HomeMy WebLinkAboutPermit L08-011 - DICKINSON SCOTT - DO SHORT PLATHIEP DO LAND DIVISION LAND DEVELOPMENT
4044 S 152 ST
4-LOT SHORT PLAT
L08 -011
THIS FILE ALSO INCLUDES A CD LOCATED WITH DCD IN LAND USE CD FILE
AT FRONT DESK
Page 1 of 1
DCD- Intern Intern - Hiep Do Short Plat L08 -011
From: DCD- Intern Intern
To: melody @cramernw.com
Date: 08/25/2009 5:40 PM
Subject: Hiep Do Short Plat L08 -011
Hi Melody,
I am following up on the status of the Hiep Do Short Plat for the property at 4044 S 152nd St. On March 10,
2009 we received a request from you to extend the resubmittal time by 90 days. A 90 -day extension was
granted from the day the request was received, making the deadline June 8, 2009.
As I understand from the voicemail you left today, the applicant still wishes to proceed with the project and has
gathered nearly all of the information that was requested in the June 20, 2008 Request for Additional
Information. Because of the unusual economic circumstances, we can allow one fina /extension of 30
days. Revisions addressing all issues that were raised in the June 20, 2008 letter should be received by
September 24, 2009. If the applicant fails to provide the requested information by this date, the file will be
closed, and a new application will be required to move forward with the development project. Please let me
know if I can expect to receive the necessary revisions, or if I should close the file now.
Sincerely,
Courtney
Courtney Thomson
Planning Intern
City of Tukwila
(206) 431 -2164 ext. 1676
cthomson @ci. tukwila.wa. u s
file : / /C:\ temp\ XPGrpWise\4A942223tuk-mail6300-po 1001376F761653 51 \GW } 00002.H... 09/01/2009
March 27, 2009
City of Tukwila
Department of Community Development
Melody Saucedo
Cramer Northwest, Inc.
945 N. Central #104
Kent, WA 98032
RE: Hiep Do Short Plat 90 -day extension
File Number L08 -011
Dear Ms. Saucedo,
Jim Haggerton, Mayor
Jack Pace, Director
On March 10, 2009 we received your request to extend the deadline for submitting additional information. We
have granted a 90 -day extension from the day the request was received, so revised plans must be received no later
than June 8, 2009. Please ensure that the revisions address all issues that were raised in the June 20, 2008 request
for additional information.
If you have any questions regarding this letter, please contact Courtney Thomson at (206) 431 -2164 or by email at
cthomson @ci.tukwila.wa.us.
Sincerely,
GtAVitel ' 'flf -a_
Courtney Thomson
Planning Intern
ct Page 1 of 1
P: \Users \Courtney \L08 -011 extension.doc
03/27/2009
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 -431 -3665
Cramer Northwest, Inc.
Surveyors 'Planners ®Engineers
March 6, 2009
Brandon Miles
City of Tukwila
6300 Southcenter Blvd. #100
Tukwila, WA 98188
Re: Hiep Do Short Plat L08 -011 60 -90 day extension
Dear Brandon,
'MAR 10 2009
CON..
DEVELG, ..
Due to the economy, bank loan processes, and financial down -turn, we are requesting to extend our
resubmittal time by and additional 60 -90 days. We have recently had a meeting with our client who is ready to
continue moving forward with the process to complete his Short Plat project with the City of Tukwila.
We have completed the majority of your June 20, 2008, request for additional information, and are
currently seeking a Landscape Architect to assist with the remaining needed information.
If you have any questions regarding this information please feel free to contact me or Terry Wilson.
Sincerely
Sauced'
g Assistant
945 N. Central, Suite #104 Kent WA 98032 (253) 852 -4880 Fax (253) 852 -4955
w«nv rramprncu, rnm F-mail- rni/arramornu, rnm
June 20, 2008
Scott Dickinson
945 N Central #104
Kent, WA 98032
RE: Short Plat Application, File Number L08 -011
Mr. Dickinson,
The Department of Community Development has completed review of your short plat application [L08-
011 ], and the following information is needed to further process your application:
1. The storm drainage design shown in Cramer Northwest Inc. Conceptual Drainage and Utility
Plan, sheet 1 of 1, revised on 6/28/07 is in conflict with Liu & Associates, Inc. October 5, 2006
Geotechnical Engineering Study. Please refer to enclosed comments for additional information.
2. Show all existing utilities so it can be determined if any of these services will require to be
relocated or if additional utility easements shall be created.
3. The shed shown at the southwest comer of Lot 2 needs to be shown as "To Be Removed"
4. The site plan needs to be revised to show all areas of 15% slope or greater to determine the site's
geological instability classification per TMC 18.45.120.
5. Show the cumulative grade and fill in total cubic feet for this entire short plat so it can be
determined if this project will require a SEPA determination and subsequent review.
6. The path of "Tract A: Joint Use Driveway" for access to Lots 1, 2, and 3 will require the removal
of trees T21, 22, 23, 24, 25, 26, 27. Show the location of the new trees required due to the
removal of these specified above [See TMC 18.54 — Tree Regulations]. Additionally, clearly
show all the trees that are proposed to be removed due to the placement of houses and paths of
ingress/egress on all lots and specifically show the location of all subsequent replacement trees
due to their removal. Removal of more than 4 trees and significant vegetation is regulated by
TMC 18.54 — Tree Regulations.
7. Specifically call out what will be done with the gravel path — "10' Easement no. 9210202572" —
along the east side of Lot 4. Additionally, show ingress/egress access path to the proposed house
on Lot 4. Specifically call out what will be done with the "3' -6' Wood Fence" along with trees
T34, 35, 36 along the south and east portions of lot 4 while addressing the ingress /egress access
for the house on this lot.
8. TMC 18.50.050 Single - Family Dwelling Design Standards [5.] states that all new single - family
dwellings must "have the front door facing the front or second front yard [...]." The front of the
lot is defined by the TMC as being the side of the lot adjacent to the public right -of -way. This lot
is not eligible for a second front because it faces only one right -of -way. Show the proper direction
for the placement of the house on Lot 1, facing South 152" St. Also, revise the dashed BSBL line
to reflect the LDR setbacks for front, sides and rear.
9. The site plan is unclear as to what will happen to the concrete path on lots 1, 3 and 4. Please
revise plans to specifically call out its removal or retention.
After addressing these issues in a revised set of plans, please resubmit them for further review. If you have any
questions regarding this project please contact your project planner Chris Beale at [206] 433 -7141.
Sincerely,
Chris Beale
FLOW SPREADER,
DTL 1/1
TL /0620
282
280
278
280
LOT 20 278
11 /0625
S8955J1'W 279.56'
18' 0.C.
2'
HOUSE IS 1.7'-2.1't
N. OF PROP. LINE
I S8906'001- 197.19'
60.00' -
OLD HOUSE
77.18'
CONCEPTUAL DRAINAGE AND UTILITY PLAN
FOR THE HIEP DO SHORT PLAT
LOCATED IN THE S.E. 1/4, OF THE N. W. 1/4,
OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
60.00'
LOT 3
11,0831 S0. FT.
HOUSE
FF.= 27881
LOT 78
20' PA
HOUSE
ONTO PROP
269.20
1p
ROCKERY WALL
24' DRIVEWAY
TACT
5,9161 S0. FT.
272
LOT
7,001 FT.
tih
R /0594
10' EASEMENT REC.
N0. 9210202572
SS ' is 0(77
0 ' ONTO PROP = 249.94
X WM FOR LO
DISTFBCT / 25 T1P By
97.20'
IMI
6' SS STUB OUT
9: 0 5' ONTO PR
2' grade
board notches
NOTE$:
1. This trench shall be constructed so
as to prevent point discharge and /or
erosion.
2. Trenches may be placed no closer
Non 50 feet to one another. (100 feet
along flowline)
3. Trench and grade board must be
level. Align to follow contours of site.
4. Support post spacing as required by
eo0 conditions to ensure grade board
remains level.
ASPHALT EDGE
ti
S.
SITE BENCHMARK '
SET 60D NAIL IN GAP. N8N89'06
• EL.= 265.25 U.S. FEET
61'/
ti
a,
2ND ST. o T 24
264415' (DIEMS) 264520' (1
6' SS STUB OUT
IE 0 TAP 24134
CONC. ROLLED CURE
ti
CONCEPTUAL DRAINAGE AND UTILITY PLAN
1 " =20'
galvanized bolts
2' x 12'
pressure
treated grade
board
pipe O.D.
1' -0
4' x 4' support post
m
filter fabric
4157E max for flow control /water quality
treatment in rural areas.
4' or 6' perforated
pipe laid flat
Wean (55% fines)
11%2-34 washed rock
SECTION A -A
NTS
DTL 1 /1. FLOW SPREADER
h'0
flow to second
dispersal trench
if necessary
type I CB
w /solid cover
O..
flow to other
branching CB's
as necessary
=0-
® /5
/4
notehed
erode boord
2 x 2' notches
18' 0.C.
EXISTING STRUCTURES
1: SSW
801 = 261.69
8' PVC E.W.S.
CTR OF CHANNEL = 25972
f2 C8
R91 = 280.74
12' RCP E= 278.94
12' RCP W.= 278.94
113 CS
RN = 259.12
12' RCP E. 257.47
12' RCP W.= 257.47
f4: CB
841 =251.95
12' RCP E= 249.74
12' RCP W.= 249.79
12' RCP N.= 249.81
12' DI S.W. =249.91
f5; CB
RIM = 252.04
INVS NOT AVAILABLE
16: SSMH
841 = 237.48
8' PVC N.E.S.
8' PVC W. 229.78
/7: SSMH
801 - 282.27
CTR. OF CHANNEL = 282.27
NEW STRUCTURES
CB1
819 = 267.0
IE -264.0
CB2
8194260.0
end cap or plug
clean out Wye from pipe
4' or 6' perforated plpe laid flat/level
type I C8 w /solid cover (locking)
A
Influent pipe (max design
flow 5 0.5 CFS per trench)
clean out wye from pipe
PLAN
pp NTS
TRENCHES FOOTPRINT (MAX) CANT FLbW'INTO4THESE TRENCHES.
A 50' TRENCH IS PROPOSED TO RECEIVE
NEARLY 3500 SF OF RUNOFF FROM THE nRIVFWAY IIIPROVFIARITS
!! ?AL/ ciIMPI11676/
'C ^::11:Yri3
LEGAL DESCRIPTION:
Vicinity Map
THE SCUM 207.50 FEET or LOW 18 AID U. etoar 4. FIST AMaON
TO ADAMS' NOME TRACTS ACOU1DOm TO 1HE PLAT TI@REOF RECORDED
N
MAN 12 OF PLATS PAGE 64 RECORDS Or MO MCNTY, tl7DW7OIC
(ALSO KNOWN AS LOT A OF UNRECORDED 06, COUNTS= LINE AD.0 57yEHT
NUBER 8603001, APPROVED ARIL 8, NIA BEN A REVISION OF INECORDED
PT TOME ADIOSL.EM MP/ 120044
TDOFA0ER WITH AN CASDEFIT FOR OGRESS AND EGRESS OADR THE WEST
10 FEET OF PROPERTY ADJOINED TO 77E FAST AS PROVIDED FOR BY
1167RUEMT RECORDED UDER RECORINO ND 9210202572
BENCHMARK:
caviar 3llh7E 877088186 NUMBER 8.7V-618
DATUM:
Nag Be
COI UR Dd7'ERVAL•
U.S. FEET
erC
cl
of
co
DOCV
DI
DS.
DENT
FD.
FFOC
Er
ENT
FL
l90NS
COMPACT CORNER
07708 BASB
CLASS
CLEAN OUT
STORM LRAM
DOUBLE DBE TOR (7161/ MutE
DUCTION
ORWEIWY
amaknoN
EASEMENT
EOUmaINE OREN JOON
FINN FLOOR
FIRE 717170147
8 FIANCE 8
INERT ELEN17101
MBAR FEET
LENDSCNNIN
LEGEND:
RSSCRI',YQN
=RR SERER
SANITARY SEWER
RATER
AC PAWN
COMP SIDEWALK
SPOT ELEVATIONS
commas
WPC
PPP OUCHEPSW
SW?ARY SEWER MENINX
WATER YALY£
EVE HtDRANT
UMW POLE
DECIDUOUS TREE
CONFER TREE
GUY WIRE POLE
GUY WIRE
WATER INTER
MANHOLE
OLta pi /I
840 A0e
RADIUS
t6RADIUS
ROff -OF -WAY
SANITARY SEM
SQUARE FEET
SIDEWALK
TOP OF CURB
TEST PIT
PRESS NOTED OTHERWISE
SOUTH
WEST
FAST
ORnl
W
NORTHWEST
SOUTHEAST
NORTHEAST
1DMT7E.tsr
so
0
0
•
•
CC
0
yiloh
1,10
J
rN Cramer Northwest Inc.
` ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL. STE. /t04, KENT, WA 98032
(253)852 -4880 (focal) or 1— (800)251 -0189 (loll fr..) (253)852 -4955 (fax)
E—MAIL: eniOcram.mw.aom
LWN BY:LLC CHECKED BT:LSK REV.: 6/28/07
1 NO.: 2005-030 SCALE: 1 'e20' SHEET: 1 of 1 DATE:10 /21/05
May 20, 2008
Mr. Scott Dickinson
945 N Central #405
Kent, WA 98032
Re: Short Plat Application. File number L08 -011
Dear Mr. Dickinson:
The Department of Community Development has completed review of your 4 lot short plat application
(No. L08 -011), and the following information is needed to further process your application:
1. The storm drainage design shown in Cramer Northwest Inc. Conceptual Drainage and Utility
Plan, sheet 1 of 1, revised on 6/28/07 is in conflict with Liu & Associates, Inc. October 5,
2006 Geotechnical Engineering Study. Please refer to enclosed comments for additional
information.
2. Show all existing utilities so it can be determined if any of these services will require to be
relocated or if additional utility easements shall be created.
After addressing the information above, additional comments will be provided to complete this
application process.
If you have any questions about this matter, feel free to contact Minnie Dhaliwal at (206) 431 -3685.
Sincerely,
Tessa Greegor
Enclosures: Review of Geotechnical Engineering Study
Conditional requirements in accordance with Fire Department regulations
P: \Tessa \Current Planning \DickinsonShortPlat.doc 05 /20/2008
DATE:
PROJECT:
PUBLIC WORKS DEPARTMENT COMMENTS
May 1, 2008
Hiep Do 4 Lot Short Plat
4044 S 152 "d St
PERMIT NO: L08 -011
PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions
regarding the following comments.
1) Storm drainage design is a critical element of this short plat. Storm drainage design shown
Cramer Northwest Inc. Conceptual Drainage and Utility Plan, sheet 1 of 1, revised on
6/28/07 is in conflict with Liu & Associates, Inc. October 5, 2006 Geotechnical
Engineering Study. Plan shows individual spreaders for three newly created lots and
common access, while the Geotech Study on page 13 states that "Storm water thus collected
should be tightlined to discharge into a storm sewer or a suitable storm water disposal
facility ". Subject property is within Level 2 Detention Area, see attached Figure 4, page 53
of PW Development Guidelines. Please note that the November 15, 2005 Level 1 Drainage
Analysis prepared by Cramer Nortwest Inc., TASK 5 last sentence of 1st paragraph
mentions runoff to be controlled via tight lining the downspouts to the existing storm system
in South 152nd Street.
2) Show all existing utilities (water, sewer, storm drainage, gas, power /telecommunication)
so it can be determined of any of these services will require to be relocated or additional
utility easement(s) shall be created.
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
NOTICE OF COMPLETE APPLICATION
March 24, 2008
Mr. Scott Dickinson
945 N. Central # 104
Kent, WA 98032
Subject: 4 Lot Short Plat
L08 -011
Dear Mr. Dickinson:
Your application for a 4 lot short plat is considered complete on March 24, 2008 for the purposes of
meeting state mandated time requirements.
This determination of complete application does not preclude the ability of the City to require that
you submit additional plans or information, if in our estimation such information is necessary to
ensure the project meets the substantive requirements of the City or to complete the review process.
This notice of complete application applies only to the permits identified above. It is your
responsibility to apply for and obtain all necessary permits issued by other agencies.
I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to
call me at (206) 431 -1681.
Sincerely,
Tessa Greegor
Planner
cc. L08 -011
Page 1 03/24/2008
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
City of Tukwila
Department of Community Development
8300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplanOtukwila.wa.us
SHORT PLAT NUMBER
DECLARATION:
KNOW ALL MEN BY THESE PRESENT THAT WE. THE UNDERSIGNED. OWNER(s) IN FEE SIMPLE OF THE LAND
HEREIN DESCRIBED DO HEREBY MAIZE A SHORT SUBDIVISION THEREOF PURSUANT TO RCN 58.17.060
AND MJWOWLEDGE 111AT SAID SUMMON SHALL NOT BE FURTHER DMDED IN ANY MANNER WITHIN
A PERIOD OF FIVE YEARS, FROM DATE OF RED. WITHOUT THE FLING OF A FINAL RAT. THE UNDERSIGNED
FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAD SHORT SUBOMSION
AND THE SAME 15 MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE HAVE SET OUR WWEIS AND SEALS.
HIEP A DO
STATE OF WASHINGTON
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE MF
TO ME KNOWN TO BE THE INDMDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT
AND ACI040WIEDGED THAT H SIGNED THE SAME AS HIS /HER VOLUNTARY ACT AND DEED
FOR THE USES AND THEREIN MENTIONED.
GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 20-
SIGNATURF•
NAME AS COMM5SK>HED•
1IRc.
MY APPOINiMENT EXPIRFc
STATE OF WASHINGTON
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME
TO ME KNOWN TO BE THE INDMDUAL WHO DOMED THE WITHIN AND FOREGOING INSTRUMENT
AND MJIXOWLEDCED THAT HE/SHE SIGNED THE SAME AS 1115/1184 VOLUNTARY ACT AND DEED
FOR THE USES AND PURPOSES THEREIN MENTIONED.
GIVEN UNDER MY HAND AND OFFICAL SEAL TINS DAY OF 24_
SIGNATURE;_
NAME AS COMMISSIONED-
TMF
MY APPOINTMENT
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 CORNERS STAKED ON THE GROUND
AS DEPICTED ON THE PLAT.
TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL
REVIEWED AND APPROVED BY THE SHORT SUBDMSON COMMITTEE AND HEREBY CERTIFIED FOR RUNG
TIN5 DAY OF
20
CHAIRPERSON, SHORT SUBDIVISION COMMITTEE
CITY OF TUKWILA SHORT PLAT
FOR HIEP DO
LOCATED IN THE S.E. 1/4, OF THE N. W. 1/4,
OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
APPROVALS:
KING COUNTY FINANCE DIVISION
I CERTIFY THAT ALL PROPERTY TAXES ARE 0N0 MD THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT
AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL
ASSESSMENTS CERTIFIED TO THIS OFFICE FUR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS
ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS. ALLEYS, OR FOR OTHER PUBUC USE
ARE PAID IN FULL.
THIS
DAY OF 20
KING COUNTY TREASURER DEPUTY KUNG COUNTY TREASURER
LEGAL DESCRIPTION (OLD):
THE SOUTH 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDMON
TO ADAMS' HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 12 OF PLATS. PAGE 50, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE EAST 60.00 FEET OF SAID 1..05 is
(ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY LOT UNE ADJUSTMENT
NO. 8603001, APPROVED APRIL 8, 1986, BENG A REVISION OF UNRECORDED
LOT UNE ADJUSTMENT N0. 1285062).
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE 165ST
10 FEET OF PROPERTY ADJOINING TO THE EAST AS PROVIDED FOR BY
INSTRUMENT RECORDED UNDER RECORDING N0. 9210202572.
LEGAL DESCRIPTIONS (NEW):
LOT 1:
A PORTION OF THE SOUTH 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION
TO ADAMS' HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
OF PUTS PAGE 50, RECORDS OF KING COJNIY, WASHINGTON; EXCEPT 111E EAST 60.00
FEET OF SAID LOT 18; DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHWEST CORNER CF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 89'06'00' EAST ALONG THE SOUTH LINE THEREOF 24.02 FEET 7O THE POINT OF BEGINNING;
THENCE NORTH 0012'10 EAST J9.67 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00
FEET AND A CENTRAL ANGLE OF 90'41'51';
THENCE ALONG SAID CURVE 31.68 FEET;
THENCE SOUTH 89'06'00 EAST 15.74 FEE.
THENCE NORTH 0012'10' EAST 4.00 PE7
THENCE SOUTH 89'06'00 EAST 77.19 FELT
THENCE SOUTH 00'12'07' WEST 63.92 FEE TO A POINT ON THE SOUTH LINE THEREOF;
THENCE NORTH 89'06'00 WEST ALONG 5410 SOUTH UNE 113.17 FEET 10 THE POINT OF 8E78NN1NG;
SUBJECT TO AN EASEMENT FOR DRAINAGE OVER THE FOLLOWING DESCRIBED PORTION THEREOF:
COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 69'06'00 EAST ALONG THE SOUTH UNE THEREOF 24.02 FEET TO THE POINT OF BEGINNING
THENCE NORTH 00'12.10• EAST 10.00 FEET'
THENCE SOUTH 89'06'00' EAST 99.67 FEET;
THENCE NORTH 40137'31' EAST 21.04 FEET;
THENCE SOUTH 00'12'07' WEST 26.30 FEET TO A POINT ON THE SOUTH UNE THEREOF;
THENCE NORTH 89'06'00 WEST ALONG SAE. SOUTH UNE 113.17 FEET TO 7145 POINT OF BEGINNING.
SITUATE IN THE CITY OF 7UKWITA, COUNTY OF KING, STATE OF WASHINGTON.
LOT 2:
A PORTION OF THE SOUTH 207.50 FEET OF LOTS 18 AND 19. BLOCK 4, FIRST ADDITION
TO ALUMS' HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
OF PLATS. PAGE 50. RECORDS OF KING COUNTY, WASHINGTON; EXCEPT T145 EAST 60.00
FEET OF SAID LOT 18; DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 89'06'00 EAST ALONG THE NORTH UNE THEREOF 60.00 FEET;
THENCE SOUTH 0012'10 WEST 123.60 FEET;
THENCE NORTH 89'06'00 WEST 60.00 FEE;
7715140E NORTH 00'12'10 EAST 123.60 FTZT TO THE NORTHWEST CORNER THEREOF
AND THE 501NT OF BEGINNING.
SITUATE IN THE CRY OF TUKWILA COUNTY OF KING STATE OF WASHINGTON.
LOT 3:
A P0RD0N OF 714E SOUTH 207.50 FEET 0'' LOTS 18 AND 19. BLOCK 4, FIRST ADOMON
TO ADAMS' HOME TRACTS, ACCORDING TO 1741E PUT THEREOF RECORDED IN VOLUME 12
OF PLATS, PAGE 50. RECORDS OF KING COUNTY, WASHINGTON; EXCEPT T145 EAST 60.00
FEET OF SAID LOT 18; DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 8906'00 E45T ALONG 7)1 NORTH UNE THEREOF 60.00 FEET
TO THE POINT OF BEGINNING
THENCE CONTINUING SOUTH 8906130 EASE 74.54 FEET;
THENCE SOUTH 00'12'07' WEST 143.60 FEET;
THENCE NORTH 89'06'00' WEST 74.54 FELT;
THENCE NORM 00'12'10 EAST 143.60 FEET 1O THE POINT OF BEGINNING.
SITUATE IN 1145 CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
1 VOLUME PAGE
KING COUNTY ASSESSORS APPROVAL
EXAMINED AND APPROVED 8Y THE DEPARTMENT OF ASSESSMENTS THIS
DAY OF 20
KING COUNTY ASSESSOR DEPUTY ASSESSOR
PARCEL NUMBER(S) 004100 -0600
LOT 4:
A PORTION OF THE SCUM 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION
TO ADAMS' HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
OF PUTS PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT 774E EAST 60.00
FEET OF 5410 LOT 18; DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 89'06'00' EAST ALONG THE NORTH UNE THEREOF 134.53 FEET
TO THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89ro6ro0• EAST 60.00 FEET TO THE NORTHEAST CORNER THEREOF;
THENCE 5041774 00'12'07 WEST ALONG THE EAST UNE 207.52 FEET TO THE SOUTHEAST CORNER THEREOF;
THENCE NORTH 89'06'00' WEST ALONG THE SCUM UNE MEREOF 60.00 FEET,
THENCE NORTH 00'12'07' EAST 207.52 FEET TO 171E POINT OF BEGINNING.
SUBJECT TO AN EASEMENT FOR DRAYAGE OVER THE FOLLOWING DESCRIBED PORTION THEREOF:
COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
THENCE SOUTH 81706130' EAST ALONG THE SOUTH UNE THEREOF 137.19 FEET TO 7145 POINT OF BEGINNIN G;
THENCE NORTH 0012'07' E45T 26.30 FEET;
THENCE NORTH 40'07'31' EAST 50.35 FEET;
THENCE SOUTH 49'52'29 EAST 16.88 FEET;
THENCE SOUTH 40'07'31' WEST 70.52 FEET 70 THE POINT OF BEGINNING.
SITUATE IN THE CITY OF RA MA COUNTY OF KONG, STATE OF WASHINGTON.
TRACT A JOINT USE DRIVEWAY:
A PORTION OF THE SOUTH 207.50 FEET OF L075 18 AND 19. BLOCK 4, FIRST ADDITION
TO ADAMS' NOME TRACTS. ACCORddw TO THE PLAT THEREOF RECORDED :.Y VOLUME 72
OF PUTS PAGE 50. RECORDS OF KING COUNTY, WASHINGT011$ EXCEPT THE EAST 60.00
FEET OF S4I1) LOT 18; DESCRIBED AS FOLLOWS
BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY,
THENCE NORTH 00'12'10' ALONG THE WEST UNE THEREOF 83.92 FEET;
THENCE SOUTH 89'06'00 EAST 60.00 FEET
THENCE 5011711 0O'12'10' WEST 24.00 FEET;
THENCE NORTH 89'06'00' WEST 15.74 FEET TO A CURVE TO THE LEFT HAVING A
RADIUS OF 20.00 FEET AND A CENTRAL ANGLE. OF 90'41'51';
THENCE ALONG SA1D CURVE 31.56 FEET;
THENCE SOUTH 00'12'10 WEST 39.67 FEET 70 A POINT ON THE SOUTH UNE THEREOF;
THENCE NORTH 89'08'00 WEST ALONG SA10 SOUTH LINE 24.02 FEET TO THE POINT OF BEGINNING
SITUATE IN 171E 011? OF TUKWILA. COUNTY OF MG, STATE OF WASHINGTON.
ZONING. SERVICE &
UTILITY INFORMATION:
NUMBER OF LOTS: 4
PROPOSED DENSITY: 3.76
PARENT PARCEL ZONED: LDR
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
SEWER SERVICE PROVIDER:
VALVUE SEWER DISTRICT
WATER SERVICE PROVIDER:
KING COUNTY WATER DISTRICT N0. 125
RECEIVED
MAR 0 K 2008
COM1UN.TY
DEVELCP1$201
N.T.S.
VICINITY MAP
SURVEY IN_ S'E__1 /4
OF WA /. 1/4
OF SECTION 22
T. 23 N.,
R._ 4 E., W.M.,
IN KING COUNTY,
WASHINGTON
RECORDING CERTIFICATE:
FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF
20 , AT MINUTES PAST M, AND RECORDED IN
VOLUME _OF PLATS, ON PAGE__, RECORDS OF KING COUNTY, WASHINGTON.
KING COUNTY MANAGER
SUPT. OF RECORDS AND ELECTIONS
HIEP DO
OWNER(S):
ADDRESS: 4044 S. 152ND : T.
CITY: TUKWILA
PHONF•
STATF:
206 -618 -1194
WASHINGTON yp. 98118
otriNT Cramer Northwest Inc.
Surveyors Planners & Engineers
945 N. CENTRAL. STE. /104, KENT; WA 08032
E-MAIL: onlOcromarew.com
(253)852 -4880 (local) or 1 800)251 -0189 (toll fne) (253)852 -4955 (fax)
DRAWN BY
T.E.C.
DATE
2/27/2008
CHECKED BY
0.B.H.
SCALE
1"=30'
JOB NUMBER
SHEET
2005 -030
1 OF' 2
PROJECT MANE 00 SP / /CREATED: Fd Mar 11 13:14:19 2005 //PREV. PLOT: Wed Feb 27 71 :42.50 2008 / /PL0T1flk Wad.. Feb. 27. 2004 11:53:54 \\Joe \ ATSIoda4Projects V005\2005-0304.0
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan @tukwila.wa.us
SHORT PLAT NUMBER
I\
CALM.
UDE7 C11ON
TREE LEGEND:
DECIDUOUS TREE
* CONIFEROUS TREE
T1: 28' FIR
72' 16' FIR
13: 2/16' BIRCHES
T4: 22' CHERRY
T5: 14' BIRCH
7B: 14' MAPLE
17: 16' BIRCH
18: 17' BIRCH
19: 14' BIRCH
T10: 12' BIRCH
T11: 14' BIRCH
T12: 28' F7R
713: 14' MAPLE
T14: 30' FIR
715: 26' RR
T16: 30' FIR
T17: 14' BIRCH
Ti& 10' JUNIPER
T19: 8' SPRUCE
120: 18' BIRCH
721: 18' BIRCH
722: 16' BIRCH
723: 14' BIRCH
124: 12' DECIDUOUS
725: 18' MAPLE
726: 13' FIR
727: 19' BIRCH
128: 18' BIRCH
729: 20' BIRCH
130: 14' BIRCH
731: 14' BIRCH
132: 20' BIRCH
133: 17' BIRCH
734: 17' BIRCH
735: 16' BIRCH
136: 15' BIRCH
® /2
1 FOUND CONCRETE LPoAVNENT
W/ 3' BRASS 115K 04 CASE
20Z SLOPE:
71. 40620
28
2
= 20X SLOPE
2705* SQ. FT. ON PROPERTY
CITY
LOCATED
OF SECTION 22,
n 40606
OF TUKWILA SHORT PLAT
FOR HIEP DO
IN THE S.E. 1/4, OF THE N. W. 1/4,
TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
S. 148Th( ST.
S88 NBVO'E 2649.07' GCALCTO 2649.00' IPLAT)
?C. f
NOUSE 5 1.7'-2fl I
K OF PROP. LDHE I
IL. 10605
270
S89 '06 WE 197.19'
.712
T13
x268
i
r
it
r
a 4,96C79
278
280' 120
LOT 20 27&
6-
11. ✓7625
107 f6
71-40544
27
S89 5531V 27956',••••••••• ----
49'1MLT
--MET? 9ff' PAINT M92(
/1 1439 O6 ti0'N 2644.15' OFASJ "264520' 6iAt-
SOUTH 152ND STREET
DRAINAGE STRUCTURE:
/1: 557414 /4: CB
RIM = 261.69 RIM - 251.95
8' PVC E.W..S. 12' RCP E. 249.74
CTR. OF CHANNEL = 250.72 12' RCP W. 249.79
12' RCP N.- 249.81
/2: C8 12' DI S.W. = 249.91
RIM = 280.74
12' RCP E. 278.94 /5: CB
12' RCP W.- 278.94 RIM. = 252.04
INV'S NOT AVAILABLE
, A9iNLT EDGE
® 15
f4
ti
9/E 6DA7IwRK
SET 600 M. IN GAP.
fLa 26525 U.S. FEET
/3: CB
RIM 259.12
12' RCP E.= 257.47
12' RCP W. 257.47
INSTRUMENTATION:
INSTRUMENT USED:
GEOMETER 600
FIELD SURVEY
CONTROL METHOD:
CLOSED LOOP TRAVERSE
MINIMUM CLOSURE 1:22.000
IN COMPLIANCE WITH
REQUIREMENTS OF
W.A.C. 332 -130 -090
OWNER(S): HIEP DO
ADDRESS- 4044 S. 152N0 ST.
CITY' nm7A
PHONE: 206- 618 -1194
T
1
20381'
SURVEY IN S•E• 1/4 OF N•W1 /4
OF SECTION 22
IN KING COUNTY, WASHINGTON
DRAWN BY
T.E.C.
DATE
IVOLUME PAGE
GRAPHIC SCALE
30 0
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
OF SOUTH 1521113 JNat, BEING NORTH 89'06'00' WEST AS
SHOWN ON THE PLAT OF ADAMS' HOME TRACTS RECORDED
IN VOLUME 12 OF PLATS. AT PAGE 50. RECORDS OF saw
COUNTY, WASHINGTON.
REFERENCE SURVEYS:
1. PLAT OF ADAMS HOME TRACTS VOLUME 12. PAGE 50.
2. (REC. NO. 2001054900014) VOLUME 145. PAGE 42.
NOTES:
1. MONUMENTS LAST VISITED ON 4 -11 -2000.
2. THERE ARE NO TREES IDENTIFIED IN THE SENSRIVE AREAS.
3. NO MONUMENTS W/ I44D 8J/91 COORDINATES WITHIN 1 MILE
OF PROPERTY.
1' =30'
30
VERTICAL DATUM:.
NORTH AMERICAN VERTICAL DATUM OF 1988.
BENCHMARK
COY OF SEATTLE BENCHMARK NO. 9.3V -516
FOUND CONCRETE MONUMENT W/ 3' BRASS DISK IN 0450
AT SOUTH 152140 STREET AND 32140 AVENUE SOUTH
ELEVATION = 391.67 U.S. FEET.
5111': BENCHMARK
SET 60D NML IN GUY ANCHOR POLE
ELEVATION = 265.25 U.S. FEET
CONTOUR INTERVAL:
2.00 U.S. FEET.
PARENT PARCEL:
TL /004100 -0600
40.917.76 5Q. FT.
LEGEND:
• FOUND MONUMENT AS DESCRIBED
o SANITARY SEWER MANHOLE
A CLEANOUT
® CATCH BASIN
♦ FIRE HYDRANT
O WATER VALVE
LSD WATER METER
OC WATER FAUCET
GO GAS VALVE
10 GAS METER
Ea POWER METER
$ UTIUIY POLE
e GUY ANCHOR POLE
y GUY ANCHOR
-E}- 3' -6' W000 FENCE
--117- 4' WIRE FENCE
m= ROCKERY
UNDERGROUND UTILITY LEGEND:
- 0- UNDERGROUND G4S UNE
-W- UNDERGROUND WATER LINE
-e- UNDERGROUND TELEPHONE LINE
- S- UNDERGROUND SANITARY SEWER UNE
Is ' TEE' CONNECTION MARK AS DESC/IB ,!ij/ED
t t R 0 5 27Il8
COlvdiUNIT!
DEVELOPiviaiT
714 Cramer Northwest Inc.
Surveyors Planners & Engineers
945 N. CENTRAL. STE. /104, KENY, WA 98032
E MAIL• cnlOcramemw.com
(253)852 -4880 (local) or 1- (8000)251 -0189 (toll free) (253)852 -4955 (fax)
2/27/2008
JOB NUMBER
2005 -030
STATE: WASHINGTON ZIP: 98118
EXPIRES 07/2212008 CHECKED BY O.B.H. SCALE 1' =30'
SHEET
20F2
PROJECT NAME 00 SP / /CREATED: Fri Mw 11 13:14:19 2005//PREV. PLOT: Wed Fab 27 11:54:01 2008//PLOTTED Wad.. Feb. 27, 2008, 12:01:29
\ \Jos \a\ 7140d61\Pmlects\2005 \200E-030.Pro
Department or community lievelopment
"' 40 Southcenter Boulevard, Tukwila, WA 98188
Tee hone (206) 431 -3670 FAX (206) 431 -3665
E —mail: tukplan @tukwila.wa.us
'LAT NUMBER
',EE LEGEND:
DECIDUOUS TREE
CONIFEROUS TREE
28' RR
16" FIR
2/18" BIRCHES
22" CHERRY
14' BIRCH
14' MAPLE
16' BIRCH
1 r BIRCH
14" BIRCH
• 12" BIRCH
• 14' BIRCH
• 28" FIR
• 14" MAPLE
• 30' FIR
• 26" FIR
30" RR
14" BIRCH
10" JUNIPER
8" SPRUCE
18" BIRCH
18" BIRCH
16' BIRCH
14" BIRCH
: 12" DECIDUOUS
: 18" MAPLE
13" FIR
19" BIRCH
18" BIRCH
: 20" BIRCH
14" BIRCH
20% SLOPE:
71. 10620
= 20X SLOPE
2,7051 SQ. Ff. ON PROPERTY
LOCATED IN THE
OF SECTION 22, TOWNSI
KING C!
S. 14811-1 ST.
SB8 '48'007 2649.07' (CALC D) 2649.00' (PLAT)
GL vv 2 of
TL #0606
HOUSE IS 1.7' -2.11
1L 10605
[270
007197.19'1T13
T»
TL x0625
LOB-o
I
ACTS, ACCORDING TO :Ht PLAI ►ntrctur rcGliVR6/GI/ u. •
RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 60.00
8; DESCRIBED AS FOLLOWS:
SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
5'00" EAST ALONG THE SOUTH LINE THEREOF 24.02 FEET TO THE POINT OF BEGINNING;
2'10" EAST 39.67 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00
ANGLE OF 90'41'51 ";
CURVE 31.66 FEET;
5'00" EAST 15.74 FEET;
2'10" EAST 4.00 FEE
5'00' EAST 77.19
2'07" WEST 63.92 FEE!' TO A POINT ON THE SOUTH LINE THEREOF;
6'00" WEST ALONG SAD SOUTH LINE 113.17 FEET TO THE POINT OF BEGINNING;
EMENT FOR DRAINAGE OVER THE FOLLOWING DESCRIBED PORTION THEREOF:
SOUTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
6'00" EAST ALONG THE: SOUTH LINE THEREOF 24.02 FEET TO THE POINT OF BEGINNING;
2110" EAST 10.00 FEET;
6'00" EAST 99.67 FEE
7'31' EAST 21.04 FEE;;
2'07" WEST 26.30 FEET TO A POINT ON THE SOUTH LINE THEREOF;
16'00' WEST ALONG SAD SOUTH LINE 113.17 FEET TO THE POINT OF BEGINNING.
' OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
SOUTH 207.50 FEET CF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION
?ACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
1, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 60.00
18; DESCRIBED AS FOLLOWS:
NORTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
)6'00" EAST ALONG THI: NORTH LINE THEREOF 60.00 FEET;
12'10" WEST 123.60 FEET;
96'00" WEST 60.00 FEET;
12'10" EAST 123.60 FEET TO THE NORTHWEST CORNER THEREOF
BEGINNING.
Y OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
SOUTH 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION
TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
0, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 60.00
18; DESCRIBED AS FO! LOWS:
-IE NORTHWEST CORNER OF THE ABOVE DESCRIBED PROPERTY;
'06'00" EAST ALONG THE NORTH LINE THEREOF 60.00 FEET
BEGINNING; s r T ; t, ,oeJ`
G SOUTH 89'06 00" EMT ,F---:-EE-71:;-----'
' 06'00" WEST • 17; 11, t").) v 0 ( t tiif l `. % ' 12'07' WEST
'12'10" EAST .0 FEET TO THE POINT OF BEGINNING.
TY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.
THENCE SOUTH 49'52'29" EAST 16.1
THENCE SOUTH 40'07'31" WEST 70.
SITUATE IN THE CITY OF TUKWILA, C
TRACT A: JOINT USE DRIVEWAY:
A PORTION OF THE SOUTH 207.50
O ADAMS' S' HC ;. c TRACTS, ACTS, ACCOi iuii
OF PLATS, PAGE 50, RECORDS OF
FEET OF SAID LOT 18; DESCRIBED
BEGINNING AT THE SOUTHWEST COf
THENCE NORTH 00'12'10" ALONG 7
THENCE SOUTH 89'06'00" EAST 60,
THENCE SOUTH 00'12'10" WEST 24
THENCE NORTH 89'06'00" WEST 1f.
RADIUS OF 20.00 FEET AND A CE■
THENCE ALONG SAID CURVE 31.66
THENCE SOUTH 00'12'10" WEST 3S
THENCE NORTH 89'06'00" WEST AL
SITUATE IN THE CITY OF TUKWILA,
ZONING, SERVICE &
UTILITY INFORMATION:
NUMBER OF LOTS: 4
PROPOSED DENSITY: 3.76
PARENT PARCEL ZONED: LDR
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
SEWER SERVICE PROVIDER:
? VALVUE SEWER DISTRICT
• ' WATER SERVICE PROVIDER:
rJ KING COUNTY WATER DISTRICT NO. 125
N.T.S
:R(S): HIEP DO
;ESS: 4044 S. 152ND ST.
TUKWILA
4E:
206 - 618 -1194
E: WASHINGTON ZIp:98118
(253
DRAWN BY
T.E.C.
CHECKED BY
O.B.H.
DATE
SCALE
DROJECT NAME: DO SP / /CREATED: Fri Mar
11
13:14:19 2005 / /PREV. PLOT: Wed Feb 27 11:42:50 2008 / /PLOTTED: We
t
142,
Lo9y-ni
S
E
4 :ti FLOW SPREADER,
TL #0620
282
280
278
280
LOT 20 278
R /0625
S8955'31'W 279.55
HOUSE Is 1.7 -21't
N. OF PROP. IJNE
60.00'
OW HOUSE
I S89'06'001' 197.19'
7718'
CONCEPTUAL DRAINAGE AND UTILITY PLAN
FOR THE HIEP DO SHORT PLAT
LOCATED IN THE S.E. 1/4, OF THE N. W. 1/4,
OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
r
' 60.00
12, • 1± SO.
LOT 3
11,083* SO. FT.
NEW 12'
DRIVEWAY
LOT 19
CONC.
HOUSE
F.F.= 278.8*
LOT 18
ROCKERY WALL
ONTO PROP 269.20
20' PA
HOUSE
n /0594
10' EASEMENT REC.
NO. 9210202572
V
ROCKERY WALL
24' DRt WAY
TRACT
5,916* SO. FT.
•a.a
272
LOT
7,001 ". FT.
ti
6' SS OUT
IE HEIR = 249.94
W {{ I R OISTPoCTT125, TYP
Wl FOR LO
97.20'
®/5
6' SS STUB OUT
IE05' ONTO PR
. 2' grade
board notches
NOTE$:
1. This trench shall be constructed so
as to prevent point discharge and /or
erosion.
2. Trenches may be placed no closer
than 50 feet to one another. (100 feet
along flowline)
3. Trench and grade board must be
level. Align to follow contours of site.
4. Support post spacing as required by
soil conditions to ensure grade board
remains level.
ASPHALT EDGE
ti
STUB OUT
TAP 256.51
- 1, s, i
SITE SET BB IN GAP. N8906
EL= 265.25 U.S. FEET
61'
ti
/4
m
N
2ND ST, EOTASi47.24
'W 2644.15' (pOAS) 2545.20' PLAT)
CONCEPTUAL DRAINAGE AND UTILITY PLAN
1 " =20'
galvanized bolts
2' x 12'
pressure
treated grade
board
pipe O.D.
1' -0
4
e p0
o
o
4' x 4' support pist
filter fabric
•15X max for flow control /water quolity
treatment in rural areas.
4' or 6' perforated
pipe laid flat
clean ($55 fines)
11%1 -3/F washed rock
SECTION A -A
NTS
DTL 1/1. FLOW SPREADER
flow to second
dispersal trench
If necessary
-o
/6' SS STUB OUT
5 0 TAP 243.34
CONC. ROLLED CURB
type I CB
w /solid cover
flow to other
branching CB's
as necessary
d
EXISTING STRUCTURES
/1: SSW
1611 = 261.69
8' PVC
C1R. OF DlANNEL = 250.72
CB
RDA = 280.74
12' RCP E.= 278.94
12' RCP W.= 278.94
CB
RIN = 259.12
12' RCP E.= 257.47
12' RCP W.= 257.47
14: CB
RIY = 251.95
12" RCP E.= 249.74
12' RCP W.= 249.79
12' RCP N.= 249.81
12' DI S.W.= 249.91
CB
RIN = 252.04
INVS NOT AVAILABLE
SSW
RIN = 237.48
8' PVC N.L. S
8' PVC W. 229.78
17: SSW
R01 = 282.27
CTR. OF CHARNEL = 282.27
Ipe O.D.
1' -0 1' -0
notched
grade board
2 x 2' notches
18' 0.C.
NEW STRUCTURES
= 267.0
5 =264.0
RDA =260.0
9.=257.0
end cap or plug
clean out wye from pipe
4' or 6' perforated pipe laid flat/level
type I CB w /solid cover (locking)
PLAN
NTS
Influent pipe (mos design
flow 5 0.5 CFS per trench)
eleon Out wye from plpe
TRENCHES ARE 2p5' LO G F LOTS 1 2, 81_4.
A 1750 SF FOOTPRINT (MAX) CAN FLOW INT THESE TRENCHES.
A 50' TRENCH IS PROPOSED TO RECEIVE
NEARLY 3500_ SF OF RUNOFF FROM THE DRIVEWAY IMPROVEMENTS,
LEGAL DESCRIPTION:
rt
Vicinity Map
WE 'SOUTH 207.50 FEET OF LOIS 18 NO 15, =C +. FIRST ADDITION
m ADAMS' NONE TRACTS. ACCORDING TO THE FLIT THEREOF RECORDED
ON VOLUME 12 OF PMTS. RAGE 50. RECORDS OF IOW OOLNIY, SeS1•N0ONC
(ALSO KNOWN AS EOr A OF UNRECORDED U@IG 07IDJT70T DDE ADJUSTMENT
NIN&R 8805001, APPROVED APRIL 8, 1886. ROC A REYLSION OF UNREC O
OR :ONE AOIO0T,DIT 10'/ 1205014
T074MER WITH AN EASEMENT 5011 DIGRESS AND EGRESS OVER DE 1EST
10 FEET OF PROPERTY ,WIGWAG TO THE EAST AS PRONGED FOR 87
84IRI40,7 RECORDED UNDO? RECORODIG N0. 0210202372
BENCHMARK:
01Y OF SEATTLE 800E 10RK DANDER 835 -510
DATUM:
NA5n 88
CONTOUR INTERVAL'
200 115. FEET
805040 COWER Wf
COMPACT W
CATCH WON ONO
CLASS PL
S ORY CRRIN RRS
DOUBLE OE7E070R CHECK MOE S
OLCTILE IRON SO Fr
DOWNSPOUT EAT
ODVEwAY re
TP
UAL&
1r
N
Sr
NE
MUDD'
FOUNWROr1 DRAIN
FIRE DEP,. COwNECnON
mow FLOOR
FRE HMV?
FIANCE ,ON7
INVERT HANOCAP 144710N
WEAR FE
LANDSCAPING
,LEGEND:
DZSGW 190N
STORY SEMI
s1Uf,Rr sour
WATER
AC POING
COAL MODICUM
SPOT, ELEVATIONS
CONTOURS
NAMPO
STORY CAT048WN
1
S45TARr SEWER MIMIp{E
WATER VALVE
FIRE NTORANT
umTir
POLE
0110504E TREE
COINER TREE
GUY IRE POE
GUY ERE
WATER 1110'
sr
N4w01E
NECIMSGIL JOINT
5
PROPERTY D
P0,0, TY LDE
MOWS
51180 -CF•4IRY
SNOWY SOUFRE F f
SBEIAIX
TOP OF ELM
TEST PR
UNLESS NI= OTHERWISE
SOUTH
01-57
EAST
NORTH
NORINRESO
SOU WEST
NORTHEAST
SOUTHEAST
NS/ B
0 EX. STORY
$ -_:
Limit
ASe
--60- 50
O O
•
• •
•
•
0
J,
bir
evh
U
ocs
O
z
PLANNERS
SURVEYORS
CC
C
W
W
Z_
G9
Z
W
9
•
CITY OF TUKWILA
Department of Community Development SHORT
6300 Southcenter Boulevard, Tukwila, WA 98188 REC E V ED PLAT
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan @ci.tukwila.wa.us MAR 0 5 2008 (P_SS)
COMMUNITY
DEVELOPMENT
APPLICATION
FOR STAFF USE ONLY Permits Plus Type: P -SS
Planner:
File Number: L 0 g_ 01
Application Complete (Date:
)
Project File Number:
Application Incomplete (Date:
)
Other File Numbers:
NAME OF PROJECT/DEVELOPMENT:
11/er 120
LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s),
block and subdivision, access street, and nearest intersection.
4/1/47 S /SZ% 87
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: g . / 7/ 07,4 /C e r7 403 2_
Phone: L/0 0J
FAX: ZS-3 ° 052 ' S
E -mail: s -. &- ,e, i ✓
Signa . / - / • _ Date: 2-Idly
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431 -3665
E -mail: tukplan(a ci.tukwila.wa.us
ovo
cvec
AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS
PERMISSION TO ENTER PROPERTY
.al 0 Zs
t;,rw' •
o
P�7
STATE OF WASHINGTON
COUNTY OF KING
The undersigned being duly sworn and upon oath states as follows:
1. I am the current owner of the property which is the subject of this application.
2. All statements contained in the applications have been prepared by me or my agents and are true and correct
to the best of my knowledge.
3. The application is being submitted with my knowledge and consent.
4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter
upon Owner's real property, located at
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 Toss 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
S8
(city), (state), on , 20
Print Name
Address
Phone Number ao 6 " 3
Signature
/{rep O
go l9' 5. /se P-)fl si-,
On this day personally appeared before me rJ ('ef !/Q 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.
SUBSCRIB t' W �1 ITA BEFORE ME ON THIS 7
S `'''''���ttt� (//
zros.::ssi A( /4,
i
OTAR
i A O Z residing at
// rttl' ?_ 09(9a\ My Commission expires on
/I 04 ASA `ter
DAY OF
De ee be i 20 07
L C m and of Washington
Jam, w,9
P.�Planning FomsWpplications ∎ShortNet- 06- 07.doc,
June 6, 2007
I
CITY OF TUKWII
Public Works Depa
Permit Center RECEIVED
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httDi/www.cl.tukwila. wa.us
E•..: 0 2JC3
COMMUNITY
TRAFFIC CONCURM4F VERTIFICATE APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Permit No.
•
Project No.
(For office use only)
SITE LOCATION
`L, I - - King Co. Assessor's Tax No.: zv ev - aiovo
Site Address: 44 /321-1--a2 ST / l eia 9I% b Suite Number:
Tenant Name: %/ et DD
Property Owners Name: P/ O
Mailing Address: 404/4 /5"2 -12 77Zeici LA- WA- '96-4 J/
City smog zip
Size of Existing Use: 7 ® g / %Se?G7 (4'711}rj
Is existing building vacant? Ai t) For how long? A.1/4—
Type of Existing Use: S Dam
f9
CONTACT PERSON - Who do we contact when your concurrency certificate is ready to be issued
Name: S C 1l d
Mailing Address: 9& At eL4/Z 11> _ReAll k44, 98032..
city sta. zip
E-Mail Address: , e-JC ' kit N1() r e0H Fax Number: 057-• &S-Z -
Day Telephone: Z53 • 4t)
Scope of Work (please provide detailed information):
Lf te27 61-7a27
Type of work:
❑ New ❑ Addition ❑ Change of use
Type of Proposed Use:
❑ Remodel
Size of Proposed Use:
❑ Tenant Improvement
I PERMIT APPLICATION NOTES -
Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to
TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once
the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the
developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 950.
Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A
certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or
building permit.
I HEREBY CERTIFY THAT t HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
PROPERTY OWNER OR AUTHORIZED AGENT:
Signature: I
Print Name: H nP
Mailing Address: buy 5 . i S 0 ST i' w t
Date: 21 Z0/ O
Day Telephone: 2.061 • 380 '
W iFS4.
State zip
City
Date Application Accepted:
Date Application Expires: Stafflnitials:
P:1Cynt&Canwvrcnry & Impati Pen'Tveffie Concw.cncy Appticetio i 3.28 -01doe
Page 1 of 2
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
rrr !rE.
•
it \l i? U L:3
COMWiJ.NeTY
DEVELO$T
Permit Center /Building Division:
206 -431 -3670
Public Works Department:
206 - 433 -0179
Planning Division:
206 -431 -3670
CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
PERMIT NO.:
Site address (attach map and legal description showing hydrant location and size of main):
'101141 S I S r m k_. w i I `--
taVin0r I p0: :0s 6. .
. n,
fw : 0
ki
x i ' `
.4. 1^PN'
Name.
` c D o
Name: 5;_- (i — I,.:
/f ! ,1 f o, A
( r
/: ;
%„ 0y
y 1
Address:
44 S • I s- 1 ^ .k J' . ivikwi j,,
Address: /..t s- n cc, 1-VJ Jo rd- -t
`7 `' 03
Phone: )-D
. . 3 ebU . 46V6
Phone: 0-5" -3 . 05-2_ , 4 3So
This certificate is for the purposes of:
❑ Residential Building Permit
❑ Commercial/Industrial Building Permit ❑ Rezone
❑ Preliminary Plat
Estimated number of service connections and water meter size(s):
8) Short Subdivision
Other
4
Vehicular distance from nearest hydrant to the closest point of structure is ft.
Area is served by (Water Utility District): 1 7'5
Owner/Agent Signature
1. The proposed project is within t kt .. i 4 Q ( tK,t (1_
2. o improvements required.
Date
(City /County)
3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
07P-
(Use separate sheet if more room is needed)
4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 185 gpm
at 20 psi residual for a duration of 2 hours at a velocity of 2-3 fps as documented by the attached calculations.
5. Water 'lability:
Water
service can be provided to this project
O Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met.
O System is not capable of providing service to this project.
I hereby certify that the above information is true and correct.
ra C45, &J,4-rer2, t i ST. # /2.5
By
Agenc /Phone
- z q . -95'/7
I
/ •- 23 -09
Date
E;p /res
0 _Z3-07)
This certificate is not valid without Water District #125's attachment entitled
"Attachment to Certificate of Water Availablity"
\applications \water availability (7 -2003)
Printed: 9 -16 -03
•
Attachment to
Certificate of Water Availability
King County Water Distract No 125
The following terms and conditions apply to the attached Certificate of Availability
( "Certificate ")
1. This Certificate of Water Availability is valid only for the real property
referenced herein for the sole purpose of submission to the City of
Tukwila ( "City "). This Certificate is issued at the request of the City and
is not assignable or transferable to any other party. Further, no third
person or party shall have any rights hereunder whether by agency or
as a third party beneficiary or otherwise.
2. The District makes no representations, expressed or implied, the
applicant will be able to obtain the necessary permits, approvals and
authorization from the City or any other applicable land use jurisdiction
or governmental agency necessary before applicant can utilize the
utility service which is the subject of this Certificate.
3. As of the date of the issuance of this Certificate, the District has water
available to provide utility service to the real property which is the
subject of this Certificate, and the utility systems exist or may be
extended by the applicant to provide service to such property.
However, the issuance of this Certificate creates no contractual
relationship between the District and the applicant or the City, and the
issuance of this Certificate may not be relied upon and does not
constitute the District's guarantee that water utility service will be
available to the real property at the time the applicant may apply to the
District for such service.
4. Application for and the possible provision of District utility service to the
real property which is the subject of this Certificate shall be subject to
and conditioned upon the availability of water service to the real
property at the time of such application, as well as all application for
utility service, including conservation, water restrictions, and other
policies and regulation then in effect.
Applicant's Signature171,11 /
yi ri,
Date 1144 /ads
District Representative Date / - 2 3 - bF3
a � .
14816 ?JIitwy Road South
P.O. Box 69550
Tukwila, WA 98168
Phone: (206) 242 -323
Fax: (206) 242 -1527
CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY
Residential: $50
Commercial: $100
4. Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability
T)\A--
a\Vciv e
Part A: (To Be Completed by Applicant)
Purpose of Certificate:
❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other
Short Subdivision ❑ Rezone
/`
Proposed Use:
Residential Single Family ❑ Residential Multi-Family ❑ Commercial ❑ Other
Applicants Name: 4 I ,Q D 0 Phone: 20 -no .4(a&5
Property Address or Approximate L.oca n: Tax Lot Number.
4044 S l 5-2_^°' ck, 114ktQ tA oo' 100 - ao 00
.
Legal Description(Attach Map and Legal Description if necessary):
Part B: (To Be Completed by Sewer Agency)
1. IN a. Sewer Service will be provided by side sewer connection only to an existing ‘ r size sewer
Qfeet from the site and the sewer system has the capacity to serve the proposed use.
OR ❑ b. Sewer service will require an improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and/or
❑ (2) the construction of a collection system on the site; and/or
❑ (3) other (describe):
2. (Must be completed if 1.b above is checked)
❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive
plan,
OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment.
3. tit a. The proposed project is within the corporate limits of the District, or has been granted Boundary
Review Board approval for extension of service outside the District,
OR ❑ b. Annexation or BRB approval will be necessary to provide service.
4. Service is subject to the following: PERMIT: $
a. District Connection Charges due prior to connection:
GFC: $ SFC: $ UNIT: $ TOTAL: $
(Subject to Change on January 1st)
King County/METRO Capacity Charge: Currently, $5195.65/residential equivalent, will be billed
directly by King County after connection to the sewer system. (Subject to change by King Co /Metro
without notice.)
b. Easemerl5: h ❑ Re uired Ig May be j, a uired 1 /
c. Other. 1!" Po be ui e- re-r" H".! /"G�{
I her - • - rtify that the above er agency information is true. This certification shall be valid for one year
fro L ate of signature.
0
RECEIVED
t '.0,.�
COMMUNITY
DEVELOPMENT
110 •ATTACHMENT TO
VAL VUE SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY
The following terms and conditions apply to the attached Val Vue Sewer District ( "District ")
Certificate of Sewer Availability/Non - Availability ( "Certificate").
1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in
the District's service area, for the sole purpose of submission to the King County Department of Development
and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City
ofBurien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third
person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or
otherwise.
2. This Certificate creates no contractual relationship between the District and the applicant and
its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that
sewer service will be available at the time the applicant may apply to the District for such service.
3. As of the date of the District's signature on this Certificate, the District represents that sewer
service is available to the Property through sewer systems that exist or that may be extended by the applicant.
The District makes no other representations, express or implied, including without limitation that the applicant
will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle,
City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can
utilize the sewer service which is the subject of this Certificate.
4. If the District or the applicant must extend the District's sewer system to provide sewer
service to the Property, the District or applicant may be required to obtain from the appropriate governmental
agency the necessary permits, approvals and authorizations. In addition, the governmental agency may
establish requirements that must be satisfied as a condition of granting any such permits, approvals or
authorizations, which may make impractical or impossible the provision of sewer services to the Property.
5. Application for and possible provision of sewer service to the Property shall be subject to and
conditioned upon availability of sewer service to the Property at the time of such application, and compliance
with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such
application.
I acknowledge
and fully
Appli
I have received the Certificate of Sewer Availability/NonAvailability and thisAttachment,
the terms and conditions herein.
is Si
Date
1//5'/O�
N
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CONCEPTUAL DRAINAGE AND UTILITY PLAN
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LOCATED IN THE S.E. 1/4. OF THE N.W. 1/4,
OF SECTION 22. TOWNSHIP 23 NORTH, RANCE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
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City of Tukwila
Department of Community Development
8300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (208) 431-3670 FAX (206) 431-3865
E-mail: tukplanCtukwila.wa.ua
SHORT PLAT NUMBER
DECLARATION:
WOW A111E11 NT MESE PRESENT THAT IE, 17E UNDDISIGN D, 0610005) N FEE 0WPLE Of GE (Alm
HERM DESCRIBED CO HEREIN WIDE A 00RT 0UMASEI) 1HEIECF PUAKIUR TO RC11 5517.000
AND ACKNOIR 0E 1)01 SRO SUMMON SIMLL NOT BE FUROER 'HOED N Mw WADER THORN
A mace or an TEARS, FROM ORE OF RECORD, MINES DE (9AT3 OFA FINAL PIR. THE UI0ER5@QD
607(65 9ECIME 7109 90G PUT 10 IN 710 MANIC REPRESENTATION OF 510 SERI 9EOM90 )
AND THE SAYE 6 WIDE 1051 TIE FREE COMM A10 N /OX ON= ROTH TIE 069E OF THE 0r000(S).
N 401ESS WHOEOF YE 105E S7 OUR HMS A10 SEALS
NEP A 00
SEIE OF 0010 00700
COWRY OF (0110
ON THIS ow P003112.Y /NEARED SUM W
To ME 100RR TO BE TME INDIVIDUAL 500 COSMO 111E 101100 110 FOREGOING 00TRLAEW47
At0 *0001,EDCED 1148 NESE SPED THE 910E q M4 00 YOWM7MF ACT 110 DEED
FOR THE WISES AMD ALM= 0EIdD1 MENTO'.
GLNEN UNDER W IMNO AND OFF171 SEAL n00 1'y or
M AIURF•
NMR AL Mal
TM,.
W APPORMEHT EOM
STATE CF MUMS
COWRY OF MO
ON THIS ORY PERSONALLY AR4TMED DEM MF
10
ANDSAM 'RE=1NT )01010 5OIL MD f SASS DE WITHIN AND FEINMCNIC INSTRUMENT
AS K7 AND
FOR THE USES 110 PURPOSES THEREIN MENTIONED.
CMS U@R W NAND AND CFROML SEL 1HA NMI. OF 20_
SCNA7WF•
NATE 00 COWSSg16
TIRE:
MY APPO90MENn
LAND SURVEYOR'S CERTIFICATE:
REGISTERED AS A UM SURVEYOR
8Y THE STATE OF WASHINGTON CORI17 11487 THIS PUT ISSUED ON AN ACTUAL SCRIM Cr M LAND
GEMMED HEREIN (0117.07ED BY ME OR {RIDER If 5.8051) 9014; THAT THE 067NICq COMES
AHO ANGLES ARE SHOWN HEREON CORECILN AND THAT MONUMENTS OTHER 1141N 10000 MONUMEHS
APPROVED 40R SETTING R A /TER DOE. TAME BEEN 5E AND LOT CORNERS 5714011 ON THE 4501110
AS DEPICTED ON THE PUT.
TUEWILI SHORT SUBDIVISION COMMITTEE APPROVAL:
REMOVED NTD APPROVED BT THE SNOW SUMMON COMMITTEE AND HEREBY CERTIFIED FOR RUNG
27011 GAY OF 20
CINRPER50N• SHORT SIBOMSION CO*MI1E[
CITY OF TUKWILA SHORT PLAT
FOR HIEP DO
LOCATED IN THE S.E. 1/4, OF THE N.W. 1/4,
OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
APPROVALS:
K0/0 COUNTY FINANCE ma=
I CERTIFY TIMI ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS DUN WOE N SUFF10011
AMOUNT 10 PAY THE TATO FOR THE FOLLOWING YW0 TWT 17/ERE ARE NO DELINQUENT SPECIAL
ASSES5IENTS CER10EED TO DOS OFFICE FOR COLLECTION: 110 TIMI ALL SPECIAL ASSESSMENTS
ON ANY OF THE PROPERTY HEREIN DEDICATED A5 STREETS, ALLETS, 0R FOR GONER PUBLIC USE
ARE PND IN FUEL
REB DAY OF 70
KING COUNTY TREASURER DEPUTY IDt/0 COUNTY TREASURER
LEGAL DESCRIPTION (OLD):
THE SOUTH 207.50 FEET OF LOTS Ie AND /0. BLOCK 4. FIRST ADDITION
TO ADAMS HOE TRACTS, ACCORDING TO THE PUT THEREOF RECORDED
N YOLUHE /2 W PLATS. PACE 50. RECORD$ OF 10140 COMM MASMNCIOF8
EXCEPT THE EAST 0.000 FEET C 5A0 LOT IA
(ALSO MOWN A5 L07 A OF UNRECORDED KING COUWIY Lor LATE ADJUSTMENT
AO86037.14 0(2fr APRIL
984 BEING A PEYTON OF UNRECORDED
tor toe TOGETHER NTM AN (45158w FOR 1455055 AND EGRESS OYER THE NEST
70 FEET OF PROPERTY ADJOINING 70 714E FAST AS PROMO FOR EN
NS1MNENT RECORDED UNDER RECOROR0 NO 0210202572
LEGAL DESCRIPTIONS (NEW):
UST 1:
A PORTION Of THE 50/114 207.50 FEET OF L075 18 AND 19. BLOCK 4, FIRST ADDITION
70 ADAMS' 1014E TRACTS, ACCORO)0 70 THE PUT THEREOF RECORDED N VOLUME 12
OF PUTS, PAGE 811 #100000718100011(1911000100* KING 0037 THE FAST 0000
FELT OF YID LOT 18; COMBED AS meows:
COMIEHNO AT 711 501171057 CORNER 0' THE AMC OESCR W PROPERTY)
MOLE 50(1714 armor FAST ALM 714E SOUTH LYE THEREOF 24.02 FEET 711 THE FONT OF BLOW*
THENCE NDRT4 00171' FAST 39.47 FEET 10 A CLAM 70 THE RCN Mee A PIONS OF 2000
FEET AND A CENTRAL AN(0E OF 004791';
THENCE KONG 540 CLOSE 31.88 FEET:
THENCE 501/174 anew EAST 75.74 FEED
THROE NORM OOt2•f0 FAST 4.00 FELT:
THENCE SOUTH 690600 FAST 77.19 FEET.
PENCE SOUTH 001297 WEST 8192 FEET TO A PONT ON THE SOUTH I4141 TROMP:
THENCE NORM 896611 WEST ALONG SAID soon, LINE 71117 FEET TO THE POINT OF LEGMAN*
SUBJECT TO A N EASEMENT FOR ()ROUGE MO THE FOLLOWING MOWED FORMA TRIM
COMMENCING AT 77e SOUTHWEST CORNER Or 77e AD .
ABOVE
THENCE SOUTH 870000 EAST AL0N0 711 SOUTH UNE MEOW 24.02 FRT TO THE PONT OF BEONIMMO
7440400 NORM 00171' EAR 10.00 FEEL
THENCE SOUTH 600690 FAST 9687 FEED
VOCE NORTH 400731' EAST 21.04 FEED,
THENCE SOUTH 001207 WEST 2630 FEET 70 A POINT ON ME SOUTH LAE HEREOF:
THENCE NORM 5/70690* WEST ALONG SAID SOUTH LIE 11117 FEU 70 THE FONT OF BE000950
571007E 94 THE CITY 0F TUKWILA. COUNTY OF CNC STATE a 059H01CTOIL
LOT 21
A PORTION a THE SOUTH 207.50 FEET OF LOTS 78 AND 79, BLOCK 4, EMT ADO110N
TO ADM HOME MRS ACCORDING 70 DE PUT THEREOF RECORDED N 40WME 12
OF PLATS. PACE 511 RECORDS Cr K910 C0/MY. WASHINGTON; EXGEPI THE EAST M00
FEET OF SAID LOT IA 00318 O AS FOLLOWS
BEOARXG AT THE NORTHWEST COWER OF 114E VOW DESCRIBED 40080177
THENCE SOLUM 090000 EAST ALONG THE NORTH LM THEREOF 60.00 FEED
THENCE SOUTH 0002T' NEST 12160 FEET.
THDCCE NORM 890611' NEST 6000 REI,•
THENCE NOR7)4 00177' FAST 12160 FEET 70 THE NORTHWEST COMER THEREOF
AND TE POINT OF BE,PNRO.
SCUM N DE Cm OF 1IMUN6A COUNTY GF MO STATE OWASHEGION.
L07 2
A PORTION OF THE SOUTH 207.50 FELT OF LOTS I8 AND 70 BLOCK 4, FIRST ADDITION
TO HAMS H OWE TRA073, ACCORDING TO 711 PUT THEREOF RECORDED N VOLUME 12
OF PATS PAGE 54 RECORDS OF MKT COME WASHINGTON; EXCEPT 714E EAST 8000
FENT OF SAD LOT /A DESCRIBED A3 FOLLOWS`
COMMENCING AT 714E NORTHWEST CORNER OF THE ABOVE 00318ED PROPERTY;
THENCE 50Un, 83069' EAST ALOUD 77E NORM LIE /HEREOF 8000 FEET
TO THE PONT OF 910101!)
THENCE CONTINUING swot 8900YR1' EAST 74.54 FEED
DEME SOUTH 001297 NEST 143.60 FEET;
THENCE NORM 870000 NEST 74144 FEET:
THENCE NORTH 00777' EAST 14160 FRIT TO THE PON OF BEGINNING.
SWUM N 1741 CITY OF 714910. COLNTY OF MIA STATE OF NADOICTON.
IVOLUME PAGE
IMO COUNTY ASSESSORS APPROVAL
CRAMMED MID APPROVED EY THE DEPARTMENT OF 45 00511E 410 THIS
DAY OF 20
ND0 COUNTY ASSESSOR DEPUTY A5565014
pwcEL NUI8ER(5) 001100-0600
LOT 4:
A P0R70F/ OF INE SOUTH 207.50 FEET OF LOTS 18 AND 16 5L000 4. FIRST 03770N
70 ADAM NOME TRACTS, 400040040 70 INE FLAT THEREOF RECORDED N VOLUME 12
OF PLATS. PACE 54 RECORDS O' M0 COUNTY. W45101C70N: EXCEPT 7HE EAST (CLOG
FELT Of SAD LOT IA DESCRIBED AS FOLLOWS
THE NORTHWEST CORNER GP THE MOW CRUMBED FROMM
THENCE
AT8YOO ALONG 77E NORM UNE THEREOF 134.33 FEET
10 THE PONT Or BMW*
THENCE CONTNWNG SCUM 89060' FAST MOO FEET TO ME NORTHEAST COWER 70080 :
THENCE SOWN 00129? NEST ALONG THE EAST ONE 207.32 FEET TO ME SOUTHEAST CORNER MOOD
THENCE FARM 800600' NEST ALONG THE 00/714 LYE THEREOF 0000 FEET:
MEMS NORM 0'7211? EAST 207.52 FEET 70 TIL PONT a Bf0MOG.
SUAIEL7 TO AN EASEMENT FOR 004044GE OMR THE MEOW OESCRDED FORTI N THOME)
COMIC TWIG AT NNE SOUTHWEST CODER OF THE ABOVE DESCRIBED PROPERTY:
THENCE SOUTH 87080' EAST ALONG DE S011174 UNE THEREOF /37.10 FEE TO THE POOR OF BROWN*
THENCE NORM 0072117 FAST 28.30 FEET;
THENCE NORTH 400777' FAST 3175 FEET;
THENCE SOLIDI 41752.247 FAR 70.88 FEE;
THENCE SOMI 400731' MST 70.02 FEET 10 THE PONT 0F BEL0N040
swum N DE CRY OF TUKWILA. 071N77 OF 10K• 507E OF 0115119 0 1 58
TRACT A JOINT USE OWHEWAII
A PORTON OF THE SOUTH 207.50 FEU 0 1015 /a NO /9. BLOCK 4. FIRST MOWN
79 ADM. HON 1R4C7S. ACCORDING 70 714E PUT 71EREOF RECORDED 5 TO11NE 12
OF PUTS. PACE 50, RECORDS a HOG DOWNY, WASHIN4IOC ROOT 11E EAST 8000
FEET OF SAID LOT IA OESCREE0 AS FOLLOW£
BE76BE40 AT TME SOUDOEST COWER OF 714E MO E DESCRIBED PROPERTY;
DANCE NORTH 0012/0 ALONG DE WEST LM 71EILE0F A3.92 FEET;
THIOLE SOUTH 8170a9' FAR MO FEET:
THENCE SOUTH 001770 NEST 24.00 FEET;
7440 Y NORTH 870600 WES7 1171 FEET 70 A CURE TO THE LEFT TOMO A
MOUS O 20.00 FEET AND A CENTRAL ANGLE OF 904/57':
THENCE ALONG 5ID COM 71.06 RTD
MEWS SOUTH 001710' WEST 39.67 FEET TO A POINT O714E SOUTH (NE THEREOF)
DENCE NORTH 890090 NEST ALONG SAD 00/774 LIVE 24.07 FEET 70 THE PONT 07 50 50 5151)70 �pqg
43,�..CE13/ ED
91007E N THE CITY OF 7W7NEA COLDY OF K10 STATE OF
ZONING, SERVICE &
UTILITY INFORMATION:
MASER OF L015: 4
PROPOSED OEOIO 1070
PARENT PARCEL 2ONm• LOSS
PROPOSED USE
STACIE FAMILY 6ESOENTMU
SEWER SERVICE PROUDER:
WAKIE SEWER DIM=
W47ER WINCE PROVIDER•
KING CONN WATER COMIC' NO 125
i i':) O ' E�r9
01.0.
1 loo 1nI 5T 4.190 T
WAN
gd a
V
VICINITY MAP
SURVEY IN S.E. 1/4
OF N.W. 1/4
OF SECTION__22
T._ 23 N„
R. 4 _E., W.M.,
IN KING COUNTY,
WASHINGTON
RECORDING CERTIFICATE:
FILED FOR RECORD AT THE REQUEST OF 114E CI7T OF TUKWILA INS_ DAY OF
AT_NINUTE3 PAST - 11. AND RECORDED IN
VOLUME _0F PLATS, ON PACE_, RECORDS OF KING COUNTY, 5ASEONOTOH,
KING COUNTY *MACER
SUPT. OF RECORDS AND ELECTIONS
05NER(sh 10 DO
gyms. /014 S 752140 ST.
pry. MORA
mpg; 208-618-1194
STATE. WASHINGTON rp. 98118
EXPIRES 0 22/2000
surveyor;Cromer Nwt Poorthnc
s I
945 N. CENTRAL 371. 6404, NUE WA 96032
1-41ALs onIewoOwmwuom
(250)052-4660 (Mad) of 0-(600)271.018/ (4.6 Nw) (733)052-4933 (IRT)
DRAWN BY
T.C.C.
DATE
2/28/2008
JOB NUMBER
2003-030
CHECKED BY
0.8.N.
SCALE
1'=30'
SHEET
1 OF 2
4126E27 IA481 00 SP //C EADR FTI Nm 71 13:14:79 2005//PREY. ROT: 1 , 7.628 14.,2242 2000 //170714.48 77,.. 7.0. 20. 2000 N 4:24.35
\\Aa,\WNeet5ervtl =\9005\2005'570AN
•
City of Tukwila
Department of Community Development
8300 Southcenter Boulevard, Tukwila, WA 98188
Telephone (208) 491-3870 FAX (208) 431-9888
E-mail: tukplanOtukwila.wa.us
SHORT PLAT NUMBER
20% SLOPE:
22139 SLOPE
703! SO FT. ON PROPERTY
�Ol' of w
0 0929
TREE LEGEND:
• DECIDUOUS 7RFE
* CONIFER= TREE
11: 28 ETR
77 8 RR
79 2/d BIRCHES
14: 27 0/ERRI
TS 77 80704
r8. 77 MAPLE
719 tr 13201
TO 7T 07001
7R I! 01904
710 Ir BIRCH
T11: 77 88CH 2
T12: 28 770
713: 14' PAWL' Lai 21
T14: SR07 a
713: 28 179
TIN: 30' FIR
777: IP 46701
710 10' JUNIPER
T7T SPRUCE
727::0 BIRCH
78'
721: 1C BIRCH
722: 17 BIRCH
123: 14' BIRCH
724: 12' DECIDUOUS
123: 17MAPLE
720: 79'7 1w
727: 19' 87101
720 18' BIRCH
T29: 2C BIRCH
130 14' BIRCH
T31. Ir BIRCH
732 20" 807827011
733: IT 01
734: 179 80704
733: ,B' BIRCH
730. 119 80701
CITY OF TUKWILA SHORT PLAT
FOR HIEP DO
LOCATED IN THE S.E. 1/4, OF THE N.W. 1/4,
OF SECTION 22, TOWNSHIP 23 NORTHH, RANGE 4 EAST, W.M.,
KING COUNTY, WASHINGTON
S. 148Tf/ ST.
Sea .481:0E :SND' 8ACm 0349.00• PLAT)
3
MOUSER7880 1.7- .7
N O�1N
naw
270
rY
713
naw
6,0679
5893/927926
N
LOTS
IL AGM
IP ESEWR AEC
N0. 9210202572
M1.
DRAINAGE STRUCTURE: srt
SA TLD NM HOA.
MU55181 s: 0/ EL. 28125 OS F=7
l: . 201.69 04 . 231.95
8 PLC E.W..S. 719 NCP E- 249.74
CTR L9' comm. - 25072 Ir RCP W. 249.79
IT NCP IL- 24911
/2 CD 119 07 SWW, 249.91
Y . 280.74
119 RCP E. 278.94 9. 03
119 RCP W. 27E144 ROI . 252.04
INN'S NOT 40AN,I7E
31 C8
259.12
77 .ACP E• 297.47
17 .ACP W. 257.47
IHSTTWMENTATTON:
DISTRULIENT SER
CEDOWETER 6"00
FIELD SURVEY
CONTROL METHOD:
CLOSED LOOP INVERSE
IMAM CLOSURE 1:22,000
w COYPL8ACE 87114
W.A.C.REQUIREMENOf
332-130-090
Apo, 4044 S. 752ND Si.
TUNWIU
p(D 0_206-616-1194
55ATG WASHINGTON zip. 98778
20321'
4-11-20(0
SURVEY d S.E. 1/4 OT N•W1/4
o7 9EcTRR7_22-. T..21N..
W.M..
O7 NON COUN1Y. WASHINGTON
(VOLUME PAGE
GRAPHIC SCALE
30 0
BASIS OF BEARINGS:
9EANNGS SHOWN NUCOR ARE BASED ON 1954E
07 SOUTH 13290 STREET 80000 NORTH 89910W WEST AS
SHOWN ON THE PUT 07 ADAMS' NONE TRACTS. RECORDED
UN \OLIA/E 12 OF PUTS, AT PAGE 20 RECORDS OF IC910
COUNTY, IELSENICEON.
REFERENCE SURVEYS:
1. P1417 Or A0946' NOPE TRACTS, 1OLU11E 12. PAGE 30
2. (REC. 70. 2007054990014) 40744E 143, PAGE 42.
NOTES:
1. UONU12N79 E4.57 1071110 ON 4-71-2900
2. 7781(7 ARE NO TREES CENTRED W THE 7000D1Y AREAS
S NO 110414470475 W/ NAD 87/91 COORDINATES ROHN 1 IRE
Of PROPERM
1'=80'
30
VERTICAL DATUM:
NORTH ANERIGAN VERTICAL Amu Of 1989.
BENCH EfARK:
COY O7 SEATTLE 8ENC/8MI81 NO 9347-379
FOUND CONCRETE 410110IE117 1/// 3' BRA55 0191 IR CASE
AT SOUTH 182ND STREET AND AMAX SOUTH
E2E107101 . 397.67 us. fat
SITE BENCHMARK:
SET LEO 7444 N GUY ANCHOR POLE
EE067894 . 263.22 U.S. FEE7.
CONTOUR INTERVAL'
2.00 U.S. FEET.
PARENT PARCEL:
7L 193 0-0600
40917.7476 SO P7.
LEGEND:
® F7DE0 407491047 AS DESCRIBED
® SMEARY SEWER MANHOLE
m GEANOU7
ID CATCH BASIN
• • 147ER VALVE RECEIVED
GO WATER METER
m GLS 0116 MAR 0 7_ LJV3
m GAS 4E725 /�,p �p kyr
® POWER METER pQOMMUINi�,'3r��p
$ UDIRY POLE y i�q_ 9E�YrEM�E`8 0
® GUY ANLYOR POLE
J, GUY ANCHOR
-{} 3-0' 8000 7nOE
-••- 4' WIRE FENCE
a s RG0ftW1
UNDERGROUND UTILITY LEGEND:
- 0-waacw0010 as ERIE
- I1-1.26E02R0040 841FR L28
-0-UNDERGROUND TELEPHONE UNE
$ IADEAO7090 SWART SEMI LRE
M 'TDF CONNECTION ,Olaf A5 OESLY68ED
G'r xmer ort s� Inc,
�YWn6n p non n9 mars
9795 M. CENTML. 974. 9104, NENY, WA 90072
E-10001 9919aamwN..own
(373)052-4600 (74.01) m 1-(000)251-0109 (0 49.) (053)852-499 (749)
DRAWN BY
T.E.C.
DATE
2/28/2008
308 NUMBER
2005-030
CHECKED BY
O.B.H.
SCALE
1'030'
SHEET
2 Of 2
PROJECT MAYO CO SP //GREATER Fn 48. 71 1174:79 2005//4447, PLOT' 984 Feb 27 1501:39 2008 //PLOT110I Ru. FMa 24 2004 11:22:29
0\78\,%974 474k47.\200502005-03040
•
Cramer Northwest, Inc. {PID= CNI04 -JAC}
945 N. Central, Ste. #104, Kent, WA., 98032
If Found Please Call Us At 1- (800) - 251 -0189
Tuesday, February 26, 2008 4:50:05 PM
HIEP DO SHORT PLAT
RE•IVED
0;
COMMON ,
DEVELOPMENT
PROJECT: \ \Joe \c \TModel \Projects \2005 \2005- 030.pro
PARENT PARCEL: S. 207.5', LOTS 18 & 19, BLK 4, 1ST ADD. ADAM'S HOME TRACTS
PT.# DESCRIPTION BEARING DISTANCE NORTHING EASTING ELEVATION
70
71
72
1007
70
S89 °06'00 "E
S00 °12'07 "W
N89 °06'00 "W
N00 °12'10 "E
5192.275842
197.19 ft
5189.178516
207.52 ft
4981.659805
197.20 ft
4984.757288
207.52 ft
5192.275989
7243.880592
7441.046265
7440.314842
7243.139170
7243.873611
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
= 0.00015
_ - 0.00698
= S88 °47'54 "E
= 0.00698
= 809.43 (809.42)
= 1/115929
= 1/5528398
= 1/115955
= 40917.76 sq.ft.
= 0.94 +/- ACRE
•
Cramer Northwest, Inc. {PID= CNI04 -JAC)
945 N. Central, Ste. #104, Kent, WA., 98032
If Found Please Call Us At 1- (800)- 251 -0189
Tuesday, February 26, 2008 4:43:53 PM
•
HIEP DO SHORT PLAT PROJECT: \\ Joe \c \TModel \Projects \2005 \2005- 030.pro
TRACT A: JOINT USE DRIVEWAY
PT.# DESCRIPTION BEARING
DISTANCE NORTHING
EASTING ELEVATION
1007
1106
1105
1111
1110
1109
1108
1107
1007
N00 °12'10 "E
S89 °06'00 "E
S00 °12'10 "W
N89 °06'00 "W
Radius Point:
Radial Bearing In:
Radial Bearing Out:
Radius:
Delta:
Arc:
Tangent:
S00 °12'10 "W
N89 °06'00 "W
4984.761769
83.92 ft
5068.681244
60.00 ft
5067.738805
24.00 ft
5043.738955
15.74 ft
5043.986188
1109 5023.988655
S00 °54'00 "W
N89 °47'50 "W
20.00 ft
90 °41'51" Left
31.66 ft
20.24 ft
5024.056525
39.67 ft
4984.386773
24.02 ft
4984.764063
7243.146662
7243.443666
7303.436264
7303.351325
7287.613267
7287.299120
7267.296276
7267.155878
7243.138842
0.00
0.00
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
= 0.00229
= - 0.00782
= S73 °39'11 "E
= 0.00815
= 275.81 (279.02)
= 1/33841
= 1/120240
= 1/35267
= 2967.59 sq.ft.
= 0.07 +/- ACRE
• •
Cramer Northwest, Inc. {PID= CNI04 -JAC}
945 N. Central, Ste. #104, Kent, WA., 98032
If Found Please Call Us At 1- (800) -251 -0189
Tuesday, February 26, 2008 4:43:53 PM
HIEP DO SHORT PLAT PROJECT: \\ Joe \c \TModel \Projects \2005 \2005- 030.pro
LOT 1
PT.# DESCRIPTION BEARING DISTANCE
NORTHING EASTING ELEVATION
1107
1108
1109
1110
1111
1114
1115
1120
1107
N00 °12'10 "E
Radius Point:
Radial Bearing In:
Radial Bearing Out:
Radius:
Delta:
Arc:
Tangent:
S89 °06'00 "E
N00 °12'10 "E
S89 °06'00 "E
S00 °12'07 "W
N89 °06'00 "W
4984.384441 7267.164395
39.67 ft
5024.054193 7267.304793
1109 5023.983410 7287.304667
S89 °47'50 "E
N00 °54'00 "E
20.00 ft
90 °41'51" Right
31.66 ft
20.24 ft
15.74
4.00
77.19
63.92
113.17
5043.983856
ft
5043.736623
ft
5047.736598
ft
5046.524150
ft
4982.604547
ft
4984.382144
7287.621784
7303.359842
7303.373998
7380.554476
7380.329184
7267.173145
0.00
0.00
0.00
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
_ - 0.00230
= 0.00875
= N75 °17'26 "W
= 0.00905
= 342.15 (345.35)
= 1/37820
= 1/148948
= 1/39102
= 7000.91 sq.ft.
= 0.16 +/- ACRE
Cramer Northwest, Inc. {PID= CNI04 -JAC}
945 N. Central, Ste. #104, Kent, WA., 98032
If Found Please Call Us At 1- (800)- 251 -0189
Tuesday, February 26, 2008 4:43:53 PM
HIEP DO SHORT PLAT PROJECT: \\ Joe \c \TModel \Projects \2005 \2005- 030.pro
LOT 2
PT.# DESCRIPTION BEARING
DISTANCE NORTHING
EASTING ELEVATION
70
1098
1105
1106
70
S89 °06'00 "E
S00 °12'10 "W
N89 °06'00 "W
N00 °12'10 "E
5192.275842
60.00 ft
5191.333403
123.60 ft
5067.734177
60.00 ft
5068.676616
123.60 ft
5192.275842
7243.880592
7303.873190
7303.435753
7243.443155
7243.880592
0.00
0.00
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
= 0.00000
= 0.00000
= N90 °00'00 "W
= 0.00000
= 367.20 (367.20)
= 1/999999
= 1/999999
= 1/999999
= 7415.71 sq.ft.
= 0.17 +/- ACRE
Cramer Northwest, Inc.
945 N. Central, Ste. #104,
If Found Please Call Us At
Tuesday, February 26, 2008
HIEP DO SHORT PLAT
{PID= CN104 -JAC}
Kent, WA., 98032
1- (800)- 251 -0189
4:43:53 PM
PROJECT: \\ Joe \c \TModel \Projects \2005 \2005- 030.pro
LOT ' 3
PT.# DESCRIPTION BEARING
DISTANCE NORTHING FASTING ELEVATION
1098
1112
1115
1114
1098
S89 °06'00 "E
S00 °12'07 "W
N89 °06'00 "W
N00 °12'10 "E
5191.333266
77.18 ft
5190.120975
143.60 ft
5046.521867
77.19 ft
5047.734315
143.60 ft
5191.333415
7303.877633
7381.048112
7380.541981
7303.361504
7303.869723
0.00
0.00
0.00
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
= 0.00015
= - 0.00791
= S88 °54'57 "E
= 0.00791
= 441.57 (441.56)
= 1/55812
= 1/2949766
= 1/55822
= 11082.64 sq.ft.
= 0.25 +/- ACRE
Cramer Northwest, Inc.
945 N. Central, Ste. #104,
If Found Please Call Us At
Tuesday, February 26, 2008
HIEP DO SHORT PLAT
{PID= CNI04 -JAC}
Kent, WA., 98032
1- (800) -251 -0189
4:43:53 PM
PROJECT: \\ Joe \c \TModel \Projects \2005 \2005- 030.pro
LOT 4
PT.# DESCRIPTION BEARING
DISTANCE NORTHING EASTING ELEVATION
1112
71
72
1120
1112
S89 °06'00 "E
S00 °12'07 "W
N89 °06'00 "W
NO0 °12'07 "E
5190.120831
60.00 ft
5189.178392
207.52 ft
4981.659681
60.00 ft
4982.602120
207.52 ft
5190.120831
7381.051730
7441.044328
7440.312905
7380.320307
7381.051730
0.00
0.00
0.00
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
= 0.00000
= 0.00000
= N90 °00'00 "W
= 0.00000
= 535.04 (535.04)
= 1/999999
= 1/999999
= 1/999999
= 12450.92 sq.ft.
= 0.29 +/- ACRE
Cramer.I urthwest, Inc.
• Surveyors •Planners +Enginee
5 Wee/wet, suite # 1 t 4 , '. a nt WA 9803
(253) 852 -48810 - ' F (253) 8624955
• •
TABLE OF CONTENTS
I. TASK1 STUDY AREA DEFINITION AND MAPS
II. TASK 2 RESOURCE REVIEW
III. TASK 3 FIELD INSPECTION
IV. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM
DESCRIPTIONS
V. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS
APPENDIX THRESHOLD ASSESSMENT
• •
TASK1 STUDY AREA DEFINITION AND MAPS
• •
TASK 1
STUDY AREA DEFINITION
This project is located at 4044 S. 152"`' St. in Tukwila, WA. It is located in Lots
18 and 19, Block 4, of the First Addition to Adams Home Tracts. The property
is approximately .94 acres. The property will be divided into four residential
lots. We propose lots 1, 2 and 3 gain access from a 20' wide paved road
located in a 24' easement off of S 152nd St., while Lot 4 will gain access from
an existing driveway also off of S. 152nd St.
The property has two existing homes, of which one will remain, and one will be
removed. This property also has 2 gravel driveways, part of which will be
removed. It also has 3 sheds, concrete walkways, and a pond which will also be
removed. The remainder of the property is covered mostly with grass and trees.
The existing site drainage sheet flows from the northwest to the southeast No
significant amounts of upstream flow enter the site.
MAPS
A vicinity map, sensitive areas map, aeriaVtopo map, and offsite drainage map
can be found in the proceeding pages.
1 •
Vicinity Map
vNo
SWlttbbo4rd 1. mss`
- r3- 3rd� �j .,1, ; r
• s 136th 5t 5-135th st i13 r� Rives
i i , -,
. to
N
15 -146th
VIapPO r t;
156,
54144th =St-=-
Rioerto
� 1ei irt`,
.5ti� fit'
164th 5 _
5 -166th-St
aTac
�...: 5 -172nd St ..._..
Micenec 2004N6piEQ.¥4$IGDT.Inc
under Blvd
53 • $
J
km 0.5, 1,
mi 1 0.25' 0.5'
On Click: C' Recenter r Zoom In • .Reset I
Map Output
King County
•
Nome.
News
Sei vi ces'
•
Comments,
iMAP - Sensitive Areas all themes)
Page 1 of 1
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Selected Parcels
County Boundary
Mountain Peaks
Streets
Hcghsay
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Lew)
Parcels
SAO Stream
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Crass 2 Sdtna:rd
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Lakes and Large Rivers
Streams
100 Year Floodptain
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SAO Landslide
SAO Coal Mine
SAO Seismic
SAO Erosion
® Sensitive Area Notice on Title
Landslide Hazard Drainage Area
Orgrn ge
FE Hazard
The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.
King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such
information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to,
lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on
this map is prohibited except by written permission of King County.
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Map Output
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he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.
'ng County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such
nformation. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to,
• st revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on
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Map Output
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1 ng County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such
formation. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to,
1 • st revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on
11 is map is prohibited except by written permission of King County.
•
King County j GIS Center 1 News 1 Services Comments Search
By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details.
http:// www5. metrokc. gov /servlet/com.esri.esrimap.Esrimap ?ServiceName= overview &Cl... 10/25/2005
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• •
TASK 2 RESOURCE REVIEW
• •
TASK 2 RESOURCE REVIEW
Adopted Basin Plans and Finalized Drainage Studies:
The property is not located in any know Basin Plans.
Basin Reconnaissance Summary Reports:
No known reports are known to exist.
Critical Drainage Area Maps:
The site is not known to be located in any critical drainage areas.
(FEMA) Maps:
The site is located outside the 100 year flood plain.
Other Offsite Analysis Reports:
None were available
Sensitive Areas Folio:
There were no sensitive areas on or near this site.
DNR Drainage Problems Maps:
Not applicable.
Road Drainage Problems:
Not applicable.
King County Soils Survey:
This site is located outside the King County Soils Survey.
Wetlands Inventory Maps:
There are no wetlands located on or near the site.
Migrating River Studies:
Not applicable.
Drainage Complaints:
There were no relevant drainage complaints in the area.
10/ 3)NOV 04 '05 10: 09AM _TUK ILA D�CD/PPW� CRAMER NW
DAT
MAIM
COMPANY:
•
CITY OF TUKWILA
REQUEST FOR PUBLIC RECORD83
0- (ii*
BlG ADDRSS:
CITY /STATE /MP:
P$DIB :a.5" 92 Ag2 PAS°• g- 9s- Ili- AD.:
P.2 /2 81
P. 2/2
TYPE OF RECORDS YOU ARE REQUESTING:
O Building Permit O Mechanical Permit 4 Boallding Plans
Date Range: Date Range: Date age:
Permit 0: Permit As): Permit «5)
D Land Use File
Date Range:
Permit t(3):
Cl Other:
Orin. Bldg. Kama /Occupant entrust Tenant Name
Site Addts.: ,D 5
PLEA= DIDSCRIBIS IN AS MUCH DETAIL AS POSSIBLE WHAT YOU
LOOKING FOR OR le= COPY OP:
. Pirm, 21 n
FOR OF USE ONL'4!
f z.. C cm) pk»iuts w(rc vC Pe(
ry are . c`2 Geer ie ,
YOUR REQUEST FOR MR= RECORDS WILL DE QED TO smuts FIVE WOREINO
DAYS (RCW 4..1 ?.880).
Thom eVl bta a 16 cast per page cue for ai VP x 11" tad legal. 30 coat charge for 11° * 17'; Oversized
item. vt0 he aseasee0 additional tees (ROW 4.1/.06CJ *inset Waage of cheek. Sou*. cony, on do sot
accept =edit elude.
DATE RECEIV :
11 / / /a5
P:karini isa'atirelFORMS►Recards Request
STAFF INITIALS: 2
• •
TASK 3 FIELD INSPECTION
• •
TASK 3 FIELD INSPECTION
A field inspection was conducted on October 25, 2005 to inspect the onsite
drainage system of the site. Offsite drainage systems were also inspected
downstream approximately 1/4 mile(s) from the discharge point of the site. The
inspection involved investigation of the ten specific items of a Level 1
Inspection per the King County Surface Water Design Manual, 2005. The
inspection yielded the following findings:
1. There were no existing or potential problems observed.
2. The existing drainage system capacity was adequate.
3. There were no existing or potential flooding problems.
4. There were no existing or potential sedimentation, scouring or
bank sloughing problems.
5. No significant destruction of aquatic habitat or organisms was noticeable.
6. Qualitative data such as land use, impervious surfaces, topography, and
soil types was noted and can be found in Task 4 information.
7. Information was collected on pipes, ditches, and structures. This
information is also included in the Task 4 information.
8. Tributary basins delineated in Task 1 were verified.
9. No neighbors were contacted.
10. The weather conditions at the time of the inspection were warm and sunny.
• •
TASK 4 DRAINAGE SYSTEM DESCRIPTION AND
PROBLEM DESCRIPTIONS
• •
TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM
DESCRIPTIONS
Site Drainage
This project is located at 4404 S. 152nd St in Tukwila, Washington. It is located
in Lots 18 and 19, Block 4, of the First Addition to Adams Home Tracts. The
property is approximately .94 acres. The property will be divided into four
residential lots. We propose lots 1, 2 and 3 gain access from a 20' wide paved
road located in a 24' easement off of S 152nd St., while Lot 4 will gain access
from an existing Driveway also off of S 152nd St.
The property has two existing homes, of which one will remain, and one will be
removed. This property also has 2 gravel driveways, part of which will be
removed. It also has 3 sheds, concrete walkways, and a pond which will also be
removed. The remainder of the property is covered mostly with grass and trees.
The existing site drainage sheet flows from the northwest to the southeast. No
significant amounts of upstream flow enter the site.
Soils on this site consist of Arrents Alderwood Material, 6 to 15 percent slope
(AmC).
Offsite Drainage
An Off-Site Analysis Drainage System Table is provided on the next page that
describes in detail the offsite drainage components at (east % mile downstream
from the project discharge location. Please refer to the offsite drainage map in
Task 1 because the map symbols listed in the table correspond to drainage
component symbols on the offsite drainage maps.
Basin: Dawamish River
OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE
SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2
Subbasin Name:
Subbasin Number:
Symbol
Drainage
Component Type,
Name, and Size
Drainage
Component
Description
Slope
'Distance 1
from site
discharge
Existing
Problems
Potential
Problems
Observations of field
inspector, resource
reviewer, or resident
see map
0
Type: sheet flow, swabs,
stream, channel, pipe,
pond; Size: diameter,
surface area
drainage basin, vegetation,
cover, depth, type of sensitive
area, volume
%
' 4 ml = 1,320 ft
constrictions, under capacity, ponding,
overtopping, flooding, habitat or organism
destruction, scouring, bank sloughing,
sedimentation, inc sign, other erosion
tributary area,' likelihood of problem,
overflow, pathways, potential impacts
A
Sheet flow
Flows from NW to SE
onto S 152nd St
9%
0' to
discharge
none
none
No problems observed
B
12" conc pipe with
catch basins
Flows east on 152nd St
and crosses 42nd Ave S
7%
0 -262'
none
none
No problems observed
C
12" conc pipe and
closed drainage
structures empties
into pond
Flows through 2
locked drainage
structures and outlets
to detention pond
4%
262' -380
none
none
No problems observed
imp
IP
Pipe with quarry
spall overflow
Outlets into creek
14%
380' -638'
none
none
No problems observed
E
Creek flows north
6' wide 2" flowing
water on downhill side
of outlet structure
forested side slopes
3%
638' -1290'
none
none
No problems observed
98 -4\inB04
F
36" conc culvert
Flows north across S
150th St
2%
1290' -1350'
none
none
No problems observed
G
Creek 6' wide 2"
flowing water
Flows north in 20'
ravine
2%
1350' -end
none
none
No problems observed
1
•
98- 4 \inB04
• •
TASK 5 MITIGATION OF EXISTING OR
POTENTIAL PROBLEMS
• •
TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS
After a thorough field inspection and a detailed resource review there were no
existing or potential problems. The proposed improvements will not produce a
significant impact to the existing drainage patterns once the site has been
stabilized and the runoff has been controlled via tight lining the downspouts to
the existing storm system in S. 152nd St.
A temporary erosion and sedimentation control plan will be created at the final
design stage to minimize the transport of sediment laden runoff to the
downstream conveyance system.
• •
APPENDIX
THRESHOLD ASSESSMENT
• •
THRESHOLD ASSESSMENT
The below figures represent the impervious surface calculations for this project.
Developed impervious:
3 new homes & driveway @ 2500 each 7,500 sf
On site road 2,732sf
Total 10,232 sf
Credit for impervious removed
Gravel Drive @ % area 1,522sf
Shed south of house 233sf
Shed west of house 376sf.
Pond 307sf
Shed if front of house to be removed 30sf
House 712sf
Total credit 3,180sf
10,232sf
- 3 180s
Adjusted new impervious 7,052sf
Per Section 1.1.2, this project qualifies for a Small Project Drainage Review.
<
nnn7"nni \--"77\ /N.
WART TITL
GUARANTY COMPANY
Subdivision Guarantee
Guarantee No.: SG- 2631 -12263
Effective Date: February 27, 2008 at 12:00 AM
RECEIVED
E,;,; 0 2223
CommuNiTY
DE /ELOP
Fee: $300.00
Order Number: 208164532
The County of KING and any City within which said subdivision is located in a sum not exceeding $1,000.00
That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title
to the land included within the exterior boundary of said Subdivision Guarantee, the only parties having any record title interest
in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting
to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication
as shown in Subdivision Guarantee.
Signed under seal for the Company, but this Guarantee is to be valid only when It bears an authorized countersignature.
Countersigned by
Authorized Countersignature
STEWART TITLE
Company
SEATAC, Washington
City, State
Estewart
Senior Chairman of e Board
President
Guarantee Serial No. SG- 2631 -12263
In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number.
• SUBDIVISION GUARANTEE •
Guarantee No.: SG- 2631 -12263
Order Number: 208164532 Subdivision Guarantee: $300.00
Reference Number: HIEP A. DO Sales Tax: $26.70
Effective Date: February 27, 2008 at Total: $ 326.70
OWNERS: HIEP A. DO, A SINGLE MAN
LEGAL DESCRIPTION:
PARCEL A:
THE SOUTH 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION TO ADAMS
HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF
PLATS, PAGE(S) 50, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE EAST 60.00 FEET OF SAID LOT 18.
(ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY LOT LINE ADJUSTMENT
NUMBER 8603001, BEING A REVISION OF UNRECORDED KING COUNTY LOT LINE
ADJUSTMENT NUMBER 1285062)
PARCEL B:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE EAST 10 FEET OF THE
PROPERTY ADJOINING TO THE EAST, AS PROVIDED FOR BY INSTRUMENT
RECORDED UNDER KING COUNTY RECORDING NUMBER 9210202572.
SUBJECT TO:
1. RESTRICTIONS; CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND
PROVISIONS CONTAINED AND /OR DELINEATED ON THE FACE OF THE SHORT
PLAT RECORDED UNDER KING COUNTY RECORDING NO. 9107031132.
(AS TO THE NORTHERLY ADJOINER)
2. ROAD MAINTENANCE PROVISIONS, AND THE TERMS AND CONDITIONS
THEREOF, CONTAINED IN INSTRUMENT:
RECORDED: OCTOBER 20, 1992
RECORDING NUMBER(S): 9210202572
3. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS, IF ANY, AS CONTAINED
IN UNRECORDED LOT LINE ADJUSTMENT NO. 8603001, BEING A REVISION OF
UNRECORDED LOT LINE ADJUSTMENT NO. 1285062, AS DISCLOSED BY THE
KING COUNTY TAX ROLLS.
Guarantee No: SG- 2631 -12263
�stewart
title guaranty company
SUBDIVISION GUARANTEE •
4. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH
THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31sT.
YEAR: 2008
AMOUNT BILLED: $5,404.14.
AMOUNT PAID: $0.00
AMOUNT DUE: $5,404.14, PLUS INTEREST AND PENALTY,
IF DELINQUENT
LEVY CODE: 2413
TAX ACCOUNT NO.: 004100 - 0600 -05
ASSESSED VALUATION:
LAND: $226,000.00
IMPROVEMENTS: $232,000.00
5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: HIEP A. DO, A SINGLE MAN
TRUSTEE: KAREN L. GIBBON, P.S.
BENEFICIARY:: PEOPLE'S CHOICE HOME FUNDING, A WYOMING
CORPORATION
AMOUNT: $400,000.00, PLUS INTEREST
DATED: OCTOBER 28, 2004
RECORDED: .00TOBER 29, 2004
RECORDING NO.: 20041029002954
ASSIGNMENT OF BENEFICIAL INTEREST:
ASSIGNEE: HSBC BANK USA, NATIONAL ASSOCIATION
DATED: NOVEMBER 17, 2006
RECORDED: NOVEMBER 27, 2006
RECORDING NO.: 20061127001437
BY- REASON -OF SUBSTITUTION BY THE BENEFICIARY, NORTHWEST TRUSTEE
SERVICES, INC. WAS APPOINTED SUCCESSOR TRUSTEE IN INSTRUMENT
RECORDED UNDER RECORDING NO. 20061127001438.
Guarantee No: SG-2631-12263
�stewar°t
title guaranty company
• SUBDIVISION GUARANTEE 111
7. JUDGMENT.
IN FAVOR OF:
AGAINST:
AMOUNT:
FILED:
JUDGMENT NO.:
CAUSE NO.:
CREDITOR'S ATTORNEY:
8. JUDGMENT.
IN FAVOR OF:
AGAINST:
AMOUNT:
FILED:
JUDGMENT NO.:
CAUSE NO.:
CREDITOR'S ATTORNEY:
ANGIE NGUYEN
HIEP ANH DO
$5,000.00, TOGETHER WITH INTEREST,
COSTS AND ATTORNEYS FEES, IF ANY
FEBRURARY 8, 2005
05- 9- 04421 -2
04 -3 -03299 -1
R. HARS GODDARD
DISCOVER BANK
HIEP A. DO
$14,849.16, TOGETHER WITH INTEREST,
COSTS AND ATTORNEYS FEES, IF ANY
JANUARY 13, 2006
06 -9- 01464 -8
06- 2- 02353 -6
PATRICK JAMES LAYMAN
SAID JUDGMENT IS ALSO RECORDED UNDER RECORDING NO. 20060202001416.
9. CLAIM OF LIEN BY THE STATE OF WASHINGTON DEPARTMENT OF DEPARTMENT
OF SOCIAL AND HELATH SERVICES DIVISION OF CHILD SUPPORT:
AGAINST:
AMOUNT:
RECORDED
RECORDING NO.
Guarantee No: SG- 2631 -12263
HIEP DO
$10,358.20
JANUARY 16, 2008
20080116001255
tewart
title guaranty company
SUBDIVISION GUARANTEE •
The Company's liability for this report is limited to the compensation received. This report is
based on the Company's property records, and no liability is assumed for items misindexed
or not indexed in the public records, or for matters which would be disclosed by an inquiry of
parties in possession or by an accurate survey or inspection of the premises. This report
and the legal description given herein are based upon information supplied by the applicant
as to the location and identification of the premises in question, and no liability is assumed
for any discrepancies resulting therefrom. Thls report does not represent either a
commitment to insure title, an examination of or opinion as to the sufficiency or effect of the
matters shown, or an opinion as to the marketability of title to the subject premises.
I certify this Is a true accurate reflection of those documents on file at the King County Court
House, Seattle, Washington as of the date and time referenced above.
Don Peters
:dc
Guarantee No: SG-2631-12263
- stewart
guaranty company
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ORDER NO. e:208/0532
Section Z Z Township__ Range_
Short Plat Rec. No.
Volume 1 2. Page'S 0
42
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65
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This sketch is provided without charge for your information It is not intended to show all mayers related to the property including,
but not limited to area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the
commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference
shoe;.: be made to an accurate survey for further information.
t
N
•
rstewarY
1
18000 International Boulevard South, Suite 510
SeaTac, Washington 98188
206 - 770 -8700 • 888 -896 -1443
fax 206- 770 -8703 • 253 -882 -2033
COPIES OF DOCUMENTS
ORDER NUMBER: 208164532
FOR PROPERTY ADDRESS:
4044 SOUTH 152ND STREET, TUKWILA, WA 98188
Branch :STK,User :8763
Order: 208164532 Title Officer: 41 Commen Station Id :BXRE
20041029002953
KING COUNTY, W
w8EN RECORDED RETURN TO:
Heip Do 5a
40 l`tx So VA 152nd
E2080708
10%?9/ 15:11
KITp C ,235.42
slq.E
vs COMM
IlI
1' lil
ie
PAGE001 OF 001
2004102902953.001
STATUTORY WARRANTY DEED
Grantor: R Harrison S `rq l t
Grantee: HiepA.Do ART
Legal Description (abbreviated) (Full Legal on page 1 hereof): PIN. LTS. 18-19, BLK
4, FIRST ADD. TO ADAMS HOME TRACTS, VOL. 12, PG. 50.
Assessor's Tax Parcel ID#: 004100- 0600 -05
THE GRANTOR, R. Bryan Harrison, a single person, for and in consideration
of TEN DOLLARS ($10.00) and other good and valuable consideration in hand paid,
conveys and warrants to Hiep A. Do, a single man, the following described real
estate, situated in the County of King, State of Washington:
PARCEL A:
THE SOUTH 207.50 FEET OF LOTS 18 AND 19, BLOCK 4, FIRST ADDITION TO
ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE(S) 50, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE EAST 60.00 FEET OF SAID LOT 18;
(ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY LOT LINE
ADJUSTMENT NUMBER 8603001 APPROVED APRIL 8, I986, BEING A REVISION OF
UNRECORDED LOT LINE ADJUSTMENT NUMBER 1285062, APPROVED JANUARY
13, 1986);
PARCEL B:
AN EASTEMENT FOR INGRESS AND EGRESS OVER THE EAST 10 FEET OF THE
PROPERTY ADJOINING TO THE EAST, AS PROVIDED FOR BY INSTRUMENT
RECORDED UNDER KING COUNTY RECORDING NUMBER 9210202572.
o, ;14". cal,
STATUTORY WARRANTY DEED -1
KING,WA
Document: DED WAR
2004.1029002953
Page 1 of 3 Printed on 3/3/2008 9:02:22 AM
Branch :STK,User :8763
Order: 208164532 Title Officer: 41 Commelo
Station Id :BXRE
20041029002963.002
SUBJECT TO: Restrictions, easements and covenants of record, as
ATTACHED hereto and incorporated herein by reference as Exhibit "A ".
Dated this ay of October, 2004.
ACKNOWLEDGED AND ACCEPTED AS TO CONTENT AND FORM:
Hiep A. Do
STATE OF WASHINGTON
COUNTY OF KING
88.
On this day personally appeared before me R. Bryan Harrison, to me known,
or proved to me on the basis of satisfactory evidence, to be the individual described
in and who executed the within and foregoing instrument, and acknowledged that
he siF,ned the same as his free and voluntary act and deed for the purposes therein
mentioned.
GIVEN UNDER MY HAND an
' JOHN S. FORDERHASE
srATE OF WASHINOTOE$
NOTARY— .—PUBLIC
} «• cf•Muusst°l" EXPIRes o6eier
S?A2712VRY WARRANTY DEED - 2
KING,WA
Document: DED WAR
"I. I. •
NOT ' T PUBLIC in and for the
State of ' ashington, residing
at Seattle
Print Name: John Stephen Forderhase
My commission expires 4-4 -07
Page 2 of 3 Printed on 3/3/2008 9:02:24 AM
Branch :STK,User :8763
• Order: 208164532 Title Officer: 41 Cornmeal Station Id :BXRE
EXHIBIT "A"
to
STATUTORY WARRANTY DEED
TITLE TO PROPERTY SUBJECT TO THE FOLLOWING
ROAD MAINTENANCE PROVISIONS, AND THE TERMS AND CONDITIONS
THEREOF, CONTAINED IN INSTRUMENT:
RECORDED: OCTOBER 20,1992
RECORDING NUMBER(S): 9210202572
TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS, IF ANY, AS
CONTAINED IN UNRECORDED LOT LINE ADJUSTMENT NO. 8603001 AS
DISCLOSED BY THE KING COUNTY TAX ROLLS.
STATUTORY WARRANTY DEED - 3 Grantor :A.4 crntea
KING, WA
Document: DED WAR
2004.1029002953
20041029002953.003
Page 3 of 3 Printed on 3/3/2008 9:02:25 AM
Branch :STK,User :8763
9107031132
Order: 208164532 Title Officer: 41 Commenn
•
SIRT PLAT NUMBER 9I -O',5 j
CITY OF TUKWILA, WASHINGTON
LEGAL DESQUP (IONS
BEFORE THE SHORT SUBDIVISION:
North 104 feet of Lots 18 and 19. Block 4, FIRST ADDITION TO
TRACTS, ACCORDING TO TUB Plat recorded in Volume 123igfo7P e,
Ring County, Washington. RECFEE
RECD F
REV S
CRSMSL
AFTER THE SNORT SUBDIVISION:
SBB NEXT ATTACBBD PAGE
9107031132
KING,WA
Document: SPL 1991.07031132
This apex rained for raxrder's aae
Return
ADAMS' BOMB
Page 50,62
2.00
9.00
23.00
** *37.00
AVO Snit Q3AI30311'
II�ifMr..1ri1h i i 1
[AR21991j 1
pj.an!w1`JG f•8°r, f
APPROVAL
Reviewed and approved by the Short
Subdivision Comaitteend hereby certi-
fied . ', ; this of
,19iL•
+ /�
Short Subdivision Committee
DEPARTMENT OP ASSESSMENTS
Examined and approved this
day
DAB
tos
ASKISSOr
Dept al Community Development.
Pluming Dlvldon
villain/He ofSaulhxnletBoulevard 5E''/e °FKw
041 e2. 23 -4
TukvtIa, Waatungton 98188 Para of
bevioo -060s DeputyAssessor
Page 1 of 5
Station Id :BXRE
• ORx.'n .
Printed on 3/3/2008 9:02:42 AM
Branch :STK,User :8763
• Order: 208164532 Title Officer: 41 Comme. Station Id :BXRE
C/
Basis of Bearing Oro.
Ring County Road Iny n..r
(Basis of Bearing)
N 01'05755' E
t
MAP
18•Sp I8'10
'.rs.0\
A H onina
'a
IC: 11 r
'z. Wpm
TA— go.
rga
o _ _
is.
L
5988919 10•1
--� -- = r
E. LINE OP NW 1/4
SEC 22 -23-4
11,4
1
a n a barn t
1
j6.97. ■
■ 1
$
q.
1
0'
24'
FIR
t /Ra %Rack %Q.OVArnow
4Y. Rt.47?ON T 8
p $NBM/ir /NBC /;1
oa,06 P&'41. iNdedr.
1 taah y 40 11.
Land Sor'eyors CertEd:etc
Oaf. ton
ooaalac
6 en
l CR
N0199'05'E
Mt Short Plat correctly repruente a may mods by me or
ender my dlnaUen In cenlonnmc. MOh Out requtemente of
o9prapr1aI 1 ;, etc, to and b been •pert
Names ` �. /i _ 1
��car
Oates
Catlin!' No.
Short Pla1 Number
,
10401'
Yap on fee In Paull
Sealm 1' - 40' etreollon:
Stamp:
Pogo of
KING,WA
Document: SPL 1991.07031132
Page 2 of 5
25x10
Printed on 3/3/2008 9:02:43 AM
Branch :STK,User :8763
9107031132
•
Order: 208164532 Title Officer: 41 Cornmeal Station Id :BXRE
LEGAL DESCRIPTIONS:
AFTER TIIE SHORT SUBDIVISION:
6!11_1.
COMMENCING AT the Northwest corner of Lot 19, Block 4, FIRST AODI7100 TO ADAMS'
HOME TRACTS;
thence S 88.05'46' E, along the North line of said Lot 19, 195.80 feet, to the
POINT OF BEGINNING;
thence S 81 °54'14' N, 47.28 feeti
thence S 35°17'38' 0, 68.26 feet, to the South line of the North 124 feet of
Lot 18, said Olock, said Plat;
thence 9 88 °05'46' E, along field South line, 108.38 feet, to the East line of
said Lot l8;
thence N 01005•58' 9, along said East line, 104.81 feet, to the Northeast
corner of said Lot 181
thence N 8845'46" N, along the North line of said Lot 18, 61.35 feet, to the
POINT OF BEGINNING.
64L3
COMMENCI$0 AT the Northwest earner of Lot 19, Block 4, FIRST ADDITION TO ADAMS'
NONE TRACTS;
thence 5 88 °85'46' E. along the North line of said Lot 19, 155.00 feet, to the
POINT OF BEGINNING;
thence continuing S 08085'460 E, along said North line, 49.00 feet'
thence S 81 °54'14° W, 47.80 feet;
thence S 35 °17'38° N, 68.26 feet, to the South line of the North 104 feet of
Lot 18, said Block, said Plat;
thence N 88 085'46' N, along said South line, 71.17 feet;
thence N 01 °06.85' E, 66.37 feet;
thence N 73.28'06' E, 59.02 feet;
thence along a curve, concave left, with a radius of 28.00 feet, through a
central angle of 71 °33'53', a distance of 24.98 feet, to the North line of said
Lot 18, and the POINT OF BEGINNING.
L0T 3
BEGINNING AT the Northwest corner of Lot 19, Dloct 4, FIRST ADDITION TO ADAMS'
HOME TRACTS;
!helms S 81 006'05' N, along the Nest Ilne of said Lot 19, 104.01 feet, to the
South line of the North 184 feet of said Lot 19;
theace 9 88°85'46" E, along said South line, 85.68 feet;
theace N 01006'05' E, 66.37 feet;
theace N 73 °20'06' E, 59.02 feet;
thence along a curve, concave left, with a radius of 20.00 feet, through a
central angle of 7 *33'53', a dtstagc8 of 24.98 feet, to the North line of Lot
18, said Block, said Mite-
thence N 88 °05'46' N, plop the North line of said Lot 18, 155.80 feet, to the
POINT OF BEGINNING. •
1 ,
1
} :•r PAGH of
•
KING,WA
Document SPL 1991.07031132
Page 3 of 5
25x In
Printed on 3/3/2008 9:02:45 AM
Branch :STK,User :8763
9107031132
•
Order: 208164532 Title Officer: 41 Comme Station Id :BXRE
SIGNATURES
DECLARATION:
Know all men by these presents that we, the undersigned, oweer(s) In fee simple and/or contract
purcitaserts) of the tams herein riesaibed do hereby makea short subdivision thereof pursuant to
RCW 5837.060 and acknowledge thatsaidsubdivlsionshall not befurtherdividedIn any manner
within a period of five years, froukdateofrecord , without the filing define! plat. The undersigned
further dedare 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(s).
In witness whereof we have set our hands and seals.
Name Name
Name Name
Name: Name
Nam e• Name:
1 4ii . 1,.. •
STATE OF WASHINGTON
County of King
On this day personally appeared before me—.4' / • ' + `i t 1`) i l
to me known to be the individual desaibed in dnd who executed the within and foregoing in-
strument, and acknowledge that • l' t signed the same as l + free and voluntary act and
deed, for the uses and purposes therein mentioned
GIVEN under my hand and offldal seal this._:_' day of 111n. tC \ \
�����gt1h'- -
tary Public In and for the Stated Washington,
ingat t. .,•' . �u u■ k', n,l..,rc�:.
NOTAR. �
r
STATE OF WAS -+•4-
Countyoflcing yam► PUBLIC -.off.'
0_
On this day personally/• e
tome known to be the (n. ((l,{{ t ;..., in and who executed the within and foregoing In-
strument, and acknowledge tile?" signed the same as free and voluntary act and
deed, for the uses and purposes therein mentioned
GIVEN under my hand and official seal this day of ,19.
Notary Public In and for the State of Washington,
residing at
•.
KING, WA
Document: SPL 1991.07031132
Page of
25x0 .
Page 4 of 5 Printed on 3/3/2008 9:02:46 AM
Branch :STK,User :8763
•
DECLARATION:
Order: 208164532 Title Officer: 41 Commen Station Id :BXRE
•AFFIDAVIT OF OWNERSHIIo
Know all men by these presents that we, the undersigned,owner(s) in fee simple and /or contract
I,u1uYYeea (a. w (1te iauu Lucia: ueaui'uea aw iusevy uawe a,Y atq,iiwtiuu iut a uuuituaty une ad-
justment/tot consolidation thereof. The undersigned further dedare that the attached map is the
graphic representation of said boundary line adjustment /lot consolidation and the same is made
with the free consent and in accordance with the desire of the owner(s).
In witness whereof we have set our hands and seals.
Name; _ 2 vt, , az../ Nante:
Name j ;/,4 SOU Name;
Name: Name:
Name; Name:
STATE OF WASHINGTON
County of King
On this day personally appeared before me r' Lf e
to me known to be the individual de/scribed in and who execve within and foregoing in-
strument; and adtnowledge that,/ f I t.. signed the saute as r free and voluntary act and
deed, for the user and purposes therein mentioned.
_``%%%% u ttfttt
r4GIVEN. ) Tidal seal this.? l day of 1)1(1. '.(' \ ,19�.
C " R):‘, � Notary Public in and for the State of Washington, itegul
i NOTA : residing at 7 _ ,� ( r L.
°
VA, PUBLIC jcii
C)
County gWAS
t>ttan••••‘
On this day personally appeared before me %ki r 'h a f 'Dr tC IA
to me known to be the individual described In and who execut d the within and foregoing in-
strument, and acknowledge that, r Jt i signed the same as;/ri J/ /; 1 free and voluntary act and
deed, for the uses and purposes th n mentioned.
GIVEN under my hand and offidal seal this .7. day of h.V 1\ ,19a.
1 _ •' Notary Public In and for the State of Washington,
TS al .; • .- (f "" j \Yt u i.4 \c "1 3.
• Page of
KING,WA Page 5 of 5
Document: SPL 1991.07031132
9l v i f
Printed on 3/3/2008 9:02:47 AM
Branch
9210202572
SUBJECT TO TEE FOLLOWING:
1. Grantees shall have the right at all times to enter tho
premises described above for the purpose of inspecting,
maintaining, improving, repairing, constructing, reconstructing,
locating and relocating the ingress and egress access and utilities
lines.
7 2. It is understood that the utilities lines as presently
✓ constituted serve only the -grantees. The cost of any inspection,
maintenance, improvement, repair, construction, reconstruction, or
relocation of the utilities linen shall he borne by the Grantee and
their successors and assigns for so long as the utilities lines
serve only the Grantees and their successors and assigns. If at
ouch time in the future as the utilities lines also serve the
Grantors, the above costs shall be borne on a pro -rata basin.
3. It is understood that the access for ingress and egress as
presently constituted serves as the primary access for the Grantors
and not as primary access for the Grantees. The cost of any
inspection, maintenance, improvement, repair, construction,
reconstruction, or relocation of the roadway shall be borne by the
Grantors and their successors and assigns for so long as the
Grantees do not use the easement as their primary access to their
property. This obligation to pay for costs shall only apply to
that portion of the access whioh..reaches from the highway to the
Grantor's residence. If at such time the Grantees or their
ouccessore, use the easement for their primary access to their
property, the above costs shall be borne on a pro -rata basis.
�jj�Jj�Q �j M
•
Order: 208164532 Title Officer: 41
0
EASEMENT FOR INGSESS, EGRESS, AND UTILITIES
For and in consideration of TEN AND NO /100 DOLLARS (510.00) in
hand paid, the benefits derived and to be derived by the Grantors
herein, and other good and valuable consideration, receipt whereof
is hereby acknowledged, Grantors, BRIAN J. MATTHEWS and TERESA E.
MATTHEWS, husband and wife, hereby convey and warrant to Grantees,
ESTATE OF GRETCHEN STELZER, aka MARGARET STELZER, their successors
and assigns, a perpetual, nonexclusive easement under, over,
through and across the property described in Exhibit A, attached
hereto and by this reference incorporated herein, for ingress,
egress, and utilities now in place or hereafter constructed;
rThe above - described easement is appurtenant to and for the benefit
cmof the present owners, their hairs and assigns, of the property
described in Exhibit B, attached hereto and by this reference
incorporated herein;
EXCISE Tr•:; `�:, •, -:.,
bl„07nt..rwa.n.
KING, WA
Document: EAS 1992.
1
oc.rint
Printed on 3/3/2008 9:02:39 AM
Station Id :BXRE
Branch :STK,User :8763
11u1A lilid AUl1
•
Order: 208164532 Title Officer: 41 Commelo
•
Pitag 20F3
EXHIBIT A
The Wont 10 feet of the East 60 feet of the South 20/.5
feet of Lot 18, Block 4, First Addition to Adams Some
Tracts, according to the plat recorded in volume 12 of
plats, page 50, in ling County, Washington.
EXHIBIT 13
The 8south 207.50 feet of lots 18 and 19,
Addition to Adam Home Tracts, according to
recorded in 'Hamm 12 of Plats, page 50,
Washington;
EXCEPT the east 60.00 feet of said lot 18.
. . -
A
Block 4, First
the plat thereof
in King County,
KING,WA
Document: EAS 1992.10202572
Page 2 of 3
t
Station Id :BXRE
•
•
Printed on 3/3/2008 9:02:40 AM
Branch :STK,User :8763
st=
•
Order: 208164532 Title Officer: 41 Commen
•
•
OCT 09 '92 021 :9
3oF3
P.02
IN WITNESS WHEREOF this easement is executed on this54) / day
of October, 1992.
CU
r-
U1 STATE OF WASHINGTON )
SO.
O COUNTY OF RING I.
Teresa B. Matthews
N I hereby certify that I know or have satisfactory evidence
ON that BRIAN 3. MATTHEWS and TERBSA 8. MATTHEWS are the persona who
appeared before me, and said persons acknowledged that they signed
this instrument and acknowledged it to be their free and voluntary
act for the uses �a/nd purposes mentioned in thin instrument.
BATED this T, day or October, 1992.
NOTARY PUBLIC in and for t
State of Washington,
Residing atteiLf
My commission expires: 61—/9-96
.
Station Id :BXRE
KINO,WA
Document: EAS 1992.10202572
Page 3 of 3
Printed on 3/3/2008 9:02:41 AM
• •
RECEIVED
t4 p,?, 0:) 2308
COMMUNITY
DEVEIDP'
GEOTECHNICAL ENGINEERING STUDY
PROPOSED 5 -LOT PLAT •
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
L &A Job No. 5A124
Date: October 5, 2005
Prepared for:
Mr. Hiep Do
4044 South 152 "d Street
Tukwila, WA 98188
Prepared By:
Liu & Associates, Inc.
19213 K.enlake Place NE
Kenmore, Washington 98028
• •
LIU & ASSOCIATES, INC.
Geotechnical Engineering
Engineering Geology Earth Science
October 5, 2005
Mr. Hiep Do
4044 South 152 "d Street
Tukwila, WA 98188
Dear Mr. Do:
Subject: Geotechnical Engineering Study
Proposed 5 -Lot Plat
4044 South 152 "d Street
Tukwila, Washington
L &A Job No. 5A124
INTRODUCTION
We have completed a geotechnical engineering study for the subject plat site located at 4044
South 152 "d Street in Tukwila, Washington. The Parcel No. of the property is 0041000600. The
general location of the site is shown on Plate 1 — Vicinity Map. The purpose of this study is to
characterize the subsurface conditions of the site and provide geotechnical recommendations for
grading, surface and ground water drainage control, erosion mitigation, and foundation design
and construction. Presented in this report are our findings and geotechnical recommendations for
the proposed development of the site.
PROJECT DESCRIPTION
For our use in this study, you provided us with a plat plan of the proposed development for the
site. According to this plan, we understand that the site will be developed into five single - family
residential building lots. We also understand that the existing residence on Lot 4 (the north side
center lot) will remain, the detached carriage house and shed will be demolished, and a new
residence will be constructed on each of the remaining four lots. The terrain within the site is
very gently to moderately sloped. and we understand that grading for the proposed development
19213 Kenlake Place NE Kenmore, Washington 98028
Phone (425) 483 -9134 Fax (425) 486 -2746
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 2
will generally follow the existing contours of the site with minimal cut and fill. The existing fish
pond in the middle of Lot 3 (the northeast lot) will be removed and filled.
SCOPE OF SERVICES
Our scope of services for this study comprises specifically the following:
1 Review the geologic and soil conditions at the site based on a published geologic map.
2. Explore the site for subsurface conditions with backhoe test pits to a firm bearing soil
stratum or to the maximum depth (about 12 feet) capable by the backhoe used for
excavating the test pits, whichever occurs first.
3. Perform necessary geotechnical analyses and provide geotechnical recommendations for
grading, erosion mitigation, surface and ground water drainage control, and foundation
design and construction, based on subsurface conditions encountered in the test pits and
results of our geotechnical analyses.
4. Prepare a written report to present our findings, conclusions, and recommendations.
SITE CONDITIONS
SURFACE CONDITIONS
The site is a rectangle- shaped tract of land, measuring about 197 feet wide along South 152"
Street by about 207 feet deep. It is located on the north side of the intersection of South 152"
Street and 40th Avenue South, and is adjoined by residential developments to the north, east and
west. The site is situated on a broad, gentle to moderately -steep slope descending gently to
moderately steeply to Duwamish River at a short distance to the east of the site. The terrain over
of the site generally slopes down very gently to moderately easterly at 4.5 to 20 percent grade
over about its northern half, and gently to moderately southeasterly at 8 to 25 percent grade over
about its southern half. .
LIU & ASSOCIATES, INC.
1 •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 3
The site is currently occupied by an existing house in the middle of the site, a detached carriage
house near the northwest corner of the site, a small shed on the central west side and a fish pond
in the central eastern area of the site. The site is dotted along its perimeters with mature
deciduous trees, and the unpaved areas within the site is mostly covered with lawn grass.
GEOLOGIC SETTING
The Preliminary Geologic Map of Seattle and Vicinity, Washington, by H. H. Waldron, B. A.
Liesch, D. R. Mullineaux, and D. R. Crandell, published by U. S. Geological Survey in 1962,
was referenced for the geologic and soil conditions at the site. According to this publication, the
surficial soil unit at and in the vicinity of the site is mapped as Glacial Till (Qt).
The geology of the Puget Sound Lowland has been modified by the advance and retreat of
several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to
the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has
occurred during the later stages of the Pleistocene Epoch and retreated from the region some
14,500 years ago.
The glacial till soil unit was deposited directly by glacial ice during the most recent glacial period
as it advanced over an eroded, irregular surface of older formations and sediments. It is a very
dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often
referred to as "hard pan". The till soils over the top two to four feet are normally weathered to a
medium -dense state, and is moderately permeable and compressible. The underlying fresh till is
very dense and is practically impervious to stormwater infiltration. The fresh till has the strength
of low -grade concrete and can stand in steep natural slopes or man-make cuts for a long period.
If remains undisturbed and well- drained, the fresh till can provide excellent foundation support
with little settlement expected.
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 4
SUBSURFACE CONDITIONS
Subsurface conditions of the site were explored with five test pits spread throughout the site.
The test pits were excavated on October 4, 2005, with a track - mounted backhoe to depths from
4.0 to 6.0 feet. The approximate locations of the test pits are shown on Plate 2 - Site and
Exploration Location Plan. The test pits were located with either a tape measure or by visual
reference to existing topographic features in the field and on the topographic survey map, and
their locations should be considered only accurate to the measuring method used.
A geotechnical engineer from our office was present during subsurface exploration, who
examined the soil and geologic conditions encountered and completed logs of test pits. Soil
samples obtained from each soil unit in the test pits were visually classified in general
accordance with United Soil Classification System, a copy of which is presented on Plate 3.
Detailed descriptions of soils encountered during site exploration are presented in test pit logs on
Plates 4 through 6.
The test pits revealed that the soil conditions are fairly uniform throughout the site. All test pits
encountered a light -gray fresh till deposit of very- dense, weakly to well cemented, silty, fine sand
with a trace to some gravel, at depths from 2.5 to 3.7 feet below existing grade. This fresh till
deposit is overlain by a layer of weathered soils of brown to light - brown, medium- dense, silty
fine sand, with a trace of, about 0.8 to 2.2 feet thick, which is topped by a layer of dark -brown
topsoil of loose, organic, silty fine with a trace to some gravel from 1.0 to 1.7 feet thick.
Underlying the fresh till stratum in Test Pits 1 and 5 is a brown to brown -gray deposit of dense to
very- dense, very weakly cemented, slightly silty, fine to medium sand with a trace of gravel,
which appears to be soils in the transitional zone from glacial till to advance outwash deposit.
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 5
GROUNDWATER CONDITION
Groundwater seepage was not encountered in any of the test pits. The fresh till soil stratum
underlying the site at shallow depth, however, is practically impervious and would perch
stormwater infiltrating into the more permeable surficial soils. The depth to and the amount of
perched groundwater may fluctuate seasonally, depending on precipitation, surface runoff,
ground vegetation cover, site utilization, and other factors. The perched groundwater may
completely dry up in the summer months and accumulate and rise in the wet winter months.
DISCUSSIONS AND RECOMMENDATIONS
GENERAL
Based on the soil conditions encountered from our subsurface explorations, it is our opinion that
the site is suitable for the proposed development from the geotechnical engineering viewpoint.
The loose topsoil and the underlying medium -dense weathered soils should be completely
stripped within the access driveways, the building pads and in areas where the subgrade soils are
to support structural or traffic loads. The underlying fresh till soils are very- dense, and are
capable of providing adequate foundation support to the proposed driveways and buildings.
Conventional footing foundations placed on or into the underlying, very- dense, fresh till soils
may be used for supporting the buildings. Structural fill, if required for site grading, should be
placed on proof - rolled, unyielding, undisturbed, firm, fresh till soils following the stripping of the
surficial unsuitable soils.
The on -site soils contain a high percentage of fines, and is sensitive to moisture. It can also be
saturated quickly and result in heavy runoff. Curtain drains or ditches may be installed along the
upslope boundaries of the site, as required, to intercept and drain surface runoff and near - surface
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 6
perched groundwater away from construction areas and to facilitate grading and foundation
construction work.
GEOLOGIC HAZARDS AND REMEDIATION
Landslide Hazard
The very- dense, fresh till soils underlying the site at shallow depth are of very high shear strength
and have excellent resistance against slope failures. The site is very gently to moderately sloped.
Therefore, the potential for landslides to occur on the site should be minimal.
Erosion Hazard
The surficial topsoil and the underlying weathered soils are of low to moderate resistance against
erosion, while the underlying very-dense fresh till soils are of moderately high resistance against
erosion. The very gentle to moderate terrain of the site would greatly reduce its soil erosion
potential. To further mitigate soil erosion potential, the exposed unpaved ground within the site
resulted from construction activities should be re- vegetated. Stormwater over impervious
surfaces, such as roofs and roadway, should be captured by underground drain line systems and
by catch basins installed in the driveways. Collected water should be tightlined to discharge into
a storm sewer or a suitable stormwater disposal facility.
Seismic Hazard and Design Consideration
Puget Sound region is in an active seismic zone. The site is underlain at shallow depth by very-
dense, weakly to well cemented, fresh till soils of high shear strength. The site is very gently
sloped and there is a lack of shallow, extensive, static, groundwater table under the site.. The
combination of the above makes it rather unlikely for liquefaction or soil lateral spreading to
occur on the site during strong earthquakes. Therefore, the seismic hazard should be minimal for
the site. The residential buildings to be constructed on the site, however, should be designed to
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 7
withstand seismic forces induced by strong earthquakes. Based on the soil conditions
encountered by the test pits, we recommend that Seismic Use Group I and Site Class C be used in
the seismic design of the proposed residences in accordance with the 2003 International Building
Code (IBC).
SITE PREPARATION AND GENERAL GRADING
Site preparation should include clearing and grubbing within construction limits. The existing
carriage house and shed on the site to be demolished should have their foundations completely
removed. The surficial topsoil and loose weathered soils should be stripped within the
driveways, building pads and in areas where structural fill is to be placed. The exposed soils
should be compacted to a non - yielding state with a vibratory roller compactor and proof - rolled
with a fully loaded dump truck or water truck. Storm runoff, if any, should be directed away
from the construction area with ditches or curtain drains to minimize erosion and facilitate
grading during construction.
The on -site surficial soils contain a high percentage of fines and are sensitive to moisture. A
layer of clean quarry spalls placed over excavated areas and areas of frequent traffic, as required,
to protect the subgrade soils from disturbance by construction traffic. Silt fences should be
erected along the downslope boundaries of the site to prevent sediments being transported onto
adjoining properties or the streets by storm runoff. The bottom edge of the silt fence should be
embedded in a trench and ballasted with crushed rock or gravel.
EXCAVATION AND FILL SLOPES
Under no circumstance should excavation slopes be greater than the limits specified by local,
state and federal safety regulations if workers have to perform construction work in excavated
areas. Unsupported temporary cuts greater than 4 feet in height should not be steeper than
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 8
1 H:1 V in the topsoil and weathered soils, and may be vertical in the underlying, light -gray very-
dense, cemented, fresh till soils if the overall depth of excavation does not exceed 10 feet.
Permanent cut banks should be no steeper than 2H:1 V in the topsoil and weathered soils, and no
steeper than 1 -1 /2H:1 V in the underlying very- dense, fresh till soils.
Permanent fill embankments required to support structural or traffic load should be constructed
with compacted structural fill placed over undisturbed, proof - rolled, firm, fresh till soils after the
surficial unsuitable soils are completely stripped. Permanent fill to be placed over slopes steeper
than 20 percent grade should be retained structurally. The exposed ground exceeding 20 percent
grade should be benched with vertical steps not exceeding 4 feet tall prior to placing structural
fill. The slope of permanent fill embankments should be no steeper than 2H:1 V. Upon
completion, the sloping face of permanent fill embankments should be thoroughly compacted to
a non - yielding state with a hoe -pack.
The above recommended cut and fill slopes are under the assumption that groundwater seepage
will not be encountered during construction. If groundwater seepage is encountered, the
construction should be immediately halted and the slope stability re- evaluated. The slopes may
have to be flattened and other measures taken to stabilize the slopes. Surface runoff should not
be allowed to flow uncontrolled over the top of cut or fill slopes. Permanent cut slopes or fill
embankments should be vegetated as soon as possible for long -term stability, and should be
covered with plastic sheets, as required, to protect them from stormwater until the vegetation is
fully established.
STRUCTURAL FILL
Structural fill is the fill that support structural or traffic load. Structural fill should consist of
clean soils with particles not larger than four inches and should be free of organic and other
L1U & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 9
deleterious substances. Structural fill should have a moisture content within one percent of its
optimum moisture content at the time of placement. The optimum moisture content is the water
content in the soil that enable the soil to be compacted to the highest dry density for a given
compaction effort.
The on -site soils contain too much fines and may be used as structural fill only under fair weather
condition when its moisture content can be controlled to close to its optimum moisture content.
Imported material for structural fill should be clean, free - draining, granular soils containing no
more than 5 percent by weight finer than the No. 200 sieve based on the fraction of the material
passing No. 4 sieve, and should have individual particles not greater than four inches. Imported
structural fill should be stockpiled and covered separately from the on -site soils.
Structural fill should be placed in lifts no more than 10 inches thick in loose state, with each lift
compacted to a minimum percentage of the maximum dry density determined by ASTM D1557
(Modified Proctor Method) as follows:
Application % of Maximum Dry Density
Within building pads of the building lots 95%
Roadway /driveway subgrade 95% for top 3 feet and 90% below
Retaining wall backfill 90%
Utility trench backfill 95% for top 4 feet and 90% below
BUILDING FOUNDATIONS
Conventional footing foundations may be used for supporting the new residences to be
constructed on the site. The footing foundations should be placed on or into the underlying,
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 10
undisturbed, very- dense, fresh till soils or on compacted structural fill constructed on undisturbed
fresh till soils. The depth to the fresh till is estimated at about 3.0 to 4.5 feet below existing
grade. Water should not be allowed to accumulate in excavated footing trenches. Disturbed
soils in footing trenches should be completely removed or thoroughly re- compacted prior to
pouring concrete for the footings.
If the above recommendations are followed, our recommended design criteria for footing
foundations are as follows:
• Allowable soil bearing pressure, including dead and live loads, should be no greater than
3,000 psf for footings poured on or into the light -gray, very- dense, fresh till soils, and no
greater than 2,500 psf on compacted structural fill over fresh till soils. The footing
bearing soils should be verified on -site by a geotechnical engineer after the footing
trenches have been excavated and before the footings are poured.
• The minimum depth to bottom of perimeter footings below adjacent final exterior grade
should be no less than 18 inches. The minimum depth to bottom of the interior footings
below top of floor slab should be no less than 12 inches.
• The minimum width should be no less than 16 inches for continuous footings, and no less
than 24 inches for individual footings.
A one -third increase in the above recommended allowable soil bearing pressure may be used
when considering short-term, transitory, wind or seismic loads. For footing foundations designed
and constructed per recommendations above, we estimate that the maximum total post -
construction settlement of the buildings should be 1/2 inch or less and the differential settlement
across building width should be 3/8 inch or less.
Lateral loads on buildings can be resisted by the friction force between the foundations and the
subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations.
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 11
For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with
a clean, free - draining, compacted structural fill. We recommend that an equivalent fluid density
(EFD) of 350 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral
resistance. The above passive pressure assumes that the backfill is level or inclines upward
behind the foundations for a horizontal distance at least twice the depth of the foundations below
final grade. A coefficient of friction of 0.65 between the foundations and the subgrade soils may
be used. These are unfactored values, and a proper factor of safety should be used in calculating
the resisting forces against lateral loads on the buildings.
SLAB -ON -GRADE FLOORS
Slab -on -grade floors, if used, should be placed on firm subgrade prepared as outlined in the SITE
PREPARATION AND GENERAL EARTHWORK and the STRUCTURAL FILL sections of
this report. Where moisture control is critical, the slab -on -grade floors should be placed on a
capillary break which is in turn placed on the compacted subgrade. The capillary break should
consist of a minimum four - inch -thick layer of free - draining gravel or crushed rock containing no
more than 5% by weight passing the No. 4 sieve. We recommend that a vapor barrier, such as a
6 -mil plastic membrane, be placed over the capillary break to keep moisture from migrating
upwards.
PAVED DRIVEWAYS
Performance of paved driveways is critically related to the conditions of the underlying subgrade
soils. We recommend that the subgrade soils within the driveways be treated and prepared as
described in the SITE PREPARATION AND GENERAL EARTHWORK section of this report.
Prior to placing base material, the subgrade soils should be compacted to a non - yielding state
with a vibratory roller compactor and proof - rolled with a piece of heavy construction equipment,
such as a fully - loaded dump truck. Any areas with excessive weaving or deflection should be
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 12
over - excavated and re- compacted or replaced with a structural fill or crushed rock placed and
compacted in accordance with the recommendations provided in the STRUCTURAL FILL
section of this report.
We recommend that an 4- inch -thick minimum, compacted, crushed rock base (CRB), consisting
of 7/8 -inch -minus crushed rock, be used for the driveways. The crushed rock or subgrade base
should be topped with 2 -inch asphalt treated base (ATB) and 2- inch -thick Class B asphalt
concrete (AC).
SITE DRAINAGE
Site and Driveway Grading
The on -site fine- grained surficial soils are of moderately low permeability. The surficial soil can
be saturated quickly and heavy runoff and near - surface groundwater may be encountered during
periods of heavy rain. To minimize potential difficulties for site and driveway grading work due
to storm runoff and groundwater seepage during construction, one or more lines of ditches or
curtain drains may be installed, as required, to intercept storm runoff and near - surface
groundwater flow. Water thus collected should be direct into a temporary storage and settling
pond before being released into a suitable stormwater disposal facility.
Building Footprint Excavation
Excavation of building footprints, if encountering groundwater, should have the bottom of
excavation sloped and ditches excavated along the bases of the cut banks to direct groundwater
seepage to flow into a sump pit from which water can be pumped out of the pit into a temporary
storage and settling pond. A layer of 2 -inch crushed rocks should be placed over firm subgrade
soils under footings, as required, to protect the soils from disturbance by construction equipment
and foot traffic. This crushed rock base should be built to a few inches above groundwater level,
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 13
but not less than 6 inches thick. The crush rock base should be compacted in 12 -inch lifts to a
non - yielding state with a vibratory mechanical compactor.
Runoff over Impervious Surfaces
Storm runoff over impervious surfaces, such as roofs and paved driveways, should be collected
by underground drain line systems connected to downspouts and by catch basins installed in the
driveways. Stormwater thus collected should be tightlined to discharge into a storm sewer or a
suitable stormwater disposal facility
Surface Drainage
Water should not be allowed to stand in any areas where footings, slabs, or pavement is to be
constructed. Final site grades should allow storm runoff to flow away from the building. We
recommend the finish ground be sloped at a gradient of 3 percent minimum for a distance of at
least 10 feet away from the building, except in the areas to be paved.
Building Footing Drains
A subdrain should be installed around the perimeter footings of each building to be constructed
on the site to minimize accumulation of groundwater under the buildings. The subdrains should
consist of a 4- inch - minimum - diameter, perforated, rigid, drain pipe, laid a few inches below the
bottom of perimeter footings. The trenches and the drain lines should have a sufficient gradient
to generate flow by gravity. The drain lines should be embedded in washed gravel completely
wrapped in non -woven filter fabric to within about 12 inches of finish grade. The remaining
trench may be backfilled with on -site impervious soils. Water collected by the perimeter footing
subdrains should be tightlined, separately from the roof and surface stormwater drain systems, to
discharge into a storm sewer or a suitable stormwater disposal facility.
LIU & ASSOCIATES, INC.
• •
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 14
Sufficient number of cleanouts at strategic locations should be provided for the underground
drain line systems. The underground drain line systems should be maintained periodically to
prevent clogging.
LIMITATIONS
This report has been prepared for the specific application to the subject project for the exclusive
use by Mr. Hiep Do, and his associates, consultants and representatives. We recommend that this
report, in its entirety, be included in the project contract documents for the information of the
prospective contractors for their estimating and bidding purposes. The conclusions and
interpretations in this report, however, should not be construed as a warranty of the subsurface
conditions. The scope of this study does not include services related to construction safety
precautions and our recommendations are not intended to direct the contractor's methods,
techniques, sequences or procedures, except as specifically described in this report for design
considerations.
Our recommendations and conclusions are based on soil conditions encountered in the test pits,
our engineering analyses, and our experience and engineering judgment. The conclusions and
recommendations are professional opinions derived in a manner consistent with the level of care
and skill ordinarily exercised by other members of the profession currently practicing under
similar conditions in this area. No warranty, expressed or implied, is made.
The actual subsurface conditions encountered during construction may vary from those
encountered in the test pits. The nature and extent of such variations may not become evident
until construction starts. If variations occur then, we should be retained to re- evaluate the
recommendations of this report, and to verify or modify them in writing prior to further
construction.
LIU & ASSOCIATES, INC.
October 5, 2005
Proposed 5 -Lot Plat
L &A Job No. 5A124
Page 15
• •
CLOSURE
We are pleased to be of service to you on this project. Please feel free to call us if you have any
questions regarding this report or need further consultation.
Six plates attached
ExPiRES 7/17// p� ,
Yours very truly,
LIU & ASSOCIATES, INC.
J. S. (Julian) Liu, Ph.D., P.E.
Consulting Geotechnical Engineer
LIU & ASSOCIATES, INC.
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LIU & ASSOCIATES, INC.
Geotechnical Engineering • Engineering Geology • Earth Science
VICINITY MAP
PROPOSED 5 -LOT PLAT
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
JOB NO. 5A124 1 DATE 9/28/2005 PLATE 1
282
?8P
'78-
8
HOUSE IS 1.7'-2.1'±
N. OF PROP. LINE
270
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LOT 5
10'
LOT 4
10,893± S0. FT
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LOT 19
HOUSE
F.F.m 278.8±
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A OT It
! L•
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HOUSE
16' ACCESS &
LOT 1
6,736i SQ. FT.
UTILITY EASEMENT
21
LOT 2
6,740 SQ. FT.
10' ACCESS &
UTILITY EASEMENT
230
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SITE BENCHMARK
SET 600 NAIL IN GAP.
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S. 152ND ST.
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LIU & ASSOCIATES, INC.
Geotechnical Engineering • Engineering Geology • Earth Science
SITE AND EXPLORATION LOCATION PLAN
PROPOSED 5 -LOT PLAT
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
JOB NO. 5A124 DATE 9/28/2005 PLATE
•
UNIFIED SOIL CLASSIFICATION SYSTEM
MAJOR DIVISIONS
GROUP
SYMBOL
GROUP NAME
COARSE -
GRAINED
SOILS
MORE THAN 50%
RETAINED ON THE
NO. 200 SIEVE
GRAVEL
MORE THAN 50% OF
COARSE FRACTION
RETAINED ON NO. 4 SIEVE
CLEAN
GRAVEL
GW
WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL
GP
POORLY - GRADED GRAVEL
GRAVEL WITH
FINES
GM
SILTY GRAVEL
GC
CLAYEY GRAVEL
SAND
MORE THAN 50% OF
COARSE FRACTION
PASSING NO. 4 SIEVE
CLEAN
SAND
SW
WELL - GRADED SAND, FINE TO COARSE SAND
SP
POORLY - GRADED SAND
SAND WITH
FINES
SM
SILTY SAND
SC
CLAYEY SAND
FINE -
GRAINED
SOILS
MORE THAN 50%
PASSING ON THE
NO. 200 SIEVE
SILT AND CLAY
LIQUID LIMIT
LESS THAN 50%
INORGANIC
ML
SILT
CL
CLAY
ORGANIC
OL
ORGANIC SILT, ORGANIC CLAY
SILTY AND CLAY
LIQUID LIMIT
50% OR MORE
INORGANIC
MH
SILT OF HIGH PLASTICITY, ELASTIC SILT
CH
CLAY OF HIGH PLASTICITY, FAT CLAY
ORGANIC
OH
ORGANIC SILT, ORGANIC SILT
HIGHLY ORGANIC SOILS
PT
PEAT AND OTHER HIGHLY ORGANIC SOILS
NOTES:
1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION
OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488 -83.
2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED
ON ASTM D2487 -83.
3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE
BASED ON INTERPRETATION OF BLOW -COUNT DATA, VISUAL
APPEARANCE OF SOILS, AND /OR TEST DATA.
SOIL MOISTURE MODIFIERS:
DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO
THE TOUCH
SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY
MOIST - DAMP, BUT NO VISIBLE WATER
VERY MOIST - VERY DAMP, MOISTURE FELT TO THE TOUCH
WET - VISIBLE FREE WATER OR SATURATED,
USUALLY SOIL IS OBTAINED FROM BELOW
WATER TABLE
LIU & ASSOCIATES, INC.
Geotechnical Engineering Engineering Geology • Earth Science
UNIFIED SOIL CLASSIFICATION SYSTEM
PLATE 3
Logged By: JSL
EST PIT NO.
Date: 10/4/2005
1
•
Ground El. 266.0' ±
Depth
ft.
USCS
CLASS.
Soil Description
Sample
No.
W
%
Other
Test
_
1
—_
2 _
OL
Duff on surface
Dark - brown, loose, organic, silty fine SAND, with fine roots,
slightly moist (TOPSOIL)
_
1 —
SM
Brown to light- brown, medium - dense, silty fine SAND, trace
3
_
4
s--
5 _
_
6
SM
\ gravel, dry
Light -gray, very- dense, silty fine SAND, trace to some gravel,
weakly- cemented, slightly moist (fresh GLACIAL TILL)
SP /SM
Brown -gray, dense to very- dense, slightly silty, fine to medium
SAND, trace gravel, very weakly cemented, slightly moist
(in transition to ADVANCE OUTWASH ?)
7
Test pit terminated @ 6.0 ft, groundwater not encountered.
_
—
8
9
10
Logged By: JSL
TEST PIT NO. 2
Date: 10/4/2005
Ground El. 271.7' ±
Depth
ft.
USCS
CLASS.
Soil Description
Sample
No.
W
%
Other
Test
OL
Duff On surface
_
1 —
Dark - brown, loose, organic, silty fine SAND, with abundant roots to
—
.
\ 1.25 -inc- diameter, slightly moist (TOPSOIL) _J—
2 _
SM
Brown, medium- dense, silty fine SAND, trace gravel, abundant
roots, slightly moist
3
4
SM
Lightly -gray, very- dense, silty fine SAND, trace to some gravel,
well- cemented, slightly moist (fresh GLACIAL TILL)
5
6
7
_
Test pit terminated @ 5.5 ft, groundwater not encountered.
8
9
10
LIU & ASSOCIATES, INC.
Geotechnical Engineering Engineering Geology - Earth Science
TEST PIT LOGS
PROPOSED 5 -LOT PLAT
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
JOB NO. 5A124 'DATE 10/4/20051 PLATE 4
LoaOed Bv: JSL
OIEST PIT NO.
Date: 10/4/2005
3
•
Ground El. 278.0' ±
Depth
ft.
USCS
CLASS.
SOII Description
Sample
No.
w
%
Other
Test
OL
Duff over grass turf on surface
_
1
Dark - brown, loose, organic, silty fine SAND, with roots to
_
—\
0.75 -inc- diameter, slightly moist (TOPSOIL)
_
2
2
SM
Light- brown, medium - dense, silty fine SAND, trace gravel, dry
3
occasional cobble, dry
_
SM
Lightly -gray, very- dense, silty fine SAND, trace to some gravel,
_
q
well- cemented, slightly moist (fresh GLACIAL TILL)
5
_
SM
Lightly -gray, very- dense, silty fine SAND, trace to some gravel,
6
_
5
well- cemented, slightly moist (fresh GLACIAL TILL)
7
6
_
Test pit terminated @ 4.0 ft, groundwater not encountered.
_
8
7
9
Test pit terminated @ 5.0 ft, groundwater not encountered.
10
_
8
Logged By: JSL
TEST PIT NO. 4
Date: 10/4/2005
Ground El. 264.0' ±
Depth
ft.
USCS
CLASS.
Soil Description
Sample
No.
W
%
Other
Test
OL
Grass turf on surface
_
1
Dark- brown, loose, organic, silty fine SAND, with roots to
_
\ 2 -inc- diameter, slightly moist (TOPSOIL) �-
Light- brown, medium - dense, silty fine SAND, trace gravel and
2
SM
_
occasional cobble, dry
_
3
4
_
SM
Lightly -gray, very- dense, silty fine SAND, trace to some gravel,
_
5
well- cemented, slightly moist (fresh GLACIAL TILL)
6
—
7
Test pit terminated @ 5.0 ft, groundwater not encountered.
_
8
9
10
LIU & ASSOCIATES, INC.
Geotechnical Engineering Engineering Geology • Earth Science
TEST PIT LOGS
PROPOSED 5 -LOT PLAT
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
JOB NO. 5A124 I DATE 10/4/20051 PLATE 5
Loaned Bv: JSL
EST PIT NO. 5
Date: 10/4/2005
Ground El. 257.6' ±
Depth
ft.
vv
USCS
CLASS.
Soil Description
Sample
No.
W
%
Other
Test
1
OL
Grass turf on surface
_
1
2
Dark - brown, loose, organic, silty fine SAND, with roots to
_
3
\ 2 -inc- diameter, slightly moist (TOPSOIL)
Brown to light- brown, medium - dense, silty fine SAND, trace gravel
2
SM
~
_
and occasional cobble, few roots, dry
4
_
3
5
SM
Lightly -gray, very- dense, silty fine SAND, trace to some gravel,
6
_
4
moderately- cemented, slightly moist (fresh GLACIAL TILL)
5
8
SP /SM
Brown, dense to very- dense, slightly silty, fine to medium SAND,
_
6
9
trace to some gravel, weakly- cemented, slightly moist
•
\ (in transition to ADVANCE OUTWASH ?)
7
8
Test pit terminated @ 6.0 ft, groundwater not encountered.
9
10
Loaned Bv:
TEST PIT NO. 6
Date:
Ground El.
Depth
ft.
vv
USCS
CLASS.
SOII Description
Sample
No.
W
%
Other
Test
1
2
3
~
4
5
6
7
8
9
•
10
LIU & ASSOCIATES, INC.
Geotechnical Engineering • Engineering Geology • Earth Science
TEST PIT LOGS
PROPOSED 5 -LOT PLAT
4044 SOUTH 152ND STREET
TUKWILA, WASHINGTON
JOB NO. 5A124 I DATE 10/4/20051 PLATE