, and on what has been successful at other sites with similar soii conditions. it is
possible that variations in soil and groundvrater .conditions will r euuir a modifications • to the
inclination at which temporary• slopes can stand, Temporary cuts are those that wiii • remain.
unsupported for a relatively short duration to allow for the construction of foundations, retaining
waiis, or utlilues. Temporary cut siopes shouid be protected with plastic sheeting during wet
weather. It is also important that surface water be directed away from temporary slope cuts. The
cut slopes shouid aiso be backfiiied or retained as soon as possible to reduce the potential for
instability. Please note "that loose soil can cave suddenly and without warning. Excavation,
foundation; and utility contractors shouid be made especiaiiy aware of this potential danger. These
recommendations may need to be modified if the area near the potential
cuts has been disturbed in
the past by utility IIStaIiOtlLn, or IT settlement-sensitive uililt es are
itl1JGLNG :nearby.
rill permanent cuts into native soli shouid ;,e iriciinea no steeper than 2 :1 (rtv ). Water shouid not
be allowed to flow uncontrolled over the top of any temporary or permanent slope. All VGrtQfenjiv
exposed slopes shouid be seeded with an appropriate species of vegetation to reduce erosion and
irvV\Mn,I!\ fh r!+2 hllity of f'i'll e.11rfinl ?I I•« r hf Cnll
riRN4GE f C)NS!OERATiONS
Fr t.inriation drains should he .used where (1' crawl spaces or basements will be below a structure;
(2 stab below the outside de (!1 he outside grade does slope downward from
tr�Ll /a j1aV is below the VULJIUG UIr�QVG. at 1 Vp1 the VUTN71Vl/ gI.AIQVL does nGl JIGAJV downward V I�+t VI 11 G
bui�ding. Drains shouid also be placed at the base of all earth-retaining walls. These drains shouid
wj {� n! 1 h VV'1 �F'11 ,w rock and then iJ. Ir 1 in
be �UIIVunded by at least V I11Vf Ida of 1- i11V1i -I1 nus. VNaai,a,.1 rock and then YVIQVIJGbI 111 non-woven.
4aotexiiie iiiter fabric . iiViiraii 1= ;'ui', Supac 4N P, or similar rnaieriaii.: At its highest point, a
be j 6 below bottom /�• A n1AY. floor or the level -
Derto aced bide invert should be at least V ItlVllv`J belo he bottom of a slab IIooI oI the level of a
crawl space, and it should be sloped for drainage. Ail roof and surface water Grains must be kept
separate from the foundation drain. system. A typical footing drain detail is attached to this report
1,
^' _ 0.rerm verforr TI.T.pI :/.l rig rinr'.t.iwl - P1/1.. nine IC rPnnmmenn An. for. pn
pc 1•+IOYC ti. rnr the Hoof innv
�Ilnallrfara drain
As a minimum. a vapor retarder, as defined in the Siabs- on- Grade section, shouid ba provided in
1
any crawl aua,t.c area to limit the transmission of water vairOr from the UildcriVilid soils. Aiso. an
outlet drain is recommended for aii crawl spaces to prevent a buiid up of any water that may.
1.......r. £L.o i_..4.....
(FOTFC:H C:ONF.Iii..TANTS, iNG.
Rong -Feng Li and Cheng En vVang
. September 08, 2009
JN 09185
Page 9
The excavation *and site should be graded so that surface water is directed away from the.tops of .:.
slopes. Water should not be allowed to stand in• any area where foundations,• slabs,. or pavements;:
: are•to be constructed. Final site grading in areas adjacent to a building should slope away at least-
2 percent, except where the area is paved. •Surface drains should be provided.where necessary to
prevent ponding.of water behind foundation or retaining walls.
•
.• • GENERAL EARTHWORK AND STRUCTURAL FILL
• • All building:and :pavement. areas should. be stripped of surface vegetation;:-topsoil, organic soil; and :::: •
• .other deleterious material::It is important that existing. foundations and •slabs be -removed ..before
site development. The stripped or removed materials should not be mixed•with any materials to be
used as structural fill, but they could be used in non - structural areas, such .as.landscape beds. •
• Structural fill is defined as any. fill, including utility • backfiil, • placed under, or close• to; a building; •
behind permanent retaining. or foundation waii:3, or in other areas where the underiying soii needs
to support loads, All structural fill 'should be placed in horizontal lifts with .a. moisture' content at, .or.
. near; the optimum moisture content. The optimum moisture content is that moisture content.that •
• results in the greatest compacted dry density. The moisture content.of fill is very important and
must be cioseiy coniroiied durina the tonna and compaction process.
Any fills placed on sloping ground should be keyed into the dense, native soils. This is typically •
accomplished by placing and compacting the structural fill on level benches that are cut into the
competent soiis. The allowable thickness of the: fiii iifi wiii depend on the material type seiected, the .
compaction equipment used, and the number of passes made to compact the lift. The loose lift
thickness shouid not exceed 12 inches_ We recommend testing the fiii as it is piaced. if the fiii.is
not sufficiently compacted, it can be recompacted before another lift' is placed. This eliminates the
need . to remove the fiii to achieve the required compaction. The 'foiiowing tabie presents •
recommended relative compactions for structural fiii:
7-LOCATION-OE FILL--
Beneath slabs or
ii waikways
a Filled siopes and behind i 90o
ii retaining wails
ti 95% for upper 12 inches of
Beneath pavements suburada; 90% below that
ii level
percertoyes, �f the comp.ected drys deris!ty to the inamimiIm dry
density,. as determined in accordance wan AS t iVi lest
De4tialkhi 15Z.-7-Z1
The General section should be reviewed for considerations related to the reuse of on -site soils.
Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or
clay content of no more. than 5 percent. The percentage of particles passing the No. 200 sieve
should be measured from that portion of soil passing the three - quarter -inch sieve.
GEOTECH CONSULTANTS, INC.
Rong -Feng U and Cheng En Wang
September 08, 2009
JN 09185
Page 10
LIMITATIONS
The conclusions and.. recommendations •contained in this report are based on site conditions as, .
:they existed, at .the •time•.of our exploration and assume that.the soil•and groundwater :conditions
encountered in the test. pits are :representative. of subsurface. conditions on- the .site. If: •the •
subsurface conditions encountered during construction are significantly different from those • •
.. 'observed in our explorations, we•should be advised at once so.that we can review these conditions:
and.- reconsider our °recommendations where • necessary. • Unanticipated soil conditions:: are •
Commonly encountered On constriction Sites and cannot be fully anticipated by Merely.-taking soil .
samples in test pits. • .Subsurfaces: conditions can also vary between exploration' locations; Such • .
unexpected conditions frequently .require making additional .'expenditures to. attain a: properly
*constructed project. it is. recommended that the owner consider providing a contingency fund. to
• accommodate such potential extra costs and • risks. This is a standard recommendation for all •
proja
Nlv��.cis .
•
This report has been prepared for the exclusive use of Rong -Feng Li and Cheng En. Wang; and
their representatives, for specific .application to this project and site,: Our .conclusion• and
recommendations are professional opinions derived.:in accordance with current standards of
practice within the scope of our services and within budget and time constraints. No warranty is
expressed or implied. The scope of our services does not include services related to construction
safety precautions, and our recommendations are not intended to direct the contractor's methods,
ent-r0s1;ms, .c�ri,ences. or procedures, except as specifically described in our •report for
consideration in design. Our services also do not inciude assessing or minimizina• the potential for
hir ir)(lt(^;,i ha7,artis SIMil as mold. bacteria. mildew w and fungi in either the existing or pr oposaa Site •
development.
nmmonta1. gPPwit:F$
to Addition to reviewino iiie tins: pions. Caeotecn uonsuitants, inc. snouia De retainea to proviae
aeotechnicai consultation. testing, and observation services during construction. This is to confirm
;h .. si irisortarr conditions Ara consistent with those indicated by our exploration to evali late
whether earthwork and foundation construction activities comply with the aeneral intent of the
rAr:nrmin nrtat1rns nres rltiFid in ;hip. report, end to provide Si,ipdes ;inns for (1P..Sinn chan(A$ in me
AVAnt subsurface conditions differ from those anticipated prior . to the start of construction.
However our work wri_iirl not include MS SllnArvision or direction nt the acme; work of t"
contractor and its employees or agents. Also. job and site safety, and dimensional measurements.
v\;;;: L' ' '1' lrj iii ! !L' lily i•/I
i �i;rind the construction phase. we Jviii proviale aeotecnnicai observaton ana testing services wnen
requested by you or your representatives: Please be aware that we can only document site work
we aµileil'J aoserve. it iS stiii the resoonsiniiity nt your contractor or on -site construction team to
verify that our recommendations are being foiiowed. whether we are present at the site or not.
r.FOTF('H mws I11 TANTS
Rong -Feng U and Cheng Wang
September 08, 2009
The following plates.are attached to complete this report:
*Plate 1
Plate 2
Plates 3 - 4
Plate 5
'Vicinity:Map
Site Exploration Plan.
Test Pit Logs . •
.Typical Footing Drain Detail
•
JN 09185
Page 11
•
We appreciate :the opportunity .to be of. service on this project.. If you have any questions; or if.we:
may be of further_ service, please do not hesitate to contact us:
• MRM: jyb
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
Marc R. McGinnis, P.E:
•Principal •
GEOTECH CONSULTANTS, INC.
.-s 6•
1:;1.
GEOTECH
CONSULTANTS, INC.
°'A 'Ta .- '�
w--i ._ :. r Ili •'Q 14 "h-- r:�e''•.❑
(Source: King CoQntyAsses r 2004)
VICIM i MAP
4066 South 128th Street
Tukwila, Washington
!Job N 09185 Sept 2009
Plate;
IPlato:7-1
2
Legend:
2 Approximate test pit location
—••—•. Approximate parcel boundary
Proposed Lot Line (approximate)
(Source: USGS 2007 Aerial Photograph)
SITE EXPLORATION PLAN
4066 South 128th Street
Tukwila, Washington
Job No: Date:
09185 I Sept 2009
TEST PIT 1
Description
Topsoil
Dark brown silty SAND, with gravel, rock, fine to .medium
Light brown to tan, silty SAND, with gravel, fine to. medium gravel, moist, loose
- becomes medium dense . '.
r;i
Brown.with gray mottling SANDSTONE, weathered, moist
- becomes less weathered,. dense to very dense
10
* Test Pit terminated at 7 feet on August 21, 2009.
* No groundwater seepage observed during excavation.
* No caving obsenied during excavation.
TEST PIT 2
Description
SM
10
Topsoil
Dark brown silty SAND, with gravel, rock, fine to medium grained , loose
Light brown to tan, silty SAND, with gravel and occasional cobbles, (rounded)
moist, medium dense
Weathered SANDSTONE, with cobbles, angular, medium -dense to dense
Light brown with gray - orange mottling, competent, weathered SANDSTONE,
-boist, dense
ecomes vew dense
* Test Pit terminated at 4.5 feet on August 21, 2009:
lc- No groundwater observed during excavation.
* No caving observed during excavation.
GEOTECH
CONSULTANTS, INC.
TEST PIT LOG
4066 South 128th Street
Tukwila, Washington
Job 'Sept Date:
09185 2009
Logged by: I pate: 3
TAJ
TEST PIT 3
faaas
EZI
Description
I opsoil
nark hrpwn silty SAN fins to medium grained
Light brown to tan, silty SAND, with gravel and occasional cobbles,: moist,
medium dense
Light brown with gray.. orange mottling, weathered SANDSTONE, dense
* Test Pit terminated at 3.5 feet on August 21, 2009.
* : Na groundwater observed during .excavation.
* . No caving observed during excavation.
TEST PIT LOG
4066 South .128th Street
Tukwila, Washington
!Job fDate: 1Loggedby: Iate:
09185 !Sept 2009 TAJ 4 1
. Slope backfill awayfrom
.foundation..' Provide surface
drains where necessary.
• Backfill
(See .text for
requirements)
Nonwoven Geotextile
Tightline. Roof Drain
(Do not connect to footing drain) •
•
• 'Washed Rock
(7/8 ".min. size)
4" min.
NOTES:
(1) In crawl spaces, provide an outlet drain to prevent buildup of water that
bypasses the perimeter footing drains.
(2) Refer to report text for additional drainage, waterproofing, and slab considerations.
„o :o °o :o: :o
0 0 0
oa000 :o:
eo oQ o e`�.O:
• • 0
•,_.. e• 0p0•.0 00o• :MO°Oo.p• a0o. o cO0• •o
e,o • 0.:a,00Q • D .d.;Q0 • ••0 00 o.�e oa
4” Perforated Hard PVC Pipe
(Invert at least 6 inches below
slab or crawl space. Slope to
drain to appropriate outfall.
Place holes downward.)
Vapor Retarder /Barrier and
Capillary Break/Drainage Layer
• (Refer to Report text)
FOOTING DRAIN DETAIL
4066 South 128th Street
Tukwila, Washington
Job No: I Date:
09185 I Sept 2009 I
IPlate:
5
•
GEOTECH
CONSULTANTS, INC.
Rong -Feng Li
c/o Cramer NW
945 North Central Street, Suite 104
Kent, Washington 98032
RECEIVED •
OCT 2 7 2009
13256 Northeast 20th Street, Suite 16
Bellevue, Washington 98005
(425) 747 -5618 FAX (425) 747 -8561
COMMUNITY
DEVELOPMENT
June 10, 2009
P -7809
Attention: Melody Saucedo or via email melody @cramernw.com
Hubbel Ongking via email hubbel @cramernw.com
Proposal: Geotechnical Engineering Study
Lot 1 of Proposed Short-Plat For Roig -Feng Li
4066 South 128th Street
Tukwila, Washington
Dear Melody Saucedo or Hubbel Ongking:
We appreciate the opportunity to provide this proposal for the new lot to be created by the
proposed short-plat of the Li property in Tukwila. Based on the provided Site Survey, we anticipate
that the existing property will be divided into two residential lots. The existing residence (#4066) will
remain on the eastern lot (Lot 2). The existing detached garage on the proposed western lot (Lot
1) will be removed and be replaced with a new :single- family home. The design and location for this
home have not yet been decided. However, we do expect that house will likely have a daylight
basement.
1. Geotechnical Engineering Study. We propose to explore the conditions on the proposed Lot
1 by excavating two to three test pits using a small tracked backhoe. This is the least expensive
way to explore the site and yet complete explorations that are deep enough for a potential
basement. These test pits would be excavated in existing yard or landscape areas and will be
backfilled upon completion. The ground surface over the test pits will be uneven and bare when we
are done. It will be necessary for us to cut they metal fence located on the southern portion of the
proposed lot in order to access that area with the backhoe. We will wire the fence back together
when the test pits are completed.
A geotechnical engineer from our firm will log and sample the test pits during excavation.
Recovered samples will be examined in our office, and selected laboratory tests may be conducted.
Following the completion of the field work, laboratory testing, and engineering analysis, we will
prepare a report that will include the following:
1. A discussion of site conditions.
2. The test pit logs and laboratory test results.
3. A site plan with exploration locations.
4. Foundation design criteria.
5. Earth pressures for retaining wall design.
GEOTECH CONSULTANTS, INC.
Cramer NW
June 10, 2009
6. Rockery considerations.
7. Subsurface drainage considerations.
8. Infiltration considerations.
9. Slope considerations.
10. Erosion control recommendations.
11. Earthwork placement and compaction guidelines.
P -7809
Page 2
Our fee for this phase of the work will be $2,400.00, including the backhoe subcontractor fees. We
request a retainer of $1,000.00 at the time of authorization in order to help defray the backhoe
subcontractor's cost, which we have to pay soon after the completion of the test pits. Our services
will be subject to the general conditions in the attached Fee Schedule and General Conditions. We
will use our professional judgment to adequately investigate the subsurface conditions of the site;
however, because of the nature of geotechnical investigations, we cannot guarantee that all
subsurface conditions of the site will be identified, and by accepting this proposal you assume the
risk that subsurface conditions on the site may vary from the conditions described in the
geotechnical investigation report.
We expect to complete our report summarizing this phase of the work in about three weeks after
receiving authorization from you to proceed. If needed, we will provide you with the results of our
investigation and our preliminary recommendations after completing site exploration work, but
before completing our report.
We will backfill test pit locations at the time of our site exploration; however, some settlement of the
backfill may occur after we leave the site. The fee quoted for this phase of the work does not
include future site visits for additional backfilling, nor does it include costs to restore any
landscaping.
2. Design and Construction Phases. Subsequent consultation and testing services during the
design and construction phases of your project will be charged on a time - and - materials basis in
accordance with the terms and conditions of our attached Fee Schedule and General Conditions.
Design services typically include a review of the geotechnical aspects of project plans, and working
with the architect, civil engineer, and structural engineer (your design team) to make sure their
plans adequately take into consideration our geotechnical recommendations. Construction
services typically include geotechnical observation and testing services during the construction
phase of the project.
Unless you otherwise notify us, your acceptance of this proposal will also authorize us to provide
geotechnical services to your design team as required during the design and construction phases
of, the project on a time - and - materials basis.
During the construction phase of the project, we can only document site work that we actually
observe. It will be your responsibility, or your contractor's responsibility, to timely notify us when the
contractor's work is ready to test or check whether the work conforms to our geotechnical
recommendations. We will use our professional judgment to observe and test your contractor's
work. Whether or not we observe or test the contractor's work, your contractor will be responsible
GEOTECH CONSULTANTS, INC.
Cramer NW
June 10, 2009
• •
P -7809
Page 3
to ensure that our recommendations are being followed, and we will not be responsible for the
contractor's failure to follow our recommendations or the project plans and specifications.
Please note that the scope of our services does not include services related to construction safety,
and our recommendations are not intended to direct the contractor's methods, techniques,
sequences, or procedures, except as specifically described in our geotechnical investigation report.
Our services also do not include detecting, investigating, or preventing the potential for biological
hazards, such as mold, bacteria, virus, mildew and fungi, or any of their byproducts, in either the
existing or proposed site development.
Please indicate, on the Statement of Acceptance, that you authorize us to proceed with the
above work in accordance with the terms of this proposal and the Fee Schedule and General
Conditions. Please carefully read the Liaihility Limitation terms in the Fee Schedule and
General Conditions. By accepting this proposal, you acknowledge that you have carefully
read and considered the Liability Limitation terms, and you specifically agree to the
limitation of our liability negotiated for our services for your project.
If You are not the owner of the property, please provide us with the owner's name, address,
and telephone number. This proposal is applicable for a period of 90 days from the date
prepared.
Please return one executed copy for our records, along with the legal description of the property. If
a site plan has not been given to us, please provide us with this plan or other information showing
property dimensions and development plans. If you can provide us with previous geotechnical
and /or environmental reports regarding this site, please do so as these may assist in our work. We
would also appreciate any available information regarding any existing on -site utilities, private or
public. As discussed in Section F of the Fee Schedule and General Conditions, our work would not
include repairing damage to inaccurately - located or undocumented utilities.
We look forward to working with you. If you have any questions regarding this proposal, please
contact us.
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
Marc R. McGinnis, P.
Principal
Enclosure: Fee Schedule and General Conditions
MRM: jyb
GEOTECH CONSULTANTS, INC.
Cramer NW
June 10, 2009
STATEMENT OF ACCEPTANCE
We /I hereby accept this PROPOSAL and the terms of the enclosed
FEE SCHEDULE AND GENERAL CONDITIONS:
P -7809
Page 4
SIGNATURE:
* *Note: The architect /engineer /real estate professional should not sign this agreement unless he /she
has express authority to sign the agreement on hie project owner or developer's behalf
PRINTED NAME:
DATE:
COMPANY NAME:
COMPANY PHONE: ( ) FAX: ( )
EMAIL
BILLING ADDRESS:
CITY: STATE: ZIP CODE:
Would you like our liability ( "Errors and Omissions ") limitation increased? YES NO
If you do not indicate Yes or No, the liability limitation will be equal to our fee. Refer to the Fee Schedule
and General Conditions.
IF YES, please circle the amount you would like it increased to: $50,000.00 or $1,000,000.00.
Please note that this liability limitation may be increased to $50,000.00 for an increase in our fee of the greater of
$200 or 10% of the project fee, or to $1,000,000.00 for an increase in our fee of $1,000.00, or 10 %, whichever is
greater.
* The higher liability limitation is $1 million, or the amount remaining of a $1 million annual claims aggregate,
whichever is less.
Are you the owner of the property? YES NO (IF NO, please provide this information
below)
PROPERTY OWNER:
PHONE NUMBER: ( )
FAX: ( )
ADDRESS:
CITY: STATE: ZIP CODE:
GEOTECH CONSULTANTS, INC.
CHICAGO TITLE INSURANCE COMPANY
701 FIFTH AVENUE, #2300, SEATTLE, WA 98104
Order No.: 001295512
Your No.: LI -WANG SHORT PLAT
CRAMER NORTHWEST
945 N. CENTRAL, #104
KENT, WASHINGTON 98032
ATTN: MELODY 1/1
• RECEIVED
OCT 2 7 2009
PROPERTY ADDRESS: WASHINGTON
EQ1ANIUNITY
NVELOPWENT
Enclosed are your materials on the above transaction. If you have any questions regarding these materials,
please contact us.
Thank you for this opportunity to serve you.
TITLE UNIT 6 TELEPHONE: (206) 628 -5610 FAX: (206) 628 -9717
TOLL FREE: (800) 627 -0530
DARYL SAVIDIS
DAVID P. CAMPBELL
KEITH EISENBREY
MIKE HARRIS
SENIOR TITLE OFFICER AND UNIT MANAGER
(E -MAIL: DARYL.SAVIDIS @CTT.COM)
SENIOR TITLE OFFICER
(E -MAIL: DAVID.CAMPBELL @CTT.COM)
TITLE OFFICER
(E -MAIL: KEITH.EISENBREY @CTT.COM)
11TLE OFFICER
(E -MAIL: MICHAEL.HARRIS @CIT.COM)
***RECORDING ALERTS * * *
EFFECTIVE JULY 27, 2009 THERE WILL BE A $20 PER DOCUMENT
INCREASE IN RECORDING FEES.
THE KING COUNTY RECORDER'S OFFICE WILL BE CLOSED ON MONDAY,
OCTOBER 12, 2009.
THE KING COUNTY RECORDER'S OFFICE WILL ALSO BE CLOSED
WEDNESDAY, THURSDAY AND FRIDAY,
NOVEMBER 25, 26 & 27, 2009. PLEASE PLAN ACCORDINGLY.
TITLET1S /RDA /0999
11CAGO TITLE INSURANCE COMPA' ;...
• 3400 COLUMB IA CENTER, 701 5TH AVE •
SEATTLE, WA 98104
Order No.: 1295512
SHORT PLAT CERTIFICATE
Certificate for Filing Proposed Short Plat
In the matter of the short plat submitted for your approval, this Company has examined the records of the
County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the
United States Courts holding terms in said County, and from such examination hereby certifies that the title to
the following described land situate in said KING County, to -wit:
SEE SCHEDULE A (NEXT PAGE)
VESTED IN:
CHENG E. WANG AND RONG -FENG LI, HUSBAND AND WIFE
EXCEPTIONS:
SEE SCHEDULE B ATTACHED
CHARGE: $200.00
TAX: $ 19.00
Records examined to October 7, 2009 at 8:00 A.M.
By
CHI
E INSURA,D;C$COMPANY
DARY SAVIDIS
Title fficer
(206 628 -5610
7Z' 7CEIVED
OCT 2 7 20091
:uMMUl�aNi�!�
.DEVeLStpa!�9T
SHPIATA /12-5-90 /EK
',ICAGO TITLE INSURANCE COMPA'
• •
SHORT PLAT CERTIFICATE
SCHEDULE A
(Continued)
Order No.: 1295512
LEGAL DESCRIPTION
THAT POTION OF TRACT 46, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 46, 424.4 FEET SOUTH OF THE
NORTHWEST CORNER THEREOF;
THENCE EAST AT RIGHT ANGLES TO SAID WEST LINE, 200 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING EAST ALONG SAID LINE 143.75 FEET, MORE OR LESS, TO THE EAST
LINE OF SAID TRACT 46;
THENCE SOUTHERLY ALONG SAID EAST LINE, TO THE SOUTHEAST CORNER OF SAID TRACT;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID TRACT TO AN INTERSECTION WITH A
LINE PARALLEL WITH AND 200 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE
WESTERLY LINE OF SAID TRACT 46;
THENCE NORTH ALONG SAID PARALLEL LINE, TO THE TRUE POINT OF BEGINNING;
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF WASHINGTON FOR PRIMARY
STATE HIGHWAY NUMBER 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, UNDER KING
COUNTY SUPERIOR COURT CAUSE NUMBER 647372.
CHICAGO TITLE INSURANCE COMPANY
CHICAGO TITLE INSURANCE COMPANY
Order No.: 1295512
SHORT PLAT CERTIFICATE
SCHEDULE B
This certificate does not insure against loss or damage by reason of the following exceptions:
GENERAL EXCEPTIONS:
A. 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 for
value of record the estate or interest or mortgage thereon covered by this Commitment.
B. Rights or claims of parties in possession not shown by the public records.
C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an
accurate survey and inspection of the premises.
D. Easements or claims of easements not shown by the public records.
E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or
for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by
the public records.
F. Liens under the Workmen's Compensation Act not shown by the public records.
G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity
or garbage removal.
H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in
the same becoming a lien.
I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof;
Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes.
J. Water rights, claims, or title to water.
K. THIS REPORT IS ISSUED AND ACCEPTED UPC)N THE UNDERSTANDING THAT THE LIABILITY
OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00).
SHPIAT8 /031694/mc
CHICAGO TITLE INSURANCE COMPANY
ICAGO TITLE INSURANCE COMPA"
•
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
Order No.: 1295512
EXCEPTIONS
A 1. CONDEMNATION OF ACCESS TO STATE HIGHWAY NUMBER 1 AND OF LIGHT, VIEW AND
AIR BY KING COUNTY DECREE TO THE STATE OF WASHINGTON:
SUPERIOR COURT CAUSE NUMBER:
647372
2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE - IMPROVEMENTS:
GENERAL & SPECIAL TAXES:
2009
734060 - 0687 -01
2413
$ 137,000.00
$ 139,000.00
BILLED: $ 2,934.10
PAID: $ 0.00
UNPAID: $ 2,934.10
c 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
TRUSTEE:
BENEFICIARY:
AMOUNT:
DATED:
RECORDED:
RECORDING NUMBER:
LOAN NUMBER:
CHENG E. WANG AND RONG -FENG LI, HUSBAND
AND WIFE
PRLAP, INC.
BANK OF AMERICA, N.A.
$ 240,000.00
JULY 13, 2007
JULY 16, 2007
20070716002054
3307754196
THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE
SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER
OF THE INDEBTEDNESS SECURED.
n 4. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION
PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS. THE PARTIES
RECEIVING THIS CERTIFICATE MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE
DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS.
NOTE 1:
EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE
CHICAGO TITLE INSURANCE COMPANY
TICAGO TITLE INSURANCE COMPK
•
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
• Order No.: 1295512
EXCEPTIONS
BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING
REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY
RECORDER OR IMPOSITION OF A $50.00 SURCHARGE.
FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY
RECORDER'S OFFICE WEBSITE AT WWW.METROKC.GOV /RECELEC /RECORDS AND SELECT
ONLINE FORMS AND DOCUMENT STANDARDS.
THE FOLLOWING MAY BE USED AS AN ABBREVIATED. LEGAL DESCRIPTION ON THE
DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04.
SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE
LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT:
PORTION OF TRACT 46, VOLUME 10 OF PLATS, PAGE 74.
END OF SCHEDULE B
SHPIATB3 /12.12.90/EK
CHICAGO TITLE INSURANCE COMPANY
CHICAGO TIT INSURANCE COMPANY
701 FIFTH AVENUE, #2300, SEATTLE, WA 98104
1 Is f
PHONE: (206)628 -5610
FAX: (206)628 -9717
IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with
reference to streets and other land. No liability is assumed by reason of reliance hereon.
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AFTER RECORDING MAIL TO:
Cheng E. Wang and Rong -Feng Li
4066 South 128th Street
Tukwila, Washington 98168
Filed for Record at Request of Ticor Title Compan!
THE GRANTOR(S)
Edward ✓Wakfock, Personal Representative of the estate of William Joseph Waldock, deceased
HUH
20070716002053
TICOR NATIONAL ND
07/18/200 P G 001 OF 002
KING COUNTY, Up
001
002053
33.00
2007
E2298464
07/18/2007 15:38
KING COUNTY, uq
3as.00
53 ,000 ;0e PRGEe01 OF 001
STATUTORY WARRANTY DEED 'jICO.TAE
3gg5 z�2'E
for and in consideration of ten dollars and other good and valuable consideration In hand paid, conveys,
and warrants to
Cheng E. Wang and Rong -Feng U, husband and wife
the following described real estate, situated in the County of King, State of Washington:
That portion of Tract 48, Riverside Interurban Tracts, according to the plat thereof recorded in
Volume 10 of Plats, page 74, in King County, Washington, .described as follows:
Beginning at a point on the west line of said Tract 46, 424.4 feet south of the northwest comer
thereof,
thence east at right angles to said west line, 200 feet to the TRUE POINT OF BEGINNING;
thence continuing east along said line 143.75 feet, more or Tess, to the east line of said Tract 48;
thence southerly along said east line, to the southeast corner of said Tract;
thence westerly along the southerly line of said Tract to an intersection with a rme parallel with and
200 feet easterly, measured at right angles, from the westerly line of said Tract 48;
thence north along said parallel line, to the TRUE POINT OF BEGINNING;
EXCEPT that portion thereof condemned by the State of Washington for Primary State Highway
Number 1, Foster Interchange to South 118th Street, under King County, Superior Court Cause
Number 647372.
Subject to easements, covenants, conditions and restrictions shown on Exhibit "A" as hereto attached and
by this reference made a part hereof.
Assessor's Property Tax ParcelfAccount Number. 734060 - 0607 -01
Dated: July 11, 2007
William Joseph Waidock Estate
BY: it,IA i A ! /7 ,(.
Edward A. Waldock, Personal Rep.
STATE OF Washington
COUNTY OF King
MARILYN K: BROWN
NOTARY PUBLIC
STATE OF WASHINGTON
CCMMISsION EXPIRES
^Y 30 2008
I certify that I know or have satisfactory evidence that Edward J. Waldock is a person(s)who appeared
before me and said person(s) acknowledged that he/she signed this instrument , on oath stated that
he/she was authorized to execute the Instrument and acknowledged it as the personal representative of
the estate of William Joseph Waldock to be free and voluntary act such party for the uses and purposes
me_•ned In the Instrum
seal, this the lid Day of skO7
MARILY
My Commission Expires:
Escrow No.: 0390.522 -E
LPB-10 7/97
Jraer: Non -urder search uoc: ICl,:tu0/ 2u010iI600205
rage i of 2 Creates rty: Dloeder Pnntea: iuJi'Jiu09 1:53:07 AM Fs I
EXHIBIT "A"
1. CONDEMNATION OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR
BY DECREE TO STATE OF WASHINGTON:
ENTERED IN KING COUNTY: January 31, 1991
SUPERIOR COURT NUMBER: 9101311110
ALTA Commitment
Schedule C
Order: Non -Oraer Search voc: KC:2u0i t00i0716IIu[0
Public Record
Page 2 of 2
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•
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SPECIAL EXCEPTION NUMBER
THIS EXCEPTION IS A RESULT OF COURT ACTION. A
FULL COPY OF THE DECREE IS NOT AVAILABLE IN
OUR RECORDS BUT HAS BEEN ORDERED FROM THE
COURT AND WILL FOLLOW UPON RECEIPT.
20070716002054
Return To: FL9- 700 -05 -22
JACKSONVILLE POST CLOSING
BANK OF AMERICA
9000 SOUTHSIDE BLVD.
BLDG 700, FILE RECEIPT DEPT.
JACKSONVILLE, FL 32256
Assessor's Parcel or Account Number: 734060-0687.01
Abbreviated Legal Description: Pfn 777z2 , r5, de 42;711evu rbaif
(include lot, block and plat or section, township and range) Full legal description located on page THREE
Trustee: PRLAP , I NC .
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20070716002
TICOR NATIONAL OT 47.00
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KING COUNTY, UA
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[Space Above This Line For Recording Data]
TICORT1111 DEED OF TRUST
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LOAN #3307754196
DEFINITIONS
Words used in multiple sections of this document are defined below and other words are defined
in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this
document are also provided in Section 16.
(A) "Security Instrument" means this document, which is dated JULY 13, 2007
together with all Riders to this document.
(B) "Borrower" is
CHENG E WANG AND RONG —FENG LI, HUSBAND AND WIFE
Borrower is the trustor under this Security Instrument.
(C) "Lender "is BANK OF AMERICA, N.A.
WASHINGTON - Single Family- Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 3048 1101
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Lender is a NATIONAL BANKING ASSOCIATION
organized and existing under the laws of THE UN I TED STATES OF AMER I CA
Lender's address is 275 S. VALENC I A AVENUE , BREA , CA 928230000
Lender is the beneficiary under this Security Instrument.
(D) "Trustee" is PRLAP, INC.
20070716002054.002
(E) "Note" means the promissory note signed by Borrower and dated JULY 13 , 2007
The Note states that Borrower owes Lender TWO HUNDRED FORTY THOUSAND AND 00/100
' Dollars
(U.S. $ 240,000.00 ) plus interest. Borrower has promised to pay this debt in regular
Periodic Payments and to pay the debt in full not later than AUGUST 01; 2037
(F) "Property" means the property that is described below under the heading "Transfer of Rights
in the Property."
(0) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late
charges due under the Note, and all sums due under this Security Instrument, plus interest.
(H) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The
following Riders are to be executed by Borrower [check box as applicable]:
— Adjustable Rate Rider �J Condominium Rider Second Home Rider
Balloon Rider (� Planned Unit Development Rider 1-4 Family Rider
Li VA Rider ID Biweekly Payment Rider Other(s) [specify]
(I) "Applicable Law" means all controlling applicable federal, state and local statutes,
regulations, ordinances and administrative rules and orders (that have the effect of law) as well as
all applicable final, non-appealable judicial opinions.
(J) "Community Association Dues, Fees, and Assessments" means all dues, fees,
assessments and other charges that are imposed on Borrower or the Property by a condominium
association, homeowners association or similar organization.
(K) "Electronic Funds Transfer" means any transfer of funds, other than a transaction
originated by check, draft, or similar paper instrument, which is initiated through an electronic
terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize
a financial institution to debit or credit an account. Such term includes, but is not limited to,
point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire
transfers, and automated clearinghouse transfers.
(L) "Escrow Items" means those items that are described in Section 3.
(M) "Miscellaneous. Proceeds" means any compensation, settlement, award of damages, or
proceeds paid by any third party (other than insurance proceeds paid under the coverages
described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or
other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv)
misrepresentations of, or omissions as to, the value and/or condition of the Property.
(N) "Mortgage Insurance" means insurance protecting Lender against the nonpayment .of, or
default on, the Loan.
(0) "Periodic Payment" means the regularly scheduled amount due for (i) principal and
interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument.
(P) " RESPA" means the Real' Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.)
and its implementing regulation, Regulation X (24 C.FR. Part 3500), as they might be amended
from time to time, or any additional or successor legislation or regulation that governs the same
subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and
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restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan
does not qualify as a "federally related mortgage Iowa" under RESPA.
(Q) "Successor in Interest of Borrower" means any party that has taken title to the Property,
whether or not that party has assumed Borrower's obligations under the Note and/or this Security
Instrument.
TRANSFER OF RIGHTS IN THE PROPERTY
This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals,
extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and
agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably
grants and conveys to Trustee, in trust, with power of sale, the following described property
located in the COUNTY of KING
(Type of Recording Jurisdiction) (Name of Recording Jurisdiction)
"LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF."
Parcel ID Number: 734060 - 0687.01 which currently has the address of
4066 SOUTH 128TH STREET (Street]
TUKW I LA [City] Washington 98168 (Zip Code)
( "Property Address "):
SEATTLE AREA
TOGETHER WITH all the improvements now or hereafter erected on the property, and all
easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements
and additions shall also be covered by this Security Instrument. All of the foregoing is referred to
in this Security Instrument as the "Property."
BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed
and has the right to grant and convey the Property and that the Property is unencumbered, except
for encumbrances of record. Borrower warrants and will defend generally the title to the Property
against all claims and demands, subject to any encumbrances of record.
THIS SECURITY INSTRUMENT 'combines uniform covenants for national use and
nonuniform covenants with limited variations by jurisdiction to constitute a uniform security
instrument covering real property.
UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows:
1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late
Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the
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Note and any prepayment charges and late charges due under the Note. Borrower shall also pay
funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security
Instrument shall be made in U.S. currency. However, if any check or other instrument received by
Lender as payment under the Note or this Security Instrument is returned to Lender unpaid,
Lender may require that any or all subsequent payments due under the Note and this Security
Instrument be made in one or more of the following forms, as selected by Lender: (a) cash; (b)
money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any
such check is drawn upon an institution whose deposits are insured by a federal agency,
instrumentality, or entity; or (d) Electronic Funds Transfer.
Payments are deemed received by Lender when received at the location designated in the
Note or at such other location as may be designated by Lender in accordance with the notice
provisions in Section 15. Lender may return any payment or partial payment if the payment or
partial payments are insufficient to bring the Loan current. Lender may accept any payment. or
partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or
prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not
obligated to apply such payments at the time such payments are accepted. If each Periodic
Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied
funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan.
current. If Borrower does not do so within a reasonable period of time, Lender shall either apply
such funds or return them to Borrower. If not applied earlier, such funds will be applied to the
outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim
which Borrower might have now or in the future against Lender shall relieve Borrower from
making payments due under the Note and this Security Instrument or performing the covenants
and agreements secured by this Security Instrument.
2. Application of Payments or Proceeds. Except as otherwise described in this Section 2,
all payments accepted and applied by Lender shall be applied in the following order of priority:
(a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section
3. Such payments shall be applied to each Periodic Payment in the order in which it became due.
Any remaining amounts shall be applied first to late charges, second to any other amounts due
under this Security Instrument, and then to reduce the principal balance of the Note.
If Lender receives a payment from Borrower for a delinquent Periodic Payment which
includes a sufficient amount to pay any late charge due, the payment may be applied to the
delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender
may apply any payment received from Borrower to the repayment of the Periodic Payments if,
and to the extent that, each payment can be paid in full. To the extent that any excess exists after
the payment is applied to the full payment of one or more Periodic Payments, such excess may be
applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment
charges and then as described in the Note. •
Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due
under the Note shall not extend or postpone the due date, or change the amount, of the Periodic
Payments.
3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments
are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment
of amounts due for. (a) taxes and assessments and other items which can attain priority over this
Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground
rents on the Property, if any; (c) premiums for any and all insurance required by Lender under
Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to
Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions
of Section 10. These items are called "Escrow Items." At origination or -at any time during the
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term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments,
if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item.
Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section.
Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's
obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation
to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in
writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the
amounts due for any Escrow Items for which payment of Funds has been waived by Lender and,
if Lender requires, shall furnish to Lender receipt; evidencing such payment within such time
period as Lender may require. Borrower's obligation to make such payments and to provide
receipts shall for all purposes be deemed to be a covenant and agreement contained in this
Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is
obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the
amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such
amount and Borrower shall then be obligated under Section 9 to repay to Lender any such
amount. Lender may revoke the waiver as to 'any or all Escrow Items at any time by a notice
given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all
Funds, and in such amounts, that are then required under this Section 3.
Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit
Lender to apply the Funds at the time specified. under RESPA, and (b) not to exceed the
maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds
due on the basis of current data and reasonable estimates of expenditures of future Escrow Items
or otherwise in accordance with Applicable Law.
The Funds shall be held in an institution whose deposits are insured by a federal agency,
instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so
insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow
Items no later than the time specified under RESPA. Lender shall not charge Borrower for
holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow
Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to
make such a charge. Unless an agreement is made in writing or Applicable Law requires interest
to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on
the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the
Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as
required by RESPA.
If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account
to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held
in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and
Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with
RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in
escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and
Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with
RESPA, but in no more than 12 monthly payments.
Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly
refund to Borrower any Funds held by Lender.
4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions
attributable to the Property which can attain priority over this Security Instrument, leasehold
payments or ground rents on the Property, if any, and Community Association Dues, Fees, and
Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in
the manner provided in Section 3.
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Borrower shall promptly discharge any lien which has priority over this Security Instrument
unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a
manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b)
contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings
which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings
are pending, but only until such proceedings are concluded; or (c) secures from the holder of the
lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If
Lender determines that any part of the Property is subject to a lien which can attain priority over
this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days
of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of
the actions set forth above in this Section 4.
Lender may require Borrower to pay a one-time charge for a real estate tax verification
and /or reporting service used by Lender in connection with this Loan.
5. Property Insurance. Borrower shall keep the improvements now existing or hereafter
erected on the Property insured against loss by fire, hazards included within the term "extended
coverage," and any other hazards including, but not limited to, earthquakes and floods, for which
Lender requires insurance. This insurance shall be maintained in the amounts (including
deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the
preceding sentences can change during the term of the Loan. The insurance carrier providing the
insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice,
which right shall not be exercised unreasonably. Lender may require Borrower to pay, in
connection with this Loan, either: (a) a one-time charge for flood zone determination, certification
and tracking services; or (b) a one-time charge for flood zone determination and certification
services and subsequent charges each time remappings or similar changes occur which reasonably
might affect such determination or certification. Borrower shall also be responsible for the
payment of any fees imposed by the Federal Emergency Management Agency in connection with
the review of any flood zone determination resulting from an objection by Borrower.
If Borrower fails to maintain any of the coverages described above, Lender may obtain
insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to
purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender,
but might or might not protect Borrower, Borrower's equity in the Property, or the contents of
the Property, against any risk, hazard or liability and might provide greater or lesser coverage
than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so
obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any
amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower
secured by this Security Instrument. These amounts shall bear interest at the Note rate from the
date of disbursement and shall be payable, with such interest, upon notice from Lender to
Borrower requesting payment.
All insurance policies required by Lender and renewals of such policies shall be subject to
Lender's right to disapprove such policies, shall :include a standard mortgage clause, and shall
name Lender as mortgagee and /or as an additional Loss payee. Lender shall have the right to hold
the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender
all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance
coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such
policy shall include a standard mortgage clause and shall name Lender as mortgagee and /or as an
additional loss payee.
In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender.
Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower
otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was
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required by Lender, shall be applied to restoration or repair of the Property, if the restoration or
repair is economically feasible and Lender's security is not lessened. During such repair and
restoration period, Lender shall have the right to hold such insurance proceeds until Lender has
had an opportunity to .inspect such Property to ensure the work has been completed to Lender's
satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse
proceeds for the repairs and restoration in a single payment or in a series of progress payments as
the work is completed. Unless an agreement is made in writing or Applicable Law requires
interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any
interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by
Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of
Borrower. If the restoration or repair is not econornically feasible or Lender's security would be
lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument,
whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall
be applied in the order provided for in Section 2.
If Borrower abandons the Property, Lender may file, negotiate and settle any available
insurance claim and related matters. If Borrower does not respond within 30 days to a notice
from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate
and settle the claim. The 30-day period will begin when the notice is given. In either event, or if
Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender
(a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid
under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the
right to any refund of unearned premiums paid by Borrower) under all insurance policies
covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender
may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid
under the Note or this Security Instrument, whether or not then due.
6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's
principal residence within 60 days after the execution of this Security Instrument and shall
continue to occupy the Property as Borrower's principal residence for at least one year after the
date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be
unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's
control.
7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower
shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit
waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall
maintain the Property in order to prevent the Property from deteriorating or decreasing in value
due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not
economically feasible, Borrower shall promptly repair the Property if damaged to avoid further
deterioration or damage. If insurance or condemnation proceeds are paid in connection with
damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring
the Property only if Lender has released proceeds for such purposes. Lender may disburse
proceeds for the repairs and restoration in a single payment or in a series of progress payments as
the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or
restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such
repair or restoration.
Lender or its agent may make reasonable entries upon and inspections of the Property. If it
has reasonable cause, Lender may inspect the interior of the improvements on the Property.
Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying
such reasonable cause.
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8. Borrower's Loan Application. Borrower shall be in default. if, during the Loan
application process, Borrower or any persons or entities acting at the direction of Borrower or
with Borrower's knowledge or consent gave materially false, misleading, or inaccurate
information or statements to Lender (or failed to provide Lender with material information) in
connection with the Loan. Material representations include, but are not limited to, representations
concerning Borrower's occupancy of the Property as Borrower's principal residence.
9. Protection of Lender's Interest in the Property and Rights Under this Security
Instrument. if (a). Borrower fails to perform the covenants and agreements contained in this
Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest
in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy,
probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over
this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the
Property, then Lender may do and pay for whatever is reasonable or appropriate to protect
Lender's interest in the Property and rights under this Security Instrument, including protecting
and /or assessing the value of the Property, and securing and /or repairing the Property. Lender's
actions can include, but are not limited to: (a) paying any sums secured by a lien which has
priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys'
fees to protect its interest in the Property and /or rights under this Security Instrument, including
its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited
to, entering the Property to make repairs, change Locks, replace or board up doors and windows,
drain water from pipes, eliminate building or other code violations or dangerous conditions, and
have utilities turned on or off. Although Lender may take action under this Section 9, Lender does
not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs
no liability for not taking any or all actions authorized under this Section 9.
Any amounts disbursed by Lender under this Section 9 shall become additional debt of
Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate
from the date of disbursement and shall be payable, with such interest, upon notice from Lender
to Borrower requesting payment.
If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions
of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not
merge unless Lender agrees to the merger in writin.g.
10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making
the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect.
If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from
the mortgage insurer that previously provided such insurance and Borrower was required to make
separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay
the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance
previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage
Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If
substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to
pay to Lender the amount of the separately designated payments that were due when the insurance
coverage ceased to be in effect. Lender will accept, use and retain these payments as a
non-refundable loss reserve in lieu of Mortgage. Insurance, Such loss reserve shall be
non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall
not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no
longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the
period that Lender requires) provided by an insurer selected by Lender again becomes available, is
obtained, and Lender requires separately designated payments toward the premiums for Mortgage
Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and
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Borrower was required to make separately designated payments toward the premiums for
Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance
in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage
Insurance ends in accordance with any written agreement between Borrower and Lender providing
for such termination or until termination is required by Applicable Law. Nothing in this Section
10 affects Borrower's obligation to pay interest at the rate provided in the Note.
Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain
losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the
Mortgage Insurance.
Mortgage insurers evaluate their total risk on all such insurance in force from time to time,
and may enter into agreements with other parties that share or modify their risk, or reduce losses.
These agreements are on terms and conditions that are satisfactory to the mortgage insurer and
the other party (or parties) to these agreements. These agreements may require the mortgage
insurer to make payments using any source of funds that the mortgage insurer may have available
(which may include funds obtained from Mortgage Insurance premiums).
As a result of these agreements, Lender, any purchaser of the Note, another insurer, any
reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or
indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's
payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's
risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the
insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is
often termed "captive reinsurance." Further:
(a) Any such agreements will not affect the amounts that Borrower has agreed to
pay for Mortgage Insurance, or any other terns of the Loan. Such agreements will not
increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle
Borrower to any refund.
(b) Any such agreements will not affect the rights Borrower has - if any - with
respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any
other Iaw. 'These rights may include the right to receive certain disclosures, to request
and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance
terminated automatically, and/or to receive a refund of any Mortgage Insurance
premiums that were unearned at the time of such cancellation or termination.
11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are
hereby assigned to and shall be paid to Lender.
If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or
repair of the Property, if the restoration or repair is economically feasible and Lender's security is
not lessened. During such repair and restoration period, Lender shall have the right to hold such
Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure
the work has been completed to Lender's satisfaction, provided that such inspection shall be
undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or
in a series of progress payments as the work is completed. Unless an . agreement is made in
writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender
shall not be required to pay Borrower any interest or earnings on such Miscellaneous- Proceeds. If
the restoration or repair is not economically feasible or Lender's security would be lessened, the
Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether
or not then due, with the excess, if any, paid to. Borrower. Such Miscellaneous Proceeds shall be
applied in the order provided for in Section 2.
In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous
Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then
due, with the excess, if any, paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Property in which the fair
market value of the Property immediately before the partial taking, destruction, or loss in value is
equal to or greater than the amount of the sums secured by this Security Instrument immediately
before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise
agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of
the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums
secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair
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market value of the Property immediately before the partial taking, destruction, or loss in value.
Any balance shall be paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Property in which the fair
market value of the Property immediately before tlie partial taking, destruction, or loss in value is
less than the amount of the sums secured immediately before the partial taking, destruction, or
loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds
shall be applied to the sums secured by this Security Instrument whether or not the sums are then
due.
If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the
Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for
damages, Borrower fails to respond to Lender within 30 days after the date the notice is given,
Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or
repair of the Property or to the sums secured by this Security Instrument, whether or not then
due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the
party against whom Borrower has a right of action in regard to Miscellaneous Proceeds.
Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun
that, in Lender's judgment, could result in forfeiture of the Property or other material
impairment of Lender's interest in the Property or rights under this Security Instrument.
Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section
19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment,
precludes forfeiture of the Property or other material impairment of Lender's interest in the
Property or rights under this Security Instrument. The proceeds of any award or claim for
damages that are attributable to the impairment cf Lender's interest in the Property are hereby
assigned and shall be paid to Lender.
All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall
be applied in the order provided for in Section 2.
12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the
time for payment or modification of amortization of the sums secured by this Security
Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not
operate to release the liability of Borrower or, any Successors in Interest of Borrower. Lender shall
not be required to commence proceedings against any Successor in Interest of Borrower or to
refuse to extend time for payment or otherwise modify amortization of the sums secured by this
Security Instrument by reason of any demand made by the original Borrower or any Successors in
Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including,
without limitation, Lender's acceptance of payments from third persons, entities or Successors in
Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or
preclude the exercise of any right or remedy.
13. Joint and Several Liability; Co- signers; Successors and Assigns Bound. Borrower
covenants and agrees that Borrower's obligations and liability shall be joint and several. However,
any Borrower who co -signs this Security Instrument but does not execute the Note (a "co-signer"):
(a) is co-signing this Security Instrument only to mortgage, grant and convey the co- signer's
interest in the Property under the terms of this Security Instrument; (b) is not personally
obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any
other Borrower can agree to extend, modify, forbear or make any accommodations with regard to
the terms of this Security Instrument or the Note without the co-signer's consent.
Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes
Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall
obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be
released from Borrower's obligations and liability under this Security Instrument unless 'Lender
agrees to such release in writing. The covenants and agreements of this Security Instrument shall
bind (except as provided in Section 20) and benefit the successors and assigns of Lender.
14. Loan Charges. Lender may charge Borrower fees for services performed in connection
with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights
under this Security Instrument, including, but not limited to, attorneys' fees, property inspection
and valuation fees. In regard to any other fees, the absence of express authority in this Security
Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the
charging of such fee. Lender may not charge fees that are expressly prohibited by this Security
Instrument or by Applicable Lary.
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If the Loan is subject to a law which sets maximum loan charges, and that law is finally
interpreted so that the interest or other loan charges collected or to be collected in connection
with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the
amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected
from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may
choose to make this refund by reducing the principal owed under the Note or by making a direct
payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial
prepayment without any prepayment charge (whether or not a prepayment charge is provided for
under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower
will constitute a waiver of any right of action Borrower might have arising out of such
overcharge.
15. Notices. All notices given by Borrower or Lender in connection with this Security
Instrument must be in writing. Any notice to Borrower in connection with this Security
Instrument shall be deemed to have been given to Borrower when mailed by first class mail or
when actually delivered to Borrower's notice address if sent by other means. Notice to any one
Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires
otherwise. The notice address shall be the Property Address unless Borrower has designated a
substitute notice address by notice to Lender. Borrower shall promptly notify Lender of
Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of
address, then Borrower shall only report a change of address through that specified procedure.
There may be only one designated notice address under this Security Instrument at any one time.
Any notice to Lender shall be given by delivering it or by mailing it by first class mail to
Lender's address stated herein unless Lender has designated another address by notice to
Borrower. Any notice in connection with this Security Instrument shall not be deemed to have
been given to. Lender until actually received by Lender. If any notice required by this Security
Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the
corresponding requirement under this Security Instrument.
16. Governing Law; Severability; Rules of Construction. This Security Instrument shall
be governed by federal law and the law of the jurisdiction in which the Property is located. All
rights and obligations contained in this Security Instrument are subject to any requirements and
limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to
agree by contract or it might be silent, but such silence shall not be construed as . a prohibition
against agreement by contract. In the event that any provision or clause of this Security
Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other
provisions of this Security Instrument or the Note which can be given effect without the
conflicting . provision.
As used in this Security Instrument: (a) words of the masculine der shall mean and
include corresponding neuter words or words of the feminine gender; (bywords in the singular
shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion
without any obligation to take any action.
17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security
Instrument.
18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this
Section 18, "Interest in the Property" means any legal or beneficial interest in the Property,
including, but not limited to, those beneficial interests transferred in a bond for deed, contract for
deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by
Borrower at a future date to a purchaser.
If all or any part of the Property or any Interest in the Property is sold or transferred (or if
Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred)
without Lender's prior written consent, Lender may require immediate payment in full of all
sums secured by this Security Instrument. However, this option shall not be exercised by Lender
if such exercise is prohibited by Applicable Law.
If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice
shall provide a period of not less than 30 days from the date the notice is given in accordance with
Section 15 within which Borrower must pay all sums secured by this Security Instrument. If
Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any
remedies permitted by this Security Instrument without further notice or demand on Borrower.
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19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain
conditions, Borrower shall have the right to have enforcement of this Security Instrument
discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant
to any power of sale contained in this Security Instrument; (b) such other period as Applicable
Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment
enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums
which then would be due under this Security Instrument and the Note as if no acceleration had
occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses
incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys'
fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting
Lender's interest in the Property and rights under this Security Instrument; and (d) takes such
action as Lender may reasonably require to assure that Lender's interest in the Property and rights
under this Security Instrument, and Borrower's obligation to pay the sums secured by this
Security Instrument, shall continue unchanged. Lender may require that Borrower pay such
reinstatement sums and expenses in one or more of the following forms, as selected by Lender:
(a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check,
provided any such check is drawn upon an institution whose deposits are insured by a federal
agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by
Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as
if no acceleration had occurred. However, this right to reinstate shall not apply in the case of
acceleration under Section 18.
20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial
interest in the Note (together with this Security Instrument) can be sold one or more times
without prior notice to Borrower. A sale might result in a change in the entity (known as the
"Loan Servicer ") that collects Periodic Payments due under the Note and this Security Instrument
and performs other mortgage loan servicing obligations under the Note, this Security Instrument,
and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a
sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of
the change which will state the name and address of the new Loan Servicer, the address to which
payments should be made and any other information RESPA requires in connection with a notice
of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer
other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will
remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed
by the Note purchaser unless otherwise provided by the Note purchaser.
Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as
either an individual litigant or the member of a class) that arises from the other party's actions
pursuant to this Security Instrument or that alleges that the other party has breached any
provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or
Lender has notified the other party (with such notice given in compliance with the requirements
of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after
the giving of such notice to take corrective action. If Applicable Law rovides a time period
which must elapse before certain action can be taken, that time period will be deemed to be
reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure
given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower
pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective
action provisions of this Section 20.
21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are
those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental
Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum
products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or
formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws
of the jurisdiction where the Property is located that relate to health, safety or environmental
protection; (c) "Environmental Cleanup" includes any response action, remedial action, or
removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means
a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup.
Borrower shall not cause or permit the presence, use, disposal, storage, or release of any
Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property.
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Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in
violation of any Environmental Law, (b) which creates an Environmental Condition, or (c)
which, due to the presence, use, or release of a Hazardous Substance, creates a condition that
adversely affects the value of the Property. The preceding two sentences shall not apply to the
presence, use, or storage on the Property of small quantities of Hazardous Substances that are
generally recognized to be appropriate to normal residential uses and to maintenance of the
Property (including, but not limited to, hazardous substances in consumer products).
Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand,
lawsuit or other action by any governmental or regulatory agency or private party involving the
Property and any Hazardous Substance or Environmental Law of which Borrower has actual
knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking,
discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by
the presence, use or release of a Hazardous Substance which adversely affects the value of the
Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any
private party, that any removal or other remediation of any Hazardous Substance affecting the
Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance
with Environmental Law. Nothing herein shall create any obligation on Lender for an
Environmental Cleanup.
NONUNIFORM COVENANTS. Borrower and Lender further covenant and agree as
follows:
22. Acceleration; Remedies. Lender shall give notice to Borrower prior to
acceleration following Borrower's breach of any covenant or agreement in this Security
Instrument (but not prior to acceleration under Section 18 unless Applicable Law
provides otherwise). The notice shall specify: (a) the default; (b) the action required to
cure the default; (c) a date, not less than 30 days from the date the notice is given to
Borrower, by which the default must be cured; and (d) that failure to cure the default on
or before the date specified in the notice may result in acceleration of the sums secured
by this Security Instrument and sale of the Property at public auction at a date not less
than 120 days in the future. The notice shall further inform Borrower of the right to
reinstate after acceleration, the right to bring a court action to assert the non - existence of
a default or any other defense of Borrower to acceleration and sale, and any other
matters required to be included in the notice by Applicable Law. If the default is not
cured on or before the date specified in the notice, Lender at its option, may require
immediate payment in full of all sums secured by this Security Instrument without
further demand and may invoke the power of sale and /or any other remedies permitted
by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing
the remedies provided in this Section 22, including, but not limited to, reasonable
attorneys' fees and costs of title evidence.
If Lender invokes the power of sale, Lender shall give written notice to Trustee of
the occurrence of an event of default and of bender's election to cause the Property to
be sold. Trustee and Lender shall take such action regarding notice of sale and shall give
such notices to Borrower and to other persons as Applicable Law may require. After the
time required by Applicable Law and after publication of the notice of sale, Trustee,
without demand on Borrower, shall sell the Property at public auction to the highest
bidder at the time and place and under the terms designated in the notice of sale in one
or more parcels and in any order Trustee determines. Trustee may postpone sale of the
Property for a period or periods permitted by Applicable Law by public announcement
at the time and place fixed in the notice of sale. Lender or its designee may purchase the
Property at any sale.
Trustee shall deliver to the purchaser Trustee's deed conveying the Property
without any covenant or warranty, expressed or implied. The recitals in the Trustee's
deed shall be prima facie evidence of the truth of the statements made therein. Trustee
shall apply the proceeds of the sale in the following order. (a) to all expenses of the sale,
including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums
secured by this Security Instrument; and (c) any excess to the person or persons legally
entitled to it or to the clerk of the superior court of the county in which the sale took
place.
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23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender
shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all
notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the
Property without warranty to the person or person:/ legally entitled to it. Such person or persons
shall pay any recordation costs and the Trustee's fee for preparing the reconveyance.
24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time
appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without
conveyance of the Property, the successor trustee shall succeed to all the title, power and duties
conferred upon Trustee herein and by Applicable Law.
25. Use of Property. The Property is not used principally for agricultural purposes.
26. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and
costs in any action or proceeding to construe or enforce any term of this Security Instrument. The
term "attorneys' fees," whenever used in this Security Instrument, shall include without limitation
attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal.
ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY,
EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT
OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW.
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained
in this Security Instrument and in any Rider executed by Borrower and recorded with it.
Witnesses:
E WANG t. ANG
-e-
FO-FENG LI
NG
(Seal )
- Borrower
_`" I `� Z.: (Seal)
- Borrower
(Seal) (Seal)
- Borrower . - Borrower
(Seal) (Seal)
- Borrower - Borrower
(Seal) (Seal)
- Borrower - Borrower
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1
STATE OF WASHINGTON
County of 4 Jtf
On this day personally appeared before me
P� E Gua
/em_4-7ri L
} ss:
20070716002054.015
to me known to be the individual(s) described in and who executed the within and foregoing
instrument, and acknowledged that he/she/they signed the same as hislherltheir free and voluntary
act and deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this /‘ 44 day of faCO2
Mai I :LYN K. BROWN
NO f 6' RY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 30 2008
is inland for of Washington, residing at
My Appointment Expires on/g0/de
MARILYN K. BROWN
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The land referred to in this Commitment is described as follows:
That portion of Tract 46, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10
of Plats, page 74, in King County, Washington, described' as follows:
Beginning at a point on the west line of said Tract 46, 424.4 feet south of the northwest comer thereof;
thence east at right angles to said west line, 200 feet to the TRUE POINT OF BEGINNING;
thence continuing east along said line 143.75 feet, more ,or less, to the east line of said Tract 46;
thence southerly along said east line, to the southeast comer of said Tract;
thence westerly along the southerly line of said Tract to an intersection with a line parallel with and 200
feet easterly, measured at right angles, from the westerly line of said Tract 46;
thence north along said parallel line, to the TRUE POINT OF BEGINNING;
EXCEPT that portion thereof condemned by the State of Washington for Primary State Highway Number
1, Foster Interchange to South 118th Street, under King County, Superior Court Cause Number 647372.
Pubi:ic Record
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RECEIVED
OCT 2'7 2009
Residential: $50
Certificate of Sewer Availability
Part A: (To Be Completed by Applic.
Purpose of Certificate:
❑ Building Permit
Short Subdivision
14010 military t oaa South
P.O ^ox 69550
TuRIP, WA 98168 j� d--� 1;?
Phone: (206) 242 -3236 J
Fax: (206) 242 -1527 10(0 l 't
d,r Nc e
R AVAILABILITY/NON-AVAILABILITY
Commercial: $100
OR ❑ Certificate of Sewer Non - Availability
❑ Preliminary Plat or PUD ❑ Other
❑ Rezone
Proposed Use:
a Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other
Applicants Name: Perna _ � L7
Property Address or Approximate Location:
Legal Description(Attach Map and Legal Description if necessary):
Cra t..eer-
Phone: (953 _ 6,9 -48 to nit/
Tax Lot Number:
Part,B: (To Be Completed by Sewer
gency)
1. ® a. Sewer Service will be provided by side sewer connection only to an existing 0 "f size sewer
0 feet from the site and the sewer system has the capacity to serve the proposed use.
OR ❑ b. Sewer service will require an improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and /or
❑ (2) the construction of a collection system on the site; and /or
❑ (3) other (describe):
2. (Must be completed if 1.b above is checked)
❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive
plan,
OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment.
3. El a. The proposed project is within the corporate limits of the District, or has been granted Boundary
Review Board approval for extension of service outside the District,
OR ❑ b. Annexation or BRB approval will be necessary to provide service.
4. Service is subject to the following: PERMIT: $ tDo --
a. District Connection Charges due prior to connection:
oo
GFC: $ 50-0 SFC: $ /700
UNIT: $ TOTAL: $
(Subject to Change on January 1st)
A King County /METRO Capacity Charge will be billed directly by King County after connection to the
sewer system.
b. Easements: ❑ Required Ca May be Required
c. Other:
I hereby certify that the above sewer agency information is true. This certification shall be valid for one year
from the date of signature.
Title
Jo` V 7y
Date
• •
ATTACHMENT TO
VAL VUE SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY
The following terms and conditions apply to the attached Val Vue Sewer District ( "District ")
Certificate of Sewer Availability/Non - Availability ( "Certificate ").
1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in
the District's service area, for the sole purpose of submission to the King County Department of Development
and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City
of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third
person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or
otherwise.
2. This Certificate creates no contractual relationship between the District and the applicant and
its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that
sewer service will be available at the time the applicant may apply to the District for such service.
3. As of the date of the District's signature on this Certificate, the District represents that sewer
service is available to the Property through sewer systems that exist or that may be extended by the applicant.
The District makes no other representations, express or implied, including without limitation that the applicant
will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle,
City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can
utilize the sewer service which is the subject of this Certificate.
4. If the District or the applicant must extend the District's sewer system to provide sewer
service to the Property, the District or applicant may be required to obtain from the appropriate governmental
agency the necessary permits, approvals and authorizations. In addition, the governmental agency may
establish requirements that must be satisfied as a condition of granting any such permits, approvals or
authorizations, which may make impractical or impossible the provision of sewer services to the Property.
5. Application for and possible provision of sewer service to the Property shall be subject to and
conditioned upon availability of sewer service to the Property at the time of such application, and compliance
with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such
application.
I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment,
and fully understand the terms and conditions herein.
Applicant's Signature
Date
I Parcel Map and Data I
1 I i \ ,
NI \
. ,0004800003
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0004800004
k \ , 1\ '',. 7340600663 7340600661 `; ' 2716000030
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w_ f�DSOa662 _ •
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) ( 17340600720
Or�i31t
(C),200814n ,.County„ ,
Parcel Number 7340600687
Address 4066 S 128TH ST
Zipcode 98168
Taxpayer WANG CHENG E +RONG -FENG LI
The information included on this map has been compiled by King County staff from a
variety of sources and is subject to change without notice. King County makes no
representations or warranties, express or implied, as to accuracy, completeness,
timeliness, or rights to the use of such information. King County shall not be liable for any
general, special, indirect, incidental, or consequential damages including, but not limited .
to, lost revenues or lost profits resulting from the use or misuse of the information
contained on this map. Any sale of this map or information on this map is prohibited
except by written permission of King County."
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CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Pa
R
OCT 2 "7 2009 CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
COMMUNITY
DEVELOPMENT
NT
Permit Center /Building Division:
206 -431 -3670
Public Works Department:
206 - 433 -0179
Planning Division:
206 -431 -3670
PERMIT NO.:
Site address (attach map and legal description showing hydrant location and size of main):
ally 5 /Z
Clwner.tnfol
et1904, � .
� ;k. i:' '`! ; ;` �' f.
<�N 41.1]°
, d `Zt, a. °
��aYf. ..� .., ... N�IM>�W` ...�1
Name: eG7 ii
Add ress:vv -s..-- Ai
Phone: //
$ 11, AVNI ikn:t,. > . 11
+Y��' 4:• ^.� '..�F%.l Y.sl � �';,+�n� �n:'�.�1 R�'�<
,)/ �� a)/ oit.
7CZ X07
Name:
f�G�167
r✓ /
Address:
Phone:
—
This certificate is for the purposes of:
❑ Residential Building Permit
❑ Commercial/Industrial Building Permit
❑ Preliminary Plat
❑ Rezone
Estimated number of service connections and water meter size(»):
E03�
Ec Short Subdivision
❑ Other
Vehicular distance from nearest hydrant to the closest oint of sltructure is ft.
Area is served • .ter Utility District): WATER DISTRICT 125
Own
nature
/v ci
Date
P l Wr E 6 O mil, 0 ** s r,+. , t yr t W Br yF t. a5^a 'u t7ltr••t g, tr�,.•,.� a. h: M
1.
2.
The proposed project is within
o improvements required.
1< i N C- (City /County)
3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
(Use separate sheet if more room is needed)
4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /30U gpm
at 20 psi residual for a duration of 2 hours at a velocity of / 3 fps as documented by the attached calculations.
5. Water availability:
Acceptable service can be provided to this project
Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met.
❑ System is not capable of providing service to this project.
Kin
I hereby certify that the above information is true and correct.
C. t, )a ee- D 7cr. /Z5 "1444_ Pet
Agencc/Phone 6 - Zy 2--95'4 7 By
This certificate is not valid without Water District #125's attachment
"Attachment to Certific:ate of Water Availablity"
\applications \water availability (7 -2003)
Printed: 9 -16 -03
/O- -Po -09
Date
5:4";,-es
entitled
RECEIVED •
OCT 2 7 2009
COMMUNITY Attachment to
OEVeLOPMENT
Certificate of Water Availability
King County Water District No. 125
The following terms and conditions apply to the attached Certificate of Availability
( "Certificate ")
1 This Certificate of Water Availability is valid only for the real property
referenced herein for the sole purpose of submission to the. City of
Tukwila ( "City"). This Certificate is issued at the request of the City and
is not assignable or transferable to any other party. Further, no third
person or party shall have any rights hereunder whether by agency or
as a third party beneficiary or otherwise.
2. The District makes no representations, expressed or implied, the
applicant will be able to obtain the necessary permits, approvals and
authorization from the City or any other applicable land use jurisdiction
or govemmental agency necessary before applicant can utilize the
utility service which is the subject of this Certificate.
3. As of the date of the issuance of this Certificate, the District has water
available to provide utility service to the real property which is the
subject of this Certificate, and the utility systems exist or may be
extended by the applicant to provide service to such property.
However, the issuance of this Certificate creates no contractual
relationship between the District arid the applicant or the City, and the
issuance of this Certificate may noi: be relied upon and does not
constitute the District's guarantee that water utility service will be
availabieto the real property at the time the applicant may apply to the
District for such service.
4. Application for and the possible provision of District utility service to the
real property which is the subject of this Certificate shall be subject to
and conditioned upon the availabiliry of water service to the real
property at the time of such application, as well as all application for
utility service, includin• •servation, water restrictions, and other
policies and regula on the/ in effect.
Applicant's Signature
Date~
District Representative .� Date /0 —C, —p7
• •
CITY OF TUKWILA
Department of Community Development
6300SouthcenterBoulevarca Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan@ci.tukwila.wa.us
AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS
PERMISSION TO ENTER PROPERTY
STATE OF WASHINGTON
ss
COUNTY OF KING
The undersigned being duly sworn and upon oath states as follows:
1. I am the current owner of the property which is the subject of this application.
2. All statements contained in the applications have been prepared by me or my agents and are true and correct
to the best of my knowledge.
3. The application is being submitted with my knowledge and consent.
4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter
upon Owner's real property, located at 140 (1 k S 1 72 t.
for the purpose of application review, for the limited time necessary to complete that purpose.
5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private
property during the City 's entry upon the property , unl ess the loss or damage is the result of the sole
negligence of the City.
6. Non - responsiveness to a City information request fo r ninety (90) or more day s, shall be cause to cancel the
application(s) without refund of fees.
EXECUTED at \'r (city), Jy f (state), on Septen i ( , 20 CPI
Print Name G her t _ . \N6U19
Address LI- d (0 (D S 12 ST .
Phone Number
On this day personally appeared before me C- NL N 6- - - ) W 40 (5 to me known to be the individual who
executed the foregoing instrument and acknowledged that he /she signed the sam e as his/her voluntary act and deed for the uses
and purposes mentioriMOMMA %I I, (
1
SUBSCRIBE P �to '_og R'r �ME ON THIS 30-b DAY OF �l 20 0 °)
,r • r
��; % - w.l s t7rJ
.';',NOTARY PUBLI in and for the State of Washington
Y 11tNN
\ \� 2$ 4yie ,'
esding at
/ ki1a
11 QFW Ac��� hq Commission expires on — 1 — 1 (�
RECEIVED
OCT 27 2009
COMMUNITY
DEVELOPMENT
•
Cramer Northwest, Inc. {PID= CNI04 -JAC}
945 N. Central, Ste. #104, Kent, WA., 98032
If Found Please Call Us At 1- (800)- 251 -0189
Wednesday, June 04, 2008 10:30:22 AM
MEMO
OCT 2 7 20(M
COMMUNITY
PEVELOPMENT
Use [Draft] -[ASAP PRJ DATA] -menu instead PROJECT: C: \John's TM jobs \2008- 036.pro
PT.# DESCRIPTION BEARING
DISTANCE NORTHING EASTING ELEVATION
2152
2150
2151
2117
2153
2152
N00 °20'36 "E
S89 °39'24 "E
S35 °20'36 "E
S15 °03'34 "E
N79 °59'14 "W
5468.542282
127.15 ft
5595.689999
70.81 ft
5595.265687
61.66 ft
5544.969606
103.67 ft
5444.859967
136.25 ft
5468.549455
6383.439476
6384.201392
6455.010121
6490.678871
6517.614520
6383.439744
0.00
0.00
0.00
0.00
0.00
Closing latitude = 0.00717
Closing departure = 0.00027
Closing bearing = S02 °08'12 "W
Closing distance = 0.00718
Total traverse length = 499.54 (499.54)
Total error of closure = 1/69595
Error of closure in latitude = 1/69644
Error of closure in departure = 1/1866769
Area
Area
= 14958.61 sq.ft.
= 0.34 \128 ACRES {VAL {VAL} {DIR }.
•
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplanAci.tukwila.wa.us
•
SHORTR CEIVED
PLAT OCT 2 7 2809'
(P-SS) o & =
APPLICATION
FOR STAFF USE ONLY Permits Plus Type: P-SS
Planner: • rj- 1eLThomson
File Number: LO f -Ds g_
Application Complete (Date:
)
Project File Number:
Application Incomplete (Date:
)
Other File Numbers:
NAME OF PROJECT/DEVELOPMENT:
LOCATION OF PROJECT/DEVELOPMENT: Give street address or, ifvacant, indicate lot(s),
block and subdivision, access street, and nearest intersection.
L 0/(p s /207
LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement).
DEVELOPMENT COORDINATOR :
The individual who:
• has decision making authority on behalf of the owner /applicant in meetings with City staff,
• has full responsibility for identifying and satisfying all relevant and sometimes overlapping
development standards, and
• is the primary contact with the City to whom all notices and reports will be sent.
Name:
Address:
Phone: 253
-SSZ-yfcrre)
FAX:
20120703900006
City of Tukwila
Department of Community Development
6300 Southcenter, Boulevard, Tukwila, WA 98188.
Telephone (206) 431 -3670 FAX (206) 431 -3665
E —mail: tukplan @tukwila.wa.us
SHORT PLAT NUMBER L. a 52 (3...
DECLARATION:
KNOW ALL MEN BY. THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE. LAND . .
HEREIN DESCRIBED DO HEREBY WAKE A SHORT SUBDMSION THEREOF PURSUANT TO RCW 58.17.060
AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE FURTHER DMDED IN ANY MANNER WITHIN
A PERIOD OF FINE YEARS, FROM DATE OF RECORD. WITHOUT THE FILING OF A. FINAL PLAT. THE UNDERSIGNED
FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDMSION
AND THE SAME 5 MADE WITH. THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
IN WITNESS)WHERREOFF SET OWi HANDS AND SEALS.
NAME I lS `� 1 C�'�' `-
R G PENG L I
E � p
CH G E. WANG
STATE OF WASHINGTON
COUNTY OF. KING
ON THIS.DAT PERSONALLY' APPEARED BEFORE
TO ME KNOWN TO BE THE INDMDUAL WHO EXECUTED THE IN AND FO
AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS /HER VOLUNTARY
FOR THE USES AND PURPOSES THERON MENTIONED.
^L. 7�
GM?! UNDER MY HAND AND OFFICIAL. SEAL THIS_2 DAY OF J�'SQ', 201a
ING.INSTRUMENT
ACT AND DEED
•
SIGNATURE
NAME AS COMMISSIONED' .S1./13a ,
70 9 b e I MY APPOINTMENT EXPIRFS• lO t cl a8 / S•
STATE OF WASHINGTON :
.• COUNTY OF KIND' O
ON THIS. DAY PE, ALLY APPEARED BEFORE ME KEPI° - 1
TO ME KNDWN 1'0' BE THE INDMDUAL WHO EXECUTED THE , WITHIN AND FbREGOING INSTRUMENT_
.SAND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS-HIS/HER VOWNTARY ACT .AND DEED
FOR THE USES AND PURPOSES THEREIN MENTIONED. .
GIVEN UNDER 14' MID OMCIAL SEAL THIS -3V - . -DAY OF IMkQ ' 20 IO2
,��,�a�1 la '1-1.-4-4,:62-4.1. p
./rfr..rM"".w"w S'St 1Si. ' SIGNATURE. j) • -V�/L:O ;;,�, _ y
NAME AS COMMISSIONED- L4SC3,.4-11 .• P"4-0
MY APPOINTMENT EXPIRES- 1 O I CI ^- ae. I S
1
hI OF WASH r .
1j11mN...w
URVEYOR' RTIFICATE: ,
.."'REGISTERED AS A LAND SURVEYOR
BY THE ATE ▪ OF WASH▪ INGTON, CERTIFY THAT THIS SHORT PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND
DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER. MY SUPERVISION; THAT THE DISTANCES. COURSES
AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS-
APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND
AS DEPICTED ON THIS SHORT PLAT. - - -
TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL:
REVIEWED AND APPROVED- BY THE SHORT SUBDMSION COMMITTEE AND HEREBY CERTIFIED FOR FlUNG.
TH. & Ij(AYF c • 2n/2
10 •
CHAIRPERSON. •` SUBD L ON COMMITTEE
cAowens tin jobs \2008- 036S.pro
CITY; OF TUKWILA
• APPROVALS:
- KNG COUNTY FINANCE DMSION
•
' I CERTIFY THAT ALL PROPERTY TAXES -ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT
• AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR THAT THERE -ARE NO DEUNOUENT SPECIAL
ASSESSMENTS CERTIFIED 10 1115 OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS
ON ANY OF THE PROPERTY HEREIN DEDICATED AS 5iiw. ALLEYS, OR FOR OTHER PUBLIC USE
ARE PAID IN FULL . _
.THIS. DAY OF -- 20
KING COUNTY TREASURER
• DEPUTY KING COUNTY TREASURER
NEW 'LEGAL DESCRIPTIONS:
LOT1:
THAT PORTION OF TRACT 46,''RNERSIDE INTERURBAN TRACTS, ACCORDING . .
TO THE PLAT THEREOF RECORDED '/N. VOLUME 10 OF PUTS, PAGE 74, N KING
COUNTY, WASHNGTON,.OESCRIBED AS FOLLOWS: - .. .
BEGINNING AT A POINT ON THE WEST'UNE OF SAID TRACT 46, 424.4 FEET'
SOUTH OF THE NORTHWEST CORNER THEREOF; -
THENCE EAST AT -RIGHT ANGLES TO SAID WEST UNE 264.23 FEET TO THE TRUE -
PRIM OF BEGINNING; .
. THENCE CONTINUING EAST. ALONG 5410 UNE 6.58 FEET TO THE WESTERLY MARGIN
PRIMARY STATE HIGHWAY NUMBER .1, FOSTER INTERCHANGE TO SOUTH 118TH STREET;
AS PER KING COIIN7Y SUPERIOR COURT CAUSE NUMBER 647372;
THENCE SOUTH 3520'36' EAST, ALONG SAID MARGIN, 61.66 FEET; .
THENCE 5011TH 15•03'34'- EAST, 103.67 FEET TO THE NORTHERLY MARTIN OF '
• SOUTH 128TH STREET;
' THENCE NORTH 79'59'14' WEST, ALONG SAID NORTHERLY MARGIN, 71.97 FEET
. THENCE NORTH 00'4157' & S1 737.95 FEET TO THE PONT OF BEGINNING. •
LOT2: • - - - -
1FIAT PORTION OF. TRACT 46,•RNERSID£ INTERURBAN TRACTS ACCORDING
TO THE PLAT THEREOF RECORDFf IN VOLUME 10 OF PLATS. PAGE. 74. • IN KING . -
COUNT, WASHINGTON.. DESCRIBE 'S FOLLOWS:
•
•
BEGINNING AT A POINT ON THE WEST ENE- OF SAID TRACT 46,. 424.4 FEET .._'
SOUTH OF THE NORTHWEST. CORNER THEREOF;
THENCE EAST AT RIGHT ANGLES,10 SAID WEST ENE- 200.00 -FEET TO THE TRI1F
PONT OF BEGINNING;
THENCE CONTINUING EAST ALGA. .AID LINE - 64.23 - FEET.•. -
THENCE SOUTH 00'4157' WE5r, 137.95 FEET TO THE NORTHERLY MARGIN OF
SOUTH 128TH STREET;
THENCE NORTH 79'59'14' .WEST. ALONG 5410 NORTHERLY MARGN.- 64.28 FEET;
THENCE NORM 00.20'35 EAST; 127.15 FEET 1O DIE POINT OF BEGINNING.
• APPROVAL NOTE:
.PROJECT 70 COMPLY WITH GEOTET2IF1CAL ENGINEERING REPORT, BY
GEOIECH CONSULTANTS, DARED. SEPTEMBER. 8, 2009; AND SUBSEQUENT
' GEO7ECHNICAL- REPORTS
SHORT PLAT
VOLUME PAGE
-KING CO. UNTY ASSESSOR'S APPROVAL.
EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS 31"11-..
DAY OF 2011 .
uNA N
KING UNTY ASSESSOR
PARCEL NUMBER(S) 734060 -0687
DEPUTY ESSOR
ORIGINAL LEGAL DESCRIPTION:
(PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1295512)
THAT PORTION OF TRACT 46, RIVERSIDE INTERURBAN TRACTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PUTS, PAGE 74, IN KING '
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS ._ .
BEGINNING AT A. POINT' ON THE WEST UNE OF SAID TRACT 46, 424.4 FEET' .
SOUTH OF THE NORTHWEST CORNER THEREOF'
THENCE EAST AT RIGHT. ANGLES TO SAID WEST LINE, 200 FELT- TO THE TRUE '
POINT OF BEGINNING;
THENCE CONi7NUING FAST ALONG SAID UNE 143.75 FEET, MORE OR LESS TO
THE FAST UNE OF SAID TRACT 46;
THENCE SOUTHERLY ALONG SAID EAST UNE TO THE SOUTHEAST CORNER OF 541D TRACT;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID TRACT TO AN INTERSECTION WITH
A LINE PARALLEL WITH AND 200 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM THE
WESTERLY UNE OF SAID TRACT 46;
THENCE NORTH ALONG SAID PARALLE7: UNE TO THE TRUE P01141 OF BEGINNING; ..
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF WASHINGTON FOR PRIMARY
STATE HIGHWAY NUMBER 1. FOSTER INTERCHANGE 70.5011714 178774 STREET, UNDER KING .
COUNTY, SUPERIOR COURT' CAUSE NUMBER 647372.
1 1 \ • /.
L '
S. 126TH ST.
vi S. 126174 ST.
S. 128TH ST.
4
H
CP9
y
.W
m
GRAPHIC SCALE
N
2
to
1' =200.
200
400
S.
131ST. ST.
VICINITY
MAP.
s
"s
sr
RECORD
FILED
VOLUM
MANAG.
CONFORMED COPY
20120703900006
C31ENG E HANG SPI1 1133 .00 .
PAGE -001 OF 002 I
07/03/2012 14:06
L -- DAY OF
RECORDED IN.
WASHINGTON.
OWNERS) RONG -FENG Ll.
ADDRESS• 18432 172ND COURT S.E.
PHONE.
CITY. • RENTON -
STATt WASHINGTON - ZIP: 98058
425- 652 -6987
SURVEY IN N.E. 1/4 OF N.W. 1/4
AND N.W. 1/4 OF N.E. 1/4
OF SECTION 5 T. 23. N , -
R• W.M.,
IN KING - COUNTY, WASHINGTON
TIINT Cramer Northwest Inc.
Surveyors Planners . & Engineers
P.O. BOX 158, KENT, WA 98035
E -MAIL• enlOcramarnw.com
.(253)852 -4880 (local) or 1- (800)251 -0189 (Co11 tree) (253)852 -4955 (fax)
DRAWN BY
J.A.C.
DATE
6/8/2012 -
JOB NUMBER
2008 -.036
CHECKED BY
O.B.H.
SCALE
1 " =20'
SHEET
1 OF 2
City of Tukwila .
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (206) 431 -3670 FAX (206) 431 -3665
E —mail: tukplanOtukwila.wa:us.
CITY OF
IVOLUME PAGE
SHORT PLAT NUMBER
FOUND SURFACE MONUMENT
Wet CONC. PYRAMID & PIPE W /3"
BRASS DISK AND PUNCH STAMPED
'KING COUNTY SURVEY SEC. ..10 /15
N. QUARTER CORNER'.
(1.6' SOUTH OF CALC'D NORM PROPERTY LINE
AND 32.2' EAST OF WEST CALC'D PROPERTY LINE)
5' WIRE FENCE EMS L .
2.1'N. k24'EOF
PROPERTY CORNER
734060 -0681
6' CIUUNUNK
6.7' N.W. OF
BOY. CORNER
10 7021
6423'
5' WIRE FENCE
2.1' N.W. OF
... BOY. UNE
LIGHT RAIL
CONC. COLUMN
LOT 2
8;459
S0. FT,
GRAPHIC SCALE
14
ORNAMENTAL
734060 -0685
LOT 1
6500
S0. FT.,
9®/W
• 01' EAVES •
BASIS OF BEARINGS:
BEARINGS•SHOWN HEREON ARE BASED ON THE CENTERLINE .
OF SOUTH 130TH STREET, BEING NORTH 86'52'55 EAST.
LEGEND:
cziFOUND QUARTER CORNER AS DESCRIBED
® FOUND MONUMENT AS DESCRIBED
SET 7/2' REBAR & CAP :CNW 40016'
BUILDING/W
1.0' EAVES.
F.F. EL =65.96
6' CHUNUNK
1.8'N.E OF
PROPERTY
CORNER
6'
HEMLOCK
00
0
0
0
0
0
0
0
56
LOT AREA INFORMATION:
TAX PARCEL. NO: 734060-0687
PARENT PARCEL AREA 74,959 SO. FT.
PROPOSED WT .1 AREA: 6,500 S0. FT.
PROPOSED LOT 2 AREA 8,459 S0. FT.
SOUTH 130TH: FouND Cl/NmETE WoNUNENT
STREET
IN CASE W/ 3 '.BRASS DISC
FOUND CONCRETE NONUNENT
IN CASE WITH LEAD ME TACK
AT INTERSECTION OF 37TH
AVE. S. 6 SOUTH 130TH ST. -
REFERENCE SURVEYS:
(RI.) RECORD OF SURVEY IN VOLUME 108, PACE 261.
UNDER RECORDING N0. 9604199011, RECORDS. OF
KING COUNTY, WASHINGTON.
(R2.) BOUNO4RY LAVE ADJUSTMENT IN VOLUME 236, PAGE 027
UNDER RECORDING. NO. 20071128900078. RECORDS OF
KING COUNTY WASHINGTON. .
(R3.) RECORD- OF SURVEY IN VOLUME 208, PAGE 100
UNDER RECORDING NO. 20060718900037, RECORDS OF
KING, COUNTY, WASHINGTON.
- (R4.) WSDOT QUIP DRAWER 56 SEQUENCE 20 (SR 599 R-0-W) ,
• (R5.) RECORD OF SURVEY .IN'VOLUME 84, PAGE 207 .
UNDER- RECORDING N0. 9112209001, RECORDS OF
KING COUNTY, WASHINGTON.
(6.) 10IN0. COUNTY SHORT FIAT NO. L04 -078, VOLUME 20J, PAGE 139
UNDER RECORDING NO. 20060428900004: RECORDS OF
KING COUNTY, WASHINGTON. .
GEOD!METER 600 AND /OR TRIMBLE 5603DR200+
METHOD:
CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1:22,000
IN COMPLANCE WITH REQUIREMENTS OF W.A.C. .332-130-090.
L: \o.ens trn jobs \2008- 036S.pro
OWNER(S): -
ADDRESS.
PHONE.
CITY.' .
STATE. ZIP.
SURVEY ILL N.E. 1/4 OF N.W. 1
AND N,W. 1/4 OF N.E. 1/4
OF SECTION f5 ,
R. 4 E., W.M.,
IN KING COUNTY, WASHINGTON
DRAWN BY
J.A.C.
Cramer Northwest Inc.
.Surveyors • Planners & Engineers
♦ P.O. BOX 158, KENT, WA 98035 E—MAIL.' cnlOcramemw.com
(253)852- 4880 - (local) or 1 —(800)251-0189 (toll tree) (253)852 -4955 (too)
6/8/2012
JOB NUMBER
2008 -036
CHECKED BY
O.B.H.
1-=20'
RECEIVED
NOV 16 ZUUS
TUKWILA
PUBLIC WORKS
RECEIVED
OCT. 2 7 2009
COMNUNTY
DEVELOPIAENT
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan @tukwila.wa.us
SHORT PLAT NUMBER
DECLARATION:
KNOW All MEN BY THESE PRESENT THAT WE. THE UNDERSIGNED. OWNER(5) IN FEE SIMPLE OF THE LAND
HEREIN DESCRIED DD HEREBY RAKE A SHORT SUBDNBION THEREOF PURSUANT TO RCN 58 .17.060 •
AND ACKNOWLEDGE THAT SAID SUBDMSION STALL NOT BE FURTHER DMDED IN ANY MANNER WITHIN
A PERIOD OF FINE YEARS, FROM DATE 'OF RECORD, WITHOUT THE FBJNG OF A FINAL PLAT. THE UNDERSIGNED
FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUOON6bN
AND THE SAYE IS MADE WITH THE FUSE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE NAVE SET OUR FUNDS AND SEALS
NNE. RONG -FENC Li
STATE OF WASHINGTON
COUNTY OF. KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME
TO ME KNOWN TO BE THE INDMDUAL WHO EXECUTED THE wITIHIN AND FOREGOING INSTRUMENT
AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER ER VOLUNTARY ACT AND DEED
FOR THE USES AND PURPOSES THERM MENTIONED.
GIVEN UNDER MY HAND AND OFFICIAL SEAL TH5DAY OF 20
SIGNATURE.
NAME AS C010(6SONED
• Tme.
WY APPOINTMENT EXPIF6�
STATE OF WASHINGTON - - -
COUNTY OF KING
ON THIS DAY PERSWNM.LY APPEARED BEFORE MF
TO ME KNOWN TO BE THE INDMDUN. WHO EXECUTED THE WINN AND FOREGOING INSTRUMENT
AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAYE AS HIS/HER VOLUNTARY ACT AND DEED
FOR TIE USES AND PURPOSES THEREIN MENTIONED.
G NEN UNDER MY t IAN) AND OFF7GAL SEAL' TFUS - DAY CF 20_
SIGNATURE.
WINE AS COMOMSS✓ONEk
T1TI E
NY APPOPITYENT E)
LAND. SURVEYOR'S CERTIFICATE:
I - REGSTERED AS A LAND SURVEYOR
BY THE STATE OF WASHINGTON. CERTIFY THAT THIS PLAT 5 BASED ON AN ACTUAL SURVEY OF THE LAND
DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES
AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS .
APPROVED FOR SETTING AT A LATER DATE HAVE BEEN SET AND LOT CORNERS STAKED ON :ME GROUND
AS DEPICTED ON THE PLAT.
TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL:
REVIEWED AND APPROVED BY THE SHORT S18DNISION COMMITTEE AND HEREBY CERTIFIED FOR FILING
THIS DAY OF Tl1
CHAIRPERSON, SHORT SUBDIVISION COMMITTEE
OF
APPROVALS:
CITY OF TUKWILA SHORT PLAT
FOR RONG-FENG LI
LOCATED IN THE N.E. 1/4, OF THE N. W. 1/4,
AND IN THE N. W. 1/4 OF THE N.E. 1/4,
SECTION .15, TOWNSHIP 23 NORTH, RANGE 4 EAST, P1 M. ,
KING COUNTY, WASHINGTON
KING COUNTY FINANCE OMSION - KING COUNTY ASSESSORS APPROVAL
1 CERTIFY THAT ALL PROPERTY TAXES ARE PN0 AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT DAMNED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS TH5
AMOUNT TO PAY THE TAXES FOR THE FOLLO INC YEAR THAT THERE ARE NO DELINQUENT SPECIAL
ASSESSMENTS CERTIFIED TO THIS OFFICE FO,: COUECRON: AND THAT ALL SPECIAL ASSESSMENTS DAY OF - • 20
ON ANY OF THE PROPERLY HEREIN DEDICATED AS 5lNttlo, ALLEYS, OR FOR OTHER PUBLIC USE
ATE PAID IN FULL ;
THE DAY OF
741.
KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER
LEGAL DESCRIPTION (OLD):
(PER STATUTORY WARRANTY DEED 2007071M:12053)
THAT PORTION OF TRACT 46, RIVERSIDE INTERURBAN TRACTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN W3LUME 10 OF PLATS, PAGE 74, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLENS:.
. BEGINNING AT A POINT ON ME WEST UNE 7 SAID TRACT 46, 424.4 FEET
SOUTH OF THE NORTHWEST CORNER LHERE!'F:
THENCE EAST AT RIGHT ANGLES TO SAID KE ST UNE: 200 FEET TO THE TRUE
POINT OF BECINN1NG .
THENCE CONTINUING FAST ALONG SAID UNE 14375 FEET, MORE OR LESS ID
THE EAST LONE OF SND TRACT 467
THENCE SOUTHERLY ALONG SAID FAST LINE, TO THE SOUTHEAST CORNER OF SAID TRACT:
THENCE WESIMI' ALONG THE SOUTHERLY BONE OF SAID TRACT TD AN INTERSECTION 817FI
A LINE PARALLEL 1111)1 AND 200 FEET .':'.7r PLY, MEASURED AT RIGHT ANGLES FROM THE
WESTEKLY UNE OF SAID TRACT 447
THENCE NORTH ALONG SAID - PARALLEL 'UNE, TO THE TRUE POINT OF BEGINNING . .
EXCEPT THAT PORTION THEREOF CONDONE: BY 111E STATE OF WASHINGTON 806 PRIMARY
STATE HIGHWAY NUMBER 1. 105188 INTERCIANCE TO SOUTH 118171 STRET, UNDER KING
COUNTY. SUPERIOR COURT CAUSE NUMBER '647372.. -
VOLUME PAGE
KING COUNTY ASSESSOR
PARCEL NUMBER(S) 734060 -0687
GRAPHIC SCALE 1" -200
DEPUTY ASSESSOR .
s. 126TH ST
4i S. 126TH ST.
Q �.
Lo
S. 128771 ST.
SIT
Op.
61"
131ST ST.
VICINITY
MAP
200
r
7
400
to
s>.
SURVEY IN N.E. 1/4
OF 14.W_1/4
OF SECTION_ 15 _,
T._ 23 _N.,
R. 4 E , W.M.,
IN KING. COUNTY,
WASHINGTON.
RECORDING CERTIFICATE:
FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS_ DAY OF
20 AT MINUTES PAST M. AND RECORDED IN
VOLUME _OF PLATS. ON PAGE_, RECORDS OF KING COUNTY, WASHINGTON.
KING COUNTY MANAGER
SUPT. OF RECORDS AND ELECTIONS
OWNER(S):
RONG -FL.VG LI
ADDRESS, 184.32 172ND COURT S.E.
PHONF•
CITY: RENTON
STATE.
425- 652 -5987
WASHINGTON -np. 98058
. SURVEY IN N.E. 1/4 OF N.W. 1/4
OF SECTION 15' T 23 N..
R 4 E., W.N.,
IN KING COUNTY. WASHINGTON
DRAWN BY
ITT Cramer Northwest Inc,
�1`� Surveyors Planners & Engineers
945 N CENTRAL, SAE /104 KENT WA 98032
E -PAIL• onIOcramemw.cam
(253)852 -4880 (local) or 1- (800)251 -0189 (1011 free) (253)852 -4955 (fax)
J.A.C.
DATE
10/19/2009
JOB NUMBER
2008 -036
CHECKED BY
0.B.H.
SCALE
1 " =20'
SHEET
1 OF 2
RECEIVED
OCT 2 7 2009'
DEVELOPMENT
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188.
Telephone (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplanOtukwila.wa.us
CITY OF TUKWILA SHORT PLAT
FOR RONG -FENG LI
LOCATED IN THE N.E. 1/4, OF THE N.W. 1/4,'
AND IN THE N.W. 1/4 OF THE N.E. 1/4,
OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
; KING COUNTY, WASHINGTON
12
7.34060-0681
(VOLUME PAGE
SHORT PLAT NUMBER
UTILITY LEGEND
SSHM /1
RIM =9264
e P.V.C. N. -S. -SE.
LE.-84.46
SSHM /2
RIM -99.72
8' CONC. N.
12' CONC. E.-W.
LE- 94.28
CATCH BASIN /1
RIM -91.20
8 C.M.P. S.
LE -88.57
CATCH BASIN /2
RIM -91.83 (SOLID LID)
12' CONC. E
LE -88.34
C.M.P.N.&S
LE- 85.18
CATCH BASIN /3
RIM -94.05 (SOLID UD. TYPE 2)
18' C.M.P. S
LE -87.33
12' BRICK E
LE -87.31
24' C.Y.P. N.
LE -87.07
CATCH BASIN /4
RIM -94.84 (SOLID UD, TYPE 2)
12• CONC. S.E
LE -90.48
8' C.M.P.
LE- 90.79
4'. P.Y.C. N.E
LE.-89.94
12 BRICK W.
LE -8& 10
20
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
OF SOUTH 130TH STREET. BEING NORTH 86.52'55 EAST
GRAPHIC SCALE
20
1" =20'
FOUND SURFACE MONUMENT
X6' CONC. PYRAMID & PIPE W%3'
BRASS DISK AND PUNCH STAMPED
'law mart C[7 SEC 10/35
N. QUARTER 5' WIRE FENCE ENOS
2.1'74.&2.4.0
PROPERTY CORNER
LEGEND:
(FOUND QUARTER CORNER AS DESCRIBED
ID FOUND MONUMENT AS DESCRIBED
® SANITARY SEWER MANHOLE
O IRON PIPE
4. FIRE HYDRANT
O WATER VALVE
® SEWER CLEINOUT
39241
4 1/
10 70 .81
6423'
EAWS.09'
f9' E. Cr
LDE
6' CIWNUNK
&7' N.W. OF
BDY. CORNER
5' WIRE FENCE
21' N.W. OF
LINE
L
CATCH BASIN
YARD DRAIN
WATER FAUCET
MAIL BOX
SIGN POST
U11U TY POLE
GUY ANCHOR POLE
GUY ANCHOR
ELECTRICAL POWER METER
GAS METER
LOT 2
8.459
SO. FT.
10'
MAPLE 14'
ORNAMENTAL
AS -BUILT UGHT RAIL UNE
734060 -0685
F.T. ELP85.96 -�
1665255E 771.64. MASI
-- 014S _ZS OF AD4CST--
S H 130TH
STREET
FOUND IN SE WITH CONCRETE TACK
AT INTEIISECTION OF3 H ST.
AVE. S. s SOUTH
CALCULATED POINT
0 INT. 26TH AVE. S.
AND S. 128774 ST.
(PER R2)
� wT1.68
_um/ R 1 MkIS E E7 °6994
_ EI'YC 3 W 5 -31.97 % f•• ?.•_ �.
'�'NLT AGE X239 (.; .GRAVE? •• I
4.71----------
C8OCOE.G.:410.
LOT AREA INFORMATION:
TAX PARCEL NO: 734060 -0887
PARENT PARCEL AREA: 14.959 S0. FT
PROPOSED LOT .1 AREA 6,500 S0. FT
PROPOSED LOT 2 AREA: 8,459 so. FT
FDUNO COUK:RETE MONIREN7
IN CASE M 3' BRASS DISC
Q,. 57.00 MVO 88)
INSTRUMENT USED:
GEODIMETER 600 AND /OR TRIMBLE 5603DR200+
METHOD:
CLOSED LOOP TRAVERSE MINIMUM CLOSURE 122,000
IN COMPLIANCE WITH REQUIREMENTS OF WAC. .332- 130 -090.
VERTICAL DATUM:
12' ADS
PIPE LE
41.57
NORTH AMERIGV4 VERTICAL LNTUM OF 1989
BENCHMARK
MONUMENT ID NUMBER 6423
A 1 -3/4' BRASS 05K STAMPED LS. N0. 17199'.
IN CONCRETE 94 CASE AT BACK OF CONCRETE
SEISM( W. OF SW. CORNER OF 600N0 LODGE
HOTEL. ON E SIDE OF SR 99.
ELEVA1101E 268.26 U.S. FEET.
SITE BENCHMARK $
EASTERLY MOST NORTHERN BOLT ON UPPER FLANGE
OF FILE HYDRANT N SE OW OF THE INTERSECTION
OF SOUTH 128111 STREET & mamma ROAD SOLIDI
EL 43.82 U.S. FEET.
CONTOUR INTERVAL:.
2.00 U.S FEET.
(CONTOURS 64S ED ON ACTUAL HELD SURVEY.)
INDEXING DATA
N.E. 1/4. N.W. 1/4. SEC. 15.
T.23 NORT14, R.4 EAST, W.AI.
REFERENCE SURVEYS:
(RI.) RECORD OF SURVEY IN VOLUME 108, PAGE 261
UNDER RECORDING NO. 9604199011. RECORDS OF
KING COUNTY, WASf6NG1OL
(R2.) BOUNW.W UNE ADJUSTMENT IN VOLUME 238 PAGE 027
UNDER RECORDING NO. 20071128900018 RECORDS OF
la1N COUNTY, WA516NG1ON. 208, PAGE 100
UNDER DA :�1K). 20 718900 OF
KING COUNTY,, 124.9014G70N.
(R4) MOT AMP DRAWER 56 SEOUENCE 20 (SR 599 R-0-W)
OWNER(S)'
ADDRESS`_ 18432 172ND COURT S.E.
PHONE• 425- 652 - 6987
air RENTON
STATE. WASHINGTON BP;- 98058
RONG -FENG LI
NOTES:
1. MONUMENTS LAST VISITED 03- 26-08.
2. TH15 SURVEY WAS PERFORMED WITHOUT THE BENEFIT
OF A CURRENT 1ITLE REPORT AND THEREFORE DOES
NOT PURPORT TO . SHOW ALL EASEMENTS, - COVENANTS..
CONDITIONS OR RESTRICTIONS, IF ANY.
SITE BM:
EAS7E LY MOST
NORTHERN BOLT
ON UPPER FLANGE
EL -4382
SURVEY IN N'E. 1/4 OF N.W• 1/4
OF SECTION t 5 T 23 N
R 4
IN KING COUNTY, WASHINGTON
DRAWN BY,
J.A.C.
• 945 N. CENTRAL. STE. 8104. KENT. WA 98032
E -MAIL• onlOoramomw.aom
(253)852 -4880 (Iowa) or 1- (800)251 -0189 (toll TAW (253)852 -4955 (fax)
-10/19/2009
J08 NUMBER
2008 -036
CHECKED BY
0.8.H.
2 OF 2
GRAPHIC SCALE
.20
0
ARRRSJ?d2'lQNS.
20
& DM CORNER
COMPACT ..
CATCH BASIN
CLASS
CLEAN OUT
STORM DRAM
DOUBLE DETECTOR OIEEC VALVE
.DUCTILE NON
DOWNSPOUT
05
DRNE1uT -
ELDRITCH
FORMATION BRAN
FIRE DEPT. COPDIECTI N
F1MSN FLOOR
FIRE HYDRANT .. _
HMNDIGAP
6VV4:7 ELEW4710N .
MECHANICAL JOINT •
OVERHEAD
PROPERTf LANE
RACLS
RIGHT-OF-MY
• SANITARY SEWER
TEST MT
MESS AIMED OTHERWISE
SOLING
EAST
NORM
NORTHWEST
SOUTHWEST
• NORTNIFAST
70 70 ST
TO
PROPOSAL FOR RING -FENG U
91E ADDRESS 4066 S. 128TH 5T. 1UKV&A, WA
MAIL ADDRESS: 18432 172ND CT SE RENTON. WA 98058
PHONE: (425) 652 -6987.
NOTB: PRIOR TO STARING COISIRUC110N, CONTACT ME -CALL (1 -800- 424 -5555) FOR TIDY:
LOCATIONS
CONSTRUCTION
1. ALL WORK PERFORMED 54ALL 00 PER APPROVD FLANS AND 9WICA1ISIS
CET. THE FESIJTIFE 5 REWIRED 10 MAINTAIN A SET CF APPROVED PUNS, :.
9'EW1CA110NS, AND ASSOCIATED PERMS 51 1HE JCS SITE NORIE SHALL BE
PERFUMED N. ACCO4EANCE-NTH ALL FEDERAL STALE AND LOCAL LAWS.
PESET1EE SHALL APPLY FOR A REVLON FOR ANY WOAD NOT ACCCRDORG 10-
THE APPROVED PLANS
2. PUWDTIEE/CCN1RAC151 SHALL 07001(E A PRECONSTRUTEN CONFERENCE
EN THE QTY'S GSPEC15t(S) PER TO ENKE MY WORK
3. O R K ROADWAYS .
A. AIL W01M. N ROADWAYS 901 MEET 1110 11 AND THE FOIDNNG
B. PIER 10 ANY ACTIVITY N air RIGHTS -WAY 745E ERODE TALL
P11101150 1)45 CITY A TRAFFIC COERCE RAN FOR RENEW AND APPROVAL TIE
TRAFFIC CORM PUN SHALL INCLUDE OE LOCATION, ADDRESS AND
0607011ON OF TRAFFIC FLOW DURING TIE WOE AND 901 LEFT MUTN.
RECOMMITS
C. ALL WON REOUNNG LANE CLOSURES MET RE BY PFAIOT. OILY. FROM THE
TINE 1WRSDAY N NO6L(BER 10 7145 FOLLOWING JANUARY 2ND, DE
DIRECTOR DOES NOT AU.0* UNE CLOSES N THE 1UKW1A URBAN CENTER.
D. FEE PEDESEM1, AND VEHICULAR ACME TO MUTE SHALL BE
UNTAMED AT AU. TOES, INCEPT OEN PEAOTIEE HAS Pooessco FROM
THE BUILDING DOER AND THE OBECT5R TO CLOSE AN ACCESS
E ALL ROADWAYS STALL BE KEPT FRO: OF DIRT ME OFBOS USING STREET
DEMERS. USE O' WATER TRUCKS F'dt DEANE ROADWAYS MITES
PREAPPROVAL FRCP TIE 06ECIOL
. F. INSTALL 5112. RATES OVER ANY TENCH, AT ANY ID E'675IX 5 SLOPPED MD
THE TRENCH IS LEFT CFO.
•
%ENT NCIM
COVER SHEET & 945 PLAN
PRE1118NARY GRACOO AND TREE INTERIM PUN 2
P11}LNN� *01001 0 RAN 3
P�L151 WATER AND SEWER PINT 4
0ETARS 5
SHEET N0.
oE
Z a &9-drr
L
Lr ZI N..Ol
COVER SHEET
LOCATED IN. THE N.E. 1/4, OF THE N.W. .1/4,
OF SECTION. 15,. TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M.,
KING.. COUNTY, WASHINGTON
n
10' ALDER
LOT
8, 59± Q.FT.
O MAPLE ..
;f
1LOT2\
6,50'1 SQ.FT.
LICHT RAIL
CONC. •COLUMN
.'7
(A :` LOCATION
OF x101 02)
ai
4' ORNAMENT
maze MOMS
.ROAi mria
JLPI
\\
PIAN
8 :..PVC E. W. Y SW. - E 40LDo'S E.)
C7R CHANNO- 22.39'
RIM a 7 -:
12 • W. / -69.'
12' ADS E LE -70.00
$,
7
8' JUNIPER
8' BIRCH
e' HEMLOCK
a
\0
. •. RAI + 4079
12 ADS W. LE - 59
"D- 72' O E LE -3874
12' ADS S LE,48.74
EDGE �h -
■41.18
W.
r PVC W. & it CONC. I. S
C1R. 04/3/3-31X
RIM - 01
12 - DH LE -70.
GENERAL NOTES
1. LOCATION 9E0RN ER MEOW UTLRES ARE APPR5m1A1E
2. AT LEAST 48 HORS BEFORE STARING PR0ECT 9TE TOR(,
NOTIFY 1HE UIUTES INSPECTOR AT 2G6 -433 -0179.
3. REQUEST A PUNK WCRKS UA)10 BSPECIION.AT LEASE 24
'.HOURS N- ADVANCE BY CALUNG 206- 433 -0179.
4. THE CONTRACTOR AMINES SCLE 009'ON904110 FOR '
10RKFR SEEM AND DAMAGE TO STRUCTURES AND
IMPROVEMENTS RESULTING FROM COSBBICTION OPERATIONS
S THE CONRAC15t SHALL HAVE UEIFfR11T(S) AID
CON0DCMS 114E APPROVED PUN` AND A CURRENT COPY OF •
QTY OF 10506.4 DEVELOPMENT GUIDELINES AND 116151 AND
CONSTRUCTOR SGN0ARD5 AVAILABLE AT THE JOB 91E
6. ALL WOBC SHALL -CO CTI TO THESE APPROVED DRAWINGS.
ANY ORANGES FROI THE APPROVED PUNS MOUE
PRE- APPROVAL FROM THE OWNER TIE ENGINEER, AND 111E CITY .
.O'TUKWILA
7. ALL - IE1HC05 AND MATERIALS 9011 MEET COY OF TUKYBL7
GEVELCPIEHT GUIDELINES AND DESIGN AND CO 10TRUCTICR .
STANDARDS 186E55 THEME APPROVED BY THE PUBLIC
KIES DOWER.
8. CCNIRACOR SHALL MARIAN A CURIEM SET OF RECORD .
9. CONTRACTOR SHALL PROVIDE RECORD OUTINGS MR TO
- PRO.ECT FINAL. APPROVAL ..
10. PROVIDE TRAFFIC COMM AND STREET MANIDUNCE RAN -.
FCR PUAUC WOKS APPROVAL BEFORE IIIRINENTAIIOI.
11. ALL SURVEYING FOR PUDIC FAO.LTES SHALL BE DONE
_ .. UNDER THE DIRECTION CFA WASHINGTON wow L to
9NVEY5C 651IJLL DATUM TAU. BE NAVD 1988. HORIZONTAL
DARN TALL BE WA9040151 STALE (GRID) C05ENA1ES.
: NOR1H ZOE,U99G RAD 83/91 SUMO CONTROL AND TED TO
ANY TWO QTY CF TUKWI A HCRIENTAL GON1R0. MONINEN1S
FCR PROEMS 11101 A FLOOD coma. ZONE 1RE.PW1T1EE
SHALL PROVIDE COMMON CM1RA115S TO NGVD 1928 ..
'Y2 IERACE OR RELOCATE ALL 906 DAMAGED OR REMOVED
DUE 10 CO GD0051105 .
IS RETAIN, REPLACE co FEMME DT= VEGETAIKN N.
RIGHT-OF-WAY, EASE1®11S. MO ACCESS HULLS .
•
SITE PLAN
1 " .o20'.
58 RIM -57.08
•12 -DI W. -49.L
I2' ADS E LE- 4895
I2 ADS .•s -
LC -39.96 \ II
LEGEND.'
MMS'CRIPJYWF
51001 SEWER
SANITARY SONO ..
WATER
AC PAVING
CONIC. S1DEWAUC
SPOT ELEINTONS .
COVTOURS
STORM CA70HB7SR/
SANITARY SOWER MMNNOLE
WATER OWE
DEODUOAS 1REE
WATER METER
GUY ANCHOR
GAS 187.7E . . .
WATER SPIGOT
SEWER STUB
CLAVERT
IRISES TO BE REAIOVED-
D8
cs7:
12" ADS M. LE -3831
12' ADS S LE-38.35'
S 126th ST
S 128th 5T
0
S126th St
128th ST
S 1301h -
5130 a H
4'
S 13101 ST
VICINITY MAP
NT5
BASIS OF BEARINGS: -
• 6EIJSiSS SNOMN K03E311-ARE BASED CN 1NE.CE7N1E18NE -
M S 13016 51. 6090 1151114 86'52'55' EASE
LEGAL DESCRIPTION:
MAT; P'_*101 CF TRACT 46, RIVERSIDE NE7CRBAN TRACTS. ACCORDING
'u THE R A* 1Wn7IF RFC587ED N VOLUME 10. CF PUTS PAGE.74, N KING - -
.._- ..... AD>•ui..44-- - -
BECOMING AT A ENT 01 111E REST UNE CF: SAID TRACT 46, 424.4 FEET -
MUM OF 115 NOMINEE CORER DUET: . - - -
111EK. EAST AT RIGHT 8110.15 TO SAID VEST U E 2C0 FEET 10 THE TRUE
PENT 70 90 00ONQ • -
THENCE CONI6WDNG. EAST -ALONG SAID WE 143.75 FEET. MORE 5R LESS 70
THE 505T LNE OF SAID TRACE 46; - - - -.
THDL2 SOUTHERLY ALONG SAO EAST LNE 10 1HE SOU10*51 COMER OF SAID 1RAC1 -
MIDOE VIESTF .Y ALONG 1HE SOUTERLY ENE. C4' SAID TRACT TO AN NRRSEC110N WIN
A LO ■F PARALLEL OM AND 200 FEET EASTERLY, MEASURED AT RIGHT ANGLES," FROM 1HE.:
iE51FRLY UUNE OF SIN TRACT 46; '
THr- NORTH ALONG -SAID PARALLEL 11X!,.10 THE TRUE PUNT OF 5G88O8;
T50T"T :).AT PORTION THEREOF CONDEMNED BY 114E 'STATE OF- WASHINGTON FOR PRNARY
SA t 1 HOHWAY NUMBER 1, FOSTER INTERCHANGE TO S01.111:111801 S1REEE UN0FR IONS
.C59111., SUPERIOR COURT CAUSE NUMBER 847372
VERTICAL. DATUM:
1CRIH AMERICA/1 VURTICAL DATUM CAF 1988.
1
BICNC MARK: -.
F - W5J0.T. MONUMENT ID NUMBER 6423 .. 1 3/4'. BRASS 59( STAMPED 1S 110. 17199'
,. L N ..,F AI 800( OF COOKIE
v w MATT Or TfM1911 /nom
• HOTEL ON E SIDE OF SR 99 . . .
. FJEV' - 26828 U.S. FEET - .. .
IVES/ 6II377PIC .
jo. STORM
--w- -111LWTE$
/2a AIM
7D- -50
m.
a
SITE BENCB/ARE 11: .
EAST1LY MOST NORTHERN BOLT ON UPPER RANG OF 050
HYDRlNT N SL WAD CF DE.NTEJSEC851 O' S 128711 5T. &
MACADAM RD S -
FL - :43.82 - -
CONTOUR INTERVAL:
251:0.5 FEET.
COM58S BASED ON ACTUAL RE1D SURVEY.
NOTES:
I. MONUMENTS LAST N91ED 03- 26-08.
2. Th SURVEY WAS ERECTED W7IHOIT THE BENEFIT
OF AUNT:NT 1111E REPORT AND THEREFORE DOES .
NOT REPORT 10 97067 ALI. EASFNE 415, COWNA 475,
. ENDITONS CR TESTRIC1104S'IF ANY. - .
REFJ RENCE SURVEYS:
RI:' ROS Et 208, PG 100 - -
R2013 BK. 12PG167 -
R3: RCS BK. 75, PG. 140
R4: NE BK. 84. PG. 207 -
z
0
V1
LY
N�--4
Vf
w
z
z
a
SURVEYORS
N
EL'
W
z_
O9
z
W
..GRAPHIC SCALE
20
•0
20
PROPOSAL FOR: RING -FENG U
STE ADDRESS: 4066 S 1281H ST. TUKWILA,'.WA
MAO. ADDRESS: 18432 172ND CT SE RENTON, WA 98058
PHONE (425) 652 -6987
55Pf9Y42
11'
r
IC ALDER -..
LOT 1 I o
B 59± Q.FT. X j
T. '6'
0
LOT.
6,504.1- SQ. T.
PRELIMINARY ' GRADING AND TREE RETENTION PLAN
LOCATED IN THE N.E. 1%4, OF THE N.W. ,1/4,
OF SECTION .15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, ` WASHINGTON
LICHT RAIL
CONS COLUMN
• 1
s• ORNAMENT
4' (
EZES
7'
Y BIRCH
0
ADW.L
S E LE -70.00
•. 5m - a .40.,
12 W.
r0 -12' C4 E LE.3&.74
12' ADS S. LE. 3&74
CB RIMS .41.15
2 •
=4' 7
f2 • N.
12' ADS W LE.3I.31
fY ADS S LE..38.38 .
RIM
17
W I
1.4O
GRADING AND TREE RETENTION PLAN
1 " =20',
?TT.
GRADING QUANTITIES
VOUME OF OIT:98 01. Y0.
-VCLNE OF FIL:31 01. 'D. -
CRADINC AND EROSION CONTROL NOTES.
1. THE ER090I PREVENTION AND Moen CONDO. (ESC)
MEASURES ON THE APPROVED BANS' ARE INMAN
.
RECOMMEND
2 BEFORE DEGONING ANY 0OIIS1RUCIION ACTMIDS,
ESTABIl9i THE CLEARING =TS. INSTALL CONSTRUCTER
ENTRANCE, NM INSTALL 010901 PREVENTION AND SILENT
CCNTR0. MEASURES.
3. BEFORE ANY GROUND DISTURBANCE OCCURS AL
DOINSIREAY EROSON PREVFN101 AND SILENT CONDO.
REAMED (ESC) MUST BE CONSTRUCTED AND N OPERATION
INSTALL AND RANT= ALL ESC MEASURES ACOQING TO THE
ESC PLAN.
4. ESC MEASURES, NCLIIDING ALL PERIMETER CQDROI% SHALL
REMAIN N PLACE 0110. FINAL 91E.COSIRUCRON 15
COMPLETED AND PEMANENT STAIUTA1101 6 ESTABLISHED.
S FROM MAY 1 TIROON SEPIEIOER 30, PROVDE TEMPORARY
AND PERMANENT COVER MEASLES 10 PROTECT 061UROD
AREAS 1110 ELL REMAIN 1NIVONEDD FOR SEVEN DAYS OR -.
MORE.
& FROL OCTOBER 1 THROUGH APRS. 30, PROVIDE 1131PORARY
AND PEDIMENT COYER MEASURES TO PROTECT DISTURBED
AREAS THAT Y11 REMAIN M ERCED FOR 110 DAYS CR MORE
ADD11)0N TO COVER 91(401 ES, THE 0911RACTOR 944U
A PROTECT =ORES 0010 SEEP OJT AND FEL SLOES F
UN 90 fOi 110E THAN 12 HOURS
B. SRO] PILE, ON 97E, ENOUGH COYER MATERIALS 10 O MR
ALL DISTURBED AREAS
G' BY OCTOBERS SEED ALL AREAS THAT ELL RELIAN . .
UNMIXED I ED DOING DIRE MET SEASON ( OCTOBR 1 T RCMON
APRIL 30} MULCH ALL SEEDED ARAS
7. FALU E TO MAINTAIN ESC MEASURES N ACCORDANCE NTH
ME APPROVED MAINTENANCE S0E0IRE MAY MALT N THE
WORN BEING MVO= AT THE mom CF THE DIRECTOR
AID ASSESSED AS A URN AGAO6T DE PROPERTY MERE SUCH
FACMIES ARE LOCATED. - 8. DURING TFE UIFE OF THE PROJECT, 718E POMMEL 9141
MANTAN N GOOD COMMON AND PROFILY REPAIR MORE
OR REPLACE ALL GRACE 91 FAO3; WALLS. DRAMS. DAMS. .
STRUCTURES. META-1101, ER09Oi AND.9DWENT CONTROL
MEASLES, AND OTHER
- _ PRO1EC1YE IEVICE5 IN ACCOMDN47 61111 APPROVED PUNS
9. TIE DENIM SNNL MORTON ME DOMSTRF/0 DRAINAGE
REMOVE ALL- .SE091D(T DEPOSITION RE911.110 FROM PRO.ECT..
10. ALL TOR PERFORMED 9%ALL RE PER APPROVED PLANS NO
SPECOCA1IONS O&Y. THE 99391Tna 6 RECURRED 10 ..
MANI= A SET OF APPROVED PANS AHD SPECFIICAIHNS AND
ASSOCIATED P08015 ON THE JON 9TE. ICRK SHALL BE
PERMED N AGES DANE 0118 ALL FEDERAL STARE' AND
LOCAL LAWS
11. AS 11E FIRST C OY OF DU9IESS, LIE PERITTEE 91A11.
INSTALL ETD901 PREVENTION AND SEDIMENT CONDO.
MEASURES PER "THE ESC AID SHALL INSTALL THE DOTRSTREAM
1F1FOtARY ESC MFA3AE5 BEFORE ANY 011E 06RA1ANCE.
OCCURS. BER0 TIE T61Pdt0RY MEASURES ARE WPM
INSTALL NO (5741880 1E UPSTREAM .. -
PENNON ESC 110311RE5
12. 11E PEHYTIEE SHN1 AT ALL 1NES PROTECT MOTIVE
AREAS DER BUFFERS. NO ADJACD1T. PI6VAIE PROPERTES
AND PE6UC- 80115 -OF -WAY OR EA4ND71S FROM DAMAGE .
D RNO GRADING OPERATIONS. THE MOTE SHALL RESTDRE
TO TIE STANDARDS N EFFECT AT THE 1IE OF THE ISSUANCE
CF 11E POW, SIROTRE AREAS,
1ER MEEDD, AND PU18L MID PI8VAIE PROPERTIES AND ...
91FROYOmfS DAMAGED BY THE PER511EE5 MEE7RAB400. .
13. PERUITIEE MAIL MANGE FOR AND COMPLY MN IRE
FORTING
A NO190TIE PUT= MORKS OPARIYENT EDEN 48. HORS
FOLLOW/5 IMSTALLAION OF ESC MEASURES
B. OBT4N PONEMN N MIlG FROM THE POUC MORNS
DEPAR71&NT KKR TO MODFYOD 111E Ems;. PLAN.
G MAN7AN ALL ROAD DRAINAGE SY9' ;n- S'3 011 WATER
. GRAMME SYSTEMS. CONIR0. MEASURi5 AND OTHER
.
FACILITIES AS DEIEIF 00 N THE ESC PAL
D. REPAIR MN SLTADO N CR (80901 DAMAGES TO *1011)04)141)
PRCFER1ES AND CRENATE FACILITIES
E 1FSPE T ACCODI40 10 TIE APPROVED ESC INSPECTION
SCEDOF AND MME NEED REPAIRS 13EDIATEL1
TREE PROTEC1101 PER BETAS 1/2
115E5 10 RERAN
TREES 10 BE REMDVED
90IICANT 1REE- PAESERVA110N e. 70 TREES PER ACRE. LOT 2 6 7718
SO FT, REQUIRING 13 TREES
PER 1 &06.775 S9IICANT TREE
...A '90IFICANT TREE' MEANS A -1REE (C071011800D DICUIDED) .'
MOON 6 4 INCHES CR MORE IN DREM AS MEASURED 4.5
FEET ABOVE GRAS
SOIICAl1T TREES REMOVED: 0
•
tow
1' D /AM£7ER FOR EVERY 7" CAL/P£9 OF TREE
DTL 1/2. TREE PROTECTION DETAIL
N7S
•
TREE PROTECTION DURING CONSTRUCTION .
1. 4 o• 6 FEET 1901 1131PORARY CHAIN UDOC FENCE OR WI NSBNTY
PLASTIC MB FENCING SHALL BE PLACED AROUND =RG1. ROOT AREA
CF TREES TO BE SAVED THAT ARE ADJACENT 10 DEVELOPMENT.
061GLL ROOT AREA SHALL BE EQUAL TO F DOMEIER FOR EMERY 1'
CAPER OF MISTING 115E FOR OXS1ER5 OF TREES FENCE TO MALE
031411117415 UNE.' INSTALL CHAIN LINK FENCE POSTS U1N1 PER
8DOS O&Y. AVOID DEMO POSTS ON STAKES INTO MARK ROOTS.
"TREE PROTECTION -AREA' 9015 SHALL BE PLACED ON ALL SEES 7 .:
FENCED AREAS Do NOT O(1ETD PROTECTION MEASURES TO OF 971E
PROPFRTFS
-
2. DEMENT Cr ROOTS EXPOSED COMM CONSTRUCTION FOR ROOTS
OVER 1' 04 OAME7ER DAMAGED DOING CONSTRUCTER, NAME A
CLEAN, STRAIGHT OJT TO REMOVE DAMAGED POR1104 OF ROOT.
ALL DPOSED ROOTS SHALL BE 7EMPORARLY COVERED W/OMF
IURIAP 10 PREVENT DRYING. AND COVERED 981)4 SL AS SOON AS
a MTIN EDO PROTECTION FENCE SOU. BE DONE MANUALLY. NO
S,0OF9NG CF MATERIALS OR S10RAE CF EQUIPMENT OR
...... MAO0ERY STALL BE ALLAYED MMO N ME LIMIT OF 10! FENCING.
U v ��..II 0� n W + :- 0:1-: z , .. z N M K
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0 -s
0
20
GRAPHIC SCALE.' 1' =20' .,
PROPOSAL FOR RGNG -FEND U
SITE AGGRESS: 4066 5. 12131H ST. 1UK'MtA. WA
MAL ADDRESS 18432 172ND CT SE RENTON, WA 98058
PHONE: (425) 652 -6987
STORM DRAINAGE NOTES
1. AIL MEDICOS MD HATcRAIS SHALL MEET CITY CF DMA DEVELOPMENT ..
GUIDELINES AND DESIGN AND CONSTRUCT= STANDARDS. AND THE ORTMEF T KING
CORM SURFACE WATER DESIGN MANUAL, MESS OIHEW6ISE APPROVED,
2. MARK AI/ STORM DRAIN INLETS METH 'DUMP NO WASTE' AK) OTHER 'DRAINS TO
STREWS , BRADS TO DE U1105. OR 'DRAINS TO GROUNDWATER*, AS APPLICABLE
1 DRIVEWAY CULVERTS SHALL BE OF SkFIUFNT LIMN TO Few* * maw 11
SLOPE RCM THE EDGE OF THE DRIVEWAY TO THE BOTTOM CF THE DITCH. CULVERTS
- SHALL HAVE REVE1fD END SECTIONS THAT MATCH THE SIDE SLOPE .
O
0
PRELIMINARY DRAINAGE PLAN
LOCATED IN . THE N.E. 1 %4, OF THE N. W. 1/4,
OF. SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST,
KING ,COUNTY, WASHINGTON
CB RBI + PET 68
72 COFC 6. �
Ir ADS E LE.70.00
•
6'•JUNFE71
6' BIRCH . LB
U6HIOfJK
cB RIO r1 I6
6.I
1 06
W .49.0.5
71• *0.5 E LE, 1696
PRELIMINARY DRAINAGE PLAN
1" =20'
ABBRBF7df9QNS
BLC SULAWG CORNER
C COMPACT
CB CATCH BASIN
a CLASS
CO - CLEAN OUT
o 570161 DRAW
OOCV DOUBLE - DEIECIOR 0HE07'MIRE
d DUCTILE IKON
DS DOWNSPOUT
0/1+ DRIVEWAY
EL ELEVATION
EMT EASEUE)7
70 'DUMDUM" DRAW
7T7C FRE DEPT. CONNECTION
FF FINISH FLOOR
Fln PRE NTDRANT
FL FLANGE JOUR
H/C IMAIRCIP
WWET ELEVATION
LF UVEAR FEET
LAN0.SGROAl
Ia. • - MANHOLE
W - L CI4VOCIL JOINT
ovND - OVERIHEAD.
a PROPERTY. LINE
R - RADIUS
R/W -
RIO NT-0E-WAY
5 - - SANITARY SEWER .
SAT - SIDEWALK
ro -
TOP OF CURB
7P - TEST -PVT
U.11.0. - LNLES4 NOTED ODIERWSE
5 - SOUTH
W - WEST
E. - EAST
N - - NORD4
NW - NO DAVES'T
SW - OST
N
NE _ ORTHEAMFAST ..
5E' - SOUTHEAST
7516 - TO BE BELOVED
&WONG arot
CB RP a. -,3a8- - -
lY CCNC c 1.7...69.94
LT' ADS E LE:.70.00.:
9452L -C8jl
...E70512FD.:L2'
PIPE LE. 4
AOS:PIPE:::.::....
23+00
22 +00
21+00
DRAINAGE PROFILE
=10' VERTICAL, 1 -" =20' HORIZONTAL.
20 +00
PROPOSAL FOR RONG -FENG U
STE ADDRESS 4066 S 1281)4 ST. NKYAA. WA
MAIL ADDRESS: 18432 172ND CT SE RENTON, WA 98058
PHONE: (425) 652 -6987
GRAPHIC SCALE'
1 - =20'
20
PACPERYUN!
3M OR 1' PARTS LIST:
1- T' COUPLINGS MUELLER 110 X ANGLE STOP. BALL
1- 1' OR 314• CORP STOP -EAU-
1 TAIPIECE WITH FEMALE IRON PIPE THREAD
NOTES:
- 1. NO METER BOXES 01 SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE •
2. USE CLEAN NT MINUS CRUSHED ROCK TO (SACKFUL AROUND CORP STOP AND
SERVICE UNE. . .
3. REFER TO CHAPTER 7 OF THESE STANDARDS.
=ID •011.1
City of
Tukwila
METER
3W OR 1'
MEET
WSd1
mean = 03.03
....OM% B. SHELTON
6
..la
PRELIMINARY WATER AND SEWER PLAN
LOCATED IN THE N.E. 1/4, OF THE N. W. 1/4,
OF SECTION 15, TOWNSHIP 23 NORTH, RANGE . 4 EAST, W.M.,
KING COUNTY, WASHINGTON.
.ssQ
•
So as tf.
-3, 97
3.
a
0
CONC. COLUMN
I I
PAC - E MOWS E)
CTR CHWEL -72..39'
7Y AOS E LE-70.00
71' 406 E LEA 48.87
1. IAATERIA S AND INSTALLATION CHAPTER 8 OF THESE STANDARDS
2. DECOMMISSION SEPTIC WIC PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY
HEALTH DEPARTMENT.
3. WATERING SEWER LINE SEPARATION 10 HORIZONTALLY. RIZONTALLY. IF WATER AND SEWER UNES
CROSS, SEWER SHN1. BEAT LEAST 18' BELOW THE WATER LINE.
NOT roMAUI
City of
Tukwila
SANITARY SIDE SEWER
RESIDENTIAL
SWIM
SS-02
MM WAY B. SKELTON
PRELIMINARY WATER AND SEWER PLAN
1 " =20'
PRELIMINARY WATER AND SEWER PLAN
V)
CC
W
Z
Z
a
SURVEYORS
RONG FENG LI SHORT PLAT
SHEET: 4 of 5
o.
DETAILS
LOCATED IN. THE N.E. 1/4, OF THE N.W. 1/4,
OF SECTION 15, TOWNSHIP 23 NORTH, RANGE :4EAST, W.M.,
KING COUNTY, 'WASHINGTON:
0
re
re
d
z
U*ASwwvn
.Rwwr•sr•,r
IISleao101KM lEW.
- r Y. i CUM. IA��
Wxxa II
RvON Aa oaTE0(RNDAI000VER
ROER 4 ADIINT.BR aCTCS
PIMP.=
MIMIUAeCOVER
eRP.Aa1ADDO1
BLOT NAIL
LOCKING LID
VANE DETAIL
W,a
Li
WWL
NOTES:
1. WELDING LS NOT PERMITTED.
2.- DIMENSIONS SHALL HAVE A 61/115" TOLERANCE.
S. EDGES SHALL HAVE 1/C .RADIUS AND vr CHAMFER OR COMPLETE
DEBURRDRL
4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW
SMALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE
-. LETTERING TO BE RECESSED 1/17.
5. EMBOSS GRATE WITH MATERIAL TYPE. DI (FOR DUCTOE IRON) OR
CS (FOR CAST STEEL). NEAR THE NAME OF THE MANUFACTURER.
8: THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WTI
ALL NEW OR ADJUSTED CATCH BASINS. EXCEPT THOSE WITH SOLID
UDB.
7. PLACE CATCH BASIN MARKING.'OUTFML TO STREAM. DUMP NO
POLLUTANTS•. ON THE SURFACE OF EACH GRATE PREFERABLY
LOCATED IN THE BORDER AREA -
8. LOOMS; LID REQUIRED WHEN NOT INSTALLED IN A CITY STREET.
City of
Tukwila
rVAVATI T IOTTAIE
.. / OIARNINFDIxE1.
�/ I,OOWFOGI.
ORANEm.TREA ■�
L—r —J I
CATO( BASIN MARKMG .
CATCH BASIN & INLET
VANED GRATE
NHL:
avow N: 05.03
.NRaN, B. SHELTON
DS
N:410 VALE
T(Ia..x)
N ORM 'UV
•
C31
W NAr (VARE.)
WO•• r
E
' GSM RACE
NOTES:
CAST N RAZ I MOST
- J
,rte
mEr � = •
NOIE01I001AEB
(FOR PRECAST eMEW MN,EONL WOO •
- OAEW MR IN MR B.ZCIlw FOR4 •
- az W EMT REACH OREC11011 FORK IN
O]E W MFT REACH ONFC110M FM W
•
I USTDMEMIIMNINN.L Nato '
aAVEIACKFLL FOR ME MO N.
T (` rNx.wrADTmDEPTH. FOx.mMAV,
j eA.E1C V.
mown CaTN RACE co se+raE PRECAST MEE
a.sanoCMEELO°MSERa1E ILEONN)
0230211107 NEAOI ONECTOa10R.I
MOW NFTNEA0I ONECII MFDRK
ODWNETN FAOIpKCONIj.# W
1: I AAIDHCL.DS M RISER OR ADJUSTMENT SECTION SHALL HAVE 7 MIN. CLEARANCE STEPS
B4 CATCH BASIN SHALL HAVE IT MIN. CLEARANCE NO STEPS ARE REQUIRED WHEN'S' IS A'
OR LESS. REFER TO DS-10C AND 05.11 FOR STEPS AND LADDERS
2. PRECAST. BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 7 ._.
MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL
THI2ONESS. MAXIMUM HOLE SzE IN 3C FOR 48' CATCH BASIN, 47 FOR 54' CATCH BASIN,
AND 48' FOR 60' CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES N 8': ., .
3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 7 MIN.
CLEARANCE -
4..THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. - 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER -
0. LOCATE STEPS AND LADDERS AWAY FROM OPENING$ AHT) CENTERED OVER THE
MANHOLE REFER TO DS-06 FOR VANED ChWIE AND CAi Lt.` IN MARXINCS.
City of
Tukwila
CATCH BASIN
TYPE 2 (4W/54'I00')
NEE,
mace N, 08.03
Anhw': B.8 )461700
DS-02
•
NOT TONAIE
OWNER: RONG FENG U
SRE ADDRESS 4066 S 128731 ST. TUKWILA WA
MALI. ADDRESS: 184321TdND CT SE RENTON, WA 98058
PHONE (426) &4 -6967
- NOTE:
PRIOR 1O STARING COtSIRIC11011, 000 TACT ONE CALL
(1-000424✓ FOR UMW LOCATIONS.
a
m
COOP
OS
OW
EMIT
FCC
Rff
0
R
D
Ls
0•0
PL
RN
SOFT
DADA7 .
1C
IP
• UNa
• W
8
7E
75E
LOCATED IN THE N.E. 1/4, OF THE N.W. 1/4, . OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON'
LOT
5,50Yt SQ. T.
O Y11NGmiB
CLASS
STORY M
OG9E0 .EL 9SIONOEQWiIw
▪ e
cm
9.. PYCawL ma w..S, Jy SM 750. (FLOWS E)
-12
anstax
EMMET
FORMATION OM
FEE CCMCOOBIEN
01401 ROO
W/mF/
M MEET 78887 o1
LWARFFFT
4.
-77.88
L T• '
E 1.E .470.00
2'DM ASPHALT DW
PER OTL 1E1
,
REMOVE aye ASPHALT
�'F R0U
BASE PER •,A.•F •77NDTI.EL
ANDREA': OF•.
TOM
C8 RM EL -40. 79'
2 .. W. 1.0 ■38.59
72' 07 E 1.EA3&74
012' ADS S LEA3&74
CB RIM -a -41.10
72 'DI W. L A39.11
-4 04-
8' PVC w. R le• CONC. N.. 1
CM. CHANNEL-1120
BASIS OF BEARINGS:
BFARN(SSOVN TERE011ARE BAS® ON THE CENTERLINE
OF& 13011 ST, BENGNOR1He643255EAST. -
LEGAL DESCRIPTION:
THAT PORTION OF TRACT 4& RNERSDE INTERURBAN TRACTS ACCORDING
To TIEPUTTNERECF RECORDED IN VOLUME 10 OF PLATS PAGE 74. IN NOIO
COIROY, Vp9W5G10N, 0ESQ0EDAS Foam&
REG1NP7G AT A FONT ON THE NEST UNE OF SAD TRACT 46, 424A FEET - .
SOUTH OF DIE NORTHWEST COR731 THFJECC
THEWM EAST AT MGM NIXES TOSAID WESTUNE, 200 FEET MINE TRUE
.THENCE CONTINUING EAST ALONG SAD UTE 143.75 FEET. MOM ORLES& TO
-1HE FAST 1JNE OF SAD TRACT 46;
THEME OUDAN-2M NG SAID EAST LINE. TO THESOUTIEAST CORNER OF SAID TRACT;
THENCE WESTERLY ALCM THE SOUTHERLYLNE OF SAID 'MACE TOAN INTERSECTION WITH
ALOE PAR/ LSNIMA3M 200 FEET EIS1FaY, IEASIFEDATRIGHTANGLES. FRO111HE
NESIER1.7 UNE OF SAID TRACT 46; -
i IIE,ICENOIi1HALCM SAD PARALLEL LAE 10 TPETRCE FONT OFBEGNNNEL
010E T1HAT PORTION THEREOF CONTEMNED BY THE STATE OFWASH01G10N FOR PRIMARY
STATE HIGHWAY RRIB9I I, FOSTER INTERCHANGE SOUTH 110TH SLEET, UNDER KING
COUNTY, SUP660R COURT CAUSE NUM8ER 84AT2.
FAY EL -72.0
p
70.00
J
d
ILL
TIP pQ1W
103107
IllESSPOTECIOIREIMISE
EMIR •
W37
EAST
NORM
NOMHAEST
NORTH MTHtSAN VENTMAL DATUM 001908
105E ROMEO
SITE PLAN
CONSTRUCTION -
1. ALL WORKPE FORMED SHALL BE PENAPPR7VED PITHSAND SPCCFEAT0NS
CPU. THE R3MI11E IS REQUIRED TO HAM MASET OF APPROVED RAPES.
S P E C F 1 C 1ION3.ANDASSOCIATEDF0MTs(NTHEJ0R SITE NOMSHALL RE
PERFORMED NACGAMANCE WITH ALL FEDERAL. STATE MJ LOCAL TAWS.
FFAIRTTF£ SHALL L APPLY FOR A RLiA90N FORANYWD3K NOT A000RDR0TO
THE APPREA DINS.
PHAR1ffiCONTPACFORSFALL ARiMSEAPFECC STR ZTIRI COTEEENBE
WITH TIECIYS PSPECTOR(S) PROVO maw= ANYNORL
I NOON N ROADWAYS
A ALL WORK N ROADWAYS SHALL mar TIC 11 AND THE FOLLOWINL'
B PRIOR TO ANY ACTMIY NCRY 1613M140E-WAY, DIE FEMME SHALL ..
PFIDVDE REGINA TRAFFIC COMMIT RAN FOR RFAEWMDAPPAOVAL1HE TRAFFIC COMM. PUN 9WL NDlAE THE LOCATION, ADDRESS MO '
OESCRPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MJTCO
REQUPBIENTS
CAL. WORK NEC U7Sm LANE CLOSURES MUST BE BY PFRIET ONLY. FROM TIE
•TH I D THURSDAY N NOVF3AR6iT°THE FOLLOWING JAMW1'261 THE
DIRECTOR O1 S ACT ALLOW LATE CLOSURES N THE ILMVYAA URBAN CENTER
D. FIRE PEDESTRIAN. AND V130QRAR ACCESS TO N18DNDS SHALL BE
MANTAINED AT ALL MIMES, EXCEPT WHE NERAITTEE HAS PERMISSION FROM
THE BULDOEG OWNER Np THE DIRECTOR TO CLOSE AN ACCESS
E ALL ROADWAYS SHALL RE KEPT FREE OF DIRT AND DEBRIS IS %STREET
SVAE%S USE OF WATER TRUCKS FORCED/RIG ROM -MAYS REWIRES
PIEAPWICOALFROM THEDI ECIRR
F. INSTALL SIEBRATES OVER ANY TIBIALATANYTINENOW IS STIR DM0
THE TRENCH IS LET OPEN. ' ..
SHEET INCEL
SITE PLAN
EROSC3NCONTROL PLAN
SHEET N0.
2
WADING MO TREE RETENTION PLAN 3
DRAINAGE PLAN
WATERANO SEVER PLAN
4
GENERAL "NOTES? '
1. LOCATIC SSHOWN FOR EXISTING OWES
2. AT LEAST 48 HORS BEFORE STARING PROJECT STE VAAL
770127 THE MUTES 24SPECTORAT2134330I19.
S REQUEST A NRUC WOMB URJIY NSP&IEN AT (FAST 24
HORS IN ADVANCE BY CALLING 2064330119.
4.111E CON1UCf0RASSUMES SOLE REEFONS80JTYPoH
HOME SAFETY. AND 04WBE TOS1R1C1UR SMID
OPROVEA@RS RESIATNG FROM 001STR1C1DN OPEPATDF6
& 111E CCIR RACIOR SWILL HAVE THE P06Wf (S) Ma)
CpIDT101S, DE APPROVED PLAI40.N3 ACIANBIT COPY OF
CITY OF TUKWI A DEVELOPMENTGUI:HBES MD DESIGN N0
CONSTRUCTION SWMARDSAVMABEAT DE,D8 SITE
&ALL WOW SHALL C@F016I TOTES APPI40VU3ORAWI4GS
N7YC WIGFS FROM REAPPROVE:IMAM REaaRE
PREMPROVAL FROM HE 01463L THE 04330.DLANMTIE Q1Y'
OF TUKNIA
7.M1 METHODS Ale MATBiWBsou. NEET QTVOF TUKWM
DEVELOPMENT 0ES1MNm CONSTRUCTION
STANDARDS. UNLESS OTIERWTSE APPROVED SYTIE RE CO
COORS DQEC70R
& CONTRACTOR SHALL MANIANA CURRENT SET OF RECORD
ORAWNGSQ19TE
& CONTRACTOR SHALL PREMIX RECORD DRAWINGS PMQETO .
PROJCTFB4NLN4R8VAL. - .
to. PROVIDE TRAFFIC 00NIROLNm SHEETmamma RAN'
' FOR RJBUCNOMSAPPROVAL BEFCEIMR.DB7TATON...
11. ALL SURVEYING FORPI&EO FACILITIES MALL BE CONE
I1203E1HE BREMEN OFAWA&RNGTON LICENSE/LAND
SURVEYOR. VERTICAL DATUM &IALL BE NAVD 183170 DONTALL
DATUM SHALL BE WASHINGTON STATE (GRD)COOROPATES. '
NORTH &M EWING RAO8Y81 SURVEY CQ1IRILAND TI®TO
" MYTWO alY OF TUAVALA132171201f144.COMRCLMONULeMS.
FOR PROJECTS MINN AFLOOD CONTROL ZONE THE F9A8 TIE
. & W L PROVIDE CONVERSION CALCULATIONS I0 NOV018. .
12. IEF1ACEOR RELOCATE ALL SIGNS OMJAGED CRRBAWED
DUE T0 COFSIW1000N..
13.RLTAN. 81)�00701730701O188 N ' .
MMSOF4 WY, EASEMENTS, AND ACCESS TRACTS
LEGEND:
DESCRIPTION
1. . PFOOF- RW.1RE OWING SRGRADE TO VERIFY AMORWR403R OF 10.
E-
•
EXISTING .
01 STOMA
2. NET SOFT SPOTS ENCOUNTERED SHALL BE OVENEXCAVATED AT LEAST 12 0431-ES.
FEL THE E I C C A V A T O N WITH C O U R S E SEGRAVEL (1ihR THAN 5%FINES). COMPACT
TIE FILL T0B5%MNOAW.. .
a PRO3F4R11. ANY RIID SOFT SPOTS TO VEIFFY A MINIMUM 03R OF 10.
BENCHMARK:
WSDAT. Mp6NENT D NUMBER 6423.;
1 MY BRASS DESK STAMPED LS NQ 11199'
N CONCRETE 07 CASE RACK OF CIVIC ETE
S T EVEN& W. OF S.W. CORER OF ECONO LODGE
7DTB.ON E SDEOF SA 0
ELEV.= 26326 U.& FEET .. .
SITE BENCHMARK #1:
) EASTERLY MCGTNORTIfR4 BOLTON UPPERFUM OF FOE .
. 1.
:1 EASTERLY
QUAD OF THE INTERSECTION CP S 128111 ST.&
MA"WAM RD S.
EL 4182
{
11- CONTOUR INTERVAL:
.AO US. FEET. .. .
CONTOURS BASED ON ACTUAL ROD SURVEY.
NOTES:
1. MONIEEN15 LAST VISITED IXLffi06 .
TYP,DRIVEWAY SECTION
21111S SURVEY WAS PDEp&1®MNUET 11E EBEFRT
OF ACCREDIT TITLE RE ORTAND THEREFORE DOES
NOT RNIEORTTO SHOW ALL EAEMENT&OGVENANIS ''
C01011106 OR RESTRICTION . FN7Y.
REFERENCE SURVEYS:
°ATE .10111/!1111
...mos minuet,. "vv... timbre, noon ono,. nnur erun rerr r•onoor OrornT, nnn na •lornern ri corn no •oo 'moron, now, nr n•rr. on /4 I PIM. "Lc's. g• au I ar• lannortr..
2011002
E1
LOCATED . I N THE N. E. 1 /4, OF THE N. W. 1 /4; OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 4 EAST, W. M. , KING COUNTY, WASHINGTON
RBIOVED03066.
• ' _ AS Slim
SLOT 21
Li- SQ.4'T.
REMOVE 17G BRICK WALL.
EXERT AS SHOWN
CB RM -71.B6
12' W. LE.-69.1
12' E LE,70.00
GRADING AND EROSION CONTROL NOTES
1. THE. EROSION PREYBIDOH AND SEDIMENT COMEO -(ESC
MEASURES ON THE APPROVED PLANS ARE MSODN
REOIAREAElTS �
2. BEFORE BEGINNNGANY COISTRUCTIONACIMTlES,
ESABLSH THE GEARING MTS, INSOLE CONSTRUCTION
. ENTRANCE. AND INSTALL ERSICN PRBENONAND SEDIMENT
' COMROI MFARAES
- a BEFCE ANY GROW) OtS1U BNCEOCCURSAll
OOA1S1 REAM EROSION PREVENTION AND SEDUM COMM
IFAROES (EEC) MUST BE CONSTIDCTED ND N OPERADON.
INSTALL APO IPAIN TAN All ESC MEASURES ACCORDING TO THE
ESCFLAX
.4. ESC MEASURES DNCLIAPIiALL PEIDIEIEROINIIROIS. SHALL
REMAIN N PUCEUNIL FINAL M ECOFSTRUC1101I0
COMPLETED NDPERBWDJT STA IUZATONSESTABLL9EEU.
5. FROM NAY 111FOUGHSEPTBIBFR30. PROVIDE 1B4PCRARY
NLIF£RMANEM COVER MEASURES TOPRCRECT DISTURBED .:
AREAS THAT WILL REMAIN UMV010® FOR SEVEN DAYS OR
YORE
L FWMI OCTOBER 1110OLOH APRIL 70, PROVIDE TEYPORAFO •
AND PERYNIBR COVER IEASIRESTO PROTECT DISTURBED
AREAS THAT WLL REMAIN MARV 03) FO11110 DAYS OR MORE.
- - MAMMON TO COVER MEASURES. THE CONTRACTORSHAU
A PROTECT STOCIOS S AND STEEP CUT MO FLL SLOPES
. . UINOR EO FOR MORE 71AN 12 HOURS.
- B.STO(70' LEON STE. ENOUGH COVERMAIERVILS TO COVER
ILL =MOOED AREAS.
G BY COMBER &SEED ALL AREAS THAT WILL REWIN
1RWWORI® DURING THEWETSEASON (OCIOBEt 1110OUGH
APRIL 30), MLLCH ALL SEEDED AREAS.
Y. FAILURE TO MINTAN ESC MARRES D ACCORDANCE WITH
1FE APPROVED MAINTENANCE SCHEME MAY RESULT N THE
WOWL BEING PERFORMED AT DIRECTION OF 1HE DIRECTOR
• AND ASSESSED AS A UE N AGAINST THE ROPERTYNFERE SUCH
FACOJFESARE LOCATE.
LOURING THE LFE OF THE P OECL TFE PERUTIEE SWIM:
WBITAINNGOCD CONDR0NANO PORTLY REPAIR RESTORE,
'OR REPLACE All GRADE SURFACES WALLS, DRAMS, O4MS
S1101C1URES VEGETATION, EROSION SEOMBITOCRODL
MEASURES, NO OTHER
PROTECTNE00 0 NACCARDIMENRHAPPROVED FLAS
- . 9.71€PERMITT0 SRALLUO6TORTHE 00YRSTRFMIORA 1AOE
FEATUEES,AND SHALL,WITH THE DIRECTORS APPROVAL.'
RFNOVE AIL SEOID4TDEFOSODN RESLT90 FROM PROJECT
ABATED
woR1
I& ALL PARK PHifdA ®9WI. BE PERAPRI YED PLANSAFJD
SFSGRGATIOS CPU. TOE FE ME IS IEQUIED TD
MANTAIN A SET OF APPROVED RNS AN2 SPEWICATIOFS ANC'
ASSOCIATEOFE90IS ON 11E J08 SIRE WOWCS1 A L BE
PERFU ME D N ALTATDMNLE WITH ALL FEDERAL. STATE AND
. LOCAL LAWS
11. AS THE F96T ORDER OF BSINESS,1HE PEMOTTEE SHALL
.6LSTAU. EO90N PREVENTION AND STDUIENTCOMROL
1EASUREB PEI THE ESC AND SHAL IISTYL TE DOWNSIREAI
TEAPORARYESC MEASUE0 BEFORE NW SITE DLSTw®AHCE
OCCURS. BEFORE THE TEMPORARY MEANU ESARE ROUSED,
NSTA LANDESTABLSH THE UPSTREAM
12 THE FEMMESHA LATM. TRIES PROTECrs71 NNE
AREAS,T MS FFERS, ANDADACENT PRIVATE PPOPHLTIES . .
AND MX RI HP317-YAY OREASBBOS FR011 DAMAGE
DU I NG 00090 OPBUITIONS TOE FERYDIEESHALL RESTORE,
TOTHE STA/CARDS N EFFECT ATTHEISI OF THE ISSTANCE
OF THE PERMIT. SENSITIVEAREAq .
11EIR&EER&AND PUBLJC AND PRIVATE PROPEtTESAND. . •.
• BWOV®BRS DIMMED BYTHE PE IBTTEE'S OPEATIWS..,
1S FEBORE: BOLARRMOE FORAM COMPLY AYR THE -
FOl1J2NPA`.
H
. A MS'S1HE POMOW F960EPMTLENTW INN 4B 4 O.66 -
FOLLONRN0NSTALLATONCFESCMEAgDF3
B.OBTAWFERMISSICN W791NG FROMTHE PISLIC YANKS..
DEPARTMBITPRIOR TO MODIFYING THE ESC FUN.
..O MNNTANALL ROM DRAINAGESYSTEMS STOIOI WATER
DRA9AGE 51STEAS. CONTROL WARMSNC ODEi
- FACLETESAS DBNTOED NTHE ESC PLNI
0. REPARMIYSLTATON OR EROSION DAMAGES TOPOJO7JPO
FPDPEDES AND DRANAGE FACR111E5: .
E INSPECT/FM=14G TO THE APPROVED ESC 9SPECTON
- SCIEDUE AHD MYE NEEDED REPAIRS IMMEDIATELY.
1
CB RIM 0:1441.76
12' 06 W. LE.■39.11
INSTALL MET PROTECTION ..
PER OILY! .
CO RAI EL-72.O1
12 0 E LE ■70.00
RAM. PRET
PER 0113/2
TEMPORARY EROSION CONTROL SEED MIX
%WEIGHT %PURIFY %GEU6NAT1ON
CNEw9RS gRRED FESCIE .40 BB 90
ANMONORP0E66NRYE 40. 95 90
f01111YILL1110RMalOLLMF%IE
REDTOPgRCOLONAL TTEN1CMiAS3 10 . 92 I6
AfPOP16AI6A0NACNf1Yf61BA19
400TEDUFCFICL000 - 10 -9e 90
if60AMr4Bea
- 29.96
r HOLY VISIBLE FG CE(owooE) . USE GUARDIAN BYTENAX
ORSNMRINAT IS APPROVES
BY0IYOG€CTOR
. JOINTS N FLIER FABRIC SWILL BE SPLICE)
AT POSTS USE STAPLES.WPE RMS.OR
EOUNAUBNT TO ATTACH FABRIC TO POSTS
II —I —
=11=? I1 : =1I =11 =11 =11 =11 =11 =11=
.= 11=11 =11. JI.
FLTERREDA
FORDEVALMO
NO TR 1HLR DETAIL 15 @LY
SCFEMA11C. ANY INSERT IS . .
ALLOWED THAT HASA AIL
05 CF. OFSTORAGE. 11E MEANS
T00EWAm MESTOR
SEOWBR,M OVHFLOW. AND
CAN BE EASLYMANTiW®.
6 MAX
POST SPAC9O MAY BE DCRFASED
TDB WIRE NC@OSUSEL
YOI04IM4YM'TIENCH
NOTE FILTER FAJ9IC FENCES S HALL BE
I STALLED A DC COMUDWM1EEVERPOSSIDIE
BACJOIL DAEMON WITH
NATIVESOL OR3W-12
\ 24f WLXO POETS OEE. FBOE
. POSTS RAM, CIREUNVAIEM .
atE 10/112011
CRAM
AEP
DTL 1/2, CONSTRUCTION ENTRANCE
NB
DTL 2/2, SILT FENCE
NTS
FILEC: \USERS \MOLOpY\0O0IMENIS\MAM \WORM( \BUSINESS 000360019 \2011002 — RONC FEND U 1807 CLEARNG PDBO1\CNL DRAI4NCS\E2.ER000N CONTROL PLAN,2011002.DM 1 ROT DAIS: 10/13/2011 1049:42 AY 1 LAST MODIFIED DATE Occt 13 20119:51:49 AM
�Na 2011002
SHEET NO.
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B .
LOCATED I N THE N. E. 1/4, OF THE N. W. 1/4, OF SECTION 15, 'TOWNSHIP 23
NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON
IEVHAORNI .
e wml.F. W. OF
IEI11000 folNr
6
10
TOP VIEW
ssar
OEM
SLOT DETAIL
LOCKING UD
A,,N
GY A :Al JE
1100A74RT COIL
Q. FT..
20
m
LOT
6.50 I- SQ.'T
NOTES:
1. WELDING IS NOT PERMITTED.
2 DIMENSIONS SHALL HAVE A A1/1E' TOLERANCE.
S EDGES SHALL HAVE T/r RADIUS ANO yIr CHAMFER OR COMPLETE
DEBURRNO. I .
4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW
SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE.
LETTERING TO BE RECESSED 7/tr.
5. EMBOSS ORATE WITH MATERIAL TYPE DI (FOR DUCTILE IRON) OR
CS (FOR CAST 57EELL NEAR THE NAME OP THE MANUFACTURER
B THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH
ALL NEW OR ADJUSTED CATCH 0ASIN3. EXCEPT THOSE WITI/SOUO
UDS.
7. PLACE CATCH BASIN MARKMT.'OUTFALL TO STREAM. DUMP NO
POLLUTANTS., ON THE SURFACE OF EACH GRATE PREFERABLY
LOCATED N THE BOROERAREA
B. - LOCKING l.N RUMMEL/ WHEN NOT INSTALLED ENACT' STREET.
CB RIM 4.71
W. LE-63.0
E LE••70.00.
City of
Tukwila
f MONASUArtRESIOfTME
.wr• Onrslo+EDCar.
9086,..087 ' r
O6ANSTO Sraw yL 4
L 73 f
CATCH BASIN MARKING
MOT TO 00IE
CATCH BASIN & INLET
VANED GRATE
NEST.
Ammon AA 08.03
APPROVAL: a.9NELTON
sr (.GLCbI
RIM , -47.18
RAW NO OMAR ORONO NO COVER
MOM 0RA0MRMM,CC Ol
11A7101IOlDO' - ..
FAIR SAe COV6l
OM" ASOaAmeR
CS ROI 10.. ■72.07
d X70.
72
STORM DRAINAGE NOTES
L NLMEDiDOBMm imams sIN1 1BErdtta1Up11AovacP1@(IL#1ates
AID DESIGN AID C@6fR1CTi0/ SI ONDSA D RECURRENT DISCOUNT/
sAEACE WATIR DESXN MAMMY, U.EESOTH13tIASEAPRIDUID.
2 MARK ALL STORM GRAN INLETS WRH'DUMP NO WASTPAIOBRBiTRA6GT0
MOWS, 'DRAMS TO W'ETI/VOS, OR TEAMS 10 GR71NM'AIBF.ASNRIG'AE
3. COORDHATE FINAL SRI OUT LOCATIONS WITH DE (J1UTFS 09ELTUL RIME
WIRE ORMIE I DETECTION (EKE AND MNNSRSOUI LOCATONWTNASECOT71Ir
SINCE. SRESso T AN) LABELED STORM CRTRAMM. .
70
W
M
CB RD/ FL.4.5/ 8
I d W. LE...9.05
72- ADS E LE- 46.35
E DRAINAGE PLAN
• •
IRIOSEO WOULSILQ111
.11752 ..
®4■&.@90
1E t933T
:4Q
D61116 8.409
1E.415/
986 TARFAACT
• 4r0Ar
SS.OAr NAOESI
cw..r
TED SauAAT2 .
OUT NRACE '
EMS62L033L12101
ELM
NOTES:
I. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE. STEPS
IN CATCH BASIN SHALL HAVE 0' MIN. CLEARANCE NO STEPS ARE REQUIRED WHEN "8' LS 4'
OR LESS. REFER TO 0S-10C AND OS-11 FOR STEPS AND LADDERS.
2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF Y'
MIN. HOLE SIZE SHALL BE EOUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL
THICKNESS. MAXIMUM HOLE SIZE N 3S. FOR 4S. CATCH BASIN. 42" FOR 54' CATCH BASIN;
AND 48" FOR SO' CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8'.
. , 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF 112 BASE'!" MIN.
CLEARANCE .
4: THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED.
5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER.
• LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE
MANHOLE REFER TO OS-OS FOR VANED GRATE AND CATCH BASIN MARKINGS..
Sb STS
DM190MR NGA01 MCt100F08lr
ON S0NFTIM *O1 DIEC1109FOR if
9E10 OFT OI FAIN OFEC1109 FOR W
PROCASremStvn IIFF1E1O1N Meal
o,AV¢eAOVU wRPFe MOM, .
r L Col mecT U OEM FOR PRECAST
eEMRATE GO7 N R..4013 OP e9ARATE PRECAST1AY
1EOFOIO8 STEEL (TOR SOMIT5TE E E0Rn
02180 Mtn e17C1 =MECUM FOR Or
O.ro W FnT MI CAM D1fE0009 FOP Sr
0.E110 OAT FAO. 000311011 FORA
DRAINAGE PROFILE
1,10Ve109J. P=A HORIZONTAL
21400
City of -
Tukwila
MOTTO SCALE
CATCH BASIN
TYPE 2 (48"154"170')
OMMT:
0•02
IE5md4 n: 08.03
APN 84L* B. SHELTON
g - r
T
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FLEE MOMENTS \2011002 - RCM FD46 U 1REE QEARNG PERBT\OVA. DRAWINGS\E4ARAINAGE PUN.2011002DWC 1 PLOT DATE 10/13/2011 1048:29 MM 1 LAST MODIFIED DATE Oct 13 2011 25205 MM
°iAm 101112011
DECKED
AEP
X6 NM 2011002
SHEET NO.
E4 1
LOCATED I N THE N. E. 1/4, OF THE N. W. 1/4, OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 4 EAST, W. M. , KING COUNTY, - WASHINGTON
_SIMN /1 A7M EL -3/ 97
18 CONC S TO N
CTR. GUNNEL =25.07
0CT1W. LOCATION
88744'2912 274.82'
OF. WAN 12)
LOT
6,50 SQ. T.
08 884 -71.88
W. -69.94
E LE- 7000 .
C8 RIM R -40.79
72 AOS. . L - : 59
12' d E LE 35.74
12' ADS S. /.E ■3574
RNA a -41.18
12 DI W. LE -39.11
1
CL
re
LLI
W
03
LLI
C8 RIM EL -72.01
DI -70..
FRECAMERS \ 121001 1DOCNMENIS\ADAM \WORK\BUSINESS DO(LMENTS \2011002 — RING FENG U. TREE QEAR040 PERMIT\COAL DRANINGS\ES.WA7ER & SEWER PIMR.201I002D11C I PLOT DATE 10/13/2011 1(144:59 *141 LAST MODIFIED OAIE: Oct 13 2011 - .452:13 AY. '
DATE
10/112011
AEP
,98 2111002.
9EETN0
E5