HomeMy WebLinkAboutPermit PL17-0015 - EDMUND SHORT PLAT - LAND DIVISION / SHORT PLATEDMUND SHORT PLAT
5379200232
Associated Files:
PL17-0015
This File:
117-0022
LAND DIVISION/SHORT PLAT
20180926900001
12/28/2020
Landmark Web Official Records Search
Iedrunient Number latte924906O01 RkoILSURV'EY Vett 391 Page. 17T DmcumeatSPM
Reonid Bole: 912&12a1S R:23 A31: Ric: 91RMA0 In Klnit Candy. WA
ah of Tukwila
Department of Community Davelapmeol
6300 Soulbc.nt.r 9oulevord, Tukwila, WA NIB&
TN.pbcn. 206-431-3670 fax 206-431-3665
Short Ref 4o L 1 T-0022
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that I, the
undersigned, as parties with any right, title. ond,jor
ownership interest in the load herein described do
hereby moke o short subdivision thereof pursuant to
RCW 58.17.060 and clinowledges thot said subdivision
sholl not be further subdivided in any manner within
a period of five yeors from dote of record without the
filing of o finol plat. The undersigned further dectare
this short plat to be the grophic representation of sold
short subdivision and the some is mode with the free
consent and in accordonce with the desire of the
owners and shall be binding upon their heirs.
successors andjor assigns.
IN WITNESS WHEREOF we set our hands and seals.
Kevin Li
State of IWoshington)
SS
County of
Notary Public in and for the State of
Washington nesidieng at jr„tc1R
ley commission expirescegi 7dPt
e
AOeEAr TS7CNA5 Nooses
1 NocatyP*ac
Sestrofeluthlowou
fh,Appwtxnent Epees
I Suplk idt9
a
RECORDER'S CERTIFICATE ....
filed for record C--,.t hi Is2.{2.. day of.. .2016, of t.M
in bookk...of 7" ..at page.m'n t the request of
Mgr.
Sulu of Ricerda
TUKWILA SHORT SU8DMSI0N COMMITTEE AP3ROVAL- K
Revicand and epproued by tlw Cily
d of
Teoaa Short 9u Co re dM
bower c.s`LTsd for recording Utk L„[, dor of JC= 2014
doipen TunMAo f6divl.kn Committee
UNTY ASSESSOR'S APPROVAL:
I.
Cloy ar 2018.
r .a.rod 1
YAsselsor
5379200232
RECORDING NO.
2e i 2,0a12.Coe1 Ob oc> 1
VOL./PAGE
PORTION OF
NW 1/4- of NW 1/4, S 26, T 23 N, R 4 E
EDMUND LU SHORT PLAT
ENCASED MONUMENT
3' BRASS DISK IN IRON PIPE
VISITED 9/.2016
FDIReD
REBAR
DRYCO
Surveying, In
827 MAIM STREET SUITE
SUMNER, WA 98390
253-826-0300 FAX 253-826-97e
GRAPHIC SCALE 1"e30'
0 30
60 90
SURVEYOR NOTES:
I. THE DRAWING HEREON DOES HOT NECESSARILY CONTAIN ALL THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD HORIC.
OFFICE WORK OR RESEARON.
2. ORYCD'S FIELD TRAVERSE PROCEM/RES MEET CR piCEED
A@Curt.04e. ST.ANOAPO5 AS PER SAC 332-130-090.
3. ALL WONt1WEP 8S VISITED AS NOTED.
ior
PRIVATE 20' INGRESS. EGRESS & UTILITY
EASEMENT MAINTENANCE AGREEMENT
THIS SHORT PLAT COKTAINS A INGRESS. EGRESS AND UTILITY TRACT.
OWNERSHIP AND MAINTENANCE OF THIS TRACT SHALL BE OF EOUAL
SHARE 651145EN THE OWNERS OF Tt7E LOTS IN THIS SNORT PLAT.
BASIS OF BEARING
THE NEST UNE OF THE NWI/4 OF THE NW 1/4 OF
SECTION 26, TOWNSHIP 23 NORTH. RANCE 4 EAST, W.M.
LEGEND
0 FOUND PROPERTY CORNER AS INDICATED
• SET REBAR G CAP L51 34145
5I8t Are..£
i
VICINITY MAP
NTS
LAND SURVEYOR'S CERTIFICATE:
O. PM Sargent. registered as a lead surveyor by the State or Nashltgton.
certify that this plat le boned an an ectuel survey of the land dexribed
harem, concluded be me or under my supervision; that tut• distances. dace**,
and angles are shown hereon corr*NI,: and that monuments other than
those monuments approval for ,shine eta later dote. have been est and ket
corn .-• eked p , the gnxend os espouse on tote prat
qletfoz
G. PHI. ARGENT P.LS. 34145
il
Page 1 of 2
164 th SL
FOR: Kevin Li
DRAWN: .F.Pe
SCALE SEE SHT 2
DATE Stlit SE& 9J2oi4
APPROWE'D: 4SPS
OatE TBIITST 9/16/261e
2016076
https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriterialnstrumentN umber&quickSearchSelection=#
L /7 -aazZ --
1/2
12/28/2020
IAltrumcrn Numl!cr, 24180916404441 DiNentroNSP31 Rat 3iR9i 04 Pekt -2 of 2
Record Doc:9/26f201A 8:7J Am Hine Cants, WA
Landmark Web Official Records Search
PORTION OF 0
NW 1/4 of
City of Tukwila
Deportment of Comma* IDevelopmesst
6300 Southeaster Eastwood, Mork. WA 98188
Telephone 208-431-3870 fax 206-431-3685
E-molk fulpbnIt tkrlto.wa.ai
SANS Plot tk. L 17-0022
26
GRAPHIC SCALE
HDMUND LU SHORT PLAT
1.4'30 ,
30
60
90
EXISTING CONDITIONS
PC0le131 a9Dte•
4'' %"
•..s tri ti ,
252
254
4. S26,T25N, R 4 E
RECORDING NO.
2.0 lg octc 00001
VOL/PAGE
3C / rig
ORIGINAL LEGAL DESCRIPTION
THAT POR IGti OF THE NORTHWEST QUARTER OF THE NOR' NWEST QUARTER
OF SECT40N 26, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KING COUNTY.
WASHINGTON, DESCRIBED .AS FOLLOWS:
COMMENCNO AT THE WEST QUARTER CORNER OF SAID SECTION 26. THENCE
NORTH 00.14'1S 2094.94 FEET: THENCE SOUTH 21'31- CAST 330.00 FEET;
TO THE TRUE OF BEGWNNC:THENCE SOUTH 85'211 EAST 140.00 FEET;
THENCE NORTH 00.14'13" EAST 153.08 FEET TO THE SOUTH L9IE OF SOUTH 160TH
SiKtti; THENCE NORTH 7C55'OS' WESt ALONG SAID SOUTH UNE 148.34 FEET TO
A POINT MUCH IS oo 14'1r MT FROM THE TRUE POINT OF 8Et:INNWO: THENCE
SOUTH 0014"15T200.00 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE NTT OF TONG. STATE OF WASHINGTON.
NEW LEGAL OESGRIPTIONS
LEGAL DESCRIPTION LOT 1
NI THAT PORTION OF THE NORTHWEST QUARTER •OF• THE NORTHWEST QUARTER OF SECTION 25,
TOWTtSNIP 23 NORTHM, RANGE 4 EAST. W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOW
OOMIMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 26: THENCE NORTH 0714'1Y' WEST
2094.94 FEET, THENCE SOUTH 89 21.31. EAST 470.00 FEET. THENCE NORTH 0014.1 T' NEST 80.04 FEET
TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0014'13" WEST 73.03 FEET TO THE SOUTHERLY
1144 MARGIN OF S. 1601H ST.; THENCE Hoorn 7015.05' WEST HANG SAID MARGIN 140.00 FEET: THENCE
SOUTH 1921'46' EAST 1.25.11 FEET; THENCE SOUTH 69'21.31" EAST 91.89 FEET TO THE TRUE POINT OF
BEGINNING.
SUBJECT TO A 20' INGRESS, EGRESS. AND UTTTRT£S EASO✓ENT ACROSS THE WESTERLY 20r FOR THE
BENEFIT OF LOT 2 OF THIS SHORT PLAT.
N
$ u9�1 LEGAL OIFSc16IPT1ON L
o' THAT PORTION DF 1NEOT NCIifHWFST2 QUARTER ,OF THE NORTHNNEST QUARTER OFF SECTION 26.
2 1 TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M., IN KING COUNTY, WASHINGTON; DESCRIBED AS. FOLLOWS:
Z CCI.I6ENCINC AT THE WEST 10UAPTER CORNER OF 5NW SECT106 28: THENCE NORT#1 00'14r13' 6E5T.
2094.94 FEET; MENGE SOUTH 8721.31' EAST 330.00 FEET TO THE TRUE PONT OF BEGINNING;
9 THENCE SOUTH 89.21'31' FAST 140.00 FEET: THENCE NORTH 0014.13' WEST 80.04 FEET; THENCE
m NORTH 89'21'31" WEST 91.89 FEET; THENCE NORTH 19'21.46' WEST 125.11 FEET MORE OR LESS TO
THE SOUTHERLY MARGIN OF S. 160TH ST.: THENCE NORTH 7055'05' WEST ALONG SAID MIARGM 7.54
FEET: THENCE SOUTH. 00.14'63' EAST 200.00 FEET TO THE TRUE POINT OF BEGINNING.
TOGETHER wale A 20' INGRESS, EGRESS. AND UTILETIES FASEMENTACCFt055 T11E WESTERLY 20' OF
LOT 1 OF THIS SHORT PLAT.
D RYCO
Surveying, Inc.
827 West Main Street Ste. A
SUMNER, WASHINGTON 98390
253-826--0300 Fax 253--826-9703,
NOTES:
TYRE SPRINKLER STa1t is
AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE
INSTALLED IN NEW ONE -FAMILY DWELLINGN'ID TOM6MHQVSE$,
FIRE LADDER ACCESS1
THE FINAL GRADING PLAN MUST SHOW A FLAT AREA BELOW
AND SECOND STORY RESCUE WINDOWS FOR FIRE DEPARTMENT
GROUND LADDER PLAPPt T- IF WOKE TO PROADE A SLIT -
ABLE AREA ADJACENT TO THE HOUSE. PLEASE CONTACT THE
TU KWIA FIRE MARSHALL'S OFFICE.
SANITARY SEWER EASEMENT AND wu6TEILANCE AGREEMENT:
THE COST OF MNNTENANCE, REPAIR OR RFJCONSTRUCTON OF
THAT optima OF THE SEWER USED IN COMMON, LOCATED IN
THE PRIVATE SEWER EASEMENT. SNALL. OE BORNE: W EQUAL
SHIRES EXCEPT THAT THE OWNERS OF ANY LOWER PARCEL
SHAH NOT BE RESPONS[8LE FOR THE PART OF THE SEWER
ABO6E THEIR CONNECTK:N: AND WHEN NECESSARI TO REPNR.
MEAN OR RECONSTRUCT THE SEINER. THE PARTIES TO THIS
AGREEMENT SHALL HAVE A RIGHT OF ENTRY FOR THAT PURPOSE
COMPLY PATH THE GEOLOGIC ASSESSMENT REPORT. BY
DEVELOPMENT ENGINEERING. PLC; DATED DECEMBER 21. 2016,
i1N0 3tiK`i5E04J6N2 GEOTECHNICAL REPORTS.
PER are OF TUKWItA UNDERGROIJNOING ORDINANCE ALL
VTILJT!E$ 841AUl BE PLACED UNDERGROUND.
NO PARKING AU,OWED IN THE ACCESS EASEMENT.
URUTES WILL BE REQUIRED AS PART OF CONSTRUCTION ON LOT 2.
20' PRNATE ACCESS ANQ UTILRIES EASEMENT & MAINTENANCE AGREEMENT;
This shalt plot contains a 20' ocoees and utilities easement for the beard of Lots 1 & 2
of this start plat. Ownership of Lot* 1 & 2 of this short plat includes on equal and undivided
responsiefily for the mainenanoe of said easement, and the construction, ntansrionce.
repair and replacement of improvements contained therein.
Page 2 of 2
FOR: Kevin .Li
DRAWN. e.P'S
SCALEe1'-30'
ORE SLPOD V2016
APPROWD: GFFS
DUE WED 4/1812016
408 Nos. 201E076
L. / 7- 002 Z:-
https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriterialnstrumentNumber&quickSearchSelection=# 2/2
Project Contact:
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
Date: 1FI / Permit Number: L — c 2-
Project Name: . 0/0,(ii%J , f1.01 U P4j
Project Address: 5/55 22_® 166i.5-/-
egi f >/A/5j /1 Contact Phone number:z2765-7
City Planner: J 6 Y �j'{-, � C'F !/(
PLEASE ATTACH A COPY OF ANY LETTER REOUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
❑ Response to letter requesting additional information (Please attach a copy of the letter)
❑ Final Short Plat Submittal
Summary of revision/response submittal:
Received at the City of Tukwila Permit Center by: O 1 iA I V `1t 6-bs-eVn
Entered in TRAKiT on
� \'7 i'6I`E
W:\@SHARTPOINT FOLDER RESTRUCTURE \ Reference \APPLICATIONS - Land Use Apps & Handouts \Revision Submittal Form.doc
Revised: March 2014
Jonathan Joseph
From: Jonathan Joseph
Sent: Wednesday, August 8, 2018 1:44 PM
To: 'h207singh@comcast.net'
Subject: Comments back from Fire and final review of Short Plat Edmund L17-0022
Hello Harry,
Thank you for your patience. I was able to touch base with fire and public works and there are just a few things that are
still needed, then we will be ready for final short plat approvals and recordings. The following items are still outstanding
items from the initial Notice of Decision, provided on August 28th, 2017.
5. Provide a draft copy of the 20' Private Ingress, Egress % utilities Easement Maintenance Agreements within new Lot 1
for the benefit of new Lots 1 and Lots 2.
a) This document shall be record prior to recording of Final Short Plat Map, and the recording number be shown
on the short plat map.
b) The 20' Private Ingress, egress & utilities Easement and maintenance Agreement should include language
stating who will maintain the paced area and utilities, and by what portion
7. Please NOTE on plans "Fire Sprinkler System: an approved automatic sprinkler system shall be installed in new one -
family dwelling and townhouses
8. Please Note on plans "Fire Ladder Access: the final grading plan must show a flat area below and second story rescue
windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the house,
please contact the Tukwila Fire Marshall's Office.
I also remember you coming in to discuss the demolition of the old shed. I had followed with Nora once she got from
vacation and emailed you a response on 7/3/2018. I have included it below. As of right now, I do not see a demolition
permit nor final inspection of the demolition of the shed in Trackit. Has this been done? Per my original email, parts 2,3
and 4 still need to be complete.
1
Q Reply Reply All ( forward IAA
Jonathan Joseph h2JJ75rn9h0tomcasLnet M-'In aDha:.:at • 7/3/?1!
Completing Edmund Short Plat L17-0022, Corrections still needed
Good Morning Harry,
Hopefully all is well. ! am still waiting on some outstanding items from you before we can finish this file and have the final short plat recorded.
These are the outstanding items that need to be complete prior to recording the short plat.
1. tot 1 Address to remain 5155 South 160 Street; Lot 2 shall be assigned the address of 51.59 south 160`h Street. This shall be placed on
the recording documents.
After touching base with Norah, I had called and left you a message stating that her direction is that the shed needs to be demolished prior to
recording the final short plat. These were instructions that were also included as a part of your preliminary decision as well. The following steps
must be taken to demolish the shed on the property. I had called and left you a voicemail on 6/20/2018. I believe you actually might have
pocketed dialed me afterwards, es I remember you calling back but were in a conversation with someone else (I could hear you talking).
2. Demolition permits are required to remove any existing structure. Demolition of structures over 200 square feet and/or
connected to utilities requires a Demolition permit. Please contact the Building Division at 206.431.3670.
3. After the demolition is complete, a final inspection must be scheduled and completed.
4. Demolished old structure must be taken off the final plans to be signed.
Jonathan Joseph
Planning Intern -City of Tukwila
6300 Southcenter 81, Suite 100) Tukwila, WA 98188
T: 206.431-3662 1 F: 206-431-3665
jonathan.losephaTukwilaWA.gov 1 http://www.TukwilaWA.gov
Once these items are taken care of we will be ready to route once more for final approval and then you should be ready
to record this short plat with the county. If you have any additional questions, please do not hesitate to reach out to me.
Best Regards,
Jonathan Joseph
Planning Intern -City of Tukwila
6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188
T: 206-431-3662 I F: 206-431-3665
Ionathan.joseph@TukwilaWA.gov I http://www.TukwilaWA.gov
The city of opportunity, the community of choice
2
Jonathan Joseph
From: Jonathan Joseph
Sent: Wednesday, August 8, 2018 1:47 PM
To: 'h207singh@comcast.net'
Subject: L17-0022 corrections -tried to call but your voicemailbox is full
Hi Harry,
I just sent you an email with the outstanding items still remaining before we can finalize your short plat. I wanted to call
and touch base with you, just in case you had any questions but unfortunately, it looks like you are unavailable, as well
as your mailbox is full so I could not leave a voicemail. If you have any questions about the outstanding items, please do
not hesitate to reach out to me.
Best Regards,
Jonathan Joseph
Planning Intern -City of Tukwila
6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188
T: 206-431-3662 I F: 206-431-3665
Jonathan.joseph@TukwilaWA.gov (! http://www.TukwilaWA.gov
The city of opportunity, the community of choice
1
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
j
Date: 7 Z67/ O Permit Number: 2. / _Oazz_.
z
Project Name: gi/OK7"
Project Address: —7 % / //0 7 r Sfi
Project Contact: ,'f /2(f Jet)' '/ Contact Phone number: 6-27- 7‘s
City Planner:
PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
❑ Res onse to letter requesting additional information (Please attach a copy of the letter)
O Final Short Plat Submittal
Summary of revision/response submittal:
Z /0 11
RECEIVED
JUI 2F 20)8
Comm ;
Development
Received at the City of Tukwila Permit Center by:
dEntered in TRAKiT on 7 . 64 r
W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\Revision Submittal Form.doc
Revised: March 2014
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
Extension of Short Plat Permit
April 20th, 2018
Mr. Kevin Li
C/O Harry Singh
4509 South Holden Street
Seattle, WA 98188
Dear Mr. Li
On April26th, 201 you applied for a short plat reduction with the city of Tukwila. Your
preliminary approval was issued on August 28th, 201. Per TMC 17.12.040, "if the short plat is
not recorded with one year of the date of the preliminary short plat approval, the short plat shall
become null and void. Upon written request by the sub -divider prior to the expiration data, the
Short Subdivision Committee may grant one extension of not more than one year."
On April 20th, 2018 we received written request to provide an extension to this short plat permit.
This extension has been approved and you will have until August 28th, 2019 to record the final
short plat.
Sincerely,
Director -Department of Community Development
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
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RECEIVED
CITY OF TUKWILA
APR 2 0 2018
PERMIT CENTER
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
NOTICE OF DECISION
July 2, 2018
RE: Edmund Short Plat
L17-0022 (Boundary Line Adjustment File); PL17-0015 (Land Use Project Number)
Dear Mr. Kevin Li,
C/O Harry Singh
The Short Subdivision Committee has completed review of your boundary line adjustment (No. L17-0022) 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.
PRELIMINARY APPROVAL CONDITIONS
1) The address for Lot 1 will remain 5515 South 160th Street; Lot 2 will be 5159 South 160th Street. Revise the
drawings to include the address labels on the map for each of the parcels.
NEXT STEPS
There are three basic steps in the boundary line adjustment approval process; (1) Preliminary Approval; (2) Final
Approval, and (3) Recording. Instructions for each step are provided below.
1. Preliminary Approval
This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short
Subdivision Committee and approved with conditions. The conditions imposed are to ensure the boundary
line adjustment is consistent with the Criteria for Preliminary Approval listed at TMC 17.08.030 C in the
Tukwila Subdivision Code.
2. Final Approval
The next step is to comply with the conditions of approval and submit the necessary boundary line adjustment
documents (survey, legal descriptions, and other required paper work).
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 all requirements of the boundary
line adjustment have been met, the Chair of the Short Subdivision Committee signs your boundary line
adjustment which constitutes a grant of final approval.
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
L17-0022 Trucng BLA
July 2, 2018
Page 2
Expiration
The final approved boundary line adjustment must be filed with the King County Department of Records
within one year from the date of this preliminary approval or the application will expire. The City may grant
a single, one-year extension if requested in writing prior to the expiration date.
3. Recording
The signature of the Chairman of the Short Subdivision Committee certifies that your boundary line
adjustment application is ready for recording. It is your responsibility to record the City -approved boundary
line adjustment documents with the King County Department of Records. You will need to pay the recording
fees and submit your approved original boundary line adjustment to King County. The boundary line
adjustment is not complete until the recording occurs and copies of the recorded documents are provided to
the Tukwila Department of Community Development. In many circumstances, building permits on the
property may not be issued until a copy of the recorded boundary line adjustment (or original) is returned to
the Department of Community Development.
APPEALS
This boundary line adjustment decision may be appealed to the Hearing Examiner. One administrative appeal of the
decision on the boundary line adjustment, excluding challenges to the DNS, is permitted. If no valid appeals are
filed within the time limit, the decision of the Department will be final.
In order to appeal the decision a written notice of appeal must be filed with the Department of Community
Development within 14 days of the issuance of the Notice of Decision (05/24/2018). 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 ofthe 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 per the current fee schedule, additional hourly charges may apply. In addition, all Hearing
Examiner costs will be passed through to the appellant.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's
decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative
appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to
the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS
may be included in such an appeal.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
L17-0022 Truong BLA
July 2, 2018
Page 3
If you have any questions about this matter please direct them to the project planner, Jonathan Joseph, at
jonathan.iosephPtukwilawa.gov or (206) 431-3662.
Sincerely,
Jack Pace
Chair, Short Subdivision Committee
cc: Henry Hash, Public Works Director (please initial your approval)
Jay Wittwer, Fire Chief (please initial your approval)
Kevin Li, Owner
King County Assessor, Accounting Division
Department of Ecology, SEPA Division
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
4
Memorandum
June 15, 2018
To: Henry Hash via David McPherson
Jay Whittwer via Don Tomaso
Richard Takechi
From: Jonathan Joseph
RE: Edmund Short Plat
Date: June 15, 2018
File: L17-0022
The above referenced short plat is ready for final approval. Attached are the documents for recording.
Please indicate your approval by putting your initials next to your name below. If you do not approve,
indicate any additional requirements below.
Approved by Henry Hash
Approved by Jay Whittwer
Approved by Richard Takechi
(initials)
(initials)
(intials)
Date:
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
Permit Number: L� � / — 0 0 2 Z
Project Name: g7) 4'2ti/ /.9
Project Address: .j % 5 S / r t -' /,
Project Contact: /1 '4C-;),M
City Planner:
Contact Phone number:76C r 7/1 78' S ?-
PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
❑ Response to letter requesting additional information (Please attach a copy of the letter)
Final Short Plat Submittal
Summary of revisir/response sub i ittal:
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT o
uoi(-)70i7
W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts \Revision Submittal Form.doc
Revised: March 2014
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone 206-431-3670 fax 206-431-3665
E—mail: tukpianO$ukwlla.wa.us
Short Plat No. L 17-0022
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that I, the
undersigned, all parties with any right, title, and/or
ownership interest in the land herein described do
hereby make a short subdivision thereof pursuant to
RCW 58.17.060 and cknowledges that said subdivision
shall not be further subdivided in any manner within
a period of five 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 subdivision and the same is made with the free
consent and in accordance with the desire of the
owners and shall he binding upon their heirs,
successors and/or assigns.
IN WITNESS WHEREOF we set our hands and seals.
Kevin Li
State of Washington
Ss
County of
Notary Public in and for the State of
Washington residing at
My commission expires
RECORDER'S CERTIFICATE
filed for record this day of ,2017, at M
in book of at page at the request of
Mgr. Supt. of Records
TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL: KING COUNTY ASSESSOR'S APPROVAL:
Reviewed and Approved by the City of Tukwila Short Subdivision Committee Examined and approved this day of
hereby certified for recording this day of 2018.
Chairperson, Tukwila Short Subdivision Committee
King County Assessor
Deputy King County Assessor
Tax Parcel # 5379200232
2018.
RECORDING NO.
VOL./PAGE
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
ENCASED MONUMENT
3" BRASS DISK IN IRON PIPE
VISITED 9/2016
8
m
S89'21'31'E 330.00'
NO0'14'13'W 2094.94
FOUND
REBAR
8
`Qn
FOUND
1" IRON PIPE
ENCASED MONUMENNT
27 26 1/2" IRON ROD IN COCNCRETE
VISITED 9/2016
DRYCO
GRAPHIC SCALE 1"=30'
E 1 MIS
1110
el
0
I6, 2(4
St
48J,
N 015585
LOT 2
8o
LOT 1
10253 SF
14459 SF
N89'21'31"W 140.00'
30 60
N8921'31'W 91.89
NO0'14'1314 73.03'
N00'14'131W 153.07'
NO0'14'1311 80.04'
FOUND REBAR
& CAP 18898
90
SURVEYOR NOTES:
1. THE DRAWING HEREON DOES NOT NECESSARILY CONTAIN ALL THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD WORK,
OFFICE WORK OR RESEARCH.
2. ORYCO'S FIELD TRAVERSE PROCEEDURES MEET OR EXCEED
ACCURACY STANRDS AS PER WAC 332-130-090.
3. ALL MONUMENRS VISITED AS NOTED.
4. AS NO TITLE REPORT WAS FURNISHED BY THE CLIENT, THIS
SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS PER
RECORD. IF ANY.
DRYCO Surveying, Inc.
Alp 827 MAIN STREET SUITE "A"
SUMNER, WA 98390
253-826-0300 FAX 253-826-9703
PRIVATE 20' INGRESS, EGRESS & UTILITY
EASEMENT MAINTENANCE AGREEMENT
THIS SHORT PLAT CONTAINS A INGRESS. EGRESS AND UTILITY TRACT.
OWNERSHIP AND MAINTENANCE OF THIS TRACT SHALL BE OF EQUAL
SHARE BETWEEN THE OWNERS OF THE LOTS IN THIS SHORT PLAT.
BASIS OF BEARING
THE WEST SINE OF THE NW1/4 OF THE NW 1/4 OF
SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.
LEGEND
0 FOUND PROPERTY CORNER AS INDICATED
• SET REBAR & CAP LS# 34145
51st Ave. S.
VICINITY MAP
S. 159th St.
163rd P1.
NTS
w t
H 1
aQ
S. 164th St.
S. 168th St.
SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE
REQUEST OF KEVIN U.
G. PHIL SARGENT P.L.S. 34145
164th St.
Page 1 of 2
FOR: Kevin Li
DRAWN: 6PS
DATE SURVEYED: 9/2014
DATE PRINTED: 6/14/2018
SCALE SEE SHT 2
APPROVED: &PS
2016076
L 1 7-G 0
City of Tukwila
Department of Communlfy Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone 206-431-3670 fax 206-431-3665
E—mail: tukplanOtukwila.wa.ue
Short Plat No. L 17-0022
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
RECORDING NO.
VOL./PAGE
GRAPHIC SCALE
1"=30'
0
30
60
90
EXISTING CONDITIONS
DRYCO
A°CO Surveying, Inc.
.827 West Main Street Ste. A
SUMNER, WASHINGTON 98390
253-826-0300 Fax 253-826-9703
NOTES:
SANITARY SEWER EASEMENT AND MAINTENANCE AGREEMENT;
THE COST OF MAINTENANCE. REPAIR OR RECONSTRUCTION OF
THAT PORTION OF THE SEWER USED IN COMMON, LOCATED IN
THE PRIVATE SEWER EASEMENT, SHALL BE BORNE IN EQUAL
SHARES EXCEPT THAT THE OWNERS OF ANY LOWER PARCEL
SHALL NOT BE RESPONSIBLE FOR THE PART OF THE SEWER
ABOVE THEIR CONNECTION; AND WHEN NECESSARY TO REPAIR,
CLEAN OR RECONSTRUCT THE SEWER, THE PARTIES TO THIS
AGREEMENT SHALL HAVE A RIGHT OF ENTRY FOR THAT PURPOSE.
COMPLY WITH THE GEOLOGIC ASSESSMENT REPORT, BY
DEVELOPMENT ENGINEERING, PLLC; DATED DECEMBER 21, 2016,
AND SUBSEQUENT GEOTECHNICAL REPORTS.
PER CITY OF TUKWILA UNDERGROUNDING ORDINANCE ALL
UTIUTIES SHALL BE PLACED UNDERGROUND.
NO PARKING ALLOWED IN THE ACCESS EASEMENT.
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 26, THENCE
NORTH 00'14'13" EAST 2094.94 FEET; THENCE SOUTH 88'21'31" EAST 330.00 FEET;
TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 88'21'31" EAST 140.00 FEET;
THENCE NORTH 00'.14'13' EAST 153.08 FEET TO THE SOUTH UNE OF SOUTH 160TH
STREET; THENCE NORTH 70'55'05" WEST ALONG SAID SOUTH UNE 148.34 FEET TO
A POINT WHICH IS NORTH 00'14'13' EAST FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 00'14'13" WEST 200.00 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
LEGAL DESCRIPTION LOT 1
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 28; THENCE NORTH 00'14'13" WEST
2094.94 FEET; THENCE SOUTH 89'21'31" EAST 470.00 FEET; THENCE NORTH 00'14'13" WEST 80.04 FEET
TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'14'13" WEST 73.03 FEET TO THE SOUTHERLY
MARGIN OF S. 160TH ST.; THENCE NORTH 70'55'05" WEST ALONG SAID MARGIN 140.80 FEET; THENCE
SOUTH 19'21'46" EAST 125.11 FEET; THENCE SOUTH 89'21'31" EAST 91.89 FEET TO THE TRUE POINT OF
BEGINNING.
SUBJECT TO A 20' INGRESS, EGRESS, AND UTRIUES EASEMENT ACROSS THE WESTERLY 20' FOR THE
BENEFIT OF LOT 2 OF THIS SHORT PLAT.
LEGAL DESCRIPTION LOT 2
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 26; THENCE NORTH 00'14'13" WEST,
2094.94 FEET; THENCE SOUTH 89"21'31" EAST 330.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 89'21'31" EAST 140.00 FEET; THENCE NORTH 00'14'13" WEST 80.04 FEET; THENCE
NORTH 89'21'31" WEST 91.89 FEET; THENCE NORTH 19'21'46" WEST 125.11 FEET MORE OR LESS TO
THE SOUTHERLY MARGIN OF S. 160TH ST.; THENCE NORTH 70'55'05" WEST ALONG SAID MARGIN 7.54
FEET; THENCE SOUTH 00'14'13" EAST 200.00 FEET TO THE TRUE POINT OF BEGINNING.
TOGETHER WITH A 20' INGRESS, EGRESS, AND UTTT1L
G. PHIL SARGENT P.L.S. 34145
Page 2 of 2
FOR: Kevin Li
DATE PRIMED: 6/14/2018 JOB No: 2016076
�.�7 • OW 2 Z.
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
June 13, 2018
Alliance Residential Company
1325 4th Avenue, Suite 1005
Seattle WA 98101
RE: Zoning Letter for parcel # 0223000045- 112 Andover Park East, Tukwila WA 98188
To Whom It May Concern:
This letter is to confirm the zoning for parcel number 0223000045 located at 112 Andover Park East,
Tukwila WA 98188. This parcel is zoned as a Tukwila Urban Center- Transportation Oriented
Development (TUC-TOD). This area is intended to provide a more compact and vibrant mix of housing,
office, lodging and supportive retail and service uses. Parking will be accommodated by a combination
of off- and on -street parking spaces/lots. The overall structure of the TOD neighborhood will be
characterized by moderate development intensities and building heights. A fine-grained network of
streets with pedestrian amenities will increase the walkability of the area. For more information about
guidelines for this zone please see the Tukwila Municipal code at the following link:
http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&&dbid=1.
Adjacent properties surrounding this property are also zoned within the TUC-TOD zone. Christensen
Road is to the east of this parcel. Andover Park East is to the west of this parcel.
Parcel 3523049053 is located within the Levee -Urban Conservancy shoreline environment designation.
However, for any shoreline environment where a street or road runs parallel to the river the buffer
shall end on the river side of the existing improved street or roadway. As Christensen Road is an
existing roadway, the river buffer ends on the river (east) side of Christensen Road. This parcel is still
within the shoreline jurisdiction and must meet development guidelines outlined within the shoreline
jurisdiction. Specific uses and specialized developmental restrictions of this area can be found in the
TMC under section 18.44.050 (or the Zink provided) as well as in the Shoreline Use Matrix Figure 18-1.
There are no topographical slope issues for this parcel. More information regarding shoreline
developmental standards can be found at
http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&&dbid=1.
A number of permits have been issued over the years for this property including: History permits
(0443), development permits (D09-252), electrical permits (EL09-0393), and mechanical permits
(M01159). See attached lists. You may request these archived files with the attached "request for
Public Records" form. There are no unresolved code violations as of the date of this letter.
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Zoning Verification -Parcel # 0223000045
July 2, 2018
Page 2
The number and dimensions of parking spaces will be reviewed for compliance with City requirements
at the time any expansion or new development is proposed. For instance, offices require 3.0 parking
spaces for each 1,000 square feet of usable floor area, while eating and drinking establishments will
require 6 parking spots for every 1,000 square feet. More information regarding these parking
provision are located on table 18-7 at
http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&&dbid=1.
If a property met all code requirements at the time it was constructed, and certain codes have changed
over time, it is considered to be a legal non -conforming structure. TMC Chapter 18.70 addresses
nonconforming lots, structure, and uses. Under current code, if an existing building is destroyed by
more than 50% it would have to be rebuilt to current development standards including height and
setbacks.
Tukwila Fire Department requires installation of a fire alarm system in a building at the time of sale
unless it is protected by a sprinkler system. Please contact the Fire Department at 206-575-4404 if you
have any questions about this requirement.
If you have any questions regarding this information, pllease contact me by phone at 206-433-7166 or
by email at ionathan.ioseph@tukwilaWA.gov
Sincerely,
Jonathan Joseph
Planning Intern
ENCL: A. Aerial Photo of the Site
B. Plan View of the Site
C. Parcel Activity Report
D. Public Records Request Form
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
June 13, 2018
Alliance Residential Company
1325 4th Avenue, Suite 1005
Seattle WA 98101
RE: Zoning Letter for parcel # 0223000045-112 Andover Park East, Tukwila WA 98188
To Whom It May Concern:
This letter is to confirm the zoning for parcel number 0223000045 located at 112 Andover Park East,
Tukwila WA 98188. This parcel is zoned as a Tukwila Urban Center- Transportation Oriented
Development (TUC-TOD). This argjencompasses the bus transfer station on Andover Park West,
eastward towards the Sounder commuter rail/Amtrak Station and is intended to provide a more
compact and vibrant mix of housing, office, lodging and supportive retail and service uses. Parking will
be accommodated by a combination of off- and on -street parking spaces/lots. THE overall structure of
the TOD neighborhood will be characterized by moderate development intensities and building
heights. A fine-grained network of streets with pedestrian amenities will increase the walkability of the
area. For more information about guidelines for this zone please see the Tukwila Municipal code at the
following link: http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&&dbid=1.
Adjacent properties surrounding this property are also zoned within the TUC-TOD zone. Christensen
Road is to the east of this parcel. Andover Park East is to the west of this parcel.
Parcel 3523049053 is located within a floodway of the Duwamish River to the east of this parcel. This
parcel is also located inside and outside the Levee -Urban Conservancy buffers. Urban Conservancy
areas are defined as "All lands not zoned for residential use upstream from the Turning Basin as
measured 200 feet landward from the Ordinary Water Mark." TMC 18.44.020. Specific uses and
specialized developmental restrictions of this area can be found in the TMC under section 18.44.050
(or the link provided). There are also no topographical slope issues. More information regarding
shoreline developmental standards can be found at
http://records.tukwilawa.gov/WebLink8/ElectronicFile.aspx?docid=56618&&&dbid=1.
(A number of permits have been issued over the years for this property including: History permits (119),
development permits (D2000-095), electrical permits (EL09-0311), mechanical (M9-0049), and sign
permits. See attached lists. You may request these archived files with the attached "request for Public
Records" form. There are no unresolved code violations as of the date of this letter.
The number and dimensions of parking spaces will be reviewed for compliance with City requirements
at the time any expansion or new development is proposed. For instance, offices require 3.0 parking
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
{ Commented [3311: Needs to be updated to reflect this file
Zoning Ver ation-Parcel # 3523049053
May 2nd 017
Page
spaces for each 1,000 square feet of usable floor area, while eating and drinking establishments wil
require 6 parking spots for every 1,000 square feet. More information regarding these parking
provision are located on table 18-7.at
http://records.tu kwi lawa.gov/W ebLink8/ElectronicFi►e.aspx?docid=56618&&&dlbid=1.
If a property met all code requirements at the time it was constructed, and certain codes have changed
over time, it is considered to be a legal non -conforming structure. TMC Chapter 18.70 addresses
nonconforming lots, structure, and uses. Under current code, if an existing building is destroyed by
more than 50% it would have to be rebuilt to current development standards including height and
setbacks.
Tukwila Fire Department requires installation of a fire alarm system in a building at the time of sale
unless it is protected by a sprinkler system. Please contact the Fire Department at 206-575-4404 if you
have any questions about this requirement.
If you have any questions regarding this information, please contact me by phone at 206-433-7166 or
by email at jonathan.iosephCa�tukwilaWA gov
t
Sincerely,
Jonathan Joseph
Planning Intern
ENCL: A. Aerial Photo of the Sit/
B. Plan View of the Site
C. Parcel Activity Repors/
D. Public Records Request For
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
City of Tukwila Parcel Activity Report
Activity at Parcel #: 0223000045
Site Address 112 ANDOVER PARK E
Permit #
0443
1620
2077
A16-0019
B93-0331
Type Status
HISTORY PERMITS permit RECEIVED
Applicant Name
Work Description
Issued Finaled
ALTER LOBBY 4/29/1974
HISTORY PERMITS permit RECEIVED PERM SIGN 11/6/1978
HISTORY PERMITS permit RECEIVED REMODEL 4/8/1981
SUBTYPE: BLDG STATUS: PENDING LOCATION: GENERAL ELECTRICDESCRIPTION: REMODEL
ZONING/CODE LETTER project DENIED SALUS ARCHITECTURE INC. 112 ANDOVER PARK E - SALUS 10/25/2016
DEVELOPMENT permit FINALED 11/22/1993 4/18/1994
SUBTYPE: BLDG STATUS: PENDING LOCATION: GENERAL ELECTRICDESCRIPTION: ALTER LOBBY
SUBTYPE: BLDG STATUS: PENDING LOCATION: GENERAL ELECTRICDESCRIPTION: PERM SIGN
ZONING VERIFICATION LETTER FOR PROPERTY LOCATED AT 112 ANDOVER PARK EAST
SUBTYPE: ACOM
B93-0412 DEVELOPMENT
SUBTYPE: ACOM
B93-0479 DEVELOPMENT
SUBTYPE: NRES
INTERIOR & EXTERIOR
IMPROVEMENTS TO EXISTING
BLDG
STATUS: FINAL DESCRIPTION: INTERIOR & EXTERIOR IMPROVEMENTS TO EXISTING BLDG
permit FINALED INTERIOR DEMOLITION WORK 11/12/1993 6/23/1994
TO PREPARE FOR REMODEL.
STATUS: FINAL DESCRIPTION: INTERIOR DEMOLITION WORK TO PREPARE FOR REMODEL.
permit FINALED INSTALL NEW TORCH DOWN 12/28/1993 4/18/1994
ROOF, CLASS B OVER
EXISTINGROOFING.
STATUS: FINAL DESCRIPTION: INSTALL NEW TORCH DOWN ROOF, CLASS B OVER EXISTINGROOFING.
B94-0075 DEVELOPMENT permit FINALED
D01-200
SUBTYPE: ACOM STATUS: FINAL DESCRIPTION: INTERIOR TENANT IMPROVEMENT.
DEVELOPMENT permit FINALED
INTERIOR TENANT
IMPROVEMENT.
TENANT IMPROVEMENT -
MINOR INTERIOR ALTERATION.
SUBTYPE: ARET STATUS: FINAL DESCRIPTION: TENANT IMPROVEMENT - MINOR INTERIOR ALTERATION.
4/22/1994 6/8/1994
9/7/2001 9/19/2001
D03-291 DEVELOPMENT permit EXPIRED KINKO'S REMOVE EXISTING ROOFING ON 9/22/2003
1/3 OF THE ROOF TO DECK;
REMOVE A
SUBTYPE: ARET STATUS: EXPIRED DESCRIPTION: REMOVE EXISTING ROOFING ON 1/3 OF THE ROOF TO DECK; REMOVE AND REINSTALL 3 HVAC
UNITS. INSTALL 2" POLY ISO INSULATION AND MODIFIED BITUMEN ROOF MEMBRANE FIRESTONE SPECIFICATION I-M18-M, REINSTALL METAL
COPINGS.
D04-037 DEVELOPMENT permit FINALED KINKO'S DEMOLISHING SOME 6/28/2004 4/20/2005
PARTITIONS; CONSTRUCTION OF
9 NEW OFFICES,
SUBTYPE: ARET STATUS: FINAL DESCRIPTION: DEMOLISHING SOME PARTITIONS; CONSTRUCTION OF 9 NEW OFFICES, NEW BREAKROOM, NEW
STORAGE AREA, INSTALLING NEW FLOOR COVERING (CARPET & TILE), RELOCATING 40+ LIGHT FIXTURES, ADDING NEW SINK IN BREAK ROOM, NEW
EXTERIOR DOOR IN SOUTH WALL, FILL-IN 5'6"X10'9" ALCOVE IN NORTH WALL. INSTALLING ELECTRICAL OUTLETS (UNDER SEPARATE PERMIT).
RACKING UNDER SEPARATE PERMIT. Public Works activities include installation of a new RPPA on domestic water in the planting strip and
upgrade of the irrig deduct WM.
D09-252 DEVELOPMENT permit FINALED FEDEX KINKOS CONSTRUCTION OF 9'-6" X 18' 12/10/2009 5/7/2010
NON WEIGHT BEARING WALL,
USING 3
SUBTYPE: AOFF STATUS: FINAL DESCRIPTION: CONSTRUCTION OF 9'-6" X 18' NON WEIGHT BEARING WALL, USING 3 5/8" 20 GUAGE METAL
STUDS AND 5/8" DRYWALL. INSTALLATION OF ONE NEW DOOR.
D97-0382 DEVELOPMENT permit FINALED CONVERTING EXISTING COPY 3/2/1998 4/1/1998
AREA INTO A COMPUTER
AREA.
SUBTYPE: ARET STATUS: FINAL DESCRIPTION: CONVERTING EXISTING COPY AREA INTO A COMPUTER AREA.
D99-0079 DEVELOPMENT permit FINALED ADD PRODUCTION CENTER 3/25/1999 4/20/1999
OFFICES AND WALL.
SUBTYPE: ARET STATUS: FINAL DESCRIPTION: ADD PRODUCTION CENTER OFFICES AND WALL.
EL09-0393 ELECTRICAL permit EXPIRED FEDEX KINKOS ADD TO EXISTING SECURITY 6/26/2009
SYSTEM
SUBTYPE: NRES STATUS: EXPIRED DESCRIPTION: ADD TO EXISTING SECURITY SYSTEM
EL09-0738 ELECTRICAL permit FINALED FEDEX KINKOS EXTEND EXISTING CIRCUIT AND 11/20/2009 12/18/2009
INSTALL 4-PLEX - INSTALL LIGHT S
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: EXTEND EXISTING CIRCUIT AND INSTALL 4-PLEX - INSTALL LIGHT SWITCH
EL10-0017 ELECTRICAL permit FINALED FED EX/KINKOS ADD (1) LOW VOLT FIRE ALARM 1/8/2010 1/20/2010
NOTIFICATION DEVICE
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: ADD (1) LOW VOLT FIRE ALARM NOTIFICATION DEVICE
EL10-0047 ELECTRICAL permit EXPIRED FED EX OFFICE INSTALL (2) WALL SIGNS 1/25/2010
SUBTYPE: NRES STATUS: EXPIRED DESCRIPTION: INSTALL (2) WALL SIGNS
EL11-0809 ELECTRICAL permit FINALED FED EX ADD NEW WALL PACK LIGHT TO 8/29/2011 8/30/2011
EXTERIOR OF BUILDING
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: ADD NEW WALL PACK LIGHT TO EXTERIOR OF BUILDING
EL11-0932 ELECTRICAL permit FINALED KINKO'S - SUITE B INSTALL NEW 200 AMP MLO 10/11/2011 11/1/2011
FOR CIRCUIT DISTRIBUTION.
REMOVE (3
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: INSTALL NEW 200 AMP MLO FOR CIRCUIT DISTRIBUTION. REMOVE (3) 50A CIRCUITS, (3) 30A
CIRCUITS, AND INSTALL (3) 30A CIRCUITS, (3) 20A CIRCUITS, (1) 20A CIRCUIT. NO ADDITIONAL LOAD ADDED, JUST ADDING DISTRIBUTION.
EL12-0304 ELECTRICAL permit EXPIRED FED EX OFFICE FED EX OFFICE 3/30/2012
SUBTYPE: NRES STATUS: EXPIRED DESCRIPTION: MOVE POWER POLE 30 FT IN PRODUCTIION AREA
L93-0065 SEPA project APPROVED THE MEDICI GROUP, INC. KINKOS COPY 8/17/1993
CENTER
COMPLETE ALTERATIONS & RENOVATION OF AN EXISTING 17,584 SF.OFFICE SPACE FOR A KINKOS RETAIL/OFFICE USE. EXTERIOR WILL
CONSTRUCTION ACCOMODATE SIDEWALKS, FIRE LANES, LANDSCAPING, AND PARKING. A SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
IS REQUIRED SINCE NONE WAS ISSUED FOR THE ORIGNIAL PROJECT, WHICH WAS BUILT BEFORE THE SHORELINE ACT.
L93-0066 SHORELINE project APPROVED THE MEDICI GROUP, INC. SOUTHCENTER 8/17/1993
BUILDING
APPROVED RENOVATION OF AN EXISTING, ONE STORY, 17,584 S.F. OFFICE BUILDING TO AN OFFICE/RETAIL USE. THE PROPERTY IS SEPARATED
FROM THE GREEN RIVER BY ABOUT 75FT. OF PUBLIC PROPERTY, WITHIN WHICH IS LOCATED A 20 WIDE TRAIL AND 30 FT. WIDE ROAD.
EXTERIOR IMPROVEMENTS IN THE SHORELINE ZONE ARE TYPICALLY ADDITION OF A 15 FT. WIDE LANDSCAPE STRIP,MINOR ASPHALT
REPLACEMENT, AND A 40 LONG, 8 FT. HIGH WALL TO SCREEN A TRUCK LOADING SPACE.
M01-159 MECHANICAL permit FINALED RELOCATE AND ADD DIFFUSERS 9/14/2001 9/18/2001
TO EXISTING SYSTEM.
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: RELOCATE AND ADD DIFFUSERS TO EXISTING SYSTEM.
M04-203 MECHANICAL permit FINALED KINKO'S REPLACING EXISTING ROOF TOP 11/24/2004 1/5/2005
UNIT AND ADDING DUCTWORK.
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: REPLACING EXISTING ROOF TOP UNIT AND ADDING DUCTWORK.
M94-0051 MECHANICAL permit FINALED INSTALL HEATING, VENTILATION 5/20/1994 6/27/1994
AND AIR CONDITIONING
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: INSTALL HEATING, VENTILATION AND AIR CONDITIONING
M94-0087 MECHANICAL permit FINALED REPLACE EXISTING HVAC UNITS 6/17/1994 1/26/1995
ON ROOF.
SUBTYPE: NRES STATUS: FINAL DESCRIPTION: REPLACE EXISTING HVAC UNITS ON ROOF.
P09-181 PROJECT permit RECEIVED FEDEX KINKOS MINOR TI: CONSTRUCTION OF 9'-
6" X 18' NON WEIGHT BEARING
WAL
STATUS: RECEIVEDDESCRIPTION: MINOR TI: CONSTRUCTION OF 9'-6" X 18' NON WEIGHT BEARING WALL, USING 3 5/8" 20 GUAGE METAL STUDS
AND 5/8" DRYWALL. INSTALLATION OF ONE NEW DOOR.
PRE18-0019 PRE APP MEETING project RECEIVED HOLDEN AT SOUTHCENTER HOLDEN AT SOUTHCENTER 6/4/2018
CONSTRUCT A NEW 7 STORY, ASSISTED LIVING COMMUNITY WITH 133 UNITS TOTAL (25 MEMORY CARE UNITS & 108 ASSISTED LIVING UNITS), 71
SURFACE PARKING STALLS
PRE93-020 PRE APP MEETING project RECEIVED
KINKO COPY CENTER 6/30/1993
RECEIVED KINKO COPY CENTER INTERIOR REMODEL FOR RETAIL AND STORAGE
PW93-0243 PUBLIC WORKS permit FINALED NEW SIDEWALK AND TWO 1/11/1994 4/7/1994
DRIVEWAY MODIFICATIONS
SUBTYPE: COM STATUS: FINAL LOCATION: ALONG ANDOVER PARK EASTDESCRIPTION: NEW SIDEWALK AND TWO DRIVEWAY MODIFICATIONS
PW93-0244 PUBLIC WORKS permit FINALED FIRE HYDRANT RELOCATION 1/11/1994 4/7/1994
SUBTYPE: RTL STATUS: FINAL LOCATION: AT NORTH DRIVEWAYDESCRIPTION: FIRE HYDRANT RELOCATION
PW93-0245 PUBLIC WORKS permit FINALED NEW OIL/WATER SEPARATOR & 1/11/1994 4/7/1994
CHANGES TO EXISTING CBS
SUBTYPE: RTL STATUS: FINAL LOCATION: ON-SITEDESCRIPTION: NEW OIL/WATER SEPARATOR & CHANGES TO EXISTING CBS
PW94-0022 PUBLIC WORKS permit FINALED DEDUCT METER FOR LANDSCAPE 5/2/1994 5/2/1994
IRRIGATION
SUBTYPE: RTL STATUS: FINAL LOCATION: PLANTING STRIP ADJACENT TO ANDOVER PARK DESCRIPTION: DEDUCT METER FOR LANDSCAPE
IRRIGATION
RFA00-175 CODE ENFORCEMENT case CLOSED CRIM INVESTMENTS INC. OVERGROWTH 6/25/2000 9/15/2000
RESOLVED OVERGROWTH
RFA10-465 CODE ENFORCEMENT case CLOSED BETA TUKWILA LLC Tall hedge is blocking the view of 10/19/2010 2/28/2011
sidewalk from the drivewa
CLOSED Tall hedge is blocking the view of sidewalk from the driveway
RFA13-134 CODE ENFORCEMENT case CLOSED BETA TUKWILA LLC 2013 business license 5/14/2013 6/14/2013
CLOSED 2013 business license
RFA99-087 CODE ENFORCEMENT case CLOSED CRIM INVESTMENTS INC. SIGNAGE VIOLATIONS 3/14/1999 12/9/1999
RESOLVED SIGNAGE VIOLATIONS
RPR08-146 REQUEST PUBLIC permit FINALED SHANE HAGER RQSTG LATEST BLDG PERMIT 7/15/2008 7/9/2008
RECORD AND BLDG PLANS TO REVIEW
STATUS: COMPLETEDESCRIPTION: RQSTG LATEST BLDG PERMIT AND BLDG PLANS TO REVIEW
RPR08-158 REQUEST PUBLIC permit FINALED SHANE VAN DEN HENDE RQSTG PLANS, PERMITS, SITE 8/1/2008
RECORD MAPS FOR PROPERTY.
INTERESTED IN
RPR09-155
STATUS: COMPLETEDESCRIPTION: RQSTG PLANS, PERMITS, SITE MAPS FOR PROPERTY. INTERESTED IN UNDERGROUND &ABOVE GROUND
STORAGE TANKS, ADDITIONS
REQUEST PUBLIC permit FINALED NICOLE KAPISE RQSTG BLDG PERMITS & PLANS, 11/13/2009 11/6/2009
RECORD INFO RE UNDERGROUNG OR
ABOUVE GR
STATUS: COMPLETEDESCRIPTION: RQSTG BLDG PERMITS & PLANS, INFO RE UNDERGROUNG OR ABOUVE GROUND STORAGE TANKS, INFOR RE
HEATING SYSTEM.
RPR16-0046 REQUEST PUBLIC permit FINALED KINKOS KINKOS - BRUCE ANDERSEN 5/11/2016
RECORD
REQUESTING ARCHITECTURAL PLANS, ELEVATIONS AND ENGINEERING DETAILS
RPR18-0084 REQUEST PUBLIC permit RECEIVED RUSSELL STOLSEN
RECORD
504-089 SIGN permit FINALED KIRSTEN HANSON Replace existing wall sign with a 11/18/2004
new one " Fed Ex Kinkos"
STATUS: FINAL DESCRIPTION: Replace existing wall sign with a new one " Fed Ex Kinkos"
505-042 SIGN permit FINALED FEDEX KINKO'S INSTALL A NEW FREE STANDING 6/6/2005
SIGN "FedExKinko'"
STATUS: FINAL DESCRIPTION: INSTALL A NEW FREE STANDING SIGN "FedExKinko"'
S09-053 SIGN permit
FINALED CAPITOL SIGN & AWNING New wall sign for Kinkos; name 12/7/2009 4/15/2010
change from FedEx Kinko's to
STATUS: FINAL DESCRIPTION: New wall sign for Kinkos; name change from FedEx Kinko's to FedEx Office.
S10-003 SIGN permit
S94-031
FINALED IMAGE NATIONAL
ONE WALL SIGN FOR
FEDEX/KINKOS ON NORTH
FACADE. EXISTING POL
1/26/2010 6/22/2010
STATUS: FINAL DESCRIPTION: ONE WALL SIGN FOR FEDEX/KINKOS ON NORTH FACADE. EXISTING POLE SIGN WILL BE REMOVED.
SIGN permit
SUBTYPE: WALL STATUS: FINAL
S94-032 SIGN
permit
SUBTYPE: FREE STATUS: FINAL
SW94-019 CODE ENFORCEMENT case
SW99-007
FINALED ZANE WILSON KINKOS COPIES PERMANENT 3/9/1994 4/28/1994
WALL SIGN
LOCATION: 112 ANDOVER PK EDESCRIPTION: KINKOS COPIES PERMANENT WALL SIGN
FINALED ZANE WILSON KINKOS COPIES FREESTANDING 3/9/1994 4/28/1994
SIGN
LOCATION: 112 ANDOVER PK EDESCRIPTION: KINKOS COPIES FREESTANDING SIGN
CLOSED CRIM INVESTMENTS INC. TENANT IMPROVEMENT WORK 4/19/1994
WITHOUT A BUILDING PERMIT.
REMOVED TENANT IMPROVEMENT WORK WITHOUT A BUILDING PERMIT.
CODE ENFORCEMENT case CLOSED NORTHWEST DEVELOPMENT TENANT IMPROVEMENT 3/4/1999
TRUST WITHOUT PERMIT, BACK
STOCK ROOM (NOTE
CITED TENANT IMPROVEMENT WITHOUT PERMIT, BACK STOCK ROOM (NOTE: SPRINKLER COVERAGE TRAINING AREA).
TS14-0010 SIGN
permit ISSUED
GENE JUAREZ LLC 6/4/2014
SPECIAL EVENT - BANNERS, FLAGS, BALLOONS, ANIMATED WIND OBJECTS - ALL ALLOWED
Printed on: 6/13/2018
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Jonathan Joseph
From: Jesse Camp <jcamp@allresco.com>
Sent: Thursday, June 7, 2018 4:06 PM
To: Minnie Dhaliwal; Jonathan Joseph
Cc: Evan Lawler
Subject: 112 Andover Park E - Zoning Verification Letter
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: Zoning Verfication
Hello Minnie and Jonathan,
Alliance Residential would like to formally request a zoning verification letter for the property located at 112 Andover
Park E (APN 0223000045). Please confirm receipt of this request. When should we expect to receive the final zoning
verification letter?
Thanks in advance for your help.
Best,
Jesse Camp
Development Assocoate
Alliance Residential Company 1 Pacific Northwest
1325 4th Ave., Ste. 1005, Seattle, WA 98101
(p) 206-330-0621 I (c) 425-444-2444
061
1
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development- Jack Pace, Director
Extension of Short Plat Permit
April 20th, 2018
Mr. Kevin Li
C/O Harry Singh
4509 South Holden Street
Seattle, WA 98188
Dear Mr. Li
On April 26th, 201 you applied for a short plat reduction with the city of Tukwila. Your
preliminary approval was issued on August 28th, 201. Per TMC 17.12.040, "if the short plat is
not recorded with one year of the date of the preliminary short plat approval, the short plat shall
become null and void Upon written request by the sub -divider prior to the expiration data, the
Short Subdivision Committee may grant one extension of not more than one year."
On April 20th, 2018 we received written request to provide an extension to this short plat permit.
This extension has been approved and you will have until August 28th, 2019 to record the final
short plat.
Sincerely,
Director -Department of Community Development
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
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RECEIVED
CITY OF TUKWILA
APR 202018
PERMIT CENTER
MEMORANDUM
To: Bob Giberson via David McPherson
Jay Wittwer via Don Tomaso
Richard Takechi
From: Jonathan Joseph
RE: Edmund Short Plat
Date: November 13, 2017
File: L17-0022
The above referenced short plat is ready for final approval. Attached are the documents for
recording. Please indicate your approval by putting your initials next to your name below. If you
do not approve, indicate any additional requirements below.
Approved by Jay Wittwer (initials)
Approved by Bob Giberson (initials)
Approved by Richard Takechi (initials)
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
RECEIVED
COMMUNITY
DEVELOI'MI-NT
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
Date: �� I `7- Permit Number: 2 2 7 6 02, Z
Project Name: z ,j'Y1 LYA.) <5Z/, f - P1AI-
Project Address: /2 /� Z # .6 , 7'2�,5 2 2-
Project Contact: `t'/% � 6, / r/ Contact Phone number: f'-267 7S7-
City Planner: /%141--1
Ze 7- fr-t/1/--e" (ff grn9ct59-,4a,
PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
❑ Response to letter requesting additional information (Please attach a copy of the letter)
❑� Final Short Plat Submittal
Summary of revision/response submittal:
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on \\ 1(t1'14
W:\@SHAREPOINT FOLDER RESTRUCTURE \Reference\APPLICATIONS - Land Use Apps & Handouts\Revision Submittal Form.doc
Revised: March 2014
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
Affidavit of Distribution
Project Name: Edmund Short Plat
Project Number: L17-0022
Associated File Number (s): PL17-0015
Date Mailed: 09/11/2017
Mailing requested by: JONATHAN JOSEPH
Mailer's signature:
❑ Board of Adjustment Agenda Packet
❑ Board of Appeals Agenda Packet
❑ Determination of Non -Significance
❑ Determination of Significance &
Scoping Notice
❑ Mitigated Determination of Non -
Significance
❑ Notice of Action
O Notice of Application
Parties of Record:
❑ Notice of Application for
Shoreline Mgmt Permit
❑ Notice of Decision
❑ Notice of Public Hearing
❑ Notice of Public Meeting
❑ Official Notice
❑ Other:
❑ Shoreline Mgmt Permit
❑ Short Subdivision Agenda
Kevin Li, Owner
King County Assessors Office
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
NOTICE OF DECISION
August 28, 2017
Kevin Li
4509 5 Holden St
Seattle, WA 98118
RE: Short Plat L17-0022
5155 S 160th Street, Tukwila WA 98188
Parcel Number 5379200232
Dear Mr. Li,
The Short Subdivision Committee has completed review of your short plat application (No. L17-0022), 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. 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
1. The following corrections are required on the proposed drawings:
a) Fire Access Road: All dead-end fire apparatus access roads in excess of 150 feet in length
shall be provided with an approved turnaround.
b) Short Plat Map 2 of 2-Add Sanitary Sewer Easement and Maintenance Agreement NOTE on
short plat map.
Sample: FOR INFORMATION ONLY
"The cost of maintenance, repair or reconstruction of that portion of the sewer used in common,
located inside the private side sewer easement, shall be borne in equal shares, except that the
owners of any lower parcel shall not be responsible for the part of the sewer above their
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 2
connection, and when necessary to repair, clean or reconstruct the sewer, the parties to this
agreement shall have right of entry for this purpose."
Contact Valley View Sewer District at 3460 South 148th Street, Suite 100, Tukwila WA 98168;
(206) 242-3236 to verify above language. Valley View Sewer District may require a separate
Sanitary Sewer Easement and Maintenance Agreement document to be recorded at the King
county recorder's office.
c) Short Plat Survey Map 1 thru 3 of -Add L17-0022 to Short Plat Number.
d) Revise Surveyor's Certificate to comply with City of Tukwila format. See TMC 17.04.060.B.3-
enclosed.
e). Provide new legal description of Short Plat Survey Map.
f) New legal description for Lot 1, should include "subject to"- reference the Private 20'
Ingress, Egress & Utility Easement.
g) New legal description for Lot 2 should include "together with"- reference the Private 20'
Ingress, Egress & Utility Easement.
h) Short Plat map should be revised base on City of Tukwila short plat template.
i) Provide NOTE on final short plat map, "comply with Geologic Assessment Report, by
Development Engineering, PLLC; dated December 21, 2016, and subsequent geotechnical
reports. "
j) Provide NOTE on final short plat map, "Per City of Tukwila undergrounding Ordinance, all
utilities shall be placed underground."
k) Provide NOTE on final short plat map, "No parking allowed in access easement."
1) Provide TUKWILA SHORT PLAT COMMITTEE APPROVAL signature block on Final Short Plat
map (see enclosed sample)
2. Demolition permits are required to remove any existing structure. Demolition of structures over
200 square feet and/or connected to utilities requires a Demolition permit. Please contact the
Building Division at 206.431.3670.
3. After the demolition is complete, a final inspection must be scheduled and completed.
4. Demolished old structure must be taken off the final plans to be signed.
5. Provide a draft copy of the 20' Private Ingress, Egress & Utilities Easement and Maintenance
Agreement within new Lot 1 for the benefit of new Lots 1 and 2.
(a) This document shall be recorded prior to recording of Final Short Plat Map, and the
recording number be shown on the short plat map.
(b) the 20' Private Ingress, egress & utilities Easement and maintenance Agreement should
include language stating who will maintain the paved area and utilities, and by what portion.
(See sample -enclosed)
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 3
6. Lot 1 Address to remain 5155 South 160 Street; Lot 2 shall be assigned the address of 5159
south 160th Street. This shall be placed on the recording documents.
7. Fire Sprinkler System: An approved automatic sprinkler system shall be installed in new -one
family dwellings and townhouses.
8. Fire ladder access The final grading plan must show a flat area below and second story rescue
windows for Fire Department ground ladder placement. If unable to provide a suitable flat area
adjacent to the house, please contact the Tukwila Fire Marshall's Office.
9. Applicant shall obtain a permit from Highline Water District for water service installation.
10. Applicant shall obtain a permit from Valley View Sewer District for sanitary sewer service
installation.
Informational Items:
1. The two subject parcels are under different ownership. Both owners will need to sign the final
Survey Site Map. Change the signature block on the survey map for additional signatures.
2. The applicant shall apply for a Public Works (PW) type 'C' permit 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. Staff shall hold a pre -construction meeting with applicant
as part of PW permit approval.
3. Future residence requires a sanitary sewer permit from Valley View Sewer District and water
service/water meter permit from Water District #125.
4. Proposed homes shall meet TMC 18.50.050 design standards. These will be reviewed at the
time of building permit review.
5. Applicant shall contact Post Master at 1.800.275.8777 for mailbox location approval.
6. For short plat developments of four single-family homes of Tess and individual single-family
homes, fire hydrants shall be placed so that a hydrant is no more than 250 feet by line of
vehicular travel to the nearest point of the building. For developments greater than four
single-family homes, the hydrant shall be no more than 150 feet by line of vehicular travel to
the nearest point of the building.
NEXT STEPS:
1. Construction permits: Install all required site improvements, including those proposed in the
application and those identified above as conditions of approval. You will need to obtain all
required permits prior to beginning any construction. For City of Tukwila utilities, contact Tukwila
Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. For utilities provided by
other entities, contact the individual providers.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 4
2. Final Approval: Submit documents for final approval. After installing the required site
improvements and complying with the conditions of approval submit the necessary short plat
documents (survey, legal descriptions, and other required paper work) for city signatures. 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 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.
3. 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.
EXPIRATION OF PRELIMINARY APPROVAL
The final approved short plat must be filed with the King County Department of Records within 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.
APPEAL RIGHTS
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 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. 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.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 5
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 per the current fee schedule, additional hourly charges may apply. In addition all hearing
examiner costs will be passed through to the appellant.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing
Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the
outcome of the administrative appeal process may file an appeal in King County Superior Court from the
Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW 36.70C.
An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal.
If you have any questions about this matter please direct them to the project planner, Jonathan Joseph. He
can be reached by phone at 206-431-3662, or Jonathan.Joseph@TukwilaWA.gov.
Sincerely,
/////1-1
C'r Jack Pace
Chair, Short Subdivision Committee
cc: Bob Giberson, Public • rks Director (please initial your approval)
Jay Whittwer, Fire Chief�`*please initial your approval)
Kevin Li, Owner
King County Assessor, Accounting Division
Phone: 206-433-1800 • Email: Mayor@TukwitaWA.gov • Website: TukwitaWA.gov
L17-0022
51155 S. 160 Street
The following address has been assigned for Lot 2 for this short plat.
Date: 7 /87/7"-- Permit Number:
Project Name:
Project Address:
Project Contact: 1/AJ ; M
City Planner: r- / G3 %tri
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
y Z
Contact Phone number: 7J9,j "26 7 X 5R—
PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
Fr Response to letter requesting additional information (Please attach a copy of the letter)
❑ Final Short Plat Submittal
Summary of revision/response submittal:
JUL 182011
'nmmunit‘
Received at the City of Tukwila Permit Center by:
Entered in TRAKiT on
W:\@SHAREPOINT FOLDER RESTRUCTURE \Reference\APPLICATIONS - Land Use Apps & Handouts \Revision Submittal Formdoc
Revised: March 2014
Dryco Sueveying Inc.
827 West Main Street, Suite A
Sumner WA 98390
253-826-0300
Tuesday, July 11, 2017 3:27:15 PM
PROJECT:
Z:\Projects\2016\2016076\2016076.pro
CLOSURE REPORT LOT 1
Coordinate values shown are computed based on the rounded bearing
and distance, or chord bearing and chord lengths as indicated herein.
Boundary Name:
Point Number Description Station Northing Easting
Bearing Distance
7
S00°14'13"E
50
N89°21'31"W
44
N19°21'46"W
45
S70°55'05"E
7
73.03 '
91.89 '
125.11 '
140.80 '
0+00.0
0+73.0
1+64.9
2+90.0
4+30.8
9602.3489
9529.3196
9530.3482
9648.3818
9602.3514
15411.5644
15411.8664
15319.9822
15278.5022
15411.5655
Closing bearing = S23°42'54"W
Closing distance = 0.00269
Total traverse length = 430.83 (430.83)
Total error of closure = 1/160319
Area = 10253 SF
Area = 0.24 Acres
RECER ED
JUL 18 2017
Community
Development
Dryco Sueveying Inc.
827 West Main Street, Suite A
Sumner WA 98390
253-826-0300
Tuesday, July 11, 2017 3:28:23 PM
PROJECT:
Z:\Projects\2016\2016076\2016076.pro
CLOSURE REPORT LOT 2
Coordinate values shown are computed based on the rounded bearing
and distance, or chord bearing and chord lengths as indicated herein.
Boundary Name:
Point Number Description Station Northing Easting
Bearing Distance
6
570°55'05"E
45
S19°21'46"E
44
S89°21'31"E
50
S00°14'13"E
8
N89°21'31"W
5
N00°14'13"W
6
7.54
125.11
91.89
80.04
140.00
200.00
0+00.0 9650.8430 15271.3791
0+07.5 9648.3780 15278.5048
1+32.7 9530.3445 15319.9848
2+24.5 9529.3158 15411.8690
3+04.6 9449.2765 15412.2000
4+44.6 9450.8437 15272.2088
6+44.6 9650.8420 15271.3817
Closing bearing = N68°53'16"W
Closing distance = 0.00281
Total traverse length = 644.58 (644.58)
Total error of closure = 1/229046
Area = 14459 SF
Area = 0.33 Acres
VED
JUL 18 2017
Cvmmu .
n
ciopmeat
CITY OF TUKWILA, WASHINGTON
SHORT PLAT No. L 17- 0022
NAME: EDMUND SHORT PLAT
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that I, the
undersigned, all parties with any right, title, and/or
ownership interest in the land herein described do
hereby rnake a short subdivision thereof pursuant to
RCW 58.17.060 and cknowledges that said subdivision
shall not be further subdivided in any manner within
a period of five 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 subdivision and the same is made with the free
consent and in accordance with the desire of the
owners and shall be binding upon their heirs,
successors and/or assigns.
IN WITNESS WHEREOF we set our hands and seals.
Kevin Li
State of Washington)
County of ))
ss
Notary Public in and for the State of
Washington residing at
My commission expires
RECORDER'S CERTIFICATE
filed for record this day of 2017, at M
in book of at page at the request of
Mgr. Supt. of Records
APPROVALS:
Approved by the City of Tukwila Short Subdivision Committee
this day of 2017.
Chairperson, Tukwila Short Subdivision Committee
22
23
ENCASED MONUMENT
3" BRASS DISK 27 6 VISITED 9/20161N IRON PIPE
FOUND
121 IIAH
0.1
FOUND
1" IRON PIPE
ENCASED MONUMENNT
1/2" IRON ROD IN COCNCRETE
VISITED 9/2016
KING COUNTY ASSESSOR'S APPROVAL
Examined and approved this
day of 2017.
King County Assessor
Deputy King County Assessor
Ton Parcel # 5379200232
RECORDING NO.
VOL./PAGE
PORTION OF
NW 1 /4 of NW 1 /4, S 26, T 23 N, R 4 E
GRAPHIC SCALE
1600,
0 30
'S ag M O80\\
LOT
10253 SF
DRYCO
L)T 2
14459 SF
ORIGINAL LEGAL DESCRIPTION
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY.
1"=30WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 26, THENCE
NORTH 00'14'13" EAST 2094.94 FEET; THENCE SOUTH 88'21'31" EAST 330.00 FEET;
60 90 TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 81321'31" EAST 140.00 FEET;
THENCE NORTH 00'14'13" EAST 153.08 FEET TO THE SOUTH UNE OF SOUTH 160TH
STREET; THENCE NORTH 70'55'05" WEST ALONG SAID SOUTH UNE 148.34 FEET TO
A POINT WHICH IS NORTH 00'14'13" EAST FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 00'14'13" WEST 200.00 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY of KING, STATE OF WASHINGTON.
PJA9'213S11 9149'
"199'21 ,1"N .40,00'
POUND REBAR
& CA 18898
SURVEYOR NOTES:
1. THE DRAWING HEREON DOES NOT NECESSARILY CONTAIN ALL THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD WORK.
OFFICE WORK 0R RESEARCH.
2. ORYCO'S FIELD TRAVERSE PROCEEOURES MEET OR EXCEED
ACCURACY STANRDS AS PER WAC 332-130-090.
3. ALL MONUMENRS VISITED AS NOTED.
4. AS NO TITLE REPORT WAS FURNISHED BY THE CLIENT, THIS
SURVEY DOES NOT PURPORT 10 SHOW ALL EASEMENTS PER
RECORD, IF ANY.
DRYCO Surveying, Inc.
827 MAIN STREET SUITE "A"
SUMNER, WA 98390
253-826-0300 FAX 253-826-9703
Al
PRIVATE 20' INGRESS, EGRESS & UTILITY
EASEMENT MAINTENANCE AGREEMENT
THIS SHORT PLAT CONTAINS A INGRESS, EGRESS AND UTILITY TRACT.
OWNERSHIP AND MAINTENANCE OF THIS TRACT SHALL BE OF EQUAL
SHARE BETWEEN THE OWNERS OF THE LOTS IN THIS SHORT PLAT.
BASIS OF BEARING
THE WEST LINE OF THE NW1/4 OF THE NW 1/4 OF
SECTION 26, TOWNSFj1P 23 NORTH, RANGE 4 EAST, W.M.
LEGEND /
o FOUND PROPERTY CORNER AS INDICATED
• SET REBAR & CAP LS# 34145
S. 163rd P1.
VICINITY MAP
NTS
SURVEYOR'S CERTIFICATE:
TIII.S MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE
REQUEST OF KEVIN LI.
G. PHIL SARGENT
P.L.S. 34145
164th St.
RECEz ED
JUL 1t011
um, A ty
Oevenom: nt
Page 1 of 2
FOR: Kevin Li
DRAWN: 6PS
SCALE SEE SHT 2
DATE SURVEYED: 9/2014
APPROVED: 6P5
DATE PRIMED; 7/12/2017
2016076
Z.(7 otozz
CITY OF TUKWILA, KING COUNTY, WASHINGTON
SHORT PLAT No. L 17-0022
NAME: EDMUND SHORT PLAT
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
RECORDING NO.
VOL./PAGE
EXISTING CONDITIONS
GRAPHIC SCALE
1"=30'
0 30 60 90
DRYCO
Surveying, Inc.
827 West Main Street Ste. A
SUMNER, WASHINGTON 98390
253-826-0300 Fax 253-826-9703
G. PHIL SARGENT P.L.S. 34145
RECEIVED
JUL 18 2011
Community
Development
Page 2 of 2
FOR: Kevin Li
DRAWN: 6P5 SCALE:1"=30'
DATE SURVEYED: 9/2016
APPROVED: 6P5
DATE PRINTED: 7/12/2017
JOB No: 2016076
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
June 1st, 2017
CORRECTIONS REQUESTED FOR
SHORT PLAT PERMITTING PROCESS
Harry Singh
5140 S. 172 Lane
SeaTac WA 98188
Subject: Corrections requested for Short Plat L 17-0022 at 5135 South 160th Street
Dear Mr. Singh,
On April 26th, 2017, the Department of Community Development received your application to short plat
and construct a 14,459 square foot residence at 5155 South 160th Street, Tukwila WA 98188. Based on a
review of your submittal relative to those requirements as set out in the Complete Application Checklists
for Design Review and SEPA review, your application was deemed submitted and complete.
Review of the document showed that there were additional corrections needed to the proposal before we
could proceed with the short plat permitting process. Per the Tukwila Municipal Code, "any period of
time during which the applicant has been requested by any City department, agency or hearing body
with jurisdiction over some aspect of the application to correct plans, perform required studies, or
provide additional information. If the applicant fails to provide a request correction of additional
information within 90 days of the request the Department may cancel the application due to inactivity."
(TMC 18.104.130-1B).
The following corrections are required to this short plat permit application:
1. Fire access road: All dead-end fire apparatus access roads in excess of 150 feet in length shall be
provided with an approved turnaround
2. Owner/Applicant to complete a Traffic Concurrency Certificate and pay a Transportation
Concurrency Test Fee in the amount $300 as part of this Short Plat- L17-0222 (see enclosed)
3. Provide a print of lot closures calculation for new Lot 1 and new Lot 2
4. Dimensions of the new proposed plats must be added to drawing
5. North arrow of the Survey's report must be oriented correctly.
If you have any further questions or concerns, please do not hesitate to reach out to me.
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
5155 South 160th Street
June 1st, 2017
Page 2
Best, Regards,
Jonathan Joseph
Planning Intern
Attached:
1. Traffic Concurrency Certificate Application
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwitaWA.gov
MEMORANDUM
www.tukwila@tukwilawa.gov
Development Guidelines and Design and Construction Standards
TO: PLANNING DEPT. — Jonathan Joseph, Planner
L�'d7f1
FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer
DATE: May 9, 2017
SUBJECT: Edmund — 2 Lot Short Plat at 5155 S. 160th Street
TL no. 537920-0232
Short Plat and Miscellaneous Comments
Short Plat — L17-0022
Public Works has the following Preliminary Short Plat comments.
1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a
Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L17-0022.
(See enclosed.)
2. Provide a print of lot closure calculations for new Lot 1 and new Lot 2.
Prior to Final Short Plat, the following comments need to be addressed for Public Works.
Short Plat Survey Map
1. Short Plat Survey Map sheets 1 thru 3 of 3 - Add L17-0022 to Short Plat Number.
2. Revise Surveyor's Certificate to comply with City of Tukwila format. See TMC 17.04.060.B.3.
— enclosed.
3. Provide new legal descriptions on Short Plat Survey Map.
4. Short Plat Survey Map should be revised based on City of Tukwila short plat template.
5. Short Plat Map sheet 2 of 2 — Add Sanitary Sewer Easement and Maintenance Agreement
NOTE on short plat map. SAMPLE from Valley View Sewer District (for information only)
follows — "The cost of maintenance, repair or reconstruction of that portion of the sewer used
in common, located inside the private side sewer easement, shall be borne in equal shares,
except that the owners of any lower parcel shall not be responsible for the part of the sewer
above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties
to this agreement shall have a right of entry for that purpose." Contact Valley View Sewer
District at 3460 S. 148th Street, Suite 100, Tukwila, WA 98168; (206) 242-3236 to verify
above language. Valley View Sewer District may require a separate Sanitary Sewer Easement
and Maintenance Agreement document to be recorded at the King County Recorder's Office.
Page 1 of 2
6. Provide a draft copy of the 20' Private Ingress, Egress, & Utilities Easement and
Maintenance Agreement. Within new Lot 1 for the benefit of new Lots 1 and 2. (1)
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. (2) The 20' Private Ingress, Egress,
& Utilities Easement and Maintenance Agreement should include language stating who
will maintain the paved area and utilities, and by what portion. (See sample —
enclosed.)
7. Provide note on Final short plat map. "Comply with the Geologic Assessment Report, by
Development Engineering, PLLC; dated December 21, 2016, and subsequent geotechnical
reports."
8. Provide TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL signature block on
Final short plat map. (See enclosed sample)
9. Provide note on Final short plat map. "Per City of Tukwila Undergrounding Ordinance all
utilities shall be placed underground".
10. Provide note on Final short plat map. "No Parking allowed in the access easement".
11. New legal description for Lot 1, should include `subject to' — reference the Private 20' Ingress,
Egress, & Utilities Easement.
12. New legal description for Lot 2, should include `together with' — reference the Private 20'
Ingress, Egress, & Utilities Easement.
Short Plat Site Development Plan
No comments.
Miscellaneous Comments
1. Applicant shall obtain a permit from the Highline Water District for water service installation.
2. Applicant shall obtain a permit from Valley View Sewer District for sanitary sewer service
installation.
Page 2 of 2
`SAMPLE'
After recording
Please return to:
xxxxxxxxxxx
xxxx xxx xxxx
xxxxxx, WA xxxxx
PRIVATE ACCESS AND UTILITIES EASEMENT
AND MAINTENANCE AGREEMENT
Reference City of Tukwila Short Plat No. L17-0022
GRANTOR: xxxxxxxxxxx — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-
0022)
GRANTEE: xxxxxxxxxxx — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-
0022)
Grantor Legal Description
XXXXXXX
Being within the NW1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
Grantor - Assessors Tax Parcel No. 537920-0232
Grantee Legal Description
XXXXXXX
Being within the NW1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
Grantee - Assessors Tax Parcel No. 537920-0232
THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned
owner (grantor) in fee simple of the land described herein.
And is for the benefit of the Grantee's property.
For and in consideration of the mutual covenants, an agreement hereinafter expressed and other
good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the
parties hereto agree as follows:
Page 1 of 3
1. The owner of the above described land does hereby define, grant and convey to the present
and future owner(s) (Grantee) of the land described as follows:
An exclusive perpetual Access and Utilities Easement over, across, along, in, upon and under
that portion of said Grantor's land described as follows:
ACCESS AND UTILITIES EASEMENT OVER A PORTION OF LOT 1 OF CITY OF
TUKWILA SHORT PLAT L17-0022.
A PORTION OF THE FOLLOWING DESCRIBED PARCEL:
XXXX
THAT PORTION BEING MORE FULLY DESCRIBED AS FOLLOWS:
XXX
2. This easement is for the sole purpose of the construction, use and maintenance of an Access
and Utilities Easement.
3. Grantee shall install any improvements in said Access and Utilities Easement at its sole cost
and expense and shall continue to maintain and shall continue to bear all cost of repair and
maintenance or repair of said Access and Utilities Easement.
4. Grantee shall hold Grantor harmless from and against any and all claims which may be made
against Grantor arising out of the installation, operation, maintenance or repair or said Access
and Utilities Easement.
5. The herein easement and agreement may be amended only with the written agreement of the
Grantee herein, his heirs and/or assigns.
b. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine
of merger.
This easement agreement shall run with the land and shall be binding on all parties having or
acquiring any right, title or interest in the land descried herein or any part thereof.
Page 2 of 3
IN WITNESS WHEREOF, said individual have caused this instrument to be executed this
day of , 2017.
Grantor/Grantee/Authorized Signature
STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that
is the person who appeared before me, and said individual acknowledged that she signed this
instrument and acknowledged it to be her 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
Page 3 of 3
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (208) 431-3670 FAX (206) 431J885
E-mail: tukpI8n ltukwIla,wa,us
SHORT PLAT NUMBER
DECLARATION
Know all mon by these present that we, the undersigned, owner(s) in fee simple of the land
herein described do hereby make a short subdivision thereof pursuant to RCW 66.17.060
and acknowledge that said subdivision shall not be further divided In any manner within
a period of five years, from date of record, without the filing of a anal plat. The undersigned
further declare this short plat to be the graphic representation of said short subdivision
and the same Is made with the free consent and In accordance with the desire of the owner(a).
In witness whereof we have set our hands and seals.
Name: Name:
Name: Name:
STATE OF WASHINGTON
County of King
On this day personally appeared before me
to me known to be the Individual who executed the within and foregoing Instrument and
acknowledged that he/she signed the same as his/her voluntary act and deed for the
uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of . 20
Signature:
Name as commissioned:
Title:
My appointment expires_:
STATE OF WASHINGTON
County of King
On this day personally appeared before me
to me known to be the individual who executed the within and foregoing Instrument
and acknowledged that he/she signed the same as hlslher voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of 20_
Signature:
Name as commissioned:
Title:
My appointment expires:
LAND SURVEYOR'S CERTIFICATE
—registered as a land surveyor
by the State of Washington, certify that this plat Is based on an actual survey of the land
described herein, conducted by me or under my supervision; that the distances, courses
and angles are shown hereon correctly; and that monuments other than those monuments
approved for setting at a later date, have been set and lot comers staked on the ground
es depicted on the plat.
ORIGINAL LEGAL DESCRIPTION
(PER 71C0R TRUE, STATUTORY WARRANTY DEED NO.20120809001479)
LOT 17, BLOCK 5, HILLM I'S SEATTLE GARDEN TRACTS, ACCORDING TO THE
PUT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, a1 KING COUNTY, WASHINGTON;
IXCEPT THE NORTH 17 FEET THEREOF.
SlIDIECT TO EASEMENTS, c0VEILNIrs, CONDITIONS ANU RESTRICTIONS OF RECORD.
NEW LEGAL DESCRIPTIONS
NEW PARCEL A
LOT 17, BLOCK 5, HILUJAN'S SEATTLE GARDEN TRACTS.
ACCORDING TO THE PUT RECORDED M VOLUME 11 OF PLATS.
PAGE 24, IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 17
FEET THEREOF AND EXCEPT THAT PORTION DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 17; THENCE
NORTH 89'26'10' EAST, ALONG THE SOUTH LINE OF SAID LOT 17,
A DISTANCE OF 75.79 FEET; THENCE NORTH 01133 18' WEST, A
DISTANCE OF 18.86 FEET; THENCE NORTH 0002'09' WEST. A
DISTANCE OF 67.10 FEET TO THE SOUTH UNE OF THE NORTH 17
FEET OF SND LOT 17; THENCE SOUTH 8912521' WEST ALONG
SAID SOUTH UNE A DISTANCE OF 75.87 FEET TO THE WEST UNE
OF SND LOT 17; THENCE SOUTH 00'25'28' EAST ALONG SAID
WEST UNE, A DISTANCE OF 06 FEET MORE OR LESS TO THE
POINT OF BEGINNING.
ALL SITUATED IN THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 23; TOWNSHIP 23 NORTH; RANGE 04 EAST;
W.M., KING COUNTY, WASHINGTON;
TOGETHER WITH AND SUBJECT TO COVENANTS. EASEMENTS AND
RESTRICTIONS OF RECORD, IF ANY.
NFW PARCEL e
BEGINNING AT THE SOUTHWEST CORNER OF LOT 17, BLOCK 5,
HILLMAN'S SEATRE GARDEN TRACTS, ACCORDING TO THE PUT
RECORDED 1N VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY.
WASHINGTON; THENCE (NORTH 89'28'10' EAST. ALONG THE SOUTH UNE
OF SA/0 LOT 17, A DISTANCE OF 75.79 FEET; THENCE
NORTH 01'33'18' WEST. A DISTANCE OF 18.86 FEET; THENCE NORTH
0002'09' WEST, A DISTANCE OF 67.10 FEET TO THE SOUTH UNE OF
THE NORTH 17 FEET OF SAID LOT 17; THENCE SOUTH 89125'21'%7E5T
ALONG SAID SOUTH UNE, A DISTANCE OF 75.87 FEET TO THE WEST
UNE OF SAID LOT 17; THEME SOUTH 0025'28' EAST ALONG SAID WEST
UNE, A DISTANCE OF 88 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
ALL SITUATED IN THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 23; TOWNSHP 23 NORTH; RANGE 04 FAST; W.M.,
KING COUNTY, WASHINGTON;
TOGETHER WITH AND SUBJECT TO COVENANTS. EASEMENTS AND
RESTRICTIONS OF RECORD, IF ANY.
SURVEYOR'S NOTES
1. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY
CONTAIN ALL THE INFORMATION OBTAINED BY THE SURVEYOR IN
HIS FIELD WORK, OFFICE WORK, 0R RESEARCH.
2. BASELINE'S FIELD TRAVERSE PROCEDURES MEET OR EXCEED
ACCURACY STANDARDS AS PER W.A.C. 332-130-090,
PARAGRAPHS 1(a) AND 1(b).
3. AN ON THE GROUND SURVEY WAS PERFORMED ON 12/23/13.
4. ALL MONUMENTS VISITED A5 NOTED.
5. AS NO TITLE REPORT WAS FURNISHED BY THE
CLIENT, THIS SURVEY DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RECORD. IF ANY.
VOLUME PAGE
APPROVALS
KING COUNTY ASSESSOR'S APPROVAL
Examined and approved by the Department of Assessments this
day of 20
King County Assessor
Deputy Assessor
Parcel Number(a)
TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL
Reviewed and approved by the Short Subdivision Committee and hereby certified for filing
this
day of , 20
Chairperson, Short Subdivision Committee
SAPPHIRE SHORT PLAT
CITY" OF'FUKWILA FILE NO.
, 08y ofTukwiti
D.partmartof CommuMty Dave1opment
6300 Sotitheant. Boulevard; Tukwila, WA 98188
Telepaane (206) 4313670 FAX (306) 431-3665
E•maN: tukptan99tukw0a,waus
NEW LEGAL -DESCRIPTIONS
.MP
rYl?r;
THAT...PbRTION:'OF PARCEL 9''OF,.CITY OF TUKWILA LOT UNE ADJUSTMENT L15-0012. RECORDED UNDER KING COUNTY
RECORDING.NUMBER 2d150701966010, RECORDS OF KING•COUNTY, WASHINGTON. BEING A PORTION OF LOT 1, BLOCK 4,
•'`RIVERTON;IACRE TRACTS, ACCORDING TO.THE PLAT'THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100. IN KING COUNTY.
WASHINGTON AND,., PORTION. -OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBEEVAS FOLLOWS;
BEGINNING AT THE SOUTHEAST CORNER OF:•SAID PARCEL8,,BEING ON THE NORTh,•MARGIN OF SOUTIV135TH STREET; THENCE
NORTH' 89'55'03" WEST, ALONG SAID' NORTH MARGIN-'50.00 FEET TO THE TRUE:'POIN7 OF BEQWNSC' THENCE NORTH 00'15'27"
WEST 49.98-FEET; THENCE NORTH' 89'56'06" WEST 148.52 FEET TO THE EAST' MARGIN OF MILITARY ROAD SOUTH; THENCE
SOUTH 0877'00" EAST...ALONG.•.SAID EAST MARGIN, 50.50 4EET TO THE NORTH. MARGIN OF SAIL) SOUTH" 35TH STREET; '•
THENCE SOUTH 8955'03"--EAST, ALONG.SAID NORTH. I.HA8GIN, 141.32'FEET TO'•THE TRUE PORJT OF BEGINNING;
(ALSO BEING KNOWNAS A PORTION OF;PARCEL A, CITY •OF TUK:)VILA SHORT PLAT NU1.i0ER,L1.1035. RECORDE(5_UNDER
RECORDING NUMBER 20120209900004, IN'T1)NG COUNTY, WASSHINGTON);
TOGETHER WITH AND SUBJECT TO A 20 FOOVINGRE.55,_E45ESS AND ItTIUT1E5 EA6EMENT KING;COUNTY RECORg1NG.NU/ABER
20151112001058; AND
TOGETHER WITH AND SUBJECT 5 FOOT UTIUTIES EASEMENT KING COUNTY RECORDING NUMBER 2015111.3601059;;AD
AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEVYER.EASEMENT PER KINO:QOUNTY RE(IURDING.(✓UMBER
5813736.
LOT 2
THAT PORTION OF PARCEL B OF CITY..QF TUKWILA
•
LOT 4
RECORDING NO.
VOL./PAGE
34o//Ba
PORTION OF
SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M.
THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT UNE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY
RECORDING NUMBER 2015070190001u, RECORDS OF KING COUNTY, WASHINGTON. BEING A PORTION OF LOT 1, BLOCK 4,
RIVERTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING
COUNTY. DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET;
THENCE NORTH 0015'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89'56'06" WEST,
ALONG THE NORTH UNE OF SAID PARCEL B, 50.00 FEET; THENCE SOUTH 0015'27' EAST 149.88 FEET. TO THE NORTH
MARGIN OF SAID SOUTH 135TH STREET; THENCE' SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN. 50.00 FEET TO
THE POINT OF BEGINNING;
TOGETHER WITH A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER
20151112001058;
OGETHER WITH A 5 FOOT UTIUTIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059;
(ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER
RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON).
20' INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY
-.RECORDING NUMBER
THAT POR ION OF PARCARB OF EITY OF TUKWILA LOT UNE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY
,RECORDING'••NUMBER 20150761960010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4,
RIVERTON ACRE TRACTS:'A000RDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100, IN KING
COUN,1 1tDESCRI,80.0 AS FOLLOWS:
BEGINNING AT .711E SOUTHEAST CORIER.OF.,SAID PARCEL B. BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET;
ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY'- NORTH B THENCE 9'55'03" WEST.4.00 FEET TO'TNE_TRUE POINT OF BEGINNING; THENCE NORTH 26'45'16" WEST 11.21
RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK •4., 'FEET; THENCE NORTH' 0015'2F;. 4EST 89.93 FEET; THENCE NORTH 89;58'06' W5ST 20.00 FEET; THENCE SOUTH
RIVERTON ACRE TRACTS, ACCORDING TO THE PEAT..THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, ,0015'27.' EAST 89:93 FEET; TH6)C6: SOUTH"26'22'31" WEST 11.15 FEET TO WE. NORTH MARGIN OF SOUTH 135TH
WASHINGTON AND A PORTION.OF VACATED MIUTARY'ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: STREET; THENCE' -SOUTH 89'S5'031•EAST„ALONG SAID NQ12TH MARGIN, 30.Oa. FEET TO THE TRUE POINT OF BEGINNING;
BEGINNING AT THE SOUTHEAST CORNER ,OF SAID PARCEL. B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE
NORTH 89'55'03" WEST, ALONG SAID NORTH'=MARGIN, 50.D0 FEET; THENCE NORTH 0015'27" WEST 49.98 FEET TO THE TRUE
POINT OF BEGINNING; Tf1ENCE CONTINUING NORTH 0015'2J" WEST 49.95 FEET; THENCE NORTH 89'56'06" WEST 155.72 FEET
TO THE EAST MARGI'OF MILITARY.i20AD SOUTH; THENCEISOUTH 0827'00" EAST, ALONG SAID EAST MARGIN, 50.59 FEET;
THENCE SOUTH 89'68'06" EAST.448.52 FEE;'TO THE TRUE POINT OF BEGINNING;
(ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER
RECORDING NUMBER 20120269900004,. pi KING COUNTY, WASHINGYONY;"'-' ...
TOGETHER WITH AND SUB;IECT TO A,.20 FOOT INGRESS,_EGGESS AND UTIUTIES'EASEMENT KING COUNTY RECORDING NUMBER
20151112061058: AND
TOGETHER WTH'AND SUBJECT 5 FOOT UTIUTJES EASEMENT KINC.•000NTY. RECORDING NUMBER 20151112001059; AND
TOGETHER WITH ANb'-S118JECT TO A 3 F007 SANITARY SEWER'EASEMEIFT PER KING COUNTY RECORDING NUMBER 5813736.
•
LOT UNE
LOT 3
THAT PORTION OF PARCEL 8 OF CITY OF TUKWILA LOT 06/E.AQJUSTMENT L15-0012, RECORDED UNDER Risid,'COUNT'
RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING:_•A PORTION OF LOT 1, BLOCK 4.
RIVERTON ACRE TRACTS, ACCORDING TO THE.PLAT THEREOF RECORDED IN VOLUME 11 OP'PLATS,,P,AGE 100, (M'•KING COUNTY,
WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING:'DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NOFFTH.:1.)ARGIN OF SOUTH 136114 STREET?: THENCE
NORTH 8955.03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 0095'27v'VdEST 99.93:FEET TO TIE TRUE .:'
•
POINT OF BEGINNING; THENCE CONTINUING NORTH 0015'27" WEST 49.95 FEET TO THE NORTH UNE OF .SAID PARCELS•,.,..,,:'
THENCE NORTH 89'56'06' WEST, ALONG SAID NORTH UNE, 82.61 6FEET; THENCE SOUTH 00'03'54" WEST:7.20 FEET; THENCE
NORTH 88'42'39' WEST 38.41 FEET; THENCE NORTH Q117'21' WEST 811 FEET; THENCE NORTH 89'58.013'NESf 41.71'F T TO
THE EAST MARGIN OF SAID MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00' EAST, ALONG SAID EAST MARGIN, 50.51..YEET;
THENCE SOUTH 89'56'06" EAST 155.72 FEET TO THE TRUE POINT OF BEGINNING;
(ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035. RECORDED UNDER
RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON);
TOGETHER WITH A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058;
AND
TOGETHER WITH 5 FOOT UTIUTIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059; AND
AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER
5813736.
RECORDER'S CERTIFICATE
Filed for record this day of 20 at M
In book of at page of the request of
to
(AL9b BEING,KNOWN AS A PORTION OF PARCEL A, CITY' OF TU,IfTMLA SHORT PLAT NUMBER L11-035, RECORDED UNDER
RECORDING.NUMBER.2012020R900004:114:KING COUNTY, WASHINGTON).
5' UTILITY EASEMENT -KING COUNTY RECORDING NUMBER
20151112001059
•
THAT PORTION OF PARCEL 8 OF CITY'0R.JUKWILet'LOT UNS''ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY
RECORDING NUMBER 20150701900010, RECORDS OF KING.COUNTY, WASHINGTON. BEING A PORTION OF LOT 1, BLOCK 4.
RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT-111E)2EOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100, IN KING
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 8, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET;
THENCE NORTH 89'55'03" WEST 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0015'27" WEST 99.93
FEET; THENCE SOUTH 89'56'06' EAST 5.00-FEET; THENCE SOUTH 0015'27" EAST 89.93 FEET; THENCE SOUTH 26'22'31"
WEST 11.15 FEET TO THE NORTH UNE OF SAID SOUTH 13511.1 STREET AND THE TRUE POINT OF BEGINNING;
SHORT PLAT NOTES:
i-:•ALL FUTURE er ALL -HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED.
2,ALL WATER METERS AND LINES SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER REQUIREMENTS.
.3. PRIVATE INGRESS. EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT
THIS SHORT PLA-V CONT-NNS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS
1, - 3 AND 4:OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2. 3 AND 4 VATHIN THIS SHORT PLAT INCLUDES AN EQUAL
AND UNDIVIDED RESPONSIBIUTS?•FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR
.AND REPLACEMEN7.,OF IMPROVEMENTS -CONTAINED THEREIN.
-4. PRIVATE UTIUTY[£ASEMENT AND MAINTENANCE AGREEMENT
THIS SNORT PLAT.:LONTAINS,AN,EASEMENT FOR UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1. 2, 3 AND 4 OF THIS
• SHOO' PLAT. 0WIIERSHIP OF SAID;LOTS 1, 2..3 AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED
RESPONSIBIUT7.'•FOR THE -MAINTENANCE OF SAI0 EASSM£NY'AND'-THE CONSTRUCTION, MAINTENANCE. REPAIR AND
REPLACEMENT' OF THE. IMPROVEMENTS CONi'AINEO.1MTHIN,•
-•: 6, - EVERY REASONABLE EFFORT..VALL BE PADS-TQ PRESERVE EXISTINGTREES AND VEGETATION, AND INTEGRATE THEM INTO
THE SUQDMSION'S.DESIGN. (.Tf.1C 17.20.039,-A.2)
6. THE FRONT D(2)RS OF LOT 1 AND:4 ARE REQUIRED TO 'FAGE S 135TH; ST PER TMC 15:50.050. THE SETBACK FOR LOT 1
MAY BE 20 FEE# FROM MILITARY ROAD AND 10 FEET FROM S. 135T1 SF. AI.1. LOTS SHOULp• TAKE•.ACCESS FROM THE PRIVATE
ACCESS ROAD.
7. A FOUNDATION DRAINAGE. DISBURSEMENT DESIGN_ -OR RECOMMENDATIONS' SHALL BE PROVIDED BY THE GEOTECHN)OAL
ENGINEER WITH EACH BUILDING PLAN APPUCATI(4N..`... •-•
Mgr. Supt. of Records
December 20, 2016
16-276 Kevin Li.tir
Pagel
APR 261U111
Community
Development
DRAINAGE TECHNICAL INFORMATION REPORT
Edmund Lu Short Plat
5155 S 160th St
Tukwila, WA 98188
PN: 537920-0232
For
Kevin Li
5140 South 172nd Ln
Tukwila, WA 98188
December 20, 2016
By
Development Engineering, PLLC
P.O. Box 446
Tacoma, WA 98401
Ph: (253) 228-0513
www.de-civil.com
December 20, 2016
16-276 Kevin Li.tir
Paget
TABLE OF CONTENTS
Page
Cover 1
Table of Contents 2
Section 1: Project Overview 3
Section 2: Conditions and Requirements Summary 3
Section 3: Offsite Analysis 4
Section 4: Flow Control and Water Quality 5
Section 5: Conveyance System 6
Section 6: Special Reports and Studies 6
Section 7: Other Permits 6
Section 8: CSWPPP 6
Section 9: Bond Quantities 6
Section 10: Operations and Maintenance 7
Figure 1—TIR Worksheet 7
Figure 2 — Site Vicinity Map 12
Figure 3 — Existing Site Conditions 13
Figure 4 — USDA Soils Map 14
Figure 5 — Basin Study Area 15
Figure 6 — Sensitive Areas Map Wetland/Stream 16
Figure 7 — Sensitive Areas Soils 17
Figure 8 — Drainage Complaints 18
Figure 9 — 100yr 24hr Isopluvial Map 19
Figure 10 — Drainage Basin Map 20
Appendix A Maintenance 21
December 20, 2016
16-276 Kevin Li.tir
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Section 1- PROJECT OVERVIEW
We are pleased to submit this drainage report for the existing project parcel to be subdivided into 3 total
lots. The existing house on 5155 S 160th St will remain as is and two additional houses will be built on the
newly formed Tots, see attached "Site Vicinity Map", Figure 1 for the project area. The tax parcel currently
is rectangular in shape, measuring approximately 200ft in length (north to south) and 150ft in width (east
to west). We are proposing basic dispersion for both of the new houses, each with a trench measuring
30ft with 25ft flow paths which will collect the runoff from the roof area. Storm runoff from the roof area
will be collected by a 6in perimeter PVC pipe, which will tightline the water to the dispersion trench at a
slope no Tess than .02ft/ft. Driveway sheet flow will be dispersed along a 10ft vegetated flow area.
Pre -Developed Site Conditions
The project parcel has had a single-family residence residing on it well before the year 2001. This
residence measures 1,160sqft on a parcel 0.57acres. This parcel has some steep sloping areas, especially
along the west side of the driveway, the westerly property side of the parcel (north to south). The
elevation changes approximately 37ft along this area with an approximate grade of60 percent; the total
elevation change along the property is (sloping downward, west to east) 52ft. The property is
surrounded be similarly zoned properties with developed single family properties along the westerly
property edge and an undeveloped property along the east and south property edge with South 160'
Street running from west to east along the northerly property line.
Post -Developed Conditions
Based on our conversations with the owner and our review of the provided site plan, it is our
understanding that the proposed development will include the construction of two single family
residences on the two newly created lots; access to the residences will be through the use of the existing
private drive into the existing residence, 5155 South 160th St. Both new residences will have an impervious
area of 2,000sqft with an added driveway impervious area of 400sqft. The total added new impervious
area will be 4,800sqft. We are proposing to install two separate 30ft dispersion trenches with 25ft
vegetated flow paths, one for each subdivided lot as already mentioned above. The existing and added
impervious pollution generating surface will be dispersed along a vegetated flow area offset 10ft from the
driveway edge.
Site Soils
The site soils are classified as "Arents, Alderwood"(AmC) by the USDA NRCS website. These soils are
derived from glacial till and typically have very limited infiltration capabilities. From the Infrastructure
Design and Construction Standards Manual, infiltration is not allowable in these areas, a soil that
exhibits characteristics of "Arents, Alderwood". Our site visit on December 20th and observing the
existing soil conditions, reinforces the fact that the soils present are not able to infiltrate.
Site Geology
The USGS Scientific Investigations Map 2855, by Booth, Dereck B. and Waldron, Howard H, indicates that
the property is underlain by Recessional Lacustrine deposits (Qvrl), which is a very fine-grained sand, silt
and clay deposited in small lakes during ice recession. Recessional Lacustrine deposits are a younger
glacial deposit from the Vashon Stade of Fraser glaciation of Armstrong and others (1965).
Section 2 - Conditions and Requirements Summary
(Per the FEMA Flood Map, no portion of this site is located within the 100yr flood plain nor any floodway
related to the Gilliam Creek Basin.) According to the SWMM the site should be subject to "Simplified
Drainage Review". The site will disturb more than 7,000sqft of area, will add less than 5,000sqft of new
impervious area since 2001. It is assumed that basic dispersion will be necessary in order to comply with
City of Tukwila requirements.
December 20, 2016
16-276 Kevin Li.tir
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King County Surface Water Design Manual Minimum Core Requirements:
Core Requirement 1. Discharge at the natural location:
This site contours are such that sheet flow, flows from west to east. Proposed drainage follows existing
drainage patterns by using sheet flow dispersion methods to re -introduce stormwater runoff to its natural
runoff pattern through full dispersion.
Core Requirement 2. Off -Site Analysis:
An Off -Site Analysis is included in Section 3 of this report. The analysis includes site inspection and
research as required to meet the requirements of a "Level —1" off -site analysis.
Core Requirement 3. Flow Control:
Flow Control is provided through the use of full dispersion and partial dispersion techniques. The site is
required to meet "conservation" flow control standards. Section 4 of this report details our analysis of
how this requirement is being met.
Core Requirement4. Conveyance System:
A detailed conveyance analysis is included in Section 4 of this report.
Core Requirement5. Temporary Erosion & Sediment Control:
Basic erosion control measures have been shown on the attached plans with a more detailed explanation
given in Section 8 of this report.
Core Requirement 6. Maintenance & Operation:
An "O&M" Manual has been included as part of this report.
Core Requirement 7. Financial Guarantees & Liability:
Some bonding may be required.
Core Requirement 8. Water Quality:
The project would be required to meet the "Basic" water quality menu. However, the total amount of
impervious area is less than 5,000sqft of pollution generating impervious surface. Therefore, this
requirement is not applicable.
King County Surface Water Design Manual Special Requirements:
Per the King County Imap, the project parcel is not located in a FEMA floodway, nor is it affected by any
100 year floodplain, in particular to the close proximity to the Gilliam Creek Basin. There appear to also
be no wetlands in relation to the project parcel.
Section 3 — Level "1" Offsite Analysis
Task 1. Study Area Definition and Maps
This site is not located within any natural drainage basin. Site topography is such that the parcel itself
diverts sheet flow from west to east through a total elevation change of 52ft. Natural drainage patterns
convey water as sheet flow and is naturally dispersed into the neighboring undeveloped property to the
east. There are no defined drainage channels entering the property.
December 20, 2016
16-276 Kevin Li.tir
Page5
Task 2. Resource Review
The following is a summary of the resources reviewed to identify any potential sensitive areas within,
'adjacent to and downstream of the proposed site.
• Wetlands: iMap does not show any wetland in close proximity to the project parcel.
• Streams and 100-year Floodplains: This project is not within any 100-year flood plain nor is it near
a FEMA floodway.
• Erosion Hazard Areas: iMap mapping shows that no erosion hazard areas exist on or near the
property.
• Landslide Hazard Areas: iMap shows an existing landslide hazard on the proposed property.
Construction as well as the future residence will be located more than 65 feet from'the toe of the
steep slope therefore no further requirements are required.
• Seismic Hazard Areas: iMap mapping shows that no seismic hazard exists on or near the property.
• Drainage Complaints: iMap shows there are no existing drainage complaints on the existing
property or neighboring parcels.
See Figures for maps.
Task 3. Field Inspection
Level 1 Inspection:
1. Investigate any problems reported or observed during the resource review.
No problems were identified within the resource review.
2. Locate all existing/potential constrictions or lack of capacity in the existing drainage system.
There appears that all properties maintain their stormwater on site. The road system is gently
sloped and there was no evidence of overtopping or other capacity issues.
3. Identify all existing/potential downstream drainage problems as defined in Section 1.2.2.1.
No significant drainage problems were noted on and around the site.
4. Identify existing/potential overtopping, scouring, bank sloughing, or sedimentation.
No evidence was observed of these issues.
5. Identify significant destruction of aquatic habitat or organisms.
None noted.
6. Collect qualitative data on features such as land use, impervious surfaces, topography, and soil
types.
The site and surrounding areas generally consists of residential acreage. Soil type shows Arents,
Alderwood type structure consisting largely of gravel and sand, not well drained with infiltration
infeasible.
7. Collect information on pipe sizes, channel characteristics, drainage structures, and relevant
critical areas (e.g., wetlands, streams, steep slopes).
No pipes or culverts noted on site.
8. Verify tributary basins delineated in Task 1.
The property has no sensitive area in close proximity.
9. Contact neighboring property owners or residents in the area about past or existing drainage
problems, and describe these in the report (optional).
No drainage complaints in close proximately.
10. Note the date and weather conditions at the time of the inspection.
The inspection was performed in the afternoon of December 20, 2016 Weather consisted of
overly cloudy with a chance for precipitation, 42 degrees F.
December 20, 2016
16-276 Kevin Li.tir
Page6
Section 4 - Flow Control and Water Quality Analysis and Design
The proposed drainage for the project parcel will be maintained on site using full dispersion
techniques per the 2016 King County Stormwater Management Manual (SWMM). We are
proposing to apply full dispersion to the impervious roof area and driveway.
The roof drainage will be collected by a single 6in perimeter PVC pipe, which will tightline the
storm runoff to a full dispersion trench measuring 25feet in length with a 100foot vegetative flow
path. Driveway sheet flow will be collected and tightlined to the same dispersion trench due to
sheet flow physical restrictions.
Section 5 - Conveyance System Analysis and Design
As previously mentioned, the driveway drainage will be sheet flowed through the site to the same
trench as the roof storm runoff. Roof drainage will be conveyed through the use of typical gutters ,
and downspouts which will be collected by a perimeter pipe consisting of either a 4-inch PVC pipe
at a minimum slope of 0.02ft/ft or a 6-inch PVC pipe at a minimum slope of 0.01 ft/ft. A 4-inch
PVC pipe at a slope of 0.02 ft/ft has a capacity of 0.32cfs while the 6 inch line has a capacity of
0.66cfs. The total amount of impervious area draining to a single line is 2,400sqft from the roof
area, or 0.055 acres. Using the rational method as found in the KCSWDM the 100 year peak flow
is 0.9x0.055x3.9x0.95=0.18cfs (C, A, Pr, and Ir respectively) therefore a minimum 4-inch pipe is
required to adequately meet or exceed the expected peak flows from the proposed impervious
area for the final connection of the roof drains to the dispersion trench.
Section 6 — Special Reports and Studies .
No special reports or studies are required for this project.
Section '7 — Other Permits
• A Building Permit will be required.
Section 8 — CSWPPP Analysis and Design
Typical erosion control measures have been shown on the provided plans. Given the limited
amount of area to be worked at any given time and the near surface soils, the chance of erosion
from leaving the site is minimal. While we have shown a silt fence along the down slope portions
of the clearing limits, it is our opinion that little surface runoff will leave the site uncontrolled and
that this will be adequate erosion protection for the site. Surface areas that are cleared are expected
to be seeded or landscaped shortly after they have been cleared further minimizing the chance for
erosion. In our opinion the plans as prepared are adequate for a project of this nature.
Section 9 — Bond Quantities, Facility Summaries, and Declaration of Covenant
This section is not applicable.
Section 10 - Operations and Maintenance Manual
An operation and maintenance manual is included with this report.
December 20, 2016
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Page7
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Part 1 PROJECT OWNER AND
PROJECT ENGINEER
Part 2 PROJECT LOCATION AND
DESCRIPTION
Project Owner: Kevin Li
Project Name: Edmund Lu Short Plat
Phone: 206.335.3685
Address:
5140 South 172nd LN
Tukwila, Wa 98188
DDES Permit #
Location Township 23
Range 4
Project Engineer Glen Coad, PE
Section 26
Company Development Engineering, PLLC
Site Address: 5140 South 172nd Ln Tukwila, WA 98188
Phone (253) 228-0513
Part 3 TYPE OF PERMIT APPLICATION
Part 4 OTHER REVIEWS AND PERMITS
Q anduse Services
hort Subd. / UPD
1 DFW HPA
■ Shoreline
COE 404
C DOE Dam Safety
— FEMA Floodplain
E COE Wetlands
Management
E Structural
RockeryNault/
ubdivison
Buil'ding Service
M/F / Commerical SFR
Clearing and Grading
Right -of -Way Use
Other
_ ESA Section 7
■ Other
Pars 5 PLAN AND, REPORT) NFORN AT1ON
' a..`y",^"" f r ^" . . l •; .. ?
" '. . $'w' :-:ri.5' + n, s .f'''t:., h`,a=a.,`Mp s'' aa
§,. a:, ,.i as..<'"
.-.d ....
s, `i' ,
Technical Informatio - - •
Type of Drainage Full argeted
Review Large i -
(circle):
Date (include revision 12/20/16
dates):
Date of Final:
Site Improvement
Type (circle one):
Date (include revision
dates):
Date of Final:
Plan (Engr. Plans)
F ified /
Small Site
12/20/16
Part 6 ADJUSTMENT APPROVALS
x q
+
Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket
Description: (include conditions in TIR Section 2)
NONE
Date of Approval:
X
December 20, 2016
16-276 Kevin Li.tir
Page8
Part 7 MONITORING REQUIREMENTS
Monitoring Required: Yes
Start Date:
Completion Date:
Describe:
Part 8 SITE COMMUNITY AND DRAINAGE BASIN
Community Plan : Carnation
Special District Overlays: None
Drainage Basin: Gilliam Creek Basin
Stormwater Requirements: Conservation Flow Control & Basic Water Quality
Part 9 ONSITE AND,.ADJACENTsSENSITIVE,AREAS
❑ River/Stream
Lake
❑
Wetlands
Closed Depression
Floodplain
Other
❑ Steep Slope
❑ Erosion Hazard
Landslide Hazard
❑ Coal Mine Hazard
❑ Seismic Hazard
Habitat Protection
Soil Type
Kitsap Silt Loam
Slopes
15-30%
Erosion Potential
None
❑ High Groundwater Table (within 5 feet) _ Sole Source Aquifer
❑ Other
Seeps/Springs
❑. Additional Sheets Attached
December 20, 2016
16-276 Kevin Li.tir
Page9
Part 11 DRAINAGE DESIGN LIMITATIONS
REFERENCE
Core 2 — Offsite Analysis
Sensitive/Critical Areas
SEPA
❑ Other
LIMITATION / SITE CONSTRAINT
None
❑ Additional Sheets Attached
dart 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet perThieshold Discharge Area
Threshold Discharge Area: Site
(name or description)
.
Core Requirements (all 8 apply)
Discharge at Natural Location
Numb of Natural Discharge Locations: 1
Flow Control
(incl. facility summary sheet)
Level: 1 2 3 or Exemption Number
Small Site BMPs Dis•ersion
Conveyance System
Spill containment located at:
Erosion and Sediment Control
ESC Site Supervisor:
Contact Phone:
After Hours Pho -.
Maintenance and Operation
Responsibility Public
If Private, Mainte .nce Log Required: Yes CO
Financial Guarantees and
Liability
Provided: Yes No
Water Quality
(include facility summary sheet)
Type Basic Sens. Lake / Enhanced Basic / Bog
or Exemp ion No.
Landscape Management Plan: Yes
Special Requirements (as applicable)
Area Specific Drainage
Requirements
Type: CDA / SDO / MDP / BP / LMP / Shared Fac.
Name:
None
Floodplain/Floodway Delineation
Type: Major / Minor / Exemption None
100-year Base Flood Elevation (or . ge):
Datum:
Flood Protection Facilities
Describe:
Source Control
(comm./industrial landuse)
Describe landuse:
Describe any structural controls:
Oil Control
High -use Site: Ye / No
Treatment BMP:
Maintenance Agreement: Yes / No
with whom?
December 20, 2016
16-276 Kevin Li.tir
Page10
Other Drainage Structures
Describe:
Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS
MINIMUM ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
AFTER CONSTRUCTION
QClearing Limits
QStabilize Exposed Surfaces
Cover Measures
Remove and Restore Temporary ESC Facilities
Perimeter Protection
QClean and Remove All Silt and Debris, Ensure
ErTraffic Area Stabilization
Operation of Permanent Facilities
_ Sediment Retention
— Flag Limits of SAO and open space
_
preservation areas
— Surface Water Collection
_ Other
— Dewatering Control
Dust Control
_ Flow Control
Part 14 STORMWATER FACILITYDESCRIfPTIONS (Note ricIude FacilitySu mar
and Skex c
Type/Description
Flow Control
Type/Description
Water Quality
■ Detention
■ Biofiltration
— Infiltration
— Regional Facility
Shared Facility
1 Flow Control
BMPs
0 Other
■ Wetpool
.i Media Filtration
■ Oil Control
C Spill Control
Full Dispersion
■ Flow Control BMPs
C Other
December 20, 2016
16-276 Kevin Li.tir
Page11
Part 15 EASEMENTS/TRACTS
Part 16 STRUCTURAL ANALYSIS
❑ Drainage Easement
❑ Covenant
❑ Native Growth Protection Covenant
❑ Tract
❑ Other
❑ Cast in Place Vault
❑ Retaining Wall
❑ Rockery > 4' High
❑ Structural on Steep Slope
C. Other
Part 17 SIGNATURE OF PROFESSIONAL ENGINEER
I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were
incorporated into this worksheet and the attached Technical Information Report. To the best of my
knowledge the information provided here is accurate.
December 20, 2016
December 20, 2016
16-276 Kevin Li.tir
Page12
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Site Vicinity Map
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 2
December 20, 2016
16-276 Kevin Li.tir
Page13
Approximate LocationC)
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DEVELOPMENT
ENC( INEERINC1,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Existing Site Conditions
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 3
December 20, 2016
16-276 Kevin Li.tir
Page14
Approximate Location
Not to Scale
DEVELOPMENT
EN�INEERIN4%
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
USDA Soils Map
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 4
December 20, 2016
16-276 Kevin Li.tir
Page15
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P.U. Box 446
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Ph (253) 228-0513
www.de-civil.com
Basin Study Area
Edmund Lu Short Plat
5155 S 160th Sit
Tukwila, Washington
Job No: 16-276
December 2C16
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December 20, 2016
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AEVELOPMENT
ENgNEERIN,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Sensitive Areas - Wetlands & Stream
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2616
Figure 6
December 20, 2016
16-276 Kevin Li.tir
Page17
SENSITIVE AREAS: SOIL
Highlighted Feature
county Boundary
Mountain Peaks
Highways
Incorporated Area
Streets
Highway
Medals
Local
}_ J
Legend
Parcels
Lakes and Large Rivers
Streams
SAO Landslide
SAO Seismic
SAO Erosion
SWDM Landslide Hazards
Landslide Hazard
Landslide Hazard Malawi
The Inytt. malbn kldudad an dui mop has been compiled by King County suet from a va ry of agaaes and • wbj=G to oharga wittqul rgtke. Klnp
Thbmty o to not intended' :glow**,s , erpross of Imgliod, os b acwlary, oone foinaaa, genera
Ci a tipllu to tM uss of suds intomn0Hon.
dame duo 9 at lost, K Covntyry shall not ee Sable misuse
any of the in aces dal, indh ta, a ddang4 o consequential
pro including. but taf limited 10, pro revenues at lost to permission
front the use of mIaUM of the Mlormation contained an this map. My axle of
Mk map o Information on Ms map Is prohibited except by written pannlamflwt of King County.
Delo 12/222014 Source: KImp.GOuny IMAP • Sensitive Ames (hatp:1* ..mahok0.pov/GIS4MAP)
King County
DEVELOPMENT
eNCtI N>✓>✓RI NCr,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Sensitive Areas - Soils
Edmund Lu Short Plat
5155 S 160t" St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 7
December 20, 2016
16-276 Kevin Li.tir
Page18
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AEVELOPMENT
ENCi(NEER.IN�,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Drainage Complaints
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 8
December 20, 2016
16-276 Kevin Li.tir
Page19
FIGtlRE 3.2.I.D 1011-YEAR 24-11011R ISOPLUVIALS
WESTERN
KING COUNTY
100-Year 24-Hour
Precipitation
In Inches
Not to Scale
Approximate LocationCD
DEVELOPMENT
ENC NEERINCt,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
100 YR 24-HOUR ISOPLUVIAL
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 9
December 20, 2016
16-276 Kevin Li.tir
Page20
d.w1.0.00.s.raw4isa r+sw
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to Existing
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to Forested.
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flow Caiaal Standards
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Approximate LocationCD
D&VELOPMENT
ENqNEERINC�,
PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Drainage Basin Map
Edmund Lu Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 10
December 20, 2016
16-276 Kevin Li.tir
Page21
Appendix A
MAINTENANCE
NO. 27 - GRAVEL FILLED DISPERSION TRENCH BMP
Maintenance
Component
Defector Problem
Conditions When Maintenance is Needed
Results Expected When
Maintenance is Performed
Preventative
Blocking. obstructions
Dispersion trench able to receive full
flow prior to and during wet season.
Debris or bash limiting flow to dispersion trench
or pretnenting spreader function.
Site
Trash and debris
Trash or debris that could end up in the
aspersion trench is evident.
No trash or debris that could get into
the dispersion itench can be found.
Pipes
Inlet is plugged
The entrance to the pipe is restricted due to
sedment trash. or debris.
The entrance to the pipe is not
restricted.
Vegetation4rocts
Vegetation/roots that reduce free movement of
water through pipes.
Wafer flows freely through p ues.
Plugged
Sediment or other material prevents free lbw d
water through the pipe.
Water flows freely through pipes.
Broken joint or joint
leaks.
Damage to the pipe or pipe joints allowing water
to seep out
Pipe does not allow water to eel
other than at the outlet to the trench.
aeanout caps
Cieanout caps arelbroken. missing. or buried.
Cleanout caps are accessible and
intact.
Structure
flow not reaching
trench
Flows are not getting into the trench as designed.
Water enters and mats trench as
designed.
Flow not able to enter or properly exit from
perforated pipe.
Water freely enters and writs
perkxated pipe.
Pia hnabr:d pipe
Plugged
Flow not spreading
evenly at outlet of
trench
Outlet flows channelizing or not spreading evenly
from trench.
Sheet low oocws at the outlet of the
trench.
Clea outfnspecfion
access does not allow
gleaning or inspection
of perforated pipe
The deanoutlinspedion access is not available.
aeanoutfinspection access is
evadable.
Fifer Media
Fitter media plugged
Filter media plugged.
Row through i ter media is normal.
Inspection
Frequency
Annually and prior to and following significant
storms.
Inspect dspersinrn trench system fir
any defects of deficiencies.
NO. 34 — SHEET FLOW BMP
Maintenance
Component
Defect or Problem
Conditions When Maintenance is Needed
Results Expected When
Maintenance is Performed
Site
Trash and debris
Trash and debris accumulated on the sheet flew
site.
Sheet flow site free of any trash or
debris.
Sheet flow area
Erosion
Soil erosion occurring in sheet Sow zone.
Sod erosion is not oocuning and
Ms and Manruds have been
Wired-.
Concentrated flow
Sheet flaw is not ocarring in the sheet flow zone.
Sheet flow area is regraded to
provide sheet Hoer.
Inspection
Freq}rency
Annually and after large stones
Rain harvesting equipment is
functioning normally.
December 21, 2016
Kevin Li
5140 South 172"d Ln
Tukwila, WA 98188
E EVELOPMENT &NCII NEERI N% PLLC
RECEIVED
APR 26 2011
Community
Development
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
RECEIVED
MAY 0 2 2017
Geologic Assessment Re o TUKWILA
Proposed Short Plat p rtPUBLIC WORKS
5155 South 160th St
Tukwila, Washington
PN: 537920-0232
Job: 16-276 Kevin Li.LHGL
INTRODUCTION
This report presents the results of our landslide hazard assessment for the proposed subdivision to be
located at 5155 South 160th Street in Tukwila, Washington. The general location of the site is shown on
the attached Site Vicinity Map, Figure 1.
Our understanding of the project is based on our discussions with you, and our December 19, 2016 site
visit. We understand that you are in the process of subdividing the existing parcel, 537920-0232 into 3
total lots. We understand that the proposed residences on the subdivided Tots will be constructed
utilizing conventional wood framing and spread concrete footings. Additional site amenities already
include the ability to connect to public water and septic/sewer. Clearing and grading is expected to be
limited to that only required to construct the required foundation elements.
SCOPE
We understand that City of Tukwila is requesting a geologic assessment to address geologic hazards at
the site. The purpose of our services was to evaluate the surface and subsurface conditions at the site as
a basis for assessing potential adverse impacts to and from the slopes located within the site area.
Specifically, our scope of services for the project included the following:
1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater
and slope conditions.
2. Assessing the landslide, erosion, and seismic hazards in accordance with the current City of
Tukwila Landslide Ordnance Requirements.
No subsurface exploration or laboratory testing were completed as part of the scope for this
assessment.
SITE CONDITIONS
Surface Conditions
The subject parcel is located on the south side of S 160Th St, west of Slade Way within the Tukwila
jurisdiction of Washington. The parcel is rectangular in shape, measuring approximately 200ft in length
(north to south) and 150ft in width (east to west), and encompasses an area of 0.57 acres. The site
currently has an existing single-family residence, built prior the year 2001. Access to the project parcel
is from South 160th Street.
16-276 Kevin Li.LHGL
December 21, 2016
Page 2
This parcel has some steep sloping areas, especially along the west side of the driveway, the westerly
property side of the parcel (north to south). The elevation changes approximately 37ft along this area
with an approximate grade of 60 percent; the total elevation change along the property is (sloping
downward, west to east) 52ft.
Vegetation on the site consists of cedar and fir trees. No surface water or seepage was observed on the
site at the time of our site visit. No evidence of erosion, soil movement, landslide activity or deep-
seated slope instability was observed at the site or within 300 feet of the site at the time of our site
visit.
Site Soils
The site soils are classified as "Arents, Alderwood" (AmC) by the USDA NRCS website. These soils are
derived from glacial till and typically have very limited infiltration capabilities. From the Infrastructure
Design and Construction Standards Manual, infiltration is not allowable in these areas from a soil that
exhibits characteristics of "Arents, Alderwood". Our site visit on December 20, 2016 and observing the
existing soil conditions, reinforces the fact that the soils present are not able to infiltrate.
Site Geology
The USGS Scientific Investigations Map 2855, by Booth, Dereck B. and Waldron, Howard H, indicates
that the property is underlain by Recessional Lacustrine Deposits and Recessional Outwash Deposits
(Qvrl and Qvr). Recessional Outwash Deposits (Qvr) is stratified sand and gravel that is "moderately
well" sorted to "well" sorted with less common silty sand and silt. It is deposited in broad
anastomosing outwash channels that carried south -draining glacial meltwater away from ice margin
during ice retreat. These deposits are less than 1 meter thick and are slightly oxidized. Recessional
Outwash Deposits (Qvrl) are very fine-grained sand, silt and clay deposited in small lakes during ice
recession.
Recessional Lacustrine are younger glacial deposits from the Vashon Stade of Fraser glaciation of
Armstrong 12,000 to 15,000 years ago. This unit is described as a generally dense mixture of sand and
gravel that has been deposited and subsequently overridden by glacial ice. As such the advanced
outwash is considered over consolidated.
Subsurface Explorations
On December 19, 2016, a Development Engineering, PLLC staff engineer was on site and observed the
existing soil conditions. Our engineer noted the subsurface conditions encountered.
Because the soils encountered were consistent between the test sites and other exposed site soils, the
geologic maps, it is our opinion that no additional soils tests required to evaluate the subsurface
conditions at the site.
The explorations performed as part of this evaluation indicate conditions only at the specific locations
and that the actual condition in other locations could vary. Furthermore, the nature and extent of any
such variations would not become evident until additional explorations are performed or until
construction activities have begun.
Subsurface Conditions
The observed test pits encountered subsurface conditions that generally confirmed the mapped
stratigraphy shown on the geological mapping for the property. In general, the stratigraphy as observed
on the sites encountered 0 to 0.25 feet of topsoil mantling coarse sand and gravel with silt to the full
depth explored. Generally, we interpret the near surface soils to be consistent with glacial deposits.
16-276 Kevin Li.LHGL
December 21, 2016
Page 3
Areas of Potential Geologic Instability.
1. Classification. Areas of potential geologic instability are classified as follows:
a. Class 1 area, where landslide potential is low, and which slope is less than 15%;
b. Class 2 areas, where landslide potential is moderate, which slope is between 15%
and 40%, and which are underlain by relatively permeable soils;
c. Class 3 areas, where landslide potential is high, which include areas sloping between
15% and 40%, and which are underlain by relatively impermeable soils or by bedrock,
and which also include all areas sloping more steeply than 40%;
d. Class 4 areas, where landslide potential is very high, which include sloping areas
with mappable zones of groundwater seepage, and which also include existing
mappable landslide deposits regardless of slope.
4. Buffers for Areas of Potential Geologic Instability.
a. Buffers are intended to:
(1) Minimize long-term impacts of development on properties containing sensitive
areas;
(2) Protect sensitive areas from adverse impacts during development;
(3) Prevent loading of potentially unstable slope formations;
(4) Protect slope stability;
(5) Provide erosion control and attenuation of precipitation, surface water and storm
water runoff;
(6) Reduce loss of or damage to property;
and
(7) Prevent the need for future shoreline armoring.
CONCLUSIONS
Based on our site evaluation and observations, it is our opinion that the proposed development is
categorized within a Class 3 Potential Geologic Instability zone due to the 2 main factors. The soil
according to the City of Tukwila and our own site observations, indicates the soil to be relatively
impermeable, along with slopes that clearly exceed 40% in the field.
Even though the site is within an area that is classified as a Class 3 potential for instability, we believe
that the construction of the future residences will not be located within a landslide, seismic or erosion
hazard area.
Landslide Hazard Classification
According to the City of Tukwilla Ordinance criteria, portions of the slopes near the site are classified as
a Landslide hazard area because of their inclination and overall height. Based on our observations of
the site and review of published information, we offer the following comments.
No evidence of past or ongoing earth movement, debris slides, earthflows, slumps or rockfalls were
observed on or near the site. No slopes with areas containing soft or potentially liquefiable soils were
observed within the vicinity of the site. No evidence of seepage or significant erosion was observed at
the site at the time of our site visit. Some slopes steeper than 40 percent were observed on the site
but no intersecting contacts of seepage areas were observed in the site vicinity. No planes of weakness
or rockfall hazards were observed at the site.
16-276 Kevin Li.LHGL
December 21, 2016
Page 4
No other landslide hazard criteria were observed at the site or the immediate adjacent areas. We do
not anticipate any development on slopes greater than 15 percent.
Although, the site meets the technical definition of a landslide hazard area by having slopes steeper
than 40 percent with more than 10 feet of relief, the site itself does not exhibit any other evidence of
landslide hazard indicators. The site and surrounding areas are located in areas of established
residential development and were observed to be in a stable condition at the time of our site visit. In
our opinion, the site does not constitute an active landslide hazard area.
We do not recommend any clearing, grading or concentrating runoff on any slopes that are greater
than 30 percent.
Recommended Setback
The City of Tukwila building department may require a building setback in accordance with IBC
standard requirements. The IBC requires a building setback from slopes that are greater than 30
percent unless evaluated and reduced, and/or a structural setback is provided, by a licensed
geotechnical engineer. The setback distance is calculated based on the vertical height of the slope.
The typical IBC setback from the top of the slope equals one third the height of the slope while a
setback from the toe of the slope equals one half the height of the slope.
Based on our site observations, in accordance with IBC guidelines, it appears that the prescriptive
setback requirements can be met without further geotechnical input.
Seismic Hazard Areas per City of Tukwila Municipal Code, Title 18 - Zoning
Although the site has soils mapped as having slopes greater than 15 percent and areas designated a
potential landslide hazard areas based on greater than 40 percent slopes on 1:he site, no other seismic
hazard area indicators are located on the site. In our opinion the site is not located within a seismic
hazard area.
The site soils are classified as "Arents, Alderwood"(AmC) by the USDA NRCS website. These soils are
derived from glacial till and typically have very limited infiltration capabilities. These soils are found on
slopes with 6 to 15 percent grades and are listed as having a "slight" potential for erosion hazard
respectively.
These soils are not specifically listed as being an erosion hazard. In our opinion the site is not located
within an erosion hazard area. The area of proposed development is located on the flatter portion of
the site.
Erosion Control
Weathering, erosion and the resulting surficial sloughing and shallow land sliding are natural processes
that affect steep slope areas. As noted, no evidence of surficial raveling or sloughing was observed at
the site. To manage and reduce the potential for these natural processes, we recommend the
following:
• No drainage of concentrated surface water or significant sheet flow onto or near the steep slope
area.
• No additional fill should be placed within the setback area.
• Grading should be limited to providing surface grades that promote surface flows away from the
top of slope to an appropriate discharge location.
16-276 Kevin Li.LHGL
December 21, 2016
Page 5
Erosion protection measures will need to be in place prior to starting grading activity on the site.
Erosion hazards can be mitigated by applying Best management Practices (BMP's) outlined in the
Washington State Department of Ecology's (DOE) Stormwater Management Manual for Western
Washington.
Site Drainage
All ground surfaces and pavements should be carefully graded to ensure positive drainage away from the
residence and any associated structures. Because of the location of the residence, the site drainage
patterns and the existing soil conditions, it appears feasible to tightline roof stormwater runoff from the
new impervious surface to a basic dispersion system which will return the surface water to its natural
drainage pattern.
To manage and reduce the potential for the erosion processes, we recommend that no drainage of
concentrated surface water or significant sheet flow be directed onto or near the steep slope area along
the western portion of the property.
Additional Explorations
Based on our site observations during our recent site visit and a review of published geotechnical
literature, it is our opinion that no slope stability model or additional subsurface explorations are
necessary. According to the City of Tukwila Municipal Code, this geologic assessment meets the
requirements of a landslide hazard geologic assessment.
Site Preparation
Areas to be graded should be cleared of deleterious matter including any existing structures,
foundations, abandoned utility lines, debris and vegetation. The portions of the site still covered with
vegetation should be stripped of any forest duff and organic -laden soils. These materials can be
stockpiled and later used for erosion control. Material that cannot be utilized on site should be
removed from the site.
Where placement of fill material is required, the stripped/exposed subgrade areas should be
compacted to a firm and unyielding surface prior to placement of any fill. Excavations for debris
removal should be backfilled with structural fill and compacted to the densities described in the
"Structural Fill" section of this report.
We recommend that a member of our staff evaluate the exposed subgrade conditions after removal of
vegetation and topsoil stripping is completed and prior to placement of structural fill. The exposed
subgrade soil should be proof -rolled with heavy rubber -tired equipment during dry weather or probed
with a 1/2-inch-diameter steel rod during wet weather conditions.
Any soft, loose or otherwise unsuitable areas delineated during proof -rolling or probing should be
recompacted, if practical, or over -excavated and replaced with structural fill, based on the
recommendations of our site representative. The areas of old fill material should be evaluated during
grading operations to determine if they need mitigation; recompaction or removal.
Structural Fill
All material placed as fill associated with mass grading, as utility trench backfill, under building areas,
or under roadways should be placed as structural fill. The structural fill should be placed in horizontal
lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill should be
16-276 Kevin Li.LHGL
December 21, 2016
Page 6
compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with
ASTM D-1557).
The appropriate lift thickness will depend on the fill characteristics and compaction equipment used.
We recommend that the appropriate lift thickness be evaluated by our field representative during
construction. We recommend that our representative be present during sitegrading activities to
observe the work and perform field density tests.
The suitability of material for use as structural fill will depend on the gradation and moisture content of
the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes
increasingly sensitive to small changes in moisture content and adequate compaction becomes more
difficult to achieve. During wet weather, we recommend use of well -graded sand and gravel with less
than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch
sieve, such as Gravel Backfill for Walls (9-03.12(2)). If prolonged dry weather prevails during the
earthwork and foundation installation phase of construction, higher fines content (up to 10 to
12 percent) will be acceptable.
Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater
than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for
proper compaction.
Fill placed on slopes that are steeper than 5H:1V should be placed as structural fill and "keyed" into the
undisturbed native soils by cutting a series of horizontal benches. The benches should be 1%2 times the
width of equipment used for grading and a maximum of 3 feet in height. Subsurface drainage may be
required in seepage areas. Surface drainage should be directed away from all slope crests. All slopes
should be seeded as soon as practical to facilitate the development of a protective vegetative cover or
otherwise protected.
Suitability of On -Site Materials as Fill
During dry weather construction, any non -organic on -site soil may be considered for use as structural
fill; provided it meets the criteria described above in the structural fill section and can be compacted as
recommended. If the soil material is over -optimum in moisture content when excavated, it will be
necessary to aerate or dry the soil prior to placement as structural fill. We generally did not observe
the site soils to be excessively moist at the time of our subsurface exploration program.
The areas of native sand and gravel outwash material are comparable to "pit run" and may be used for
use as structural fill. We recommend that completed graded -areas be restricted from traffic or
protected prior to wet weather conditions. The graded areas may be protected by paving, placing
asphalt -treated base, a layer of free -draining material such as pit run sand and gravel or clean crushed
rock material containing less than 5 percent fines, or some combination of the above.
Temporary Excavations
All job site safety issues and precautions are the responsibility of the contractor providing
services/work. The following cut/fill slope guidelines are provided for planning purposes only.
Temporary cut slopes will likely be necessary during grading operations or utility installation.
All excavations at the site associated with confined spaces, such as utility trenches and retaining walls,
must be completed in accordance with local, state, or federal requirements. Based on current
Washington Industrial Safety and Health Act (WISHA, WAC 296-155-66401) regulations, the shallow
16-276 Kevin Li.LHGL
December 21, 2016
Page 7
upper soils on the site would be classified as Type C soils, where as the deeper, granular, dense soils
would be classified as Type B soils.
According to WISHA, for temporary excavations of less than 20 feet in depth,the side slopes in Type B
soils should be laid back at a slope inclination of 1H:1V (Horizontal: Vertical) and Type C soils should be
laid back at a slope inclination of 1.5H:1V or flatter from the toe to the crest of the slope. It should be
recognized that slopes of this nature do ravel and require occasional maintenance. All exposed slope
faces should be covered with a durable reinforced plastic membrane, jute matting, or other erosion
control mats during construction to prevent slope raveling and rutting during periods of precipitation.
These guidelines assume that all surface loads are kept at a minimum distance of at least one half the
depth of the cut away from the top of the slope and that significant seepage is not present on the
slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if
construction materials will be stockpiled along the slope crest.
This information is provided solely for the benefit of the owner and other design consultants, and
should not be construed to imply that Development Engineering, PLLC assumes responsibility for job
site safety. It is understood that job site safety is the sole responsibility of the project contractor.
LIMITATIONS
We have prepared this report for Kevin Li, and members of the design team for use in evaluating a
portion of this project. Subsurface conditions described herein are based on our observations of
exposed soils on the parcel. This report may be made available to regulatory agencies or others, but
this report and conclusions should not be construed as a warranty of subsurface conditions.
Subsurface conditions can vary over short distances and can change with time.
Within the limitations of scope, schedule and budget, our services have been executed in accordance
with generally accepted practices in this area at the time this report was prepared. No warranty,
express or implied, should be understood.
16-276 Kevin Li.LHGL
December 21, 2016
Page 8
We trust this is sufficient for your current needs. Should you have any questions, or require additional
information, please contact us at your earliest convenience.
Respectfully submitted,
Development Engineering, PLLC
1 4)
Glen Coad, PE
Owner
UB:WGC
DocID:16-276 Kevin Li.LHGL
Attachments: Figure 1: Vicinity Map
Figure 2: SCS Soil Survey
Figure 3: SCS Soil Table Descriptions
Figure 4: USGS Geology Map
-
Seattle --
Tacoma ,
International k
Airport
SPaTac
Not to Scale
Tukwila
Greta.
River
Reso
Area
. ; -
Approximate LocationC)
DEVELOPMENT
ENINEERINCt, PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
Site Vicinity Map
Kevin Li Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 1
Warning: Soil Map may not be valid at this sca{e.
Approximate LocationCD
Not to Scale
DEVE( DPMENT
ENGrINEERINc�, PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
SCS Soils Map
Kevin Li Short Plat
5155 S 16Oth St
Tukwila, Washington
Job No: 16-276
Decembv 2016
Figure 2
Map Unit Legend
Cfty of Seattle, Washington (WA775)
Map Unit Symbol
Map ttnft Name
Acres In AOI
Percent of AOI
NOTCOh1
No Digtal Oats Avatable
6.8
21.5%
Subtotals for 8o11 Survey Area
6.8
21.6%
Totals for Area of Interest
31.6
100.0%
King County Area, Washingt3on (WA633)
Map Unit Symbol
Map Untt Name
Acres In AOI
Percent of AO1
AnrC
Arerts. Aldenwod material, 6 to
15 percent slopes
23.6
74.8%
Ur
Urban land
1.2
3.7%
Subtotals for Soil Survey Area
24.8
7L 5%
Totals for Area of Interest
31.6
100.0%
DEVELOPMENT
ENCIINeERINc, PLLC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
SCS Soil Survey Table
Kevin Li Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 3
Approxiimate LocationCD
Not to Scale
1cEvELoPMENY
E✓NGINEERIN% Pl_LC
P.O. Box 446
Tacoma, WA 98401
Ph (253) 228-0513
www.de-civil.com
USGS Geological Map
Kevin Li Short Plat
5155 S 160th St
Tukwila, Washington
Job No: 16-276
December 2016
Figure 4
RAINIERTITLE
Certificate Fee:
Sales Tax:
$300.00
$28.50
Brenda McCoy, Unit Manager and Senior Vice President
Genevieve Tomberg, Senior Title Officer
Kathy Hickey, Senior Title Officer
Ronda Mills, Title Officer
Edwin Febus, Title Officer
1501 4th Ave., Suite 300
Seattle, WA 98101
Toll Free: (888) 929-1999
Ph: (425) 551-5501
Fax: (206) 230-7779
Email: thetitleteam@rainiertitle.com
SUBDIVISION CERTIFICATE
Order Number: 714320RT
This Certificate does not purport to reflect a full report on condition of title and shall have no force or effect
except as a basis for the Certificate applied for.
This Certificate is restricted to the use of the addressee and is not to be used as a basis for closing any
transaction affecting title to said property. Liability of the Company is limited to the compensation
received therefor.
Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in:
Kevin Li, as a separate estate
Effective Date: 22nd day of December, 2016 at 8:00 A.M.
The land referred to in this Certificate is described in Schedule A.
Exceptions are set forth in Schedule B.
Rainier Title, Agent for Stewart Title Guaranty Company
BY:
BRENDA L. MCCOY, UNIT MANAGER
RECEIVED
APR 2 6 2011
Community
Development
SCHEDULE A
That portion of the Northwest quarter of the Northwest quarter of Section 26, Township 23
North, Range 4 East, W.M., in King County, Washington, described as follows:
Commencing at the West quarter corner of said Section 26;
Thence North 00°14'13" West along the West line of said Section, 2,094.92 feet;
Thence South 89°21'31" East 330.00 feet to the true point of beginning;
Thence South 89°21'31" East 140 feet;
Thence North 00'14'13" East 153.8 feet to the South line of 160th Street;
Thence North 70°55'05" West along said South line 148.34 feet to a point which is North
00°14'13" West from the true point of beginning;
Thence South 00°14'13" East 200 feet to the true point of beginning;
(Also known as a portion of Lots 28 and 29, Block 2, McMicken Heights Division No. 1,
according to the unrecorded Plat thereof)
Situate in the County of King, State of Washington.
END OF SCHEDULE A
SCHEDULE B
EXCEPTIONS
1. General taxes and charges for the year 2016, which have been paid.
Amount: $2,009.36
Tax Account No.: 537920-0232-08
Levy code: 2320
Assessed value of land: $150,000.00
Assessed value
of improvements: $1,000.00
Based on the Treasurer's records, the name and address of the last taxpayer is:
Kevin Li
4509 S. Holden St.
Seattle, WA 98118
2. The legal description in this commitment is based upon information provided with the
application for title insurance and the public records as defined in the policy to issue.
The parties to the forthcoming transaction must notify the title insurance company,
prior to closing, if the description does not conform to their expectations.
3. We find no pertinent matters of record against the name(s) of the vested owners.
4. The following conveyances were recorded within the last 36 months:
Statutory Warranty Deed recorded under Recording No. 20140507000143;
Special Warranty Deed recorded under Recording No. 20140731001929;
5. The land described in this commitment appears to be residential in nature and may be
subject to the provisions of RCW 6.13.060 (Homestead Statute), if the land is
occupied as a primary residence. If the land is occupied as a primary residence, all
instruments conveying or encumbering the land must be executed by each spouse,
individually, or by an attorney -in -fact. In the event the Company receives instruments
that are not joined by the non -owning spouse with possible homestead rights, the
Company may be unable to record or to insure the transaction.
6. Easement and
Grantee:
Purpose:
Area affected:
Recorded:
Recording No.:
7. Easement and
Purpose:
Area affected:
Recorded:
Recording No.:
the terms and conditions thereof:
Puget Sound Power & Light Company
Electric transmission and/or distribution line(s)
a portion of said premises
December 20, 1935
2880048
the terms and conditions thereof:
Utilities
a portion of said premises
February 25, 1985
8502250859
8. Sensitive Area Notice and Hold Harmless Agreement and the terms and conditions
thereof:
Recorded: June 21, 2006
Recording No.: 20060621000332
9. Matters set forth by survey:
Recorded: September 26, 1991
Recording No.: 9109269014
Landscaping encroachment onto Southerly adjoining property
Any loss or damage resulting from any encroachment of perimeter fences, perimeter
walls and/or plantings of any nature onto or off of the subject property.
Any rights, interests or claims that may exist or arise by reason of the above
matter(s). No coverage shall be afforded for this matter or matters of the Covered
Risks of the Homeowner's policy to issue.
END OF SCHEDULE B EXCEPTIONS
Additional Notes:
A. Abbreviated Legal Description: Ptn NW 1/4, S26,T23N,R06E
B. Property Address: 5155 S. 160th Street, Tukwila, WA 98188
PRIVACY POLICY
WE ARE COMMITTED TO SAFEGUARDING CUSTOMER INFORMATION
IN ORDER TO BETTER SERVE YOUR NEEDS NOW AND IN THE FUTURE, WE MAY ASK YOU TO PROVIDE US
WITH CERTAIN INFORMATION. WE UNDERSTAND THAT YOU MAY BE CONCERNED ABOUT WHAT WE WILL
DO WITH SUCH INFORMATION - PARTICULARLY ANY PERSONAL OR FINANCIAL INFORMATION. WE
AGREE THAT YOU HAVE A RIGHT TO KNOW HOW WE WILL UTILIZE THE PERSONAL INFORMATION YOU
PROVIDE TO US. THEREFORE, WE HAVE ADOPTED THIS PRIVACY POLICY TO GOVERN THE USE AND
HANDLING OF YOUR PERSONAL INFORMATION.
APPLICABILITY
DEPENDING UPON WHICH OF OUR SERVICES YOU ARE UTILIZING, THE TYPES OF NONPUBLIC PERSONAL
INFORMATION THAT WE MAY COLLECT INCLUDE:
• INFORMATION WE RECEIVE FROM YOU ON APPLICATIONS, FORMS AND IN OTHER
COMMUNICATIONS TO US, WHETHER IN WRITING, IN PERSON, BY TELEPHONE OR ANY OTHER
MEANS;
• INFORMATION ABOUT YOUR TRANSACTIONS WITH US, OUR AFFILIATED COMPANIES, OR
OTHERS, AND
• INFORMATION WE RECEIVE FROM A CONSUMER REPORTING AGENCY.
USE OF INFORMATION
WE REQUEST INFORMATION FROM YOU FOR YOUR OWN LEGITIMATE BUSINESS PURPOSES AND NOT
FOR THE BENEFIT OF ANY NONAFFILIATED PARTY. THEREFORE, WE WILL NOT RELEASE YOUR
INFORMATION TO NONAFFILIATED PARTIES EXCEPT: (1) AS NECESSARY FOR US TO PROVIDE THE
PRODUCT OR SERVICES YOU HAVE REQUESTED OF US; OR (2) AS PERMITTED BY LAW. WE MAY,
HOWEVER, STORE SUCH INFORMATION INDEFINITELY, INCLUDING THE PERIOD AFTER WHICH ANY
CUSTOMER RELATIONSHIP HAS CEASED. SUCH INFORMATION MAY BE USED FOR ANY INTERNAL
PURPOSE, SUCH AS QUALITY CONTROL EFFORTS OR CUSTOMER ANALYSIS. WE MAY ALSO PROVIDE
ALL OF THE TYPES OF NONPUBLIC PERSONAL INFORMATION LISTED ABOVE TO ONE OR MORE OF OUR
AFFILIATED COMPANIES. SUCH AFFILIATED COMPANIES INCLUDE FINANCIAL SERVICE PROVIDERS,
SUCH AS TITLE INSURERS, PROPERTY AND CASUALTY INSURERS, AND TRUST AND INVESTMENT
ADVISORY COMPANIES, OR COMPANIES INVOLVED IN REAL ESTATE SERVICES, SUCH AS APPRAISAL
COMPANIES, HOME WARRANTY COMPANIES AND ESCROW COMPANIES.
FORMER CUSTOMERS
EVEN IF YOU ARE NO LONGER OUR CUSTOMER, OUR PRIVACY POLICY WILL CONTINUE TO APPLY TO
YOU.
CONFIDENTIALITY AND SECURITY
WE WILL USE OUR BEST EFFORTS TO ENSURE THAT NO UNAUTHORIZED PARTIES HAVE ACCESS TO ANY
OF YOUR INFORMATION. WE RESTRICT ACCESS TO NONPUBLIC PERSONAL INFORMATION ABOUT YOU
TO THOSE INDIVIDUALS AND ENTITIES WHO NEED TO KNOW THAT INFORMATION TO PROVIDE
PRODUCTS OR SERVICES TO YOU. WE WILL USE OUR BEST EFFORTS TO TRAIN AND OVERSEE OUR
EMPLOYEES AND AGENTS TO ENSURE THAT YOUR INFORMATION WILL BE HANDLED RESPONSIBLY AND
IN ACCORDANCE WITH THIS PRIVACY POLICY. WE CURRENTLY MAINTAIN PHYSICAL, ELECTRONIC, AND
PROCEDURAL SAFEGUARDS THAT COMPLY WITH FEDERAL REGULATIONS TO GUARD YOUR NONPUBLIC
PERSONAL INFORMATION.
itainierTitle
100% Locally Owned and Operated
Order No. 714320RT
• 9959W
47479
99970
0068
This sketch is provided without charge, for your information. It is not intended to show all matters related to the
property including, but not limited to: area, dimensions, easements, encroachments or location of boundaries. It
is not a part of, nor does it modify, the commitment/policy to which it is attached. The Company assumes NO
LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further
information.
plan,
OR 0 b. The sewer system improvement will require a sewer comprehensive amendment.
3.
0
Review Board approval for extension of service outside the District.
OR 0 a. Annexation or BRB approval be necessary to provide service.
. ,
a. The proposed project is within the corporate limits of the District, or has been granted Boundary
4. Service is subject to the following;
a. District Connection Charges due prior to connection:
GFC: $ SFC: $ Unit: $
(Subject to Change on January 1st)
Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection
Charge may be due upon connection to sewers.
Permit $
b. Easements:
c. Other
1Ifilttptt ..002aVO'
r, ./.3./
7 t,
Bffotiquvr-:'
RECEIVED RECEIVED
MAY 0 2 2017 APR 2 6 2017
TUKWILA
Community
Development
3460 S 148th Suite 100
Seattie, WA 98168
Phone: (206) 242-3236
Fax: (206) 242-1527
CERTIFICATE0pSEWERAWLABILITVENONAW4LAWLITy •
Residential: $ 50.00
Commercial: $ 100.00
Q"Certificate of Sewer Availability OR C) Certificate of Sewer Non -Availability
Part A: (-To Be Cornpleted By*Applicant )
Purpose of Certificate:
0 Building,Permit 0 Preliminary Plat or PUD
IRchort Division 0 Rezone 0, Other
Proposed Use: 0 Commercial
Rsident4aISingft. Family Residential Multi -Family 0 Other
s•
Applicant's Name i//W)-(/
Property Address
• .. 1, 1 1,
5 /-55 ,s0 /60
etiiq 9W8e
Phone l\)
umber
Tax Lot Number
.... .1. •
Legal Description (Attach Map and legal Description if Necessary );
1, •
26--2e(-765-7-
537 7Z0
-e)zi 7:t. Glic.pe,k/s/9-7`71/4/Z.,f0X 2j4
77-7 5 Fr 7( f 2--/MbV 5/5 E Ale Fr Ai en) er,
1 . ." I , '•
Part B: ( To be Completed by Sewer Agency )
10a. A Sewer Service will be providedloy side sewer connection only to an existing size sewer
.
feet from the site and the sewer system has the capacity to serve the proposed use.
OR 0 b. Sewer service will require an improvement to the sewer system of:
0 (1) feet of sewer trunk or lateral to reach the site; and/or
0 (2) The construction of a collection system on the site and/or
0 (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
0 Required
Total $
0 May be Required
C n 4-7, 71/ o), he- Wc., I r 'Pi c'74 connecV,D yt
l hereby certify that the above sewer agency information is true. This certification shall be valid for one year
from the date of signature.
By
Title
/ >t9e. C /c 11
Date
ATTACHMENT TO
VALLEY VIEW SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY
The following terms and 'conditions apply to the attached Valley View 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 ofDevelopment
and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City
of Burien and/or City of Searac. 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 maynotbe retied upon as the Districts guarantee that
sewer service will be available at the time the applicant may apply to the District for such service.
3.. As allied:ate of theDistricts signatureon this.(ertificate, the -District 'represents that sewer
service is available to the Property through sewer -systems that .exist .or thatmay be extended the applicant.
The ,District makes to other representations., express or im.plied, including without limitation that the applicant
will be able to obtain the necessary permits, approvals and. authorizations from.King County, City :ofSeattle;
City of Tukwila:, City of Burien, City of Seatac or any other governmental -agency before. the applicant can
utiiize thesewer service is the 'subject of this Certificate.
4. If the District or the applicant must 'extentithelaistricet sewer system ttyprovide sewer
servicetothe -PrOpertyithe ;District 'or applicant :may be requiredto obtain from the..appropriategovernmental
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 marmakeimpractital orimpossible the provision,of sewer services tothe Property.
.5. Application forand possible provision of sewer service to the Property shalbe subject to and
conditioned upon availability of .sewer smiteto the Property at the tirre 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 acknowledgethat h ave receivedthe Cergeate of Sewer Availability/Nan -Availability and -Mk attachment
and futtrunderstand the terms. an:dcanditions herein.
Applicant's signature
Date
'itiorfart ,
RECEIVED
• CITY OF TUKWILA Permit Center/Building Division: (%s( LL
Community Development Department MAY 0 2 2011 206-431-3670
Permit Center Public Works Department:
6300 Southcenter Blvd., Suite 100 206-433-0179
Tukwila, WA 98188 TUKWILA Planning Division:
PUBLIC WORKS 206-431-3670
CERTIFICATE OF WATER AVAILABILITY RECEIVED
Required only if outside of City of Tukwila Water District APR 26 2011
PERMIT NO.:
❑ Part A: To be completed by applicant
lYlTillJjitty
= Development
Site Address: 5155 S 160TH
(attach map and legal description showing hydrant location and size of main):.
Owner Information:
Owner Name:
Kevin Li
Agent/Contact Person::
Owner Address: 4509 S Holden St., Seattle, WA 98118
Owner Phone: 206-723-0803
Agent/Contact:
Agent Address:
Harry Singh
5140 S 172nd Ln, Tukwila, WA 98188
Contact Phone:
206-261-7657
This certificate is for the purposes of: 2 SFR
El BUILDING PERMIT ❑� PRELIMINARY PLAT ❑ SHORT SUBDIVISION
❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER
Estimated number of service connection and water meter size(s): One existing 5/8" meter/service, One new 1" meter/service
Vehicular distance from nearest hydrant to the closest point of structure is 5'+/- to property. See attached map for hydrant
location.
Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT
Owner/Agent Signature
Date
PART B: To Be completed by water utility district
1. The proposed project is within
TUKWILA
/King
2. �/❑ No improvements required.
3.
(City/County)
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:
Existing service will need to be upgraded if the installation of a fire supression system is required for existing SFR.
4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 gpm
at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations.
Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may
not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific
water pressure/flow information available for Customer's intended use. The general information provided by the District is not
intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer
is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific
needs.
5. Water Availability:
0 Acceptable service can be provided to this project
❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met.
❑ System is not capable of providing service to this project
I hereby certify that the above information is true an s •rrect, ba on the best available information.
HIGHLINE WATER DISTRICT / 206-824-0375 By
Agency/Phone JERE Y DE MAR
DISTRIC GINEER
3
N
N
0
LQ_
N
0)
CO
0
0
a%
z
0
0
v
0
0
16010
57396346
V1756
16024
V1757 61653444
r
O
= 16026
LOT 1
M22384
58670891
16036 LOT 3
61653441
16044
(1)16202
Lf 61353440
16210
57396342
AV0038
16218
61980240
16226
61653445
16014
62099559
LOT 2 1603Qy3
16040
61958233
: 100
cp co
N SOUTH SEATTLE WATER COMPANY : TUKWILA TE
5' UTIL. ESMT0S. 16 3 R D PL.
2 5' UTIL. EMT. H3850 4
6 CI
FOF
20
I Co munity
Dev:Iopment
LOT 3
Test Report Print Title for 5155 S 160th ST
ID
Static Demand
(gpm)
Static Pressure
(psi)
Static Head
(ft)
Fire -Flow Demand
(gpm)
Residual Pressure
(psi)
Available Flow at Hydrant
(gpm)
Available Flow Pressure
(psi)
1
0
J868
0.92
117.48
538.14
1,000.00
92.51
2,153.50
20.00
RECEIVED
Date: Tuesday, January 31, 2017, Time: 09:08:02, Page 1 Added new node for H3843 elev 267
��t1tt� pi, 2p igp
57
93
6937-"A\
)49
205
Elevation Contours from K.C. Imap 1-31-17
RECEIVED
APR 262017
Development
RECEIV
MAY 022017
Highline Water District
TUmai\ WATER SERVICE INSTALLATION AGREEMENT
PUBLIC WORKS Community
This Agreement ("Agreement") is entered into between Highline Water District, a WashRWAPment
municipal corporation ("District"), and Kevin Li an
OWNER ("Developer") (individually a "Party" and collectively the
"Parties") for the purposes set forth below.
DECEIVED
APR 262011
RECITALS
1. The District operates and maintains a domestic water supply system within its
boundaries to serve the property within its water service area; and
2. Developer desires to install a new and/or modify an existing water service or fire
hydrant as described on Exhibit A attached hereto and incorporated herein in full by
this reference (the "Work" or "Service Facilities") at its own cost to serve Developer's
real property as described on Exhibit B attached hereto and incorporated herein by
this reference ("Property") or other real property; and
3. The Service Facilities shall be owned and operated by the District in accordance with
District Policy; and
4. The Developer has requested the District perform the Work in accordance with the
terms of this Agreement.
AGREEMENT
In consideration of the terms and conditions contained in this Agreement, the Parties agree as
follows::
1. Property. 5155 & 51XX S 160th lots 1 & 2
Developer represents and warrants Developer is the owner of record of the Property. If such
representation of ownership is invalid, this Agreement shall be rescinded. Developer agrees
that the District may require Developer to furnish a title report for the Property to confirm
Developer's ownership at Developer's expense.
2. Developer Deposit. At the time the Developer executes this Agreement, Developer shall
provide the District with a monetary deposit ("Deposit") in the amount as required by the
District to pay for the cost of the Work, including all applicable charges as set forth in the
District's Code and Resolutions, including any amendments thereto. The Deposit shall be
determined based on the estimated cost of the Work as determined by the District as
provided in Exhibit C attached hereto and incorporated in full herein by this reference.
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 16OTH ST - KEVIN LI5515 & 55XX S 160th lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017
Page 1of6
Highline Water District
WATER SERVICE INSTALLATION AGREEMENT
'RECEIVED
APR 2 6 2017
Community
Development
2.1 The District shall use the Deposit to pay for the cost of the Work and all expenses
incurred by the District in performing its obligations under this Agreement,
including, but not limited to, all construction, bacterial testing and sampling,
permitting, and surface restoration.
2.2 Following the completion of the Work, the District shall determine the total cost of
the Work and shall invoice the Developer for such total costs and expenses. The
District shall then have the right to utilize and charge the cost of the Work against
the Deposit. In the event the cost of the Work is less than the Deposit, the District
shall pay and reimburse to the Developer the difference in the total cost of the
Work and the Deposit within thirty (30) days of such determination; provided, if
the cost of the Work exceeds the Deposit, the District shall invoice the Developer
for the cost of the Work in excess of the Deposit. The Developer shall pay the
District the invoiced amount within thirty (30) days of the date of the invoice
2.3 The charges incurred by Developer under this Agreement shall be construed as
"charges for services" pursuant to RCW 57.08.081 and shall be charges against the
Property. If the Developer fails to pay the invoiced amount to the District within
thirty (30) days of such invoice, the invoice amount shall be considered delinquent
and shall constitute a lien against the Property. The District shall then have the
right to record this Agreement against the Property and foreclose the lien in the
manner authorized by law.
3. Easements.
3.1 The Developer shall grant an easement(s) across the Property necessary for
installation of the Work in a form as required by the District.
3.2 If an easement is required over real property other than the Property, the
Developer shall provide the easement to the District in a form required by the
District, together with title report or other sufficient proof of ownership of such
easement, prior to commencement of the Work. Developer shall obtain a written
release from any property owner across whose property construction is performed
pursuant to the grant of an easement, sufficient to indicate that the site
restoration of the easement is satisfactory and complete to the affected property
owner.
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 160TH ST - KEVIN LI5515 & 55XX S 160`h lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017 Page 2 of 6
Highline Water District
WATER SERVICE INSTALLATION AGREEMENT
RECEIVED
APR 26 2011
Community
Development
4. Permits. The District shall be responsible for obtaining all necessary permits for the
installation of the Work, provided the Developer shall pay to and reimburse the District
the cost of any permits, including District administrative time to obtain the permits, as
part of the total cost of the Work.
5. Indemnity/Hold Harmless. The Developer shall indemnify, defend and hold the District
its elected and appointed officers and officials, employees and agents harmless from all
costs, expenses, losses and damages, including costs of defense, incurred as a result of
any acts or omissions of the Developer relating to the performance of this Agreement.
The District shall not be liable for any claims, liabilities, demands or actions resulting from
the failure of the water service or appurtenances installed by the District unless such
failure arises out of the negligent performance of this Agreement by the District.
6. Benefits. This Agreement is entered into for the benefit of the parties to this Agreement
only and shall confer no benefits, direct or implied, on any third persons.
7. Litigation. In the event of litigation concerning the terms of or performance under this
Agreement, the prevailing party, in addition to costs, shall be entitled to reasonable
attorney's fees as determined by the court.
8. Assignment. This Agreement shall be binding upon the heirs, assigns, and successors in
interest to the Developer, provided this Agreement shall not be assigned without the
District's prior written approval, such approval not to be unreasonably withheld.
9. Governing Law/Forum. The laws of the State of Washington shall govern the
interpretation and enforcement of this Agreement. Any litigation relating to the
performance of this Agreement shall be filed in King County Superior Court, Kent,
Washington.
HIGHLINE WATER DISTRICT DEVELOPER
By: By
Its: Its: Owner
Date: 20 17 Date: 20 17
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 16OTH ST - KEVIN LI5515 & 55XX S 160`h lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017
Page 3 of 6
Highline Water District
WATER SERVICE INSTALLATION AGREEMENT
EXHIBIT A
Description of Work
RECEIVED
APR 26 2017
Community
Development
Highline Water District will provide labor, equipment and materials for installation of a
new service to the property located at 5155 & 51XX S 160th Tots 1 & 2. Work to
include the installation of One new 1" water meter/service for domestic water service -
lot 1, and upgrade the existing 5/8" meter/service to a 1" water meter/service for lot 2 of
proposed plat.
Work is limited to the scope indicated above. Private appurtenances on the back side
of meter(s) shall be the responsibility of the developer, including but not limited to
vaults, backflow assemblies, fire lines, and other water related appurtenances.
A City of Tukwila ROW permit and shoulder restoration are included in the estimate.
The developer will be responsible for staking of the location and final grade for meter
installation, the property line, and any work beyond the edge of the ROW.
Prior to activation of said meters, all connection charges and fees shall be paid; all
backflow testing shall be complete and approved by the District, and any easement
and/or right of entry documents submitted and approved by the District.
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 16OTH ST - KEVIN LI5515 & SSXX S 160`h lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017 Page 4 of 6
Highline Water District
WATER SERVICE INSTALLATION AGREEMENT
EXHIBIT B
Description of Real Property
Legal Description for property address: 5155 & 51XX S 160th Tots 1 & 2
Parcel # 5379200232
Legal Description:
RECEIVED
APR 262011
Community
Development
MC MICKEN HEIGHTS DIV # 1 UNREC POR BEG AT NW COR OF 29 TH S 200 FT
TH S 89 DEG 21 MIN 31 SEC E 140 FT TH N 00 DEG 14 MIN 13 SEC E 153.08 FT TO
NLY LN OF 28 TH NWLY 148.34 FT TO BEG
PLat Block: 2
Plat Lot: 28-29
NW-26-23-4
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 160TH ST - KEVIN LI5515 & 55XX S 160`h lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017 Page 5 of 6
Highline Water District
WATER SERVICE INSTALLATION AGREEMENT
EXHIBIT C
*Estimated Cost of Work
RECEIVED
APR 2 6 2011
Community
Development
*See attached Statement of Charges and Service Installation Estimate
WATER SERVICE INSTALLATION AGREEMENT- 55XX S 16OTH ST - KEVIN LI5515 & 55XX S 160`h lots 1 & 2
REF #: 409 AGRMT REVISED: 02/02/2017 Page 6 of 6
Highline Water District Statement of Charges
Thursday, February 02, 2017
Combined domestic - fire Future
Date
2i212o17
Section #
NW-26 23 04
Page #
82
Service
Installation: 1_
Size
1
Meter
Han i
Size
ERU's
2
See
Notes
Service Address:
51XX S 160th St Tukwila 98188
Plat
Name:
Li
Lot:
1
Owner:
Kevin Li
Phone:
206-723-0803
E-mail Address
Fax:
Agent
Harry Singh
Phone:
206-261-7657
Mailing Address
City:
Zip:
Service Installation/Meter Hann Facility Fees
Itemized Charges
Amount
Service Installation
$7,644.80
See Attached Estimate
General Facility Charges
$8,000.00
2
ERU's X $4,000
Meter Hang Fee
$o.00
MXU
$o.00
Sub -Total
$15,644.80
Total
$15,644.80
Fee Notes:
A 1" meter = 2 ERUs. Each ERU is billed $4,000. Total GFC for a 1" meter is $8,000. A completed fixture count form, signed by a
City of Tukwila Building Department official, required to receive reduced GFC for stand-by fire requirements.
All fees and charges are based on current District policy at the time of the preparation of this estimate. Fees and charges are
subject to change at any time without notification.
Notes:
The Service Installation Estimate is the amount of Deposit required to install the requested water service. The actual cost is based
on the time -and -material expense to install the service and will be billed toward the Deposit. Upon completion, excess Deposit will
be refunded; charges in excess of the Deposit will be billed. Service installations require execution of a separate Agreement
C r IE
Water Service Installation Agreement.) a
The General Facility Charge (GFC) is the connection charge for the new meter. GFC's are based on the size of the requestedAp,„` 26 2011
meter. A 1" meter = 2 ERU's. Each ERU is billed at $4,000 per ERU.
Meter Hang fee is included in the Service Installation Estimate.
All fees and charges are based on current District policy at the time of the preparation of this estimate. Fees and charges are
subject to change at any time without notification.
Community
Development
Prepared by:
Polly Daigle
Date:
2/2/2017
Reviewed by:
Jeremy DelMar
Date:
-2-Z
I0
Jeremy D Iar. Engineering Manager
NEW SERVICE ESTIMATE
RECEIVED
Address: 5515 S 160th ST Lot 1
Owner: APR 26 2017
Phone #:
SO#: Est
Meter #: N/A
Size: 1 InchCommunity
c p
Inspection: 4ieve ment
Date: 2/1/2017
City: Tukwila
Permit: Y N
Estimated Cost:
Prepared By: Dave Stanley
LABOR:
# of Field Crew @ $54/hr:
5
# Hours:
4
# Days:
1
Total:
$ 1,080.00
EQUIPMENT:
Description
Vehicle #
Rate Per Hour
Hours
Total
Service Truck
68
$ 32.00
4
$ 128.00
Dump Truck
84
$ 56.00
3
$ 168.00
Backhoe
3
$ 37.00
3
$ 111.00
Flat Bed
60
$ 25.00
2
$ 50.00
MATERIAL
Description
Part Number
Quantity
Price/Pce
Total
1" Corp
B1117
1
$ 63.00
$ 63.00
1" Copper Pipe
B1138
30
$ 5.75
$ 172.50
1" Setter
B1142
1
$ 246.00
$ 246.00
1" Union Nut & Comp Adapter
N/A
1
$ 35.00
$ 35.00
1" x 18" Brass Nipple
B1132
1
$ 32„00
$ 32.00
B-10 Box
BX006
1
$ 65„00
$ 65.00
B-10 Lid
BX007
1
$ 125„00
$ 125.00
1" Meter With TRPL
N/A
1
$ 250,.00
$ 250.00
1" MIP x Comp Adapter
B1104
1
$ 18.00
$ 18.00
Crushed rock
N/A
5
$ 25.00
$125.00
Cold Mix
N/A
1
$ 85.00
$0.00
$0.00
Labor
Equipment
Materials
To be completed as a pair with the existing service.
Estimate is good for 6 months.
Asphalt patch is based on a 30 sq ft patch 6" deep.
$ 1,080.00
$ 457.00
$ 1,131.50
Concrete repair is based on a 50 sq ft pact ¢ 4" thick and
10 In ft curb & gutter.
Estimate Approved By:
Subtotal
Permit Fees
Inspection Fees
Asphalt Repair
Concrete Repair
20% Administration
Total Estimate
Date:
$ 2,668.50
$ 1,400.00
$ 2,750.00
$ 826.30
$ 7,644.80
Highline Water District Statement of Charges
Thursday, February 02, 2017
Combined domestic - fire Future
Date
2/2/2017
Section #
NW 26-23 04
Page #
82
Service
Installation:
v
Size
1
i
Meter
Han9 j
Size
ERU's
1
See
Notes
v
Service Address:
5155 S 160th St Tukwila 98188
Plat
Name:
Li
Lot: _
2
Owner:
Kevin Li
Phone:
206-723-0803
E-mail Address
Fax:
Agent
Harry Singh
Phone: .
206-261-7657
Mailing Address
City:
'Zip:
Service Installation/Meter Hanq Facility Fees
Itemized Charges
Amount
Service Installation
$2,894.80
See Attached Estimate
General Facility Charges
$4,000.00
1
ERU's X $4,000
Meter Hang Fee
$o.00
MXU
$o.00
Sub -Total
$6,894.80
RECO
Total
$6,894.80
APR 2 e
VED
2011
Community
Development
A 1" meter = 2 ERUs. Each ERU is billed $4,000. Total GFC for a 1" meter is $8,000. Project receives 1 ERU credit for existing
5/8" service/meter. A completed fixture count form, signed by a City of Tukwila Building Department official, required to receive
reduced GFC for stand-by fire requirements.
Fee Notes:
All fees and charges are based on current District policy at the time of the preparation of this estimate. Fees and charges are
subject to change at any time without notification.
Notes:
The Service Upgrade Estimate is the amount of Deposit required to upgrade the existing water service. The actual cost is based
on the time -and -material expense to install the service and will be billed toward the Deposit. Upon completion, excess Deposit will
be refunded; charges in excess of the Deposit will be billed. Service installations require execution of a separate Agreement (see
Water Service Installation Agreement.)
The General Facility Charge (GFC) is the connection charge for the new meter. GFC's are based on the size of the requested
meter. A 1" meter = 2 ERU's. Each ERU is billed at $4,000 per ERU. This lot receives 1 ERU credit for existing 5/8" water
service/meter.
Meter Hang fee is included in the Service Installation Estimate.
All fees and charges are based on current District policy at the time of the preparation of this estimate. Fees and charges are
subject to change at any time without notification.
Prepared by:
Polly Daigle
Date:
2/2/2017
Reviewed by:
Jeremy DelMar
Date:
„ I
,
.E. Engineering Manager
SERVICE UPGRADE ESTIMATE RECEIVED
APR 26 2017
Address: 5515 S 160th ST Lot 2
Owner: Community
Phone #:
SO#: Est
Meter #: N/A
Size: 1 Inchevelopment
Date: 2/1/2017
City: Tukwila
Permit: Y N
Inspection: Y N
Estimated Cost:
Prepared By: Dave Stanley
LABOR:
# of Field Crew @ $54/hr:
5
# Hours:
4
# Days:
1
Total:
$ 1,080.00
EQUIPMENT:
Description
Vehicle #
Rate Per Hour
Hours
Total
Service Truck
68
$ 32.00
4
$ 128.00
Dump Truck
84
$ 56.00
3
$ 168.00
Backhoe
3
$ 37.00
3
$ 111.00
Flat Bed
60
$ 25.00
2
$ 50.00
MATERIALS:
Description
Part Number
Quantity
Price/Pce
Total
1" Corp
B1117
1
$ 63.00
$ 63.00
1" Copper Pipe
B1138
30
$ 5.75
$ 172.50
1" Setter
B1142
1
$ 246.00
$ 246.00
1" Union Nut & Comp Adapter
N/A
1
$ 35.00
$ 35.00
1" x 18" Brass Nipple
B1132
1
$ 32.00
$ 32.00
B-10 Box
BX006
1
$ 65.00
$ 65.00
B-10 Lid
BX007
1
$ 125.00
$ 125.00
1" Meter With TRPL
N/A
1
$ 250.00
$ 250.00
1" MIP x Comp Adapter
B1104
1
$ 18.00
$ 18.00
Crushed rock
N/A
5
$ 25.00
$125.00
Cold Mix
N/A
1
$ 85.00
$0.00
$0.00
Labor
Equipment
Materials
$ 1,080.00
$ 457.00
$ 1,131.50
Estimate is good for 6 months.
To be completed as a pair with the new service.
Subtotal
Permit Fees
Inspection Fees
Asphalt Repair
Concrete Repair
20% Administration
Total Estimate
$ 2,668.50
$ 226.30
$ 2,894.80
Estimate Approved By:
Date:
3
N
N
co
0
CONTRACT
0
7
L
1 : 1100
o SQ TH SEAITLE WATER COMPANY : TUKWILA
"' 5' UTIL. ESMT°S. 163R PL.
0
RECEIVED
APR 26 2017
Community
Development
gip,h
.\ 6/653382
S4_
FOF
20
LOT 3
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS
PERMISSION TO ENTER PROPERTY
STATE OF WASHINGTON
ss
COUNTY OF KING
RECEIVED
APR 26 2017
Community
Development
The undersigned being duly swom 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, pe�ngine rs co tra tors or other representatives the right to enter upon Owner's
¶
real property, located at S /' 5 lam-' % ' r- for the purpose of
application review, for the limited time necessary to complete that purpose.
5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property
during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City.
6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s)
without refund of fees.
EXECUTED at u kt ►14 (city), V. !' (state), on Q4t/26 20 1 %
(Print Name)
(Address) s / y Z�1J s
/�� �,I ,564114/e tvitnrlP
(Phone Number) 2 0 6* —3
(Signature
On this day personally appeared before me kevi A L to me known to be the individual
who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the
uses and purposes mentioned therein.
SUBSCRIBED AAI�\TDr ynW 1RN TO BEFORE ME ON THIS 2- 6Q" DAY OF it 1 , 20 1 ?
.' _400N F . 'a, ,! NOTARY PUBLIC in and for the S to of Washington
4. 0TAI?y''P,;;'% i residing at '�'.4kvJi1a V%
i z0 2 N% j /
�v - • - S Z i
� � My Commission expires on p$/(s (to 'CO
N' 6•'
i, eLOr =
t11, I11 OF W A�S \`\`mo11
\\deptstore\City Common \Teri\RdNTi§'iib5 In Progress\Short Plat-Jan2011.docx
COMPLETE APPLICATION CHECKLIST
The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works
Department and the Department of Community Development. Please contact each Department if you feel that certain items
are not applicable to your project and should be waived. Application review will not begin until it is determined to be
complete. ADDITIONAL MATERIALS MAY BE REQUIRED.
The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require
additional information as needed to establish consistency with development standards.
City staff are available to answer questions about application materials at 206-431-3670 (Department of Community
Development) and 206-433-0179 (Department of Public Works).
Check items
submitted
with
application
Information Required. May be waived in unusual cases, upon approval of Public Works and/or
Planning
APPLICATION MATERIALS:
1. Application Checklist (1 copy) indicating items submitted with application.
✓
2. Completed Application Form and drawings (4 copies).
`
3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property
(1 copy attached).
V
4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17".
V
5. Application Fee: See Land Use Fee Schedule.
6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA
Application Packet)
PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice
7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of notice board
fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' publlic notice board on site
within 14 days of the Department determining that a complete application has been received (see Public
Notice Sign Specifications Handout).
t`l \ t `
8. If the project involves a short plat of 5 -9 lots: Pay the fee as established by the Land Use Fee Schedule
for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and
tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family
buildings e.g. apartments, condos, trailer parks must be included.
Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing
label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an
individual column:
Name
Street Address
City, St, Zip
Mr. Smith
1234 Park Ave S
Tukwila WA 98188
PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide
them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on
the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will
receive a separate bill for this fee.
rl°i
L,�
9. If providing own labels, include King County Assessor's map(s) which shows the la1 E
property within 500 ft. of the subject lot.
rK .a 1U1/
Community
Development
\\deptatore\City Common\Ten'Revieiom In Progress\Short Plat lan2011.docx
Check items
submitted
with
application
Information Required. May be waived in unusual cases, upon approval of Public Works and/or
Planning ,
PROJECT DESCRIPTION AND ANALYSIS:
Ali
10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements
—an. encumbrances, must be dated within 45 days of application filing (two copies).
(
A `ZSewer
and water availability letters are required from the provider district if the area is not serviced
by the City of Tukwila. Forms are available at the DCD office.
l0
12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per
Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines
and Sensitive Area Special Study Guidelines for additional information.
13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys
and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet.
PLAT SURVEY: a template is available from the City in AntoCAD format
Gil)
14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila
file number and north arrow. It shall be drawn with black ink in record of survey format and include the
elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor.
SZ.
(b) Legal descriptions of the existing and proposed lots.
(c) All applicable certificates and approvals (listed on the template, see TIC 17.04.060).
Gfr?
(d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed
shown dashed.
J1
(e) Lot and block numbers beginning with the number one (1) and numbered consecutively without
omission or duplication.
G (D
(f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential).
WI>
(g) Dash in required setback distances from all parcel lot lines.
tIP.
(h) Fire access lanes and turn-arounds per Fire Department standards.
0*
(i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from
lots intended for general development with notes stating their purpose and limitations.
(j) Locations of existing and proposed public street rights -of -way and private access easements.
G 11>
(k) Location, dimension and purpose of existing and proposed easements. Provide recorded
documents which identify the nature and extent of existing easements.
6 iv)
(1) Vicinity Map with site location, does not have to be to scale.
LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only
0(\\
15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect.
Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC
17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum
sheet size 24" x 36".
(b) Show all existing trees to be retained and any tree protection measures required (for example
fencing at drip line).
RECEIVED
APR 20 2017
Community
Development
\Wepmwie\City Common\Ten\Revision, In Progross\Short P1d14a122011.docx
Check items
submitted
with
application
Information Required. May be waived in unusual cases, upon approval of Public Works and/or
Planning
SENSITIVE AREAS PLAN:
G
16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal
mine areas and important geological and archaeological sites). For stream frontage provide existing and
proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation
(i.e., 100 yr. flood). Maximum sheet size 24" x 36".
(b) Location of all required sensitive area buffers, setbacks, tracts and protection measures.
G IS7
(c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating
those to be retained and those to be removed. A tree permit will be required for removal of any
significant trees within a sensitive area or its buffer.
(d) Show proposed lot and tract lines.
CIVIL PLANS:
17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed
professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36".
(b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to
NGVD 1929, if in a flood zone or flood -prone area.
See lAY.//www.tukwilawa.gov/pubwks/pwpermit.html for further information
(c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the
property line).
(d) Total expected cut and fill for plat buildout.
(e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural
gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size,
location, and size of public main) No capacity calcs, invert depth, valve locations or the like are needed.
(f) Storm drainage design at least 90% complete, which meets the King County Surface Water
Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility
analysis if required by the Manual. Call out total existing and proposed impervious surface in square
feet. Include all storm drainage conveyance systems, water quality features, detention structures,
maintenance access and safety features. For additional guidance contact Public Works or go
to http://www.tukwilawa.gov/pubwks/pwpermit.html.
(g) Locate the nearest existing hydrant and all proposed hydrants.
(h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps.
(i) Plan, profile and cross-section for any right-of-way improvements.
(j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds.
/
(k) Show the location and distance to proposed property lines of all existing structures, indicating
those to be removed. Show the expected location of all new buildings.
1�
(1) Show proposed lot, tract and easement lines.
RECEIVED
APR 26 2017
Community
Development
\\deptstore\City Common\Teri\Revisions In Progress\Short Plat-1an2011.docx
CONSTRUCTION PERMIT APPROVAL: If installation of infrastructure or other site work is required as a condition
of preliminary approval you must apply for and receive any required construction permits from the City of Tukwila or
other agencies. Information about Tukwila utility, grading, paving, trenching and hauling permits may be found
at http://www.tukwilawa.gov/pubwks/pwpemut.html.
Due to project phasing or engineering considerations applicants may apply to the Public Works Director to defer portions
of the on -site improvements until after recording the final short plat. The applicant shall include a list of specific deferred
improvements, a cost estimate from the contractor who will do the work and a financial warranty equal to 150% of the
cost. The warranty may be cash, an assigned savings account or an irrevocable letter of credit.
FINAL APPROVAL: After the preliminary approval conditions have been met, an application for fmal approval shall
be submitted to DCD for final review. A complete final application shall consist of the documents required for recording
including:
1. Final recording documents in record of survey format, including:
a. Before and after legal descriptions of the affected lots,
b. Affidavit of Ownership signed and notarized by all owners
c. Original stamp and signature of the surveyor
2. All easements and maintenance agreements ready for recording as separate documents,
3. Any required bonds or other financial guarantees,
4. Other documentation necessary to demonstrate the conditions of the approval have been met.
CRITERIA FOR FINAL APPROVAL OF SHORT PLATS (TMC 17.12.030(c)):
1. All requirements for short plats as set forth in the Subdivision Code are met.
2. All terms of the preliminary short plat approval have been met
3. The requirements of Chapter 58.17 RCW, other applicable state laws, and any other applicable City Ordinances have been
met.
4. All required improvements have been installed in accordance with City standards or an improvement agreement with
financial guarantee pursuant to TMC 17.24.030 has been entered into by the applicant and accepted by the City.
5. That the plat is technically correct and accurate as certified by the land surveyor responsible for the plat.
Preliminary approval is valid for one year from the date of the Notice of Decision. The short plat documents must
be recorded within that year period or the application will expire. A single one year extension may be granted by the City
if signficant progress has occurred and the extension is requested prior to the expiration of the approval.
Upon receiving approval from the City, the applicant will be responsible for picking up the documents from DCD and
recording them with King County Recorders Office. A copy of the recorded documents must be retumed to DCD to
finalize the approval process. The short plat shall not be deemed complete until the City receives these documents.
RECEIVE::
APR 2 6 2011
Community
Development
\\deptstore\City Common \Teri\Revisions In Progress\Short Plat-Jan2011.docx
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
SHORT PLAT
APPLICATION
FOR STAFF USE ONLY Permits Plus Type: P-SS
Planner:
File Number: '\
_ NIL%
Application Complete Date:
Project File Number:
jl—_ 00\S
Application Incomplete Date:
Other File Numbers:
NAME OF PROJECT/DEVELOPMENT: E/)maivp �y��j� r / ' 1t
BRIEF DESCRIPTION OF PROJECT:
%7L-5 _,wa (t TZ
ORIGINAL # OF LOTS: / PROPOSED # OF LOTS �`
LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and
subdivision, access street, and nearest intersection.
/ cS sf29 // 6 �S' � 5 72
537920 DZ37
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: 5// `mil D /2.0/7 2-.- L /J <r4 C C-- C
— I8I �S v
Phone: 6 ze / - 7A 77 FAX:
E-mail:
Signature:
267- S/X.) eh 1--( C/A% cal , u t- r-
\\deptstore\City Common\TenlRevisions In Progress\Short P1at,Jan2011.docx
Date:
ro.m//?-
RECEIVED
APR 282017
Community
Development
CITY OF TUKWILA, WASHINGTON
SHORT PLAT No.
NAME: EDMUND SHORT PLAT
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that 1, the
undersigned, all parties with any right, title, and/or
ownership interest in the land herein described do
hereby make a short subdivision thereof pursuant to
RCW 58.17.060 and cknowledges that said subdivision
shall not be further subdivided in any manner within
a period of five yeors from dote of record without the
filing of a final plat. The undersigned further declare
this short plat to be the graphic representation of said
short subdivision and the same is mode with the free
consent and in accordance with the desire of the
owners and shall be binding upon their heirs,
successors and/or assigns.
IN WITNESS WHEREOF we set our hands and seals.
Kevin Li
State of Washington)
)) SS
County of
I certify that I know or have satisfactory evidence that
Kevin U is the person who appeored before me,
and said person acknowledged that he signed this
instrument, on oath stated that he was authorized to
execute the instrument and acknowledged it to be the
free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Notary Public in and for the State of
Washington residing at
My commission expires
APPROVALS:
Approved by the City of Tukwila Short Subdivision Committee
this _ day of 2017.
KING COUNTY ASSESSOR'S APPROVAL
E.amhved and approved this day of
Kn9 County Assessor
Deputy King County Assessor
Chairperson, Tukwila Short Subdlaaan Committee Tan Parcel y 5379200232
2017.
RECORDING N0.
VOL./PAGE
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
ORIGINAL LEGAL DESCRIPTION
THAT PORTION OF THE NORTHWEST OUARTER OF THE NORTHWEST QUARTER
OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 26, THENCE
NORTH 0014'13' EAST 2094.94 FEET; THENCE SOUTH 8811'31" EAST 330.00 FEET;
TO THE TRUE POINT OF BEGINNING;THENGE SOUTH 8821'31' EAST 140.00 FEET;
THENCE NORTH 0014'13' EAST 153.08 FEET TO THE SOUTH LINE OF SOUTH 160TH
STREET; THENCE NORTH 7P55'05' WEST ALONG SAID SOUTH LINE 148.34 FEET TO
A POINT WHICH IS NORM 0014'13" EAST FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 0014'13' WEST 200.00 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PRIVATE 20' INGRESS, EGRESS & UTILITY
EASEMENT MAINTENANCE AGREEMENT
THIS SHORT PLAT CONTAINS A INGRESS. EGRESS AND UTILITY TRACT.
OWNERSHIP AND MAINTENANCE OF THIS TRACT SHALL BE OF EOUAL
SHARE BETWEEN THE OWNERS OF THE LOTS IN THIS SHORT PLAT.
BASIS OF BEARING
THE WEST UNE OF THE NW1/4 OF THE NW 1/4 OF
SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M.
S. idelh St
SITE
S. 163rd PI.
S. 164th St.
S. I68th St. v'
RECEIVED
APR 2 6 2011
Community
Development
VICINITY MAP
NTS
I84th St.
RECORDER'S CERTIFICATE
flied for record this day of 2017, at M
In book of at page at the request of
Mgr. Supt. of Records
DRYCO
Surveying, Inc.
827 MAIN STREET SUITE "A"
SUMNER, WA 98390
253-826-0300 FAX 253-826-9703
SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE
REQUEST OF KEVIN U.
G. PHIL SARGENT P.L.S. 34145
Page 1 of 3
FOR: Kevin Li
DRAWN: 6PS
DATE %RYDiR 9/2014
011E PRIM 1/5/2017
SCALE SEE SHT 2
APPROVED: OF'S
2016076
CITY OF TUKWILAISING COUNTY, WASHINGTON
SHORT PLAT No.
NAME: EDMUND SHORT PLAT
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
RECORDING NO.
VOL./PAGE
.C6Pt 14.1EI2.691
GRAPHIC SCALE
NO0140819 60.04'
1"430'
30
60
90
N00'140B'M 15307'
14'1311 200.00'
NO0'140811 73 03'
SURVEYOR NOTES:
1. THE DRAWING HEREON 00E5 NOT NECESSARILY CONTAIN ALL THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD WORK,
OFFICE WORK OR RESEARCH.
2. DRYCO'S FIELD TRAVERSE PROCEEDURES MEET 0R EXCEED
ACCURACY STANROS AS PER WAC 332-130-090.
3. ALL MONUMENRS VISITED AS NOTED.
4. AS N0 TITLE REPORT WAS FURNISHED BY THE CLIENT. THIS
SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS PER
RECORD, IF ANY
DRYCO
DRYCO Surveying, Inc.
A827 West Main Street Ste. A
SUMNER, WASHINGTON 98390
253-826-0300 Fox 253-826-9703
Page 2 of 3
FOR: SYLVGI DRAKE
G. PHIL SARGENT P.L.S. 34145
DRAWN: .J.G.
DATE AR*1132 9/2016
DAZE 1'916E0: 1/6/2017
SCALE:' .30'
APPROVED: GPS
JOB No: 2016076
Li?-o�+2z
CITY OF TUKWILAING COUNTY, WASHINGTON
SHORT PLAT No.
NAME: EDMUND SHORT PLAT
PORTION OF
NW 1/4 of NW 1/4, S 26, T 23 N, R 4 E
RECORDING N0.
VOL./PAGE
GRAPHIC SCALE
0
30
60
90
SURVEYOR NOTES:
1. THE DRAWING HEREON DOES NOT NECESSARILY CONTAIN ALL THE
INFORMATION OBTAINED BY THE SURVEYOR IN HIS FIELD WORK.
OFFICE WORK OR RESEARCH.
2. DRYCO'S FIELD TRAVERSE PROCEEOURES MEET 0R EXCEED
ACCURACY STANRDS AS PER WAC 332-130-090.
3. ALL MONUMENRS VISITED AS NOTED.
4. AS N0 TITLE REPORT WAS FURNISHED BY THE CLIENT. THIS
SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS PER
RECORD. IF ANY
DRYCO
°RYC0 Surveying, Inc.
Ar827 West Main Street Ste. A
SUMNER, WASHINGTON 98390
253-826-0300 Fax 253-826-9703
Page 3 of 3
FOR: 5713,1A DRAKE
G. PHIL SARGENT P.L.S. 34145
DRAWN: J.6.
DAIS 209067ED: 9/2016
011E MID: 1/6/2017
SCALE:1"..30'
APPROVED: 6P5
JOB No: 2016076
LI 7-- VaZz
\ 1 VAA 126' NJGRE$S\ EGRESS
••� \\ 11 \ \ \\ \dc\yTTLIrY'EASEMENT \\
\ \ \ • \ \ A \ A A
\ \ \ \ • \ \ \ \ \� \ \ \�
V A V A A V V A V A ,
\ \ \ \ \ \ \ \ \ \ \ \ \
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LOT
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09.0
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RECEIVED
APR 26 2011
Comm�niry
Development
PREPARED
821 DOCK
TACOMA,
BY:
15
STREE
WA
CIVIL
DEVELOPMENT
ENGINEERING, Pig
T, SUITE 207 PHONE (253) 228-0513
98402 www.DE—MALCOM
- GEC?ECHNICAL
PROJECT 111LE
E D M U N D SHORT PLAT
5155 S 160TH ST
T U K W I L L A, W A S H I N G T O N
PN: 5379200232
APPROVALS
Job No.:76 273
REASONS
SIGNATURE:
E G F
Q� ap was , ti,
J ``�jf, CI 0
���E�
.��0
>>ONAL cN'j\�.
140n
Pro}Manager.
Drown: CTD
Reviewed WGC
D.y � wcc
Data 12/22/16
Seale: 1' = 20'
16-273
SHEET 1111E
CIVIL
UTILITY PLAN
SHEET N0.
SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.
�/7 -vGZZ
City of Tukwila
REVISION SUBMITTAL
Department of Community Development
PLANNING DIVISION
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Revision submittals must be submitted in person at the Permit Center,
ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM.
Revisions will not be accepted through the mail, email, fax, etc.
Date: 7(g.7(
Permit Number:
2- / 6 60 o2
Project Name: 71i /V O
Project Address: j l . j / '
d Sr --
Project Contact: 7"/11-A2 & /A/� /( Contact Phone number: 0156 -- 2-g /-7‘
City Planner:
PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION
❑ Response to Preliminary Approval
❑ Response to letter requesting additional information (Please attach a copy of the letter)
Final Short Plat Submittal
Summary of revision/response submittal:
5170reS GornpleI P-eactt(" i€r
Received at the City of Tukwila Permit Center by: (r a
r),_c-e?
❑ Entered in TRAKiT on
W:\@SHAREPOINT FOLDER RESTRUCTURE \Reference\APPLICATIONS - Land Use Apps & Handouts\Revision Submittal Form.doc
Revised: March 2014
Jonathan Joseph
From: Meredith Sampson
Sent: Tuesday, September 18, 2018 2:11 PM
To: Jonathan Joseph
Subject: Fw: L18-0054 short plat -- language regarding utility extension
utility extension language
From: David McPherson
Sent: Wednesday, September 5, 2018 1:28 PM
To: Meredith Sampson
Subject: Re: L18-0054 short plat -- language regarding utility extension
Meredith,
Ref. - L18-0054 short plat -- language regarding utility extension.
The following statement looks good for Public Works.
"Utilities, including but not limited to water and sanitary sewer, shall be extended to Lot 2 as part of the
future Building permit for Lot 2."
Let me know if you have questions/comments. WLA (Wl- `e � (S IC-h
Thank you.
Dave
David McPherson
Development Engineer
City of Tukwila
6300 Southcenter Blvd #100
Tukwila, WA 98188
ph: (206) 431-2448 1 fx: (206) 431-3665
David. McPherson(cr�TukwilaWA.gov I www.tukwilawa.gov
**NEW EMAIL ADDRESS AND WEB ADDRESS!**
From: Meredith Sampson
Sent: Wednesday, September 5, 2018 9:37 AM
To: David McPherson
Subject: L18-0054 short plat -- language regarding utility extension
Hey Dave,
I drafted a preliminary approval letter for short plat L18-0054, and Minnie thought I should include something
regarding extending utilities to Lot 2. I attached the letter, with the note I made about utility extension
highlighted. If there is language that you would prefer me to use let me know, otherwise I will send it off.
Thanks!
Meredith Sampson
1
Assistant Planner I City of Tukwila
6300 Southcenter Blvd, Suite 100 I Tukwila, WA 98188
2
After recording
please return to:
Phil Sargent/Dryco
827 Main St, Suite A
Sumner, WA 98390
PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT
AND MAINTENANCE AGREEMENT
Reference City of Tukwila Short Plat No. LL17-0022
GRANTOR: Kevin Li — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-0022)
GRANTEE: Kevin Li — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-0022)
Grantor Legal Description
Lot 1 of City of Tukwila Short Plat LL 17-0022 recorded under King County Recording No.
Being within the NW1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
Grantee Legal Description
Lot 2 of City of Tukwila Short Plat LL 17-0022 recorded under King County Recording No.
Being within the NW1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned
owner (grantor) in fee simple of the land described herein.
And is for the benefit of the Grantee's property.
For and in consideration of the mutual covenants, an agreement hereinafter expressed and other
good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the
parties hereto agree as follows:
1. The owner of the above described land does hereby define, grant and convey to the present
and future owner(s) (Grantee) of the land described as follows:
Page 1 of 3
An exclusive perpetual Ingress/Egress and Utilities Easement over, across, along, in, upon and
under that portion of said Grantor's land described as follows:
INGRESS/EGRESS AND UTILITIES EASEMENT OVER A PORTION OF LOT 1 OF
CITY OF TUKWILA SHORT PLAT L17-0022.
LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA:
The Westerly 20 feet of Lot 1 of City of Tukwila Short Plat LL 17-0022 recorded under King
County Recording No.
2. This easement is for the sole purpose of the construction, use and maintenance of an
Ingress/Egress and Utilities Easement.
3. Grantee shall install any improvements in said Ingress/Egress and Utilities Easement at its
sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair
and maintenance or repair of said Ingress/Egress and Utilities Easement.
4. Grantee shall hold Grantor harmless from and against any and all claims which may be made
against Grantor arising out of the installation, operation, maintenance or repair or said
Ingress/Egress and Utilities Easement.
5. The herein easement and agreement may be amended only with the written agreement of the
Grantee herein, his heirs and/or assigns.
6. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine
of merger.
This easement agreement shall run with the land and shall be binding on all parties having or
acquiring any right, title or interest in the land described herein or any part thereof.
Page 2 of 3
IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this
day of , 2018.
Authorized Signature
Authorized Signature
STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that
and
is/are the person(s) who appeared before me and said individual(s) acknowledged that
he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act
for the uses and purposes mentioned in this instrument.
Dated
Notary Public in and for the State of Washington
residing at
My appointment expires
Page 3 of 3
After recording
please return to:
Phil Sargent/Dryco
827 Main St, Suite A
Sumner, WA 98390
PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT
AND MAINTENANCE AGREEMENT
Reference City of Tukwila Short Plat No. LL17-0022
GRANTOR: Kevin Li — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-0022)
GRANTEE: Kevin Li — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L17-0022)
Grantor Legal Description
Lot 1 of City of Tukwila Short Plat LL 17-0022 recorded under King County Recording No.
Being within the NW 1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
Grantee Legal Description
Lot 2 of City of Tukwila Short Plat LL 17-0022 recorded under King County Recording No.
Being within the NW1/4 of the NW1/4, Sec. 26, T.23N, R.04E., W.M.
THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned
owner (grantor) in fee simple of the land described herein.
And is for the benefit of the Grantee's property.
For and in consideration of the mutual covenants, an agreement hereinafter expressed and other
good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the
parties hereto agree as follows:
1. The owner of the above described land does hereby define, grant and convey to the present
and future owner(s) (Grantee) of the land described as follows:
Page 1 of 3
•
An exclusive perpetual Ingress/Egress and Utilities Easement over, across, along, in, upon and
under that portion of said Grantor's land described as follows:
INGRESS/EGRESS AND UTILITIES EASEMENT OVER A PORTION OF LOT 1 OF
CITY OF TUKWILA SHORT PLAT L17-0022.
LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA:
The Westerly 20 feet of Lot 1 of. City of Tukwila Short Plat LL 17-0022 recorded under King
County Recording No.
2. This easement is for the sole purpose of the construction, use and maintenance of an
Ingress/Egress and Utilities Easement.
3. Grantee shall install any improvements in said Ingress/Egress and Utilities Easement at its
sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair
and maintenance or repair of said Ingress/Egress and Utilities Easement.
4. Grantee shall hold Grantor harmless from and against any and all claims which may be made
against Grantor arising out of the installation, operation, maintenance or repair or said
Ingress/Egress and Utilities Easement.
5. The herein easement and agreement may be amended only with the written agreement of the
Grantee herein, his heirs and/or assigns.
6. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine
of merger.
This easement agreement shall run with the land and shall be binding on all parties having or
acquiring any right, title or interest in the land described herein or any part thereof.
Page 2 of 3
•
IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this
day of , 2018.
Authorized Signature
Authorized Signature
STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that
and
is/are the person(s) who appeared before me and said individual(s) acknowledged that
he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act
for the uses and purposes mentioned in this instrument.
Dated
Notary Public in and for the State of Washington
residing at
My appointment expires
Page 3 of 3
Memorandum
September 6, 2018
TO : Henry Hash via David McPherson
Jay Whittwer via Don Tomaso
Richard Takechi
From: Jonathan Joseph
RE: Edmund Short Plat
Date: September 6, 2018
File: L17-0022
The above referenced short plat is ready for final approval. Attached are the documents for recording.
Please indicate your approval by putting your initials next to your name below. If you do not approve,
please indicate any additional requirementsp4Iow.
Approved by Henry Hash
Approved by Jay Whittwer
Approved by Richard Takechi cZS
Roady ftr
Minnie:5
Iflt+Ls t
Uas
st 9nit+urc.
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
NOTICE OF DECISION
August 28, 2017
Kevin Li
4509 S Holden St
Seattle, WA 98118
RE: Short Plat L17-0022
5155 S 160th Street, Tukwila WA 98188
Parcel Number 5379200232
Dear Mr. Li,
The Short Subdivision Committee has completed review of your short plat application (No. L17-0022), 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. 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
1. The following corrections are required on the proposed drawings:
a) Fire Access Road: All dead-end fire apparatus access roads in excess of 150 feet in length '"
shall be provided with an approved turnaround.
b) Short Plat Map 2 of 2-Add Sanitary Sewer Easement and Maintenance Agreement NOTE on
short plat map.
Sample: FOR INFORMATION ONLY
"The cost of maintenance, repair or reconstruction of that portion of the sewer used in common,
located inside the private side sewer easement, shall be borne in equal shares, except that the
owners of any lower parcel shall not be responsible for the part of the sewer above their \/
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 2
connection, and when necessary to repair, clean or reconstruct the sewer, the parties to this
agreement shall have right of entry for this purpose."
Contact Valley View Sewer District at 3460 South 148th Street, Suite 100, Tukwila WA 98168;
(206) 242-3236 to verify above language. Valley View Sewer District may require a separate
Sanitary Sewer Easement and Maintenance Agreement document to be recorded at the King
county recorder's office.
c) Short Plat Survey Map 1 thru 3 of -Add L17-0022 to Short Plat Number.
d) Revise Surveyor's Certificate to comply with City of Tukwila format. See TMC 17.04.060.B.3-
enclosed.
e) Provide new legal description of Short Plat Survey Map.
f) New legal description for Lot 1, should include "subject to"- reference the Private 20'
Ingress, Egress & Utility Easement.
g) New legal description for Lot 2 should include "together with"- reference the Private 20'
Ingress, Egress & Utility Easement.
h) Short Plat map should be revised base on City of Tukwila short plat template.
i) Provide NOTE on final short plat map, "comply with Geologic Assessment Report, by
Development Engineering, PLLC; dated December 21, 2016, and subsequent geotechnical
reports. "
j) Provide NOTE on final short plat map, "Per City of Tukwila undergrounding Ordinance, all'
utilities shall be placed underground."
k) Provide NOTE on final short plat map, "No parking allowed in access easement."
1) Provide TUKWILA SHORT PLAT COMMITTEE APPROVAL signature block on Final Short Plat
map (see enclosed sample)
2. Demolition permits are required to remove any existing structure. Demolition of structures over
200 square feet and/or connected to utilities requires a Demolition permit. Please contact the
Building Division at 206.431.3670.
3. After the demolition is complete, a final inspection must be scheduled and completed:,
4. Demolished old structure must be taken off the final plans to be signed. ✓
5. Provide a draft copy of the 20' Private Ingress, Egress & Utilities Easement and Maintenance
Agreement within new Lot 1 for the benefit of new Lots 1 and 2.
(a) This document shall be recorded prior to recording of Final Short Plat Map, and the
recording number be shown on the short plat map.
(b) the 20' Private Ingress, egress & utilities Easement and maintenance Agreement should
include language stating who will maintain the paved area and utilities, and by what portion.
(See sample -enclosed)
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 3
6. Lot 1 Address to remain 5155 South 160 Street; Lot 2 shall be assigned the address of 5159
south 160th Street. This shall be placed on the recording documents.
7. Fire Sprinkler System: An approved automatic sprinkler system shall be installed in new -one
family dwellings and townhouses.
8. Fire ladder access The final grading plan must show a flat area below and second story rescue
windows for Fire Department ground ladder placement. If unable to provide a suitable flat area
adjacent to the house, please contact the Tukwila Fire Marshall's Office.
9. Applicant shall obtain a permit from Highline Water District for water service installation.
10. Applicant shall obtain a permit from Valley View Sewer District for sanitary sewer service
installation.
Informational Items:
1. The two subject parcels are under different ownership. Both owners will need to sign the final
Survey Site Map. Change the signature block on the survey map for additional signatures.
2. The applicant shall apply for a Public Works (PW) type 'C' permit 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. Staff shall hold a pre -construction meeting with applicant
as part of PW permit approval.
3. Future residence requires a sanitary sewer permit from Valley View Sewer District and water
service/water meter permit from Water District #125.
4. Proposed homes shall meet TMC 18.50.050 design standards. These will be reviewed at the
time of building permit review.
5. Applicant shall contact Post Master at 1.800.275.8777 for mailbox location approval.
6. For short plat developments of four single-family homes of less and individual single-family
homes, fire hydrants shall be placed so that a hydrant is no more than 250 feet by line of
vehicular travel to the nearest point of the building. For developments greater than four
single-family homes, the hydrant shall be no more than 150 feet by line of vehicular travel to
the nearest point of the building.
NEXT STEPS:
1. Construction permits: Install all required site improvements, including those proposed in the
application and those identified above as conditions of approval. You will need to obtain all
required permits prior to beginning any construction. For City of Tukwila utilities, contact Tukwila
Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. For utilities provided by
other entities, contact the individual providers.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of (Decision -Kevin Li
August 28th, 2017
Page 4
2. Final Approval: Submit documents for final approval. After installing the required site
improvements and complying with the conditions of approval submit the necessary short plat
documents (survey, legal descriptions, and other required paper work) for city signatures. 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 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.
3. 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.
EXPIRATION OF PRELIMINARY APPROVAL
The final approved short plat must be filed with the King County Department of Records within 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.
APPEAL RIGHTS
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 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. 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.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Notice of Decision -Kevin Li
August 28th, 2017
Page 5
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 per the current fee schedule, additional hourly charges may apply. In addition all hearing
examiner costs will be passed through to the appellant.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing
Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the
outcome of the administrative appeal process may file an appeal in King County Superior Court from the
Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW 36.70C.
An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal.
If you have any questions about this matter please direct them to the project planner, Jonathan Joseph. He
. can be reached by phone at 206-431-3662, or Jonathan.Joseph@TukwilaWA.gov.
Sincerely,
t
"' Jack Pace
Chair, Short Subdivision Committee
cc: Bob Giberson, Public • rks Director (please initial your approval)
Jay Whittwer, Fire Chief t,
Kevin Li, Owner
King County Assessor, Accounting Division
please initial your approval)
Phone: 206-433-1800 • Email: Mayor@TukwitaWA.gov • Website: TukwitaWA.gov
L 17 — 0022
5155 S. 160 Street
The following address has been assigned for Lot 2 for this short plat.
MEMORANDUM
www.tukwila(a,tukwilawa.gov
Development Guidelines and Design and Construction Standards
TO: PLANNING DEPT. — Jonathan Joseph, Planner
FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer
(206) 431-2448 david.mcpherson@tukwilawa.gov
DATE: June 12, 2018
SUBJECT: Edmund — 2 Lot Short Plat at 5155 S. 160t' Street
TL no. 537920-0232
Short Plat and Miscellaneous Comments
Short Plat — L17-0022
Public Works has the following Final Short Plat comments.
Prior to Final Short Plat, the following comments need to be addressed for Public Works.
Short Plat Survey Map
1. Provide new legal descriptions on Short Plat Survey Map.
2. Short Plat Map sheet 2 of 2 — Add Sanitary Sewer Easement and Maintenance Agreement NOTE
on short plat map. SAMPLE from Valley View Sewer District (for information only) follows —
"The cost of maintenance, repair or reconstruction of that portion of the sewer used in common,
located inside the private side sewer easement, shall be borne in equal shares, except that the
owners of any lower parcel shall not be responsible for the part of the sewer above their
connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this
agreement shall have a right of entry for that purpose." Contact Valley View Sewer District at
3460 S. 148' Street, Suite 100, Tukwila, WA 98168; (206) 242-3236 to verify above language.
Valley View Sewer District may require a separate Sanitary Sewer Easement and Maintenance
Agreement document to be recorded at the King County Recorder's Office.
3. Provide a draft copy of the 20' Private Ingress, Egress, & Utilities Easement and
Maintenance Agreement. Within new Lot 1 for the benefit of new Lots 1 and 2. (1)
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. (2) The 20' Private Ingress, Egress,
& Utilities Easement and Maintenance Agreement should include language stating who
will maintain the paved area and utilities, and by what portion. (See sample —
enclosed.)
Page 1 of 2
Se
4. Provide 20' ACCESS AND UTILITIES EASEMENT & MAINTENANCE
AGREEMENT note on short plat map. SAMPLE (for information only) follows:
"THIS SHORT PLAT CONTAINS A 20' ACCESS AND UTILITIES EASEMENT
FOR THE BENEFIT OF THE OWNERS OF LOTS 1 AND 2 OF THIS SHORT
PLAT. OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT
INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE
MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION,
MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS
CONTAINED THEREIN."
5. Provide note on Final short plat map. "No Parking allowed in the access easement".
6. New legal description for Lot 1, should include `subject to' — reference the Private 20' Ingress,
Egress, & Utilities Easement.
7. New legal description for Lot 2, should include `together with' — reference the Private 20'
Ingress, Egress, & Utilities Easement.
8. Provide note on Final short plat map. "Comply with the Geologic Assessment Report, by
Development Engineering, PLLC; dated December 21, 2016, and subsequent geotechnical
reports."
9. Provide TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL signature block on
Final short plat map. (See enclosed sample)
10. Provide note on Final short plat map. "Per City of Tukwila Undergrounding Ordinance all
utilities shall be placed underground".
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