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HomeMy WebLinkAboutMisc~ . ';''
. ·.: \
. ·~ .. : ';. JAEGER' ENG.I NEERING ... · .·
•9419 s. ·204 Pa::AcE'" KENT; WASH.INGTON 98031·· •·
· : PHONE c2s3> ·sso-0934 FAx c2sa} sso-0_1ss' . .., ' ' . . " ' . ' ' •• '
. ' ~.-, ,, '
,·
J -. :, ~
c'. V
• _1 -, ••
. Novernber 25; 2008' · : ..•.
i :111fazen·Hai¢ar & Je:ff Pray·.:. •
.. •'King County [)DES ' . .
,., ...
;,. ',' .
' . . '.,\ ,' .' i'. . . ..
·. / RE: . Chqu Short ~ldt:,".Fil1:1_No. L03S0016 .
. LUIS C:onstructability Review. · · ..... . . . . ~-.-.
.. -. . , .' .. ·_· . .,, .. , ... · -. ·. -. ·. .,. .. '· .. : .·· . . .· . . : r·.
·,, ,I :
--~-· .
·• · J have revised the plans based on the·i:::omments from Jeff Pray, in an email . · .. ·
. ' · dated Octbber 23, 2008. There';_.;ere 4 items on the list (attached for reHerehc:e);,
Thqs·e it_ems were addre'ssed as follows: . . . . ' ,
1·.,
. :-., .
':~ ., ' " ' '
"··'
· . '._j. , I re~isedthe ~lqn.to shov/thereloca'fod,positionof the power poie·at 'the ·
southeast cotner of the property,.· Falso.added a, 10' utiiity easerner\tto · •· ·.·
• ' ' ~ .. ' . j. • . ' • ~ • . • :, . • ' ' • ' • • •
the' plOns to allow the plOcement of the relocated pole.and •the .overhead . · . ,, . ·" ' .. '',' ' ' . ,• ' . ' . •,
wiring. , ' • ··1_ ••
·. • . . : . ; .. ·: ;, ' ·; ' ' -'·, . >· . , .. :. . . ' .. ' ..... ' _·.' ' . ' ' . ,.;' .· ' . '.. . ·, :--· . . . /, . :..,, . ' , \.
: , , : .c. 2. Jllayei contacted PSEwith a·reque~t for. an estimate to relocateJhe poles. : .. ·
· · 1 · . They were.hesitant to. provide ,or\ estimate _as they dia' r\ot want fo commit
to a cost without se~ing the,irhprovem1:1nts in' place:. They said that they , .. ·
.. would send a person;6ut to the site to review'it, but would hot commiflo ·.·
. a:timefrdme or a CC>~mitment t'hcit an estimate w6Gld be provided.'·' I · · .
reqommend that th~ pole relocation cost; be e_stimated at $10,000.
\.'.
· · · · • ~-. i' revise~ the :~Ions to specify that t_hi~ cat~h b~sin b~ repl~ced .;_;ith ~ new ,
• > ·, -tYP~ _i. QB. _ _..·:-. . ' ,' i/' ·.: ). ,. , ..
. ,,:
•' '. 1 . '.. .
' ' • • • ,< ,, 1 · .• ,: ·(.
, . ' i . . .. : , . • . ' • • .' ':, . . •. .,-'. , :, -••
4. I revised'ttie plar1sJQ9dda 4;, white edg~ stripe to the ro~d ... · ....
. improvements north of the end oftne curb. ·The appropriate Road 0: · , ~
Standard was referenced.· This channelization will direct northbound. , .
Jraffic onl061h:,Ave. SE. , .: ., . ,· . . . , . . ' . .
/. ,;.\·.1/·'. )'
• . : • "' .• . ~ .. , • . I -'. ' .. , :,., , ' ·.: ", ' ,' • '. ' ' .
. . . Plea,e ¢~: oc~a·~ t";" \ha~rva,;
a_mes Jaeger, P:E: ::'f//_ 'l · ~· ~ ~;~: OJ~ [g @) · .. ·
· < Mnv 312008 · i ,, ·
· K:c. o.o.e.s. :.
' ;
~--.~,~-------------------
' .. tw: Chau SP L03S0016-LUIS constructability review
• I
I
. Subj:
Date:
From:
To:
Jim,
FW: Chau SP L03S0016 -LUIS constructabillty review
10127/2008 9:16:20 AM. Pacific Daylight Time
Ma_~en.Haidar@kingcoun!}'0 gov
jjjag§@aol.com
Page I of I
. ..
Please see below the Constructabllity Review comments I received from Land Use Inspection with regard to the subject short
plat. Please make sure the review comments are incorporated in the revised plans as needed, and please let me know if you
have any questions, thanks I
ti
King County
Mazen Haldar, P .E.
Engineer II
Department of Development
and Environmental SeNices
900 Oakesdale Avenue SW
Renton, WA 98055 -1219
m~.z.e_1JJH:1jQ~r@kl ngco u!')_ty. goy
P 206. 296. 7133
F 206. 296. 6613
From: Pray, Jeff
Sent: Thursday, October 23, 2008 2:59 PM
To: Haidar, Mazen
Subject: Chau SP L03SOOl6 • LUIS constructablllty review
Mazen,
My notes:
• The existing utility pole at the east frontage of SE 172nd St is called out for relocation. There appears to be no
room for it to be located in the ROW. Please provide easements as needed.
• The utility pole relocation will require bonding in the restoration bond. Please obtain an estimate of the
relocation costs from the franchise utility.
• The existing catch basin called out for solid lid at the corner of SE 172nd/106th SE is in very poor condition.
This catch basin should be replaced.
• The pavement widening along the east side of the 106th SE frontage aligns with existing shoulder pavement
immediately to the north. This pavement ends abruptly and thus poses a safety hazard for northbound traffic
travelling near the new curbline. Please show the existing pavement edge to the north and provide some level
. of channelization or other to define the lane edge north of the curbline.
Thanks,
-Jeff
'-
Monday, October 27, 2008 AOL: JJJags
JAEGER ENGINEERING • 9419 5. 204 PLACE• KENT, WASHINGTON 98031
PHONE (253) 850-0934 FAX (253) 850-0155
November 25, 2008
J · Mcizen Haidar &. Jeff Pray
··./King County DOES
, RE: • Chau Short Plat -File No. L03SOO 16
LUIS Constructability Review
· ... I have revised the plans based on the comments from Jeff Pray, in an email
.· .. dated October 23. 2008. There were 4 items on the list (attached for reference).
Those items were addressed as follows:
. 1. I revised the plan to show the relocated position of the power pole at the
southeast corner of the property. I also added a 1 O' utility easement to
the plans to allow the placement of the relocated pole and the overhead
wiring.
2. I have contacted PSE with a request for an estimate to relocate the poles.
They were hesitant to provide an estimate as they did not want to commit
to a cost without seeing the improvements in place. They said that they
would send a person out to the site to review it. but would not commit to
a timeframe or a commitment that an estimate would be provided. I
recommend that the pole relocation costs be estimated at $10,000.
3. I revised the plans to specify that this catch basin be replaced with a new
type 1 CB.
4. I revised the plans to add a 4" white edge stripe to the road
improvements north of the end of the curb. The appropriate Road
Standard was referenced. This channelization will direct northbound
traffic on 1061h Ave. SE .
. · .·~ o, g:.au ~ qoestion,. Thank yo, .
. · .. · Vcimes Jaeger. P .E. 00 [g © [g Q W ~ @
NOV 3 i 200B
K.C. D.D.E.S.
') . FW: Chau SP L03S0016-LUIS c<iilstructability review ~-.
_Subj:
Date:
From:
To:
Jim,
FW: Chau SP L03S0016 -LUIS constructabillty review
1012712008 9:16:20 A.M. Pacific Daylight Time
M.?.~en. Haict<!f@kingcounty"gov
jjjag~@aol.com
Page I ofl
Please see below the Constructability Review comments I received from Land Use Inspection with regard to the subject short
plat. Please make sure the review comments are incorporated in the revised plans as needed, and please let me know if you
have any questions, thanks I
tQ
KingCounty
Mazen Haidar, P.E.
Engineer II
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
ffii3.Z.en.ha1d.~r@.k.lrigcou_nty,_g9.Y
P 206. 296. 7133
F 206. 296. 6613
From: Pray, Jeff
Sent: Thursday, October 23, 2008 2:59 PM
To: Haidar, Mazen
Subject: Chau SP L03S0016 • LUIS constructability review
Mazen,
My notes:
• The existing utility pole at the east frontage of SE 172nd St is called out for relocation. There appears to be no
room for it to be located in the ROW. Please provide easements as needed.
• The utility pole relocation will require bonding in the restoration bond. Please obtain an estimate of the
relocation costs from the franchise utility.
• The existing catch basin called out for solid lid at the corner of SE 172nd/106th SE is in very poor condition.
This catch basin should be replaced.
• The pavement widening along the east side of the 106th SE frontage aligns with existing shoulder pavement
immediately to the north. This pavement ends abruptly and thus poses a safety hazard for northbound traffic
travelling near the new curbline. Please show the existing pavement edge to the north and provide some level
of channelization or other to define the lane edge north of the curbline.
Thanks,
Jeff
Monday, October 27, 2008 AOL: JJJags
tQ
King County
Department of Development
And Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-5212
206-296-6600 TTY 206-296-7217
www.metrokc.gov
Project Type : 3 Lots Short Plat
Engineering Plans Review Comments
Review Date : 10-02-2008 Reviewer Name : Mazen Haidar, P.E.
Project Name : Chau Short Plat Review No.: 2"" Email: mazen.haidar<@metrokc.gov
Project Number : L03S0016 Phone: (206) 296 -7133
Activity Number : L07SR022 Fax: (206) 206 -6613
Sub
Reference Consultant Response I Item·
j Item
Revii
I ~ ~-;\ ~ ~ i1 t ti Sheet-1 1
Sheet-2 1
General 1
2
3
4
Please provide the U~
(USPS) approval stan
location. <:I -ti ). ~
~r~~ ~
~ U -sf' s Off rovd -v ...,()v.. ·~1e..s-
~.....,!/ t',l\"e.. dl1~S""ti:X Please revise the pro'
to maintain 25' of veg
location and pro!)ertv
Please provide 5 cop
clan with standard details ana no,.,~ ,v, ---....
Please be informed that constructability review is
pending for the subject project and full compliance with
the review comments and conditions (if any) is
necessary for the engineering review approval.
Please be informed that significant trees plan review will
be needed for the subject project and full compliance
with the review comments and conditions (if any) is
necessary for the engineering review approval.
Please submit three sets of revised plans for further
review by the County
rn1rn@rnowrnUD
Mnll ':i 1 ?OOA Sheet 1 of 1
K.C. D.D.E.S.
....
r tz:> ~ -i.s' ~ P'Lf,~
-o:te. ~~' r-1°""'"' r. --~ . .-lt ~ I ti) '~t"\'\~ -• -
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're .:sf 0'<"1..J1!..-.. ti> Se. W ...,_ P ~'/ .s
f\01~:S--.
l'lotJ
3 set .s..>tf'l\,fi-,eJ
Back
Check
/
/
/
/
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-~-;
Web date: 06/29/2007 tQ
KingCounty
Department of Development
and Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98057·5212
206-296-6600 TTY 206·296·7217
DROP-OFF COVER SHEET
FOR LUSD ONLY
For alternate formats, call 206-296-6600.
Drop-Off Cover Sheet for Land Use Services Division
••••••••••••••••• IMPORTANT••••••••••••••••• DATE RECEIVED BY LUSD
PROJECT NUMBER AND NAME IS NECESSARY
FOR ALL DROP-OFFS
Project No L.o 1 S°R O 2:2 ....
Project Name CHPt'J SHo~ Pt.AC
FROM (f\lH\ ::f 0,0~~,r-
Company Nam/ Contact Person
Telephone No 2.,$ ~ ... Co:50-~Cl 4-
TO ffi_c,.:z .. EN. KA , t:> P..R..
ADD L INFORMATION REQUESTED BY KING COUNTY STAFF (please print)
Short Plat Plats K~e::rP~~?r F~.:s' -3 se:fr'
Tt-.ee.. ~ -S -~fies
u Sf> s-. Plfrw~ r\°""' ·
LotlineAdjustmentPermit l-VIS' C,cM~~1lLV ~~~
Please specify item(s) dropped-off:
Right of Way Permit
Please specify item(s) dropped-off:
Clearing/ Grading Permit-Additional information requested.
Please specify item(s) dropped-off:
Other:
(JJ ...
PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important that the
top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be
provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you.
Check out the DOES Web site at www.kinqcountv.gov/permits
Drop-OffCoverSheet-LUSDOnlyFORM.doc lg-cvs-dropoff.pdf 06/29/2007 Page 1 of 1
~
King County
Web date: 06/29/200i
DROP-OFF COVER SHEET
FOR LUSD ONLY Department of Development
and Environmental Services
900 Oakesdaie Avenue Southwest
Renton, Washington 98057-5212
206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600.
Qrop-Off Cover Sheet for Land Use Services Division
••••••••••••••••• IMPORTANT••••••••••••••••• DATE RECEIVED BY LU:W
PROJECT NUMBER AND NAME IS.NECESSARY
FOR ALL DROP-OFFS
Project No _ __..L,._D=--.1.J_,,.S~R'-'. ....,,D"'--Z.:-=2,::.....__....,.,....----
§\ = (/) .,,,. ri
o ··o
I e OJ -Project Name L,H ~~ Str-tcfG"". ~c.A~rT.
FROM 0\'f(\ :::j°~
. ~-,;;.~
!"'I :x
· CompanyNme/Contact Person
Telephone No 2-S ~' '6SD -09 '3. c./.
TO M ftz..EN \cl llr\D&:v<,
A AL INFORMATION REQUESTED BY KING COUNTY STAFF (please print)
,.,, :::
N u,
Short Plat/ lats _ /I f _ _
cify item(s) dropped-off: ,...J,.., • _ 3 -.J..-~I~ 0~
~,J\€Q.M~ ~" , ye..) I .51o,,J" • ..)=-f ~ -\,
2-~,~ l""'t<S 1 · your ~~, c.>M~ ~.
Lot Line Adjustment Permit
Please specify item(s) dropped-off:
Right of Way Permit
Please specify item(s) dropped-off:
Clearing / Grading Permit -Additional information requested.
Please specify item(s) dropped-off:
Other:
PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, It is important that the
top portion of this form Is completed property .before you drop-off anything. Assistance In finding a project number can be
provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you.
Check out the DOES Web site at www.kinqcounty.gov/permits
Drop-Of!CoverSheet-LUSDOnlyFORM.doc lg-cvs-dropoff.pdf 0612912007 Page 1 of.1
~ Web date: 06/29/200i
KingCounty
Department of Development
and Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98057-5212
206-296-6600 TIY 206-296-7217
DROP-OFF COVER SHEET
FOR LUSD ONLY
For alternate formats, call 206-296-6600.
Drop-Off Cover Sheet for Land Use Services Division
••••••••••••••••• IMPORTANT•••••••••••••••••
PROJECT NUMBER AND NAME IS NECESSARY
DATE RECEIVED BY LUi'!.D g
FOR ALL DROP-OFFS
Project No LD]SRDZ.'2-
ProjectName L,H~~ Srtc~ f'c....~T.
FROM .::r\'NI :::!~
CompanyNmeicontact Person
Telephone No 2-S ~, 'a.SD -D9 3 c/.
TO Nle;:z.e.N \rl~Dh:A
A AL INFORMATION REQUESTED BY KING COUNTY STAFF (please print)
=
:,<. ~
Cl '"'0
I
\Ill ct)
• ,,. ..., ~
<Fl -..
N u,
r~,
(::)
,,... --
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Short Plat/ lats _ fl / _ _
city item(s) dropped-off: ,.J "". ~-3 ~ ~I~ 01.GJ.,W
~V\etlr~~ ~", ~,sio,,.r · ....<. _ . n -\,
2-i&v,~ Tl t'<S'1 your ~~ 1 c.>M~ .)Y\CJ.2.Z •
Lot Line Adjustment Permit
Please specify item(s) dropped-off:
Right of Way Permit
Please specify item(s) dropped-off:
Clearing/ Grading Permit-Additional information requested.
Please specify item(s) dropped-off:
Other:
PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important that the
top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be
provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you.
Check out the DDES Web site at www.kinqcounty.gov/permits
Drop-OffCoverSheet-LUSDOnlyFORM.doc lg-cvs-dropoff.pdf 06/29/2007 Page 1 of 1
-~
tQ
King County
Department of Development
And Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-5212
206-296-6600 TIY 206-296-7217
www.metrokc.gov
Project Type : 3 Lots Short Plat
Engineering Plans Review Comments
oo rn@rnowrnw
SEP O 8 2008
K.C. D.D.E.S.
Review Date : 10-01-2007 Reviewer Name : Mazen Haidar, P.E.
Project Name : Chau Short Plat Review No.: 1st Email: mazen.haidar@metrokc.gov
Project Number : L03S0016 Phone: (206) 296 -7133
Activity Number : L07SR022 Fax: (206) 206 -6613
Sub Back
Reference Item Review Comments Consultant Response Check
Item
Please show the United States Postal Services (USPS) ~w oJc:9.cc.:P it> :::;\-~t-.3 Sheet -1 1 approval stamp and signature for mailboxes location and U :;-p:;-Clf'P roJ c,..,\ °"' :,e.tet.dt--<-pl 0-N\ rx....
show box standard detail oer the 1993 KCRS
Sheet-2 1 Please show property lines stations in profiles DovJL /
2 Show standard detail for thicken-edge Dc:.M--L $h"T. 7-/
3 Indicate name of party responsible for relocating D~ / existing power poles and reference 93 KCRS for
relocation of ooles.
4 Please extend urban frontage improvements along the o~ / entire southern property line
Sheet-3 1 Please replace ADA ramps details with those referenced L)or-JL.. ./
in red on plans.
TIR 1 Please check impervious areas calculations for the J: J.\J net JU b-t.ro...c.---t--i-liie...
developed conditions, the calculatitlns shown more than
2.q40 sf' .:::,.J;; e~I sh ,n &-I 'N\f'('-VV I 10,000 square-feet of new impervious surfaces will be
created which makes the subject short plat is subject to ~~ w,I\ be.-'re.-vv--.o~ Larne Site Drainaoe Manual
Sheet 1 of 2
.-' ~
King County
Department of Development
And Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-5212
206-296-6600 TTY 206-296-7217
www.metrokc.gov
Sub
Reference Item
Item
2
3
-
4
-
General I 1
2
-
3
-
4
1:'<:
Review Comments
Please note the use of perforated stub-outs alone is not
an acceptable BMP, per the 1998 King County Surface
Water Design Manual (KSWDM) the plans shall show an
acceptable BMP's such as dispersal or infiltration
trenches.
Please make sure the plans show proposed BM P's with
standard details as needed.
Please include bond quantities calculations in TIR
Please provide a separate TESC plans with standard
notes and details
Please provide significant trees plans for review and
approval by the County
Show standard detail for street trees.
Please add the following note on plans:
Per KCRS Section 4.01F, a 1 inch full width
overlay slla// be required. Appropriate repairs to
the existing subgrade, base material, surfacing
and pre-level may be required prior to placing
tile overlay. The overlay may be waived only
upon written request and after an evaluation of
pavement conditions and/or channelization
requirements llas been completed and approved
by tile County Road Engineer or Development
Enqineer.
Sheet 2 of 2
,:~~t,itf?{t~i~~~-~
Consultant Response
I' o..d JJLJ) d, ::,f'e..r ~
1'1"'"'-'J\C-ht_ .:, ~ V-'(DC+' dhn,,< \fl J
+o tV\ "--f' t 0--VV-
Sko '-u"' c7-r,. s-\--. "\-, Z. ~ 3
M&J -{-o J\f<...
M~J .s~+-d-
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Mc9..eJ -1-o :s~<>---+ .3
1\-)&9-Jl to sk.o-+ 2..
Back
Check
~
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/
.. JAEGER ENGINEERING
9419 S. 204 PLACE -KENT, WASHINGTON 98031
PHONE (253) 850-0934 FAX (253) 850-0155
March 22, 2007
·p
p
m
0
SMALL SITE DRAINAGE
TECHNICAL INFORMATION REPORT
CHAU3LOTSHORTPLAT
17034 I 061h A VE. SE
COUNTY FILE NO. L03S00l6
PREPARED FOR:
Ha Minh Chau
4101150th Ave. SE
Bellevue, WA. 98006
(425) 643-3993
PREPARED BY:
James J. Jaeger, P.E.
i~}~~J);,Y~f\!1.1.,, -' ... ~~
,.
~ IE fG IE ll lW IE[D)
APR O 9 2007
K.C. D.D.E.S.
Lo,siz.oz..z
.-
I. OVERVIEW
The proposed project is a 3 lot short plat located at the southeast corner
of the intersection of SE 172nd St. and 106th Ave. SE. The property is 0.34
acres and is proposed to divide into 3 new single family lots, two lots of
approx. 4500 SF and a larger lot of approx. 5500 SF. The property is zoned
R-8. There is and existing house and carport that will be demolished and
removed. Also on the site is an gravel driveway that is connected to 106th
Ave. SE. This driveway will also be removed. Access to the new houses
will be a joint driveway (lots 2 and 3) from 1061h Ave. SE. and single
driveway (Lot 1) from SE 172nd St.
The projec has been submitted for preliminary short pla approval. The
County screening comm1 e · · a submittal and
requested additional information, some of which is addressed by this
report. Both of the frontage streets are currently unimproved. Both will be
improved with curb, gutter, sidewalk and pavement widening to meet the
urban sub-access road standard. The pavement widening will be
measured from the centerline of the existing pavement. rather than the
ROW centerline, per discussion with County staff. Additionally, the
frontage improvements along SE 172nd St. will end at the proposed Lot 1
lot line. This was agreed to by the County so that additional ROW would
not be needed to construct the necessary road width. The existing lot
and future lots will be fully served by the existing public utilities.
The site is nearly flat in the northeast corner and then begins an increasing
slope down to the southwest corner. The maximum slope near this corner
is approx. 12%. The site slopes down to both frontage streets. The site
vegetation is primarily tall grass, brush with sporadic trees and shrubs.
There is a row of fir trees along the 106th Ave. SE frontage. There are no
sensitive areas or hazard designations within this site. This property is
basically a large existing lot on a corner of an older plat.
There are no drainage improvements on the site itself. However, there are
several culverts and ditches along the edges of both street frontages. All
of the ditches drain to an existing culvert located near the southwest
property corner. Along with the proposed new curb, gutter and
sidewalks, the applicant will install a gutter drainage system consisting of
catch basins and piping that will connect to the existing catch basin. This
new gutter system will collect all of the runoff from the half streets along
the frontage as well as the existing ditches upstream from the property.
The new lots will include a roof downspout drainage piping system that
will be connected to the new catch basins. Each lot will also utilize a
i
.-
...
perforated stub-out connection as a BMP measure. The project is exempt
from drainage detention and water quality enhancement as will be
shown on the developed drainage section.
Downstream drainage is not addressed in this report. A level 1
downstream drainage analysis by CTS Engineers, Inc. was submitted with
the initial short plat application.
PROJECT INFORMATION
Proposal: Short Plat
Location: 17034 I 06th Avenue SE
Renton, Washington 98055
Owner: Ha Chau
Area: Approximately .33 acre
Soils: AgC (Alderwood gravelly sandy loam)
Legal Description: Lot 13, Block 4, Aker's Farms No. 5
Volume 40, Page 27
Tax Parcel No: 008700-0280-07
PROJECT DESCRIPTION
This project proposes to subdivide approximately 1/3 acre of land into 3 (three) lots.
Presently there is a single family residence with carport located at the north side of the
parcel. As a result of the subdivision, the existing house will be partially or entirely
demolished.
The ground consists of lawn, three pine trees in the front yard, a row of small fir trees
along the west property line, and a gravel driveway. The parcel is bordered by S.E. 172nd
Street along the south side, and by 106th Avenue S.E. along the west side.
Attached are site pictures, a vicinity map, a soils map, U.S.G.S. aerial topography map,
and a schematic storm drainage plan. These enclosures were used in this analysis as
resources.
DOWNSTREAM ANALYSIS
The ground of the parcel slopes from northeast corner down to southeast corner at a
moderate slope of ten ( 10) percent. The sheet flow from the parcel is collected by the
ditches along the south and west property lines. Both of these ditches are located in the
public right-of-way and meet outside of the southwest comer of the property. The west
side and south side ditches are connected via eighteen (18) inch and twelve (12) inch
diameter short culverts, respectively, into a catch basin located in the northeast comer of
the intersection.
There is a twelve (12) inch diameter outgoing reinforced concrete pipe culvert from the
catch basin running diagonally across the intersection at an approximate slope of7.7%.
Page I of2
This culvert daylights into a wooded ravine that continues to slope down in a
southwesterly direction until it becomes a roadside ditch for the State Route 515 (Talbot
Road), at a point at least a '!. mile from the proposed subdivision. There are no evident
signs of erosion or capacity problems within this existing dov.nstream storm drainage
conveyance system. Eventually the runoff from the property is part of the Panther Creek
Wetland that is drained into Lake Washington via Green River.
A site visit to verify these conditions was made on March 6, 2003, by CTS Engineers,
Inc.
PROPOSED SITE DRAINAGE IMPROVEMENTS
Each ditch on the south and west of the subject property currently outlets via a short
culvert which connects to an existing catch basin at the NE comer of the intersection of
I 06th Ave SE and SE 172nd St. As part of the access improvements to the subdivided
property, it is proposed to replace both existing ditches with culverts, filling each ditch to
the level of street pavement. In addition, the existing catch basin is proposed to be
replaced with a larger catch basin or storm drain manhole. Site drainage and storm runoff
will be directed into below-grade pipes which will connect to the proposed culverts
upstream of the replaced catch basin.
Refer to the attached preliminary storm drainage plan for a graphical representation of the
proposed improvements.
Page 2 of2 ct:s
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King County
Department of Development
and Environmental Sen·ices
900 Oakesdale Avenue Southv.rest
Renton, WA 98055-1219
. March 12, 2004
Ha Minh Chau
4101 150'h Avenue SE
Bellevue, WA 98006
RE: Preliminary Approval for Short Subdivision No.L03S0016
Dear Ms Chau:
The Land Use Services Division (LUSD) has completed review of the short subdivision
application captioned above. The LUSD finds that the proposed short subdivision complies with
the King County Land Segregation Code (Title 19A), Zoning Code (Title 2 lA), and other
applicable codes as specified in King County Code (KCC) 19A.08.060.
The short subdivision is granted preliminary approval subject to the Conditions of Preliminary
Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal
this decision by the appeal deadline, which is March 29, 2004. The appeal procedure is enclosed
for your infonnation. The preliminary approval is valid for a period of 60 months from the date of
this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is
valid for a period of 60 months from tlie date of the appeal decision.
Enclosed are the following:
• Notice of Decision
• Conditions of Preliminary Approval
• Appeal Procedure •
If you have any questions regarding this letter, please contact Fereshteh Dehkordi, Program
Maiiager, at(206) 296-7173 and Curt Foster, Engineer, at (206) 296-7106. sn/<.~
Curt Foster, P.Ec, Senior Engineer
Engineering Review Section, LUSD
Enclosures
cc: Jim Jaeger, Jaeger Engineering
Applicant File
Letter.frm/CoverLtr2000.SP.doc 3/9/00
' ®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
File No.
File Name:
CONDITIONS OF APPROVAL
L03S0016
Chau Short Plat
· Application Date: May 2, 2003
Revision Date: January 30, 2004
This short subdivision is granted preliminary approval subject to the following Conditions of
Approval. These conditions are based on a field visit and current information the applicant
has provided about the short subdivision property. Occasionally, in satisfying the Conditions
of Approval, a more definitive land use limitation of the property may be revealed. New
information (such as final Health approval or sensitive areas review) may require additional
conditions and may reduce the number of lots.
Final approval will be granted after compliance with the Conditions of Approval. Key codes
and guidelines have been noted to provide guidance in preparing the required plans and other
documents. Compliance with some of the following conditions will require that engineering
plans be.prepared by a professional civil engineer licensed in the State of Washington.
1. Title 19A
A. The short subdivision shall comply with all provisions of Title 19A.
B. The final review process must be completed prior to recording of the short
subdivision. The Department of Development and Environmental Services
(ODES) strongly recommends the Final Short Plat be submitted at least one
year prior to the expiration date of the project. The Final Short Plat submittal
package includes:
I. A survey~d map page (four sets) including lot area closure calculations;
2. Final health approval from the King County Health Department (different
from preliminary health approval);
3. A current short plat ce11ificate and supporting documents (easements, etc.);
4. Payment of the Final Short Plat submittal fee;
5. A copy of this letter (preliminary approval letter).
A licensed land surveyor shall be hired to prepare the final short subdivision
documents. These documents shall comply with all of the following
conditions for final approval:
C. All persons having an ownership interest in the subject property are required to
sign the final short subdivision.
D. If modifications to the approved preliminary site plan (Attachment 1) are
needed to accomplish engineering design or final short plat, then a revised
preliminary site plan shall be submitted to DDES for review and approval.
The revised site plans shall be submitted with the engineering plans or the final
short plat submittal.
2. Surface \Vater Management (KCC 9)
1998 King County Surface \Vater Design Manual (S\VDM)
A. This short subdivision proposal is subject to Full Drainage Review per section
1.1.2.3. Final short subdivision approval shall require full compliance.with
drainage provisions and storm drainage requirements of this section.
Compliance may result in reducing the number and/or location of lots shown
on the approved preliminary short subdivision. The conditions outlined below
are site-specific drainage conditions:
(I) Core Requirement #1 -Discharge at the Natural Location
(2) Core Requirement #2 -Off-Site Analysis
(3) Core Requirement #3 -Flow Control
(4) Core Requirement #4 -Conveyance System
(5) Core Requirement #5 -Erosion & Sedimentation Control
(6) Core Requirement #6 -Maintenance and Operation
(7) Core Requirement #7 -Financial Guarantees & Liability
(8) Core Requirement #8 -Water Quality
(SI) Special Requirement #1 -Other Adopted Requirements
B. A professional civil engineer licensed in the State of Washington shall prepare
a Technical Information Report and/or engineering plans per Chapter 2, of the
1998 King County Surface Water Design Manual.
3. Health (KCC 13)
This project is exempt from further King County Heath Department review.
However, if improvements are required from the Sewer and/or the Water
District, then verification shall be required from said District(s) that the
improvements have been bonded and/or installed, prior to final recording of
the shmi plat.
4. Road Standards (KCC 14)
1993 King County Road Standards, Ordinance 11187
Final short subdivision approval shall require full compliance with the provisions set
forth in the King County Road Standards including engineering plans for all road
improvements. The engineering plans shall be prepared by a professional civil
engineer licensed in the State of Washington. DDES strongly recommends the
· Engineering Plans be submitted at least two years prior.to the expiration date of the
project.
A. That portion of the North half of SE l 72"d Street adjoining the s~bject property
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
B. That portion of the East half of 106'h Avenue SE adjoining the subject property·
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
C. Provide 35' paved radii at the intersection of I 06'h A venue SE and SE 172
Street per KCRS Section 2.10. Dedicate a 25-foot property line radius at the
intersection of I 06th Avenue SE and SE l 72"d Street per KCRS Section 2.10.
D. Existing roadside obstacle(s) shall be relocated to provide a minimum
clearance of 10 feet from the edge of the travel lane to the obstacle(s) per
KCRS Section 5.11.
E. Private access to Lots 2 and 3 shall be shown as a joint-use driveway tract per
KCRS Section 3.01. The tract shall be an undivided O\vnership to the lots it
serves, and the lot owners shall be responsible for its maintenance. The tract
shall be 20-feet wide with a 18-foot-wide paved surface. The tract shall be a
minimum of 20 feet in length.
· F. The following notes shall be shown on the final recorded short subdivision:
I) \Varning: King County has no responsibility to build, improve,
maintain or otherwise service the private roads contained within or
providing service to the property described in this short subdivision.
2) All private easements and/or tracts to be maintained, repaired, and/or
rebuiit by the owners of the parcels having legal access therefrom and
their heirs, assigns or successors, unless and until such roads are
improved to King County standards and are dedicated and accepted by
King County for maintenance.
G. All utilities within proposed rights-of-way shall be included within a franchise
approved by the King County Council prior to final short subdivision
recording.
r---
1 .
H. All restrictions, easements, tracts, and their purpose shall be shown on the final
recorded short subdivision.
5. Building and _Construction Standards (Title 16)
Grading. The applicant shall comply with all applicable provisions of KCC 16.82.
6. Fire Code (KCC 17)
Section 902 of the 1997 Edition of Uniform Fire Code
The applicant shall obtain the approval of the King County Fire Protection Engineer
for the adequacy of the fire hydrant, water main, and fire flow standards ofKCC 17.08
prior to recoding of the lots.
7. Zoning Code (KCC 21A)
A. Density and Dimensions (KCC 2 lA.12)
All lots shall meet the density and dimensions requirements of the R-8-SO
zone classification or shall be as shown on the face of the approved prelimi-
nary short subdivision, whichever is larger. Minor revisions to the short
subdivision, which do not result in substantial changes and/or do not create
additional lots may be approved at the discretion ofLUSD.
B. Street Trees (KCC 21A.16)
Street trees shall be provided along that portion of the right-of-way for
106 1h A venue Southeast and Southeast 172"d Street abutting the subject
property, pursuant to the provisions ofKCC 21A.16.050(E) and KCC
2 lA.16.190, unless existing trees are shown to be equivalent to the
requirement of Code. See note below. The required street trees shall be
designed as to location and spacing on the final plan submittal. The street trees
must be installed and inspected, or a perforn1arice bond posted, prior to
recording of the plat. If a performance bond is posted, the street trees must be
installed and inspected within one year ofrecording of the plat: At the time of
inspection, if the trees are found to be installed per the approved plan, a
maintenance bond must be submitted, or the performance bond replaced with a
maintenance ·bond, and held for one year. After one year, the maintenance ·
bond may be released after DDES has completed a second inspection and
determined that the trees have been kept healthy and thriving.
NOTE:
I. KCC 21A.16.050 Landscaping -street frontages. The average
width of perimeter landscaping along street frontages shall be provided as
follows:
I
For single-family subdivisions:
a. Trees shall be planted at the rate of one tree for every 40 feet of
frontage along a neighborhood collector street or arterial street.
b. The trees shall be: ·
I. Located within the street right-of-way if permitted by the
custodial state or local agency;
2. No more than 20 feet from the street right-of-way line when
located within a Jot;
3. Maintained by the adjacent landowner unless part of a County
maintenance program; and
4. A species approved by the County if located within the street
right-of-way and compatible with overhead utility lines.
c. The trees may be spread at irregular intervals in order to
accommodate sight distance requirements for driveways and
intersections.
2. KCC 21A.16.190 Financial guarantees. Financial guarantees shall
be.required consistent with the provisions of Title 27A.
C. Significant Tree Retention-KCC 2JA.38.230 which applies to the site, a
detailed tree retention plan shall be submitted with the engineering plans for
the subject plat. The tree retention plan (and engineering plans) shall be
consistent with the requirements ofKCC 2JA.38.230, as well as the conceptual
tree retention plan which is part of the hearing record for this project. No
clearing of the subject property is permitted until the final tree retention plan is
approved by LUSD. Flagging and temporary fencing of trees to be retained
shall be provided, consistent with KCC 2 IA.38.230B4. The placement of
impervious surfaces, fill material, excavation work, or the storage of
construction materials is prohibited within the fenced areas around preserved
trees, except for grading work pem1itted pursuant to KCC 2 IA.38.230B4d(2).
A note shall be placed on the final plat indicating that the trees shown to be
retained on the tree retention plan shall be maintained by the future owners of
the proposed Jots, consistent with KCC 2 IA.38.230B6. (Note that the tree
retention plan shall be included as part of the final engineering plans for the
subject plat.) If there are no significant trees as defined by the Special Overlay
District on the site then, this requirement does not apply.
D. The existing house shall be removed or demolished prior to the final approval
and recording. A demolition permit .shall be obtained prior to demolition.
8. Road Mitigation Payment System
I
The applicant shall comply with Road Mitigation Payment System (MPS), by paying
the required MPS fee as determined by King County Department of Transportation,
plus an administrative fee. The applicant has an option to either:
A. Pay the MPS fee at final short subdivision recording and the MPS
administrative fee at final short subdivision application, or
B. Pay the MPS fee at building permit issuance and the MPS administrative fee at
the time of building permit application.
If option A is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
All fees required by King County code 14.75, Mitigation Payment System
(MPS) have been paid.
If option B is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
This short plat is subject to King County Code No. 14.75, King County Road
Mitigation Payment System (MPS). The MPS fees plus the MPS
administrative fee shall be paid at the time of building pem1it application at
the rate in effect at that time.
9. State Environmental Policy Act (SEPA)
This short subdivision was exempt from the provision of the State Environmental
Policy Act (SEPA).
10. Other Considerations
Preliminary approval of this application does not limit the applicant's responsibility to
obtain any required permit or license from the State or other regulatory body. This
may include obtaining a forest practice pennit from the Washington State Department
of Natural Resources for tree removal.
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KING COUNTY ·
LAND USE SERVICES
~ ,.,.,.,.,., ...• ,._._.
Transmitted to the following Parties of Record for short plat L03S0016:
Cramer Northwest Inc.
945 N. Central Ave., Suite # 104 Kent, WA 98032
Mr. & Mrs. G.A. Headland
17030 106'h Ave SE Renton, WA 98055
Jay Newton
17006 106th Ave SE Renton, WA 98055
Trishah Bull, Project Manager II, DOES Land Use Services Division
Curt Foster, Sr. Engineer, ODES Land Use Services Division
Mazen Haidar, Engineer, ODES Land Use Services Division
Rich Hudson, Program Manager lll, DOES Land Use Services Division
ATTACHMENT A
RIGHT TO APPEAL
This action may be appealed in writing to the King County Hearing Examiner, with a fee
of$250.00 (check payable to King County Office of Finance).
As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14)
calendar days and shall commence on the third day after the notice of decision is mailed.
Filing an appeal requires actual delivery to the King County Land Use Services Division
prior to the close of business (4:30 p.m.) on the date due. Prior mailing is not sufficient if
actual receipt by the Division does not occur within the applicable time period. The
Examiner does not have authority to extend the time period unless the Division is not
open on the specified closing date, in which event delivery prior to the close of business
on the next business day is sufficient to meet the filing requirement.
If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal
within a 21-day calendar period commencing three days after the notice of decision is
mailed. The statement of appeal shall identify the decision being appealed (including file
number) and the alleged errors in that decision.
The statement of appeal shall state: I) specific reasons why the decision should be
reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the
relief sought. The scope of an appeal shall be based on matters or is.sues raised in the
statement of appeal. Failure to timely file a notice of appeal, appeal fee, or statement of
appeal deprives the Examiner of jurisdiction to consider the appeal.
Appeals must be submitted to the Department of Development and Environmental
Services, addressed as follows:
LAND USE APPEAL
Land Use Services Division
Department of Development and Environmental Services
BlackRiver Corporate Park
900 Oakesdale Avenue Southwest
Renton, WA 98055-1219
A request for a pre-hearing conference may be made by any party. For more infonnation
regarding appeal proceedings and pre-hearing conferences, please contact the Office of
the Examiner for a Citizens' Guide to the Examiner hearings and/or read KCC 20.20 and
20.24.
II. PEAK RUNOFF FLOWS
A. PREDEVELOPED DRAINAGE
The pre-developed drainage basin includes the entire subject property
plus a portion of the two frontage roads. T,he frontage road areas were
included because the proposed curb. gutter and sidewalk will add new
impervious surface that must be accounted for in the drainage
calculations. The on-site area was calculated to be 0.34 acres. The area
of the frontage road improvements was determined using only the area
from the edge of the existing pavement to the ROW line. The existing road
pavement was not included in the calculations because this area will not
be changed. The frontage area was calculated to be 3982 SF. or 0.09
acres. This provided a total project area of 0.43 acres. The existing house
and gravel driveway also presented existing impervious surface. This
existing impervious surface was calculated to be 0.07 acres. Note that
only 50% of the gravel driveway was counted as impervious surface, per
code. The remaining pre-developed area was considered till pasture.
The pre-developed drainage analysis was performed using the "KCRTS"
hydrology software and its summary tables and charts are attached for
reference. The methods outlined in the 1998 King County Surface Water
Design Manual were used as guidelines. Following this page are the data
sheets used for the computer input data. The computer summary sheets
for peak flows are also attached. Below is a brief description of the
existing drainage characteristics:
2 year peak flow:
10 year peak flow:
100 year peak flow:
project area:
till pasture:
impervious area:
0.024 CFS
0.040 CFS
0.076 CFS
0.43 acres
0.36 acres
0.07 acres
'
•
CHAU SHORT PLAT
KCRTS PEAK FLOW SUMMARY
PRE-DEVELOPED DRAINAGE
Flow Frequency Analysis
Time Series File:chaupre.tsf
Project Location:Sea-Tac
---Annual Peak Flow Rates--------Flow Frequency Analysis-------
Flow Rate Rank Time of Peak --Peaks Rank Return Prob
(CFS) (CFS) Period
0.037 4 2/09/01 15:00 0.076 1 100.00 0.990
0.024 6 1/05/02 16:00 0.042 2 25.00 0. 960
0.042 2 2/27/03 7:00 0.040 3 10.00 0.900
0.019 8 8/26/04 2:00 0.037 4 5.00 0.800
0.024 7 1/05/05 8:00 0.037 5 3.00 0.667
0.040 3 1/18/06 16:00 0.024 6 2.00 0.500
0.037 5 11/24/06 3:00 0.024 7 1. 30 0.231
0.076 1 1/09/08 6:00 0.019 8 1.10 0.091
Computed Peaks 0.065 50.00 0.980
\ Je...I:f\4Ml:: ~'
:: 0,43 Ac-.
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Ill
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B. DEVELOPED DRAINAGE
The developed drainage calculations used the same project area as the
pre-developed calculations. The impervious surfaces included the 3 new
houses. 3 new driveways, the joint use driveway and the frontage
improvements for 106th Ave SE and Se 172nd St. The applicant provided
specific house plans for the three new lots. The footprint for these specific
houses was uses as the impervious surface area for the new houses at
each lot. These areas are shown on the attached worksheet. A driveway
for each lot was also calculated using the site plan that was provided by
the applicant. The areas for the driveways were taken directly from the
plan for each new lot. The joint use driveway was calculated to cover the
"worse" condition of extending the full length of the common .lot line
between Lots 2 and 3. The required pavement with of 18 ft. was used.
The frontage improvement impervious surface includes the new sidewalk,
curb and pavement widening. The pavement widening width was
calculated using an average width of the additional pavement for both
streets. The developed pervious surface was considered as till lawn.
Similar to the existing condition. the KCRTS method was used to determine
the peak flows for the various storm events. The computer data sheets for
the developed flows follow this page. A brief summary of the developed
drainage characteristics are:
2 year peak flow:
10 year peak flow:
l 00 year peak flow:
total area:
till lawn:
impervious area:
0.075 CFS
0.091 CFS
0.153 CFS
0.43 acres
0.19 acres
0.24 acres
CHAU SHORT PLAT
KCRTS PEAK FLOW SUMMARY
DEVELOPED DRAINAGE
Flow Frequency Analysis
Time Series File:chaudev.tsf
Project Location:Sea-Tac
---Annual Peak Flow Rates--------Flow Frequency Analysis-------
Flow Rate Rank Time of Peak --Peaks Rank Return Prob
(CFS) (CFS) Period
0.075 6 2/09/01 2:00 0.153 1 100.00 0.990
0.060 8 1/05/02 16: 00 0.092 2 25.00 0.960
0.091 3 2/27/03 7:00 0.091 3 10.00 0.900
0.063 7 8/26/04 2:00 0.079 4 5.00 0.800
0.076 5 10/28/04 16:00 0.076 5 3.00 o. 667
0.079 4 1/18/06 16:00 0.075 6 2.00 0.500
0.092 2 10/26/06 0:00 0.063 7 1. 30 0.231
0.153 1 1/09/08 6:00 0.060 8 1.10 0.091
Computed Peaks 0.133 50.00 0.980
'
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..
SECTI0:-1 1.2 CORE REQL'IREMENTS
9/1/98
vegetation assumed nol to be cleared for the purposes of computing the increase in I 00-year peak
flow must be preserved within a tract or by covenant as described in Appendix C, AND
c) For projects other than redevelopment projects and single family residential projects, the
new impervious surface within the threshold discharge area must be comprised of either non-
pollution-generating roofs that comply with the roof downspout controls in Section 5.1, OR roads,
trails, or driveways thal comply with the rural roadway dispersion requirements in Section 5.2.1,
AND
d) The manner in which runoff is discharged from the project site must not create a significant
adverse impact per Core Requirement #I.
4. Peak Flow Exemption for Urban Redevelopment Projects
Any natural discharge area of a redevelopment project located within the Urban Growth Area is
exempt if the project improvements within the natural discharge area generate less than a 0.1 cfs
increase in the existing site conditions I 00-year peak flow, AND all of the following criteria are met:
a) The application of this exemption to natural discharge areas within a proposed project must not
result in more than a 0.4 cfs increase in the existing site conditions I 00-year peak flow rate for any
threshold discharge area of the project, AND
b) Flow control BMPs must be applied to the runoff from new impervious surfaces as specified in
Section 5.2.1, AND
c) The project improvements within the natural discharge area must not be located within a
Landslide Hazard Drainage Area and must not significantly impact a "severe erosion problem"
or "se,·ere flooding problem" (see page l-21), AND
d) The manner in which runoff is discharged from the project site must not create a signifie2.nt
adverse impact per Core Requirement #1.
5. · Forested Open Space Exemption for Rural Residential Projects
Any natural discharge area within a proposed rural residential project (zoned R..\-2.5, R..\-5, R..\-10,
or R..\-20) is exempt if all of the following criteria are met:
a) At least 65% of the unsubmerged ponion"' of the natural discharge area will be set aside as
forested open space as specified in Section 5.2.1, AND
b) The runoff from new impervious surfaces within the natural discharge area will be dispersed over
native vegetation using the flow control B:l!Ps detailed in Section 5.2.1, M"D
c) The manner in which runoff is discharged from the project site will not create a significant
adverse impact per Core Requirement #1.
6. Direct Discharge Exemption
Any natural disch.arge area within a proposed project is exempt if it drains to one of the "major
receiving waters" listed in Table 1.2.3.B, AND meets all of the following criteria for direct
discharge 3' to that receiving water:
a) The flowpath from the project site discharge point to the edge of the l 00-year floodplain of the
major receiving water shall be no longer than a quarter mile, except for discharges to Lake
Sammamish, Lake Washington, and Puget Sound, AND
b) The conveyance system between the project site and the ordinary high water line of the major
receiving water shall be comprised of manmade conveyance elements (pipes, ditches, outfall
33 Unsubmerged por1ion means any portion ou1side the ordinary high water line of streams, lakes, and wetlands.
:;.: Direct discharge means undetained discharge from a proposed project to a "major receiving water."
1998 Surface Water Design Mc.nu al
1-28
•
I,
SECTION 1.2 CORE REQUIREME1'TS
• Special Requirement #5: Oil Control, Section 1.3.5 (p. 1-62)--This requirement applies special oil
controls to those projects proposing to del'elop or redevelop a high-use site.
Key Definitions
• Pollution-generating impenious surface (PGIS) Definition: Those impervious surfaces considered
to be a significant source of pollutants in storm water runoff. Such surfaces include those which are
subject to vehicular use" or storage of erodable or leachable materials, wastes, or chemicals," and
which receive direct rainfall or the run-on or blow-in of rainfall." Metal roofs are also considered to
be PGIS unless they are treated to prevent leaching.
• Pollution-generating pervious surface (PGPS) Definition: Any non-impervious surface with
vegetative ground cover subject to use of pesticides and fertilizers. Such surfaces include. but are not
limited to, the lawn and landscaped areas of residential or commercial sites, golf courses, parks and
sports fields .
..-=-=-..)~ D EXEMPTIONS FROM CORE REQUIREMENT #8
9/1/98
There are five possible exemptions from the requirement to prol'ide a formal water quality facility per
Core Requirement #8:
1. Surface Area Exemption
A proposed project or any threshold discharge area within a project is exempt if it meets all of the
following criteria:
a) Less than 5,000 square feet of new PGJS'' will be added, AND
b) Less than 5,000 square feet of contiguous PGJS'.' will be created through any combination of new
and/or replaced impervious surface as part of a redevelopment project, AND
c) Less than 1 acre of contiguous PGPS'' will be added and/or modified,52 OR there is a formal
· agreement with King County to implement a landscape management plan" for the PGPS areas on
the site (or a farm management plan in the case of an agricultural land use).
46 A surtace, whether paved or not, shall be considered subject to vehicular use if it is regularly used by motor vehicles. The
following are considered regularly-used surfaces-. roads, unvegetated road shoulders, bike lanes within the traveled lane of a
roadway, driveways, parking lots, unfenced firelanes, diesel equipment storage yards, and airport runways. The following are
not considered regularly-used surfaces: road shoulders primarily used for emergency parking, paved bicycle pathways, bicycle
lanes adjacent to unpaved or paved road shoulders primarily used for emergency parking, fenced firelanes, and infrequently
used maintenance access roads.
47 Erodable or leachable materials, wastes, or chemicals are those substances which, when exposed to rainfall, measurably alter
the physical or chemical characteristics of the rainfall runoff (examples include erodable soil, uncovered process wastes,
manure, fertillzers, oily substances, ashes, kiln dust, garbage dumpster leakage, etc.).
48 A covered parking area would be considered pollution-generating if runoff from uphill could regularly run through it, or if rainfall
could regularly blow in and wet the pavement surface. The same parklng area would not be included if it were enclosed by
walls or if a low wall and berm prevented stormwater from being blown in or from running onto the covered area.
49 New PGIS means new impervious surface {as defined on page 1-4) that is pollution-generating.
5° Contiguous PG!S means a discrete patch of PGIS that is all together as opposed to being separated in different locations on
the project site. As used in this and other exemptions, the intent is to apply Core Requirement #8 to those redevelopment
projects that are replacing and/or adding enough impervious surface in one location to allow for opportune installation of a
water quality facility.
51 Contiguous PGPS means a patch of PGPS that is all together as opposed to being separated in different locations on the
project site.
52 Modified PGPS means any existing PGPS that is re-graded or re-contoured by the proposed project.
53 Landscape management plan means a King County approved plan for defining the layout and long-term maintenance of
landscaping features to minimize the use of pesticides and fertilizers. and to reduce the discharge of suspended solids and
other pol!utants. Guidelines fer preparing landscape management plans can be found in Reference Section 4-A. Subminal
requirements are detailed in Section 2.3.1.4.
1998 S1,;rface Water Design ~1.'.lflual
1-50
Site Improvement Bond Quantity Worksheet
King County Department of Development & Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
Project Name: Chau 3 Lot Short Plat
Location: 17034 106th Ave. SE
Clearing greater than or equal to 5,000 board feet of timber?
~-~-~~-yes XXXXXXXXX no
If yes,
Forest Practice Permit Number: --------
(RC W 76.09)
Page 1 of 9
BasraSPBond
Date: 28-Au.9.-08
Project No.: L03S0016
Activity No.: L07SR022
Note: All prices include labor, equipment, materials, overhead and
profit. Prices are from RS Means data adjusted for the Seattle area
. or from local sources if not included in the RS Means database.
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 9/8/2008
Site Improvement Bond Quantity Worksheet
C Reference#
EROSION/SEDIMENT CONTROL
Backfill & comcaction-embankment
Check dams, 4" minus rock SWDM 5.4.6.3
Crushed surfacing 1 1/4" minus WSDOT 9-03.9(3)
Ditchina
Excavation-bulk
Fence, silt SWDM 5.4.3.1
Fence, Temporary (NGPEl
Hydroseeding SWDM 5.4.2.4
Jute Mesh SWDM 5.4.2.2
Mulch, by hand, straw, 3" deep SWDM 5.4.2.1
Mulch, bv machine, straw, 2'' deep SWDM 5.4.2.1
Pipina, temporary, CPP, 6"
Piping, temoorarv, CPP, 8"
Pioinc, temoorarv, CPP, 12"
Plastic coverinc, 6mm thick, sandbacced SWDM 5.4.2.3
Rip Rao, machine claced; sloces WSOOT 9-13.112\
Reck Construction Entrance, 50'x15'x1' SWDM 5.4.4.1
Rock Construction Entrance, 100'x15'x1' SWDM 5.4.4.1
Sediment cond riser assemblv I SWDM 5.4.5.2
Sediment trap, 5' high berm I SWDM 5.4.5.1
Sed. trao, 5' hlah, rtoraa.-i solllwav berm section SWDM 5.4.5.1
Seedina, bV hand SWDM 5.4.2.4
Sodding, 1" deeo. level around I SWDM 5.4.2.5
Soddina, 1" deeP. slooed around I SWDM 5.4.2.5
TESC Supervisor
Water truck, dust control SWDM 5.4.7
WRITE-IN-ITEMS•••• !see nane 91
CB Protection Filter
Page 2 of 9
Basra SP Bond
Unit
Price . Unit Quantltv
$ 5.62 CY 20
$ 67.51 Each
$ 85.45 CY
$ 8.08 CY
$ 1.50 CY 20
$ 1.38 LF
$ 1.38 LF
$ 0.59 SY
$ 1.45 SY
$ 2.01 SY 100
$ 0.53 SY
$ 10.70 LF
$ 16.10 LF
$ 20.70 LF
$ 2.30 SY
$ 39.08 CY
$ 1,464.34 Each
$ 2,928.68 Each
$ 1,949.38 Each
$ 17.91 LF
$ 68.54 LF
$ 0.51 SY
$ 6.03 SY
$ 7.45 SY
$ 74.75 HR 4
$ 97.75 HR 4
$ 100.00 Each 1
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESCTOTAL:
COLUMN:
#of
An• I ications Cost
1 112
1 30
1 201
1 299
1 391
1 100
$ 1_J33~40
$ 340.02
$ 1_,_4z3~42
A
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 9/8/2008
GENERAL ITEMS
Backfil & Comoaction-embankment
Backfil & Comoaction-trench
Clear/Remove Brush, bv hand
Clearina/Grubblna/Tree Removal
Excevatlon -wlk
Excevation -Trench
Fencira, cedar, 6' hiah
Fenclra. chain link. vlnvl coated 6' hiah
F encirc. chain link, aate, vlnvl coated 2f/
Fencl-, SPiit rail 3' hlah
FIii & cam..,ct -common barrow
Fill & camoact -aravel base
FIii & camoact -screened t=li
Gabl on 1 Z' deeo stone fillsd mesh
Gablon, 18" deeP. stone filled mesh
Gablon 36" deeo. stone filled mesh
Grad'-fine bv hand
Gradlrc fine, with arader
Monuments, 3' Iona
Sensltt;e Areas Sian
Soddi~, 1" deep, slooed around
Surv81Ann \Ins & arade
Surve\4na. lot locetion/tlnes
Traffic control crew ( 2 fiaaoers)
Trail, '1' chloDAd wood
Trail, 4' crushed cinder
Tran, 4' too cou=
Wall, retainlna. concrete
Wall, rockery
Page 3 of 9
*KC:C 27A authoriZes only one bond reduction.
Bas,raSPBond
Site Improvement Bond Quantity Worksheet
--------
Existing Future Public Private
Right-of-Way Road Improvements lmprovements
& OrainaQe Facilities
Unit Price Unit Quant. Cost Quant. Cost Quant. Cost
$ 5.62 CY
$ 8.53 CY 45 383.85
$ 0.36 SY 100 36.00
$ 8,876.18 Acre
$ 1.50 CY
$ 4.06 CY 45 182.70
$ 18.55 LF
$ 13.44 LF
$ 1,271.81 Each
$ 12.12 LF
$ 22.57 CY
$ 25.48 CY
$ 37.85 CY
$ 54.31 SY
$ 74.85 SY
$ 132.48 SY
$ 2.02 SY
$ 0.95 SY 250 237.50
$ 135.13 Each
$ 2.88 Each
$ 7.46 SY
$ 788.26 Dav 1 788.26
$ 1,556.64 Acre 0.1 155.66
$ 85.18 HR 8 681.44
$ 7.59 SY
$ 8.33 SY
$ 8.19 SY
$ 44.16 SF
$ 9.49 SF
SUBTOTAL ~485.41
--.. ---. --
Quantity Completed
(Bond Reduction)'
Quant.
Comolete Cost
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 9/8/2008
. 'I
t '
l i
' i
ROAQ IMPROVEMENT
AC GrhdlnQ, 4' wide machine < 1 OOOsv
AC Grhdina, 4' wide machine 1000-2000sv
AC Grndlna, 4' wide machine> 2000sv
AC Removal/Dis""'"'I/Repalr
Barricade """' I
Barricade tvn. Ill I Permanent l
Curb 8 Gutter rolled
Curb 8 Gutter vertical
Curb aid Gutter, demolition and diS""""i
Curb, extruded asohalt
Curb, extruded concrete
Sawel.l, asohalt, 3" depth
Sawel.l, concrete, -r 1" dob!h
Sealart, asnhalt
Shoulder, AC ( oee AC road unit orlca l
Shoulder aravel 4" thick
Sidewalk, 4" thick
Sidewalk. 4" thick, dtmolltlon and discos.al
Sidewalk, 5" thick
Sidewalk. 5' thick, demolition and di....,..I
Slan, t,andlcao
Strlolno, oer stall
Strlolno, thermoelastic, / for crosswalk )
Striping, 4" reflectorlzed line
Page 4 or 9
*KCC 27A authoriZes only one bond reduction.
Bas,raSPBond
Site Improvement Bond Quantity Worksheet
Existing Future Public Private
Right-of-way Road Improvements Improvements
. & Drainaqe Facilities
Unit Price Unit Quant. I Cost Quant. I Cost Quant. I Cost
$ 23.00 SY 115 2,645.00
$ 5.75 SY
$ 1.38 SY
$ 41.14 SY
$ 30.03 LF
$ 45.05 LF
$ 13.27 LF
$ 9.69 LF 259 2,509.71
$ 13.58 LF
$ 2.44 LF
$ 2.58 LF
$ 1.85 LF 260 481.00
$ 1.69 LF
$ 0.99 LF 260 257.40
$ . SY
$ 7.53 SY
$ 30.52 SY 144 4,394.88
$ 27.73 SY
$ 34.94 SY
$ 34.65 SY
$ 65.28 Each
$ 5.82 Each
$ 2.38 SF
$ 0.25 LF
SUBTOTAL 10,287.99
Bond Reduction•
Quant .
Complete Cost
Unit prices updated: 02/12/02
Version: 4'22/02
Report Date: 9/8'2008
Site Improvement Bond Quantity Worksheet
Unit Price Unit
ROAD SURFACING (4" Rock= 2.5 base & 1.S' top course)
For KCRS '93, (additional 2.5" basel add:
AC Overlav. 1.5" AC
AC Overlav, Z' AC
AC Road Z', 4" roe~ First 2500 SY
AC Road Z', 4" rock, Otv. over 2500SY
AC Road 3", 4" rock, First 2500 SY
AC Road 3", 4" rock, Qtv. over 2500 SY
AC Road. 5''. First 2500 SY
AC Road, 5", Qtv. Over 2500 SY
AC Road. 6'', First 2500 SY
AC Road 6". Qtv. Over 2500 SY
Asohal Treated Base 4" thick
Grovel Road. 4" roe~ First 2500 SY
Gravel Road. 4" rock, Qtv. over 2500 SY
PCC Road, 5" no base, over 2500 SY
PCC Road, 6'', no base, over 2500 SY
Thickened Edga
Page 5 of 8
*KCC 27A authorizes only one bond reduction.
BasraSPBond
$ 3.60 SY
$ 7.39 SY
$ 8.75 SY
$ t7.24 SY
$ 13.36 SY
$ 19.69 SY
$ 15.81 SY
$ 14.57 SY
$ 13.94 SY
$ 18.78 SY
$ 16.12 SY
$ 9.21 SY
$ 11.41 SY
$ 7.53 SY
$ 21.51 SY
$ 21.87 SY
$ 6.89 LF
SUBTOTAL
Existing Future Public
Right-of-way Road lr'!'JJrovements
& Drainaae Facilities
Quant. Cost . Quant. I Cost
For '93 KCRS ( 6.5" Rock= 5" base & 1.S"top course)
181 851.60
894 6,606.66
181 2,418.16
9,676.42
Private Bond Reduction*
lmprov~nts
Quant.
Quant. Cost Complete Cost
84 230.40
84 855.04
20 137.80
1,223.24
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 9/8/2008
Site Improvement Bond Quantity Worksheet
. . . . . .
Unit Price Unit
DRAINAGE (CPP = Corrugated Plastic Pipe, Nt2 or Equivalent)
Access Road RID
Bollards • flXed
Bollards -removable
• ICBs Include frame and lidl
CB Tvoel
CB Tvoe IL
CB Tvno II. 48" diameter
for additional depth over 4'
CB Tvoe Ii 54" diameter
for additional depth over 4'
CB T""" Ii 60" diameter
for eddltlonal den+h over 4'
CB Tvoe Ii 7Z' diameter
for additional deDlh over 4'
Throuoh-curb Inlet Framework /Add\
Cleanout PVC 4"
Cleanout, PVC, 6"
Cleanout. PVC 8"
Culvert PVC 4"
Culvert PVC 6''
Culvert, PVC. 8"
Culvert, PVC. 12"
Culvert, CMP 8"
Culvert CMP. 12"
Culvert, CMP. 15"
Culvert, CMP 18"
Culvert, CMP, 24"
Culvert, CMP, 30"
Culvert, CMP, 36''
Culvert, CMP, 48"
Culvert, CMP, 60"
Culvert, CMP, 7Z'
Page 6 of 9
*KCC 27A authorizes only one bond reduction.
BasraSPBond
$ 16.74 SY
$ 240.74 Each
$ 452.34 Each
$ 1 257.64 Each
$ 1 433.59 Each
$ 2 033.57 Each
$ 436.52 FT
$ 2 192.54 Each
$ 486.53 FT
$ 2 351.52 Each
$ 536.54 FT
$ 3 212.64 Each
$ 692.21 FT
$ 366.09 Each
$ 130.55 Each
$ 174.90 Each
$ 224.19 Each
$ 8.64 LF
$ 12.60 LF
$ 13.33 LF
$ 21.77 LF
$ 17.25 LF
$ 26.45 LF
$ 32.73 LF
$ 37.74 LF
$ 53.33 LF
$ 71.45 LF
$ 112.11 LF
$ 140.83 LF
$ 235.45 LF
$ 302.58 LF
SUBTOTAL
Existing Future Public Private Bond Reduction*
. Right-01-way .. Road Improvements ' .
. tmprovements
' & Dralnaae Facilities Quant.
Quant I Cost Quant. I Cost Quant. Cost Complete Cost
l'tir C':!':<',r! i:nc.i<:il, t,•,,,r:-m,} ~r •l' ,:\l',r:-r ·.11a:; :11.~111111~1/ r,r,(,11t:':.'1 :r.:-:1or<;!i~i ?VG le; f;ili11,::, r,r:c(: '-='· ~.,:i~!:-J p;;}e
3 3,772.92
3,772.92
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 9/8/2008
DRAINAGE CONTINUED
.
Culvert, Concrete 8"
Culvert Concrete, 12"
Culvert. Concrete. 15"
Culvert, Concrete. 18"
Culvert, Concrete 24"
Culvert, Concrete, 30"
Culvert, Concrete. 36"
Culvert, Concrete, 4Z'
Culvert, Concrete 48"
Culvert, CPP, 6"
Culvert. CPP 8"
Culvert, CPP 12"
Culvert CPP 15"
Culvert. CPP, 18"
Culvert CPP, 24"
Culvert CPP 30"
Culvert CPP 36"
Dltchina
Flow Dis-real Trench 11,436 base+\
French Dreln !3' deothl
Geotextlle, laid In trench, nnlvr>roovtene
lnflltreijon """" testlna
Mid-tank Access Riser 48" dla, 6' deec
Pond Overflow Sclllwav
Restrlctor/011 Seoaretor. 1 Z'
Restrlctor/011 se""rator 15"
Restrictor/011 Secarator 18"
Rlorac placed
Tank End Reducer 136" diameter)
Trash Rack 1 z·
Trash Rack, 15"
Trash Rack, 18"
Trash Rack, 21"
Page7 of9
*KCC 27 A authorizes only one bond reduction.
BasraSPBond
Site Improvement Bond Quantity Worksheet
Unit Price Unit
$ 21.02 LF
$ 30.05 LF
$ 37.34 LF
$ 44.51 LF
$ 61.07 LF
$ 104.18 LF
$ 137.63 LF
$ 158.42 LF
$ 175.94 LF
$ 10.70 LF
$ 16.10 LF
$ 20.70 LF
$ 23.00 LF
$ 27.60 LF
$ 36.80 LF
$ 48.30 LF
$ 55.20 LF
$ 8.08 CY
$ 25.99 LF
$ 22.60 LF
$ 2.40 SY
$ 74.75 HR
$ 1,605.40 Each
$ 14.01 SY
$ 1,045.19 Each
$ 1,095.56 Each
$ 1,146.16 Each
$ 39.08 CY
$ 1,000.50 Each
$ 211.97 Each
$ 237.27 Each
$ 268.89 Each
$ 306.84 Each
SUBTOTAL
Existing Future Public
Righl-!)1-way _Road _lrpproy~ments.
& Drainage Facilities
Quant. Cost Quant. Cost
14 420.7
129 2670.3
10 60.8
10 390.8
3562.6
-'
Quant.
Private Bond Reduction*
lmpr'?vements .J-_ _ ~
Cost
Quant.
Comolete Cost
Untt prices updated: 02/12/02
Version: 4/22/02
Report Date: 918/2008
Site Improvement Bond Quanti,ty Worksheet
r-";.
. -~ '
Unit Price Unit
eAR~ING LOT SURFACING
2" AC, 'Z' top course rock & 4" borrow $ 15.84 SY
'Z' AC, 1.5" top course & 2.5" base course $ 17.24 SY
4" select borrow $ 4.55 SY
1.5" too course rock & 2.5" base course $ 11.41 SY
WRITE-IN-l!!;MS · ''
Mailboxes $ BOO.OO EA.
EA.
LF
EA.
EA.
EA.
LF
SF
LF
LF
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
Page8of9
*KCC 27A authortzes only one bond reduction.
BasraSPBond
GRANDTOTAL:
COLUMN:
Quant.
Existing Future Public
, Right-of-way_ . _ Road lmprovemerats
& Drainaae Facilities
Price Quant. Cost
1 800
B00.00
30,565.34
9,169.60
39,734.95
B C
Private Bond Reduction•
h"!'1provemen,!!
Quant. I
Quant.
Cost Complete Cost
D
'
1,223.24
366.97
1,590.21
E
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 9/8/2008
--~---~
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name: Chau 3 Lot Short Plat Date: 28-Aug-08
PE Registration Number: 20734 Tel. #: 253-850-0934
Finn Name: Jaeger Engineering
Address: 9419 S. 204 Place, Ken_t,__WA. 98031 Project No: L03S0016
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
Stabilization/Erosion Sediment Control (ESC)
Existing Right-of-Way Improvements
Future Public Road Improvements & Drainage Facilities
Private Improvements
Calculated Quantity Completed
Total Right-of Way and/or Site Restoration Bond*/--
(First $7.500 of bond• shall be cash.)
Perfonmance Bond* Amount (A+B+C+D) = TOTAL
Reduced Performance Bond* Total ·-
Maintenance/Defect Bond* Total
(A)
(B)
(C)
(D)
PERFORMANCE BOND•
AMOUNT
$ 1,473.4
$ 39,734.9
$
$ 1,590.2
(A+B) $ 41,208.4
(T) $ 42,798.6
Minimum bond* amount is $1060.
BOND• AMOUNT
REQUIRED AT RECORDING OR
TEMPORARY OCCUPANCY•-
(E} $
T X 0.30 $ 12,839.6
(T-E) $ 42,798.6
Use larger of Tx30% or (i -E)
OR
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND•
(B+C) x
0.25 = $ 9,933.7
NAME OF PERSON PREPARING BOND• REDUCTION: Date:
• NOTE: The word "bond" as used in this document means any financial guarantee acceptable to King County.
** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required.
The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on-and off-site needs to be included.
Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration
needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity.
*** NOTE: Per KCC 27 A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes.
SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional performance bond shall be ! $ 1,590.2 !{C+D}-E
REQUIRED BOND• AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY ODES
Page 9 of9
BasraSPBond
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 9/8/2008
Jan Illian
From: jjjags@aol.com
Sent:
To:
Wednesday, January 13, 2010 9:04 AM
Jan Illian
Subject: Re: CHAU SHORT PLAT
Jan,
Good to hear from you. I was in Arizona and just got back. I checked with the County today and confirmed what I
understood about the Chau short plat. The engineering was approved by Mazen Haidar (206-296-7133) in December of
2008. I understand that the short plat expired last March or so. I was working with the City back then to try to get an
extension, but I left ii in Mrs. Chau's hands. I spoke with Ken Glasby (City Planner) about an extension and it seemed
possible at that time. I will write a letter to Rocale Timmons that summarizes the history of the project. Hope all is well
with you. The holidays were a little tougher than I thought. I will talk to you soon. Thanks.
Jim Jaeger
In a message dated 1/7/2010 11 :11 :15 A.M. Pacific Standard Time, Jillian@Rentonwa.gov writes:
HI Jim,
Happy New Year to you. I wish you a good year ahead.
The owner of Chau Short Plat was in last week asking about the status of her short plat. I cannot tell
how far along the engineering review got at the County. The owner seems to think the civil plans are
approved. Can you help me with the status as far as you know on this one? It also appears her short plat
expired and has not been extended. Thanks for your help ...
City of Renton
Development Services
1055 -S. Grady Way 6th floor
Renton, WA 98057
425-430-7216
jillian@rentonwa.gov
I
•• •. '
TYPE2
L03S0016
King County
Dept. of Development and Environmental Services (DOES)
Land Use Services Division (LUSD)
900 Oakesdale Av. SW
Renton Washington 98055-1219
FILE CONTENTS /
LOG-IN SHEET
(For Variances, Conditional Uses, Reasonable Uses, Short Plats, Shoreline SD/ VA, Binding Site Plan)
FILE NO.: L03S0016 PROJECT/ FILE NAME: CHAU Short Plat
OWNER(S): REVIEW PLANNER:Fa£5f!"EttP~;
REVIEW ENGINEER:117,t,ZEfa'~.d&€-
APPLICATION FILED: May 2, 2003
AGENT(S):
A.
B.
COMPLETE APPLICATION DATE:
PRELIMINARY, FINAL AND RECORDED ACTIONS
I. Notice of Decision Date:
2. Preliminary Approval Date:
3. Revision:
_;ii/st
4. Recording No.:
HEARING EXAMINER'S ACTIONS (If Applicable.)
If Appeal Filed: l]recvd date): Appeal Receipt -D
Pre-Hearing & Hearing Date(s): ___ _
Examiner's Action and date signed:
I. PreHearing Notice, dated:
2. PreHearing Order, dated:
2. Continuation, dated:
4. Examiner's Report, dated:
5. Reconsideration, dated:
6. Appeal Summary, dated:
C. DOES RECOMMENDATION LETTER, NOTICE AND STAFF REPORTS
I. Recommendation Letter:
D.
2. Appeal Report:
3. Addendum Report:
S.E.P.A. Requirements (if applicable)
I. Threshold Determination Type:
2. Date Determination Issued:
3. 500' Owners/ SD/ or Agencies Mailing Sent:
4. Appeal Filed on Determination: [} No; [} Yes
5. Appeal Statement(s): From:
6. Appeal Response(s): From:
Q NOTICE REQUIREMENTS
I.
2. Notice of Decision
a. 500' owners'/ SD/ agencies' mailings sent:
(DNS / MONS / DS)
Date recvd:
Date sent:
Recvd:
Date Published:
Date Published:
~-IL)£!~ ~
3/Je2/Ji
Page I of 3
• • L03S0016
·' --'
F. COMPLETE APPLICATION ITEMS
l..---4. Intake Checklist, Application
2. Application Fee Info.
,....3. ApplicantDesignation Form:
· 4. Legal Description
Date Received: May 2, 2003
.... 5. Assessor's Maps: .51.uol'1-,il3rS; ___ _
--6. Certificate of Water Availability
.,.:I. Certificate of Sewer Availability
8. Preliminary Health Approval
9. Certificate of Future Connection
-Hl. Fire District Receipt
--ti. Site Plan (Platting) Map
--12. Legal Lot Proof/ tll/1/?~IJNrl /JEEtJ I
......I 3. Sensitive Areas Compliance Affidavit
14. Environmental Checklist
15. Transportation Concurrency
· · · --16. Level One Drainage Analysis
i--1 7. Other( s): a. llEllff/TY &1 t' 5
b.
C.
18. Waiver(s): a.
b.
IF APPLICABLE TO FILE BEING REVIEWED:
19. Right-of-Way Use Permit, File No.:
20. Variance, File No.:
21. Rezone, File No.:
22. Shoreline File No.
23. Others -File No(s).
6 ADDITIONAL PLANS/ MAPS
1. Conceptual Drainage Plan --------,---r-------------
2. Wetland Mitigation Plan ~~~--1---L+'->+~..L,..,,._~.,-------------
3. Other Map(s) a) .'1:J~z'.n.J/...e'SCLOu.'a~LY._-=--__,l~/&.""~z-"'0+-9 ___________ _
b) ~-· _______ • -"----------------
c)
~ d)
~-.!:. ECIAL STUDIES
1. Wetland/ Stream Report: ---------------
2. GeoTechnical Report: ----------------
3. Traffic Study:
/
4, Wildlife Study:
5. Other(s):
Page 2 of 3
·' ·--·-• L03S0016 •
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Page 3 of 3
• ••
CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: · November 4, 2009
To: City Clerk's Office
From: Stacy M. Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office
Project Name: CHAU SHORT PLAT
LUA {file) Number: LUA-09-123
Cross-References:
AKA's: KC File # L03S0016
Project Manager:
Acceptance Date: May 27, 2003
Applicant: Ha Minh Chau
Owner: Ha Minh Chau
Contact: Jaeger Engineering
PID Number: 0087000280
ERC Decision Date:
ERC Appeal Date:
Administrative Approval: March 12, 2004
Appeal Period Ends: 3/29/2004
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: Subdivision of a 14,750 sq foot parcel into three residential lots in the R-8
zone.
Location: 17034 -106 Ave SE
Comments:
Laureen M. Nicolay
From:
Sent:
To:
Subject:
Laureen M. Nicolay
Monday, September 21, 2009 1 :35 PM
Stacy Tucker; Kayren K. Kittrick; Jennifer T. Henning
Chau 3-Lot Short Plat, LUA09-123, Transferred today from King County with Prel Approval but
may have expired already
Giving this to Stacy today to prep for the Clerk's Office. Engineering is likely not complete (or even started?). Someone
should look into extension possibilities for this one as it appears to have 'expired' on 3·12°09.
3-LOT SHORT PLAT FILE TRANSFERRED FROM KING COUNTY ON 9-21-09 AFTER RECEIVING PRELIMINARY FROM THE
COUNTY (3-12-09) BUT BEFORE COMPLETING CONSTRUCTION PERMITS OR RECORDING.
Laureen Nicolay, Senior Planner
City of Renton Development Planning
1055 S. Grady Way
Renton, WA 98057
(425) 430-7294 phone
(425) 430-7231 fax
lnicolay@rentonwa.gov
1
, ••
®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue Southwest
Renton, WA 98055-1219
. March 12, 2004
Ha Minh Chau
4101 lSO'h Avenue SE
Bellevue, WA 98006
RE: Preliminary Approval for Short Subdivision No.L03SOO 16
Dear Ms Chau:
•
The Land Use Services Division (LUSD) has completed review of the short subdivision
application captioned above. The LUSD finds that the proposed short subdivision complies with
the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other
applicable codes as specified in King County Code (KCC) 19A.08.060.
The short subdivision is granted preliminary approval subject to the Conditions of Preliminary
Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal
this decision by the appeal deadline, which is March 29, 2004. The appeal procedure is enclosed
for your information. The preliminary approval is valid for a period of 60 months from the date of
this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is
valid for a period of 60 months from tlie date of the appeal decision.
Enclosed are the following:
• Notice of Decision
• Conditions of Preliminary Approval
• Appeal Procedure
If you have any questions regarding this letter, please contact Fereshteh Dehkordi, Program
Manager, at (206) 296-7173 and Curt Foster, Engineer, at (206) 296-7106.
Curt Foster, P.E,, Senior Engineer
Engineering Review Section, LUSD
Enclosures
cc: Jim Jaeger, Jaeger Engineering
Applicant File
Letter.frm/CoverLtr2000.SP.doc 3/9/00
MAIN FILE COPY
I
® •
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
File No.
File Name:
Application Date:
Revision Date:
CONDITIONS OF APPROVAL
L03S0016
Chau Short Plat
May 2, 2003
January 30, 2004
•
This short subdivision is granted preliminary approval subject to the following Conditions of
Approval. These conditions are based on a field visit and current information the applicant
has provided about the short subdivision property. Occasionally, in satisfying the Conditions
of Approval, a more definitive land use limitation of the property may be revealed. New
information (such as final Health approval or sensitive areas review) may require additional
conditions and may reduce the numqer oflots.
Final approval will be granted after compliance with the Conditions of Approval. Key codes
and guidelines have been noted to provide guidance in preparing the required plans and other
documents. Compliance with some of the following conditions will require that engineering
plans be.prepared by a professional civil engineer licensed in the State of Washington.
1. Title 19A
A. The short subdivision shall comply with all provisions of Title 19A.
B. The final review process must be completed prior to recording of the short
subdivision. The Department of Development and Environmental Services
(ODES) strongly recommends the Final Short Plat be submitted at least one
year prior to the expiration date of the project. The Final Short Plat submittal
package includes:
1. A surveyed map page (four sets) including lot area closure calculations;
2. Final health approval from the King County Health Department ( different
from preliminary health approval);
3. A current short plat certificate and supporting documents (easements, etc.);
4. Payment of the Final Short Plat submittal fee;
5. A copy of this letter (preliminary approval letter).
A licensed land surveyor shall be hired to prepare the final short subdivision
documents. These documents shall comply with all of the following
conditions for final approval:
.. -V
' ,.
I
• •
C. All persons having an ownership interest in the subject property are required to
sign the final short subdivision.
D. If modifications to the approved preliminary site plan (Attachment 1) are
needed to accomplish engineering design or final short plat, then a revised
preliminary site plan shall be submitted to ODES for review and approval.
The revised site plans shall be submitted with the engineering plans or the final
short plat submittal.
2. Surface Water Management (KCC 9)
1998 King County Surface Water Design Manual (SWDM).
A. This short subdivision proposal is subject to Full Drainage Review per section
1.1.2.3. Final short subdivision approval shall require full compliance with
drainage provisions and storm drainage requirements of this section.
Compliance may result in reducing the number and/or location of lots shown
on the approved preliminary short subdivision. The conditions outlined below
are site-specific drainage conditions:
(!) Core Requirement #1 -Discharge at the Natural Location
(2) Core Requirement #2 -Off-Site Analysis
(3) Core Requirement #3 -Flow Control
(4) Core Requirement #4 -Conveyance System
(5) Core Requirement #5 -Erosion & Sedimentation Control
(6) Core Requirement #6 -Maintenance and Operation
(7) Core Requirement #7 -Financial Guarantees & Liability
(8) Core Requirement #8 -Water Quality
(S 1) Special Requirement #1 -Other Adopted Requirements
B. A professional civil engineer licensed in the State of Washington shall prepare
a Technical Information Report and/or engineering plans per Chapter 2, of the
1998 King County Surface Water Design Manual.
3. Health (KCC 13)
This project is exempt from further King County Heath Department review.
However, if improvements are required from the Sewer and/or the Water
District, then verification shall be required from said District(s) that the
improvements have been bonded and/or installed, prior to final recording of
the short plat.
• •
4. Road Standards (KCC 14)
1993 King County Road Standards, Ordinance 11187
Final short subdivision approval shall require full compliance with the provisions set
forth in the King County Road Standards including engineering plans for all road
improvements. The engineering plans shall be prepared by a professional civil
engineer licensed in the State of Washington. ODES strongly recommends the
Engineering Plans be submitted at least two years prior to the expiration date of the
project.
A. That portion of the North half of SE l 72"d Street adjoining the subject property
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
B. That portion of the East half of 1061h Avenue SE adjoining the subject property ·
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
C. Provide 35' paved radii at the intersection of !06'h Avenue SE and SE 172
Street per KCRS Section 2.10. Dedicate a 25-foot property line radius at the
intersection of I 06'h Avenue SE and SE l 72"d Street per KCRS Section 2.10.
D. Existing roadside obstacle(s) shall be relocated to provide a minimum
clearance of 10 feet from the edge of the travel lane to the obstacle(s) per
· KCRS Section 5 .11.
E. Private access to Lots 2 and 3 shall be shown as a joint-use driveway tract per
KCRS Section 3.01. The tract shall be an undivided ownership to the lots it
serves, and the lot owners shall be responsible for its maintenance. The tract
shall be 20-feet wide with a 18-foot-wide paved surface. The tract shall be a
minimum of 20 feet in length.
· F. The following notes shall be shown on the final recorded short subdivision:
I) Warning: King County has no responsibility to build, improve,
maintain or otherwise service the private roads contained within or
providing service to the property described in this short subdivision.
2) All private easements and/or tracts to be maintained, repaired, and/or
rebuilt by the owners of the parcels having legal access therefrom and
their heirs, assigns or successors, unless and until such roads are
improved to King County standards and are dedicated and accepted by
King County for maintenance.
G. All utilities within proposed rights-of-way shall be included within a franchise
approved by the King County Council prior to final short subdivision
recording.
• •
H. All restrictions, easements, tracts, and their purpose shall be shown on the final
recorded short subdivision.
S. Building and _Construction Standards (Title 16)
Grading. The applicant shall comply with all applicable provisions of KCC 16.82.
6. Fire Code (KCC 17)
Section 902 of the 1997 Edition of Uniform Fire Code
The applicant shall obtain the approval of the King County Fire Protection Engineer
for the adequacy of the fire hydrant, water main, and fire flow standards ofKCC 17.08
prior to recoding of the lots.
7. Zoning Code (KCC 21A)
A. Density and Dimensions (KCC 21A.12)
All lots shall meet the density and dimensions requirements of the R-8-SO
zone classification or shall be as shown on the face of the approved prelimi-
nary short subdivision, whichever is larger. Minor revisions to the short
subdivision, which do not result in substantial changes and/or do not create
additional lots may be approved at the discretion of LUSD.
B. Street Trees (KCC 21 A.16)
Street trees shall be provided along that portion of the right-of-way for
I 06 1h Avenue Southeast and Southeast 172nd Street abutting the subject
property, pursuant to the provisions ofKCC 21A.16.050(E) and KCC
21 A.16.190, unless existing trees are shown to be equivalent to the
requirement of Code. See note below. The required street trees shall be
designed as to location and spacing on the final plan submittal. The street trees
must be installed and inspected, or a performance bond posted, prior to
recording of the plat. If a performance bond is posted, the street trees must be
installed and inspected within one year ofrecording of the plat. At the time of
inspection, if the trees are found to be installed per the approved plan, a
maintenance bond must be submitted, or the performance bond replaced with a
maintenance bond, and held for one year. After one year, the maintenance
bond may be released after ODES has completed a second inspection and
determined that the trees have been kept healthy and thriving.
NOTE:
1. KCC 21A.16.050 Landscaping -street frontages. The average
width of perimeter landscaping along street frontages shall be provided as
follows:
• •
For single-family subdivisions:
a. Trees shall be planted at the rate of one tree for every 40 feet of
frontage along a neighborhood collector street or arterial street.
b. The trees shall be: ·
· l. Located within the street right-of-way if permitted by the
custodial state or local agency;
2. No more than 20 feet from the street right-of-way line when
located within a lot;
3. Maintained by the adjacent landowner unless part of a County
maintenance program; and
4. A species approved by the County iflocated within the street
right-of-way and compatible with overhead utility lines.
c. The.trees may be spread at irregular intervals in order to
accommodate sight distance requirements for driveways and
intersections.
2. KCC 21A.16.190 Financial guarantees. Financial guarantees shall
be.required consistent with the provisions of Title 27A.
_ C. Significant Tree Retention-KCC 21A.38.230 which applies to the site, a
detailed tree retention plan shall be submitted with the engineering plans for
the subject plat. The tree retention plan (and engineering plans) shall be
consistent with the requirements ofKCC 21A.38.230, as well as the conceptual
tree retention plan which is part of the hearing record for this project. No
clearing of the subject property is permitted until the final tree retention plan is
approved by LUSD. Flagging and temporary fencing of trees to be retained
shall be provided, consistent with KCC 21A.38.230B4. The placement of
impervious surfaces, fill material, excavation work, or the storage of
construction materials is prohibited within the fenced areas around preserved
trees, except for grading work permitted pursuant to KCC 21A.38.230B4d(2).
A note shall be placed on the final plat indicating that the trees shown to be
retained on the tree retention plan shall be maintained by the future owners of
the proposed lots, consistent with KCC 21A.38.230B6. (Note that the tree
retention plan shall be included as part of the final engineering plans for the
subject plat.) Ifthere are no significant trees as defined by the Special Overlay
District on the site then, this requirement does not apply.
D. The existing house shall be removed or demolished prior to the final approval
and recording. A demolition permit shall be obtained prior to demolition.
8. Road Mitigation Payment System
• •
.The applicant shall comply with Road Mitigation Payment System (MPS), by paying
the required MPS fee as determined by King County Department of Transportation,
plus an administrative fee. The applicant has an option to either:
A. Pay the MPS fee at final short subdivision recording and the MPS
administrative fee at final short subdivision application, or
B. Pay the MPS fee at building permit issuance and the MPS administrative fee at
the time of building permit application.
If option A is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
All fees required by King County code 14.75, Mitigation Payment System
(MPS) have been paid. ·
If option B is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
This short plat is subject to King County Code No. 14.75, King County Road
Mitigation Payment System (MPS). The MPS fees plus the MPS
administrative fee shall be paid at the time of building permit application at
the rate in effect at that time.
9. State Environmental Policy Act (SEPA)
This short subdivision was exempt from the provision of the State Environmental
Policy Act (SEPA).
10. Other Considerations
Preliminary approval of this application does not limit the applicant's responsibility to
obtain any required permit or license from the State or other regulatory body. This
may include obtaining a forest practice permit from the Washington State Department
of Natural Resources for tree removal.
1:; LIN\/=381.5 r-----15 ti <t • ··-.:-:13:-::0--:.0-1' __ _
l
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FIR 'T,REES . ', 'j"'
KING COUNTY
LAND USE SERVICES
ru -C"l
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--
DITCH
EDGE or PAVEMENT
I -"(
\
---OJ --3;,-
---------------
• •
Transmitted to the following Parties of Record for short plat L03SOOl6:
Cramer Northwest Inc.
945 N. Central Ave., Suite #104 Kent, WA 98032
Mr. & Mrs. G.A. Headland
17030 I 061h Ave SE Renton, WA 98055
Jay Newton
17006 I 061h Ave SE Renton, WA 98055
Trishah Bull, Project Manager II, DDES Land Use Services Division
Curt Foster, Sr. Engineer, DDES Land Use Services Division
Mazen Haidar, Engineer, DDES Land Use Services Division
Rich Hudson, Program Manager III, DOES Land Use Services Division
-----------
•
ATTACHMENT A
RIGHT TO APPEAL
•
This action may be appealed in writing to the King County Hearing Examiner, with a fee
of$250.00 (check payable to King County Office of Finance).
As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14)
calendar days and shall commence on the third day after the notice of decision is mailed.
Filing an appeal requires actual delivery to the King County Land Use Services Division
prior to the close of business (4:30 p.m.) on the date due. Prior mailing is not sufficient if.
actual receipt by the Division does not occur within the applicable time period. The
Examiner does not have authority to extend the time period unless the Division is not
open on the specified closing date, in which event delivery prior to the close of business
on the next business day is sufficient to meet the filing requirement.
If a timely Notice of Appeal has been filed, the appellant shall ·file a statement of appeal
within a 21-day calendar period commencing three days after the notice of decision is
mailed. The statement of appeal shall identify the decision being appealed (including file
number) and the alleged errors in that decision.
The statement of appeal shall state: I) specific reasons why the decision should be
reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the
relief sought. The scope of an appeal shall be based on matters or issues raised in the
statement of appeal. Failure to timely file a notice of appeal, appeal fee, or statement of
appeal deprives the Examiner of jurisdiction to consider the appeal.
Appeals must be submitted to the Department of Development and Environmental
Services, addressed as follows:
LAND USE APPEAL
Land Use Services Division
Department of Development and Environmental Services
Black:River Corporate Park
900 Oakesdale Avenue Southwest
Renton, WA98055-1219
A request for a pre-hearing conference may be made by any party. For more information
regarding appeal proceedings and pre-hearing conferences, please contact the Office of
the Examiner for a Citizens' Guide to the Examiner hearings and/or read KCC 20.20 and
20.24.
----
~·
:::--,,
•
••
/
/
,/
[ :: ~~s~ ~ ~eceive a copy of the ODES report and decisio: ~f-this application, complete and return this
· portion of the notice to the Land Use Services Division at the address listed above. . .
File No. L03S0016
U1!°::~print)1nr. ~ tY1,<s G.A. f-1:eoAlot ref
I .
Addres~: · /]030 -toCo-f--b A-ve ':>E TelephoneNo.: ___ _
i~e,I'\.~ w ft-qg 055
F96/SPRS/Type·2,noa l/30/98 clc
//
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~/ ~
~
"\
I
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C DateofMailing: June··10,2ooj'•"· ...... "'• M .• ,,.,. ·-.,,..-.... ~ ''
====================== ., ·==· =====·,-= ··=============== .,, . ...,. :' _,~-. : ,·1,..-. ' . ,;
If you wish to receive a copy of the DDES report and decision·ofthis.application,'complete and return this
. portion of the notice to the Land Use Services Division at the address listed above.
File No. L03S0016
if !~~e print ) ili ~
Add1,ess: \ "'l OO(o Telephone No.: 'f-ZS ?-1 / qO 13
F96/SPRS/Type-2.no11 1/30/9B c:lc
•
Department of Development and Environmental Services
Land Use Services Division
..... Ndtice
of Decision
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
File No.: 'L03S0016 File Name: Chau Short Plat
ODES Planner: Fereshteh Dehkordi
DOES Planner Telephone No.: (206) 296-7173
Applicant: Ha Minh Chau
4101150'" Avenue SE
Bellevue, WA 98006
Project Location: 17034 106'" A venue SE Renton
(Type 2)
Project Description: Subdivision of 14,750 square ft. parcel into three residential lots
Permits Requested: Short Subdivision
Department Decision: Approved with conditions
Appeal Procedure:
Except for shoreline permits which are appealable to the State Shorelines Hearings Board, this decision
may be appealed in writing to the King County Hearing Examiner. A notice of appeal must be filed with
the Land Use Services Division at the address listed below prior to 4:30 p.m. on March 29, 2004, and be
accompanied with a filing fee of $250.00 payable to the King County Office of Finance.
If a timely Notice of Appeal has been filed, the appellant shall also file a Statement of Appeal with the
Land Use Services Division at the address listed below prior to 4:30 p.m. on April 5, 2004. The Statement
of Appeal shall identify the decision being appealed (including the file number) and the alleged errors in
that decision. Further, the Statement of Appeal shall state: !)specific reasons why the decision should be
reversed or modified; and 2) the hanm suffered or anticipated by the appellant, and the relief sought. The
sc.ope of an appeal shall be based on matters or issues raised in the Statement of Appeal. Failure to timely
file a Notice of Appeal, appeal fee or Statement of Appeal, deprives the Hearing Examiner of jurisdiction
to consider the appeal.
Appeals must be submitted to the Department of Development and Environmental Services (DOES) at the
following address:
Date Mailed: March 12, 2004
DDES--Land Use Services Division
Attn: Permit Center
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
If you have any questions regarding the appeal procedures, please contact the planner at the phone number listed
above. If you require this material in braille, audio cassette, or large print, call (206) 296-6600 (voice) or
(206) 296-7217 (TTY).
MAIN FILE COPY @
CHAU, HA
4101150TI-IAVESE
BELLEVUE, WA 98006
CRAMER NORTHWEST INC.
945 N. CENTRAL STE. #104
KENT, WA 98032
OEHKORDI, FERESHTEH
PROJECT PROGRAM MANAGER
DDES/LUSD
HAIDAR, MAZEN
PROJECT REVIEW ENGINEER
DDES/LUSD
HEADLAND, MR & MRS G.A.
!7030 106TH AVE SE
RENTON, WA 98055
HUDSON, RICH
SR. PROGRAM MANAGER
·DDESILUSD
NEWTON, JAY
17006 l06TIIAVESE
RENTON. WA 98055
• •
L03S00\6
L03SOOl6
L03S00l6
LOJS0016
L03S00l6
L03SOOl6
L03SOO 1 (J
·----.:.-.
2923056666/L03SOOl6
... ~\r,~ ... -·1·-~ 0.00151/L03S0016
CASIO JAVIER AGOMEZ+LUZ MARIA
17031 105TH AV SE
2923059!48/L03SOOI6
CUGINI ALEX JR
611 RENTON AV S
RENTON WA 98055
0087000283/L03SOOl6
HEADLAND GREGGORY A+LISA MARIE
17030 106TH AV SE
RENTON WA 98055
2923059!50/L03SOOl6
KC HOUSING AUTHORITY ADMIN
600 ANDOVER PARK W
SEATTLE WA 98188
0087000208/L03S0016
KUHLMANN DOUGLAS D & GAIL J
1529 E OCEAN SHORES BL SW
OCEAN SHORES WA 98569
11087000214/L03S0016
MARAGH DEIGHTON S
10526 SE 172ND ST
RENTON WA 98055
0087000281/L03S0016
MILLER JERALD S+ANA L
10622 SE 172ND ST
RENTON WA 98055
0087000139/L03S00!6
NEWMAN REGGIE L
17013105TH AVSE
RENTON WA 98055
0087000194/L03S0016
PITTS GARFIELD W
17013 106TH SE
RENTON WA 98055
0087000295/L03S00!6
ROBISON JAMES L
9670 RAINIER AV S
SEATTLE WA 98118
RENTON WA 98055
2923059009/L03S0016
CUGINI ROBERT ALEX
PO BOX 359
RENTON WA 98057
0087000211/L03S0016
HIRANAKA GARTH L+SUSAN R
10636 SE 166TH ST
RENTON WA 98055
0087000282/L03S0016
KAIMAKIS PAUL+SANDRA
2033 144TH AV SE
BELLEVUE WA 98007
0087000207/L03S00!6
KUHLMANN DOUGLAS D & GAIL J
1529 E OCEAN SHORES BL SW
OCEAN SHORES WA 98569
0087000138/L03S0016
MCCANNON TIM
17007 105TH AV SE
RENTON WA 98058
0087000198/L03S00!6
MILLER WILLIAM R
PO BOX 75
RENTON WA 98055
0087000260/L03S0016
NEWTON JAYN
17006 106TH AV SE
RENTON WA 98055
SDI3/L03S0016
R. STRACKE, FACILITIES & PLANNING
RENTON SCHOOL DISTRICT #403
1220 N 4TH ST
RENTON WA 98055
2923059I76/L03S0016
RUSSELL DANIEL & DEBRA
16710 SE 235TH ST
KENT WA 98031
0~00280/L03S0016
CHAU HA MINH
4101 150TH AV NE
BELLEVUE WA 98006
0087000!46/L03S0016
GOOD SHEPHERD OF WA
119NMAINST
PORTERVILLE CA 93257
0087000291/L03S0016
JOHNSON LARRY A
17029 108TH AV SE
RENTON WA 98055
0087000203/L03SOOI6
KOGER DANIEL+PHYLLIS
17023 106TH AV SE
RENTON WA 98055
0087000296/L03SOOl6
KWIATKOWSKI GREG+ YOKO
2901 MILL AV S
RENTON WA 98055
0087000205/L03SOOI6
MIDGETT ROBERT L JR
17012105THSTSE
RENTON WA 98055
0087000201 /L03SOO 16
NAG LICH MARK A & SHEILA K
17004 105TH SE
RENTON WA 98055
2923059012/L03S0016
PARTNERS PREFERRED YIELD 11
DEPT PT-WA 23224
PO BOX 25025
GLENDALE CA 91201
0087000275/L03S0016
RADTKE MICHAL THOMAS
17024 106TH AV SE
RENTON WA 98055
0087000153/L03S0016
STATE OF WASHINGTON
PARCEL I 10126
DEPARTMENT HIGHWAYS ADMIN 13LDG
OLYMPIA WA 98501
.. -·----. ..
2923059178/L03S0016
STEPHENS GEORGE M
I 0700 SE 174TH ST #202
RENTON WA 98055
0087000285/L03SOOl6
SUBIC GEORGE & FRANCES
PO BOX 89
RENTON WA 98057
0087000300/L03SOOl6
WILLIAMS CHARLES D
25603 ELK WILDERNESS DR SE
MAPLE VALLEY WA 98038
0.00265/L03SOO 16
SUB IC FRANCES SANDERS
PO BOX 89
RENTON WA 98057
0087000293/L03SOOI6
SUBIC MARGERY
PO BOX 769
RENTON WA 98057
00870002I3/L03S0016
YOST DAVID
17029 106TH AV SE
RENTON WA 98055
~000270/L03S0016
SUBIC GEORGE & FRANCES
PO BOX 89
RENTON WA 98057
0087000298/L03S0016
YOUNG CHRISTOPHER
GEORGE+ELIZABETH ROSA ENRICO
27228 NE BIG ROCK RD
DUVALL WA 98019
• ®
King County
Department of Developinent and
Environmental Services
Land Use Services Division
900 Oakesdale Ave SW
Renton, WA 98055-1219
L03S0016 -Chau Short Subdivision
DOES Project Number
•
K,C, o.o.E.S,
I, _ __..fr-'-Ci_.:...· _t_h_· _tt_ . .:.U.:__ _____ ,, hereby affirm that I have posted the following:
(print name)
X Notice of Permit Application
D Other ---------------
on the S . day of · ;J'~ · , 2003, in accordance with the
Depai:tmenf of Development and Environmental Services' requirements . .I further affirm
that the notice will remain in place and visible during the full required notice period.
Notice was provided at the following location(s):
1) 11 D~t-r
3)
I hereby affirm that the above is a true and correct statement.
CLw1t~ uvfL-
S1gnature
This affidavit must be completed and returned to the Land Use Services Division within
7 days ofposting. Improper posting or failure to return the affidavit within 7 days shall
be cause for the final decision regarding your permit to be postponed. ·
MAIN FILE COPV
CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99
®
King County
Ci I.!.._,
~ ;;;
·J
Department of
Development and Environmental Services
OAK-DE-0100
900 Oakesdale Avenue Southwest
Renton, WA 98055
°' "> .. ----. ~ V)
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I
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King County
Department of Development
and Environmental Services
./~.) (s:,' . 'V-<1\
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900 Oakesdale Avenue Southwest
Renton. Washington 98055-1219
----------J __ , ------------
•
'3e.~~'S;. \2\'3 02 Ii, i,, l,, I, 11,,,, I, I,, I, I,,,, I I,, 1, I,,, 111, I,, 1, I, ,I, I,,,, i, II
• •
King County
Department of Development and
Environmental Services
Land Use Services Division
900 Oakesdale Ave SW
Renton, WA 98055-1219
Notice Board & Posting Procedures
Instruction Package
Notice of Application
May 28, 2003
In accordance with King County Code Section 20.20.060, enclosed you will find
instructions, specifications, and materials in order to meet the notice of application
posting requirements of the County. Please read these instructions carefully and take
action quickly to order your notice board sign.
Your notice board sign can be ordered through a sign painter, using the information
supplied on page 2 of the enclosed "Notice Board Requirements." The cost of the sign is
the responsibility of the applicant. Further processing of your application is
dependent upon fulfilling the notice of application posting requirement.
When your sign is in place, attach the colored laminated notice of application along with
the plastic envelope ( containing extra copies of the notice of application) to the notice
board as depicted on page 1 of the instructions. Maintain a supply of notices within the
plastic envelope throughout the comment period. The posting sign/notice board must
remain in place throughout the duration of your application.
Immediately upon completion of the above instructions. complete the enclosed affidavit
of posting and return to the Department of Development and Environmental Services,
Land Use Division. Current Planning Section. at the address shown above (envelope
enclosed). Failure to comply with posting requirements may be cause for a delay in the
processing of your application.
If you have any questions, please call the Land Use Services Division at (206) 296-6600.
Enclosures: Notice Board Requirements-Application
Laminated Notice of Application
Waterproof Vinyl Envelope containing copies of the Notice of Application
Affidavit of Notice of Application Posting form/LUSD return envelope
Notice Board & Posting Procedures Instruction Pkg.-NOA 8/8101 MAIN IFlllE COl?'lf'
King County
Department of Development and
Environmental Services
Land Use Services Division
900 Oakesdale Ave SW
Renton, WA 98055-1219
•
L03S0016 -Chau Short Subdivision
DDES Project Number
•
!,, ______________ ,, hereby affirm that I have posted the following:
(print name)
X Notice of Permit Application
D Other ----------------
on the day of , 2003, in accordance with the
Department of Development and Environmental Services' requirements. I further affirm
that the notice will remain in place and visible during the full required notice period.
Notice was provided at the following location(s):
1)
3)
I hereby affirm that the above is a true and correct statement.
Signature
This affidavit must be completed and returned to the Land Use Services Division within
7 days of posting. Improper posting or failure to return the affidavit within 7 days shall
be cause for the final decision regarding your permit to be postponed.
CPSFORMS/AFFIDAVIT OF POSTING.DOC 7/27/99
• NOTICE BOARD,EQUIREMENTS-
NOTICE OF APPLICATION
King County
Dept. of Development and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055· l 212
Per King County Code Section 20.20.060, a notice board must be prepared and posted for your land
use application. Please prepare and post in the following manner:
Notice Board Size and Text Specifications
The notice board shall be constructed to the specifications described below. The notice board shall
display the information shown in the figure.
Board Construction: The notice board shall be constructed with 4' x 4' plywood. Professionally
prepared plastic notice board overlays, permanently affixed to the board are
permissible. Notice boards may be reused but they must be clean and show
no evidence of former wording.
1. Lettering style: Helvetica or similar standard typeface
. 2. Lettering size: Title should be 3" capital letters (NOTICE OF PROPOSED LAND USE ACTION).
Other letters should be 2" letters except on the 8%" x 14" laminated paper
providing the details of the proposal. See illustration below for use of capital and
lower case letters, and placement of laminated paper and vinyl jacket.
3. Lettering: Black (permanent ink or silk-screen)
4. Background Color: White
5. Logo: King County emblem, in black
6. Laminated Notice of Application on a legal size sheet which provides information regarding the
proposed land use application. TO BE SUPPLIED BY Land Use Services Division (LUSD)
(see enclosed).
7. Legal size waterproof vinyl jackets with a fold flap, and wrap string. TO BE SUPPLIED BY
LUSD (see enclosed). The applicant must make copies of the Notice, place them in the vinyl
jacket, and maintain a supply of copies throughout the posting period.
4 FT
® NOTICE OF PROPOSED
LAND USE ACTION
King County Department of
Development and Environmental
Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
Call (206) 296-6600
Type of Action:
Proposal:
File No.:
NOTICE
OF
APPLICATION
8.5'" X 14'"
LAMINATED
4 FT
EXAMPLE
COPIES
OF
NOTICE OF
APPLICATION
IN
VINYL JACKET
Notice Board Requirements-NOA 8/8/01 Pg 1
The notice board shall be located and installed to the specifications described below.
Number of Notice Boards required for this application: ONE
Special Instructions: ___________________________ _
Notice board shall be located: ( place sign on the corner of SE 172"d St. and 106th Ave SE)
• Midpoint on the site street frontage or as otherwise directed by LUSD staff to maximize visibility.
• At a location 5 feet inside from the street property line; a notice board structurally attached to an
existing building shall be exempt from the setback provisions, provided that no notice board is
located not more than 5 feet from the property line without approval from LUSD staff.
• So that the top of the notice board is between 7 to 9 feet above grade.
, So that it is easily accessible and totally visible to pedestrians.
The applicant shall erect the notice board by solidly setting the post 12 to 18 inches into the ground; or
structurally attached it to an existing building. ·
Two 4" x 4" 8-foot-long (minimum) posts and four washers, bolts and nuts (3/8-inch diameter and bolts
are 5-inches long) shall be used to install the notice board.
Installation Certification
The notice board(s) must be installed within 14 days after Land Use Services
Division has determined that the application is complete. The enclosed "Affidavit
of Posting" must be signed, and returned to the Land Use Services Division
within 7 days following the date of posting.
Maintenance and Removal of the Notice Board
The applicant shall maintain the notice board in good condition throughout the application review
period, which shall extend through the time of the final county decision on the proposal and the
expiration of any applicable appeal periods.
If the notice board is removed, LUSD review of the land use application may be discontinued until the
notice board is replaced and has remained in place for the required period of time.
TO BE FILLED OUT BY LUSD STAFF
===-----======-------====----------=------------=---------------------------
NOTICE BOARD TEXT INFORMATION (To Be Given to the Sign Painter)
Type of Action: Short Subdivision
Proposal: Subdivision of a 14,750 sq.ft. lot into 3 residential lots.
File No.: L03S0016
NOTE: If you require this material in braille, audio cassette, or large print, please call
206-296-6600 (voice) or for hearing impaired 206-296-7217.
Notice Board Requirements-NOA 8/8/01 Pg 2
.---.·.-...
Rogers, Carol
From:
Sent:
To:
Subject:
Carol:
•
Dehkordi, Fereshteh
Tuesday, May 27, 2003 12:07 PM
Rogers, Carol
L03S0016
•
Please mail the attached NOA tomorrow and have the applicant place a sign on his property at the corner of SE 172nd Street and 106th
Avenue SE partially facing both roads.
Thanks
Fereshteh
L03SOOOI6!loa.doc
1
• •
Affidavit of Publication
2079009 I 3
State of Washington,
Counties of King and Snohomish,
Daniel S. O'Neal being duly sworn, says that he/she is the Authorized Agent of Seattle Times
Company, publisher of The Seattle Times and representing the Seattle Post-Intelligencer,
separate newspapers published daily in King and Snohomish Counties, State of Washington:
that they are newspapers of general circulation in said Counties and State; that they have been
approved as legal newspapers by orders of the Superior Court of King and Snohomish
Counties; that the annexed, being a classified advertisement, was published in:
The Seattle Times 06/02/03
And not in a supplement thereof, and is a true copy of the notice as it was printed and/or
distributed in the regular and entire issue of said paper or papers during all of said period, and
that said newspaper or newspapers were regularly distributed to its subscribers during all of
said period.
Subscribed and sworn to before me this 5'" day of June, 2003
for the State of Washington residing at Seattle
MAIN FILE COPY
, ,;JorKING'COUNTY:iiEPT.'OF
DEVELOPMENT,. & ', ENVIRON·
,: MENTAL SEJ:RVICES.IDDES)
t,;J:,~;~;CQ:1~t~,\'i'tr ..
· ·,~J~-~~r,tr~~h\t'&'J~'i'./\ .. :'.
'--'I.PERMIT APPLICATION·-!· { ~~tJ&fs:Wit9ffiMf,\C?m~1~~·.,
Rkt Name: Chau Short $utxtlvlslon .
AIJpllCont:'.Ho Minh Chaii.'J Y;,_
Loco!IO('I::: ~ocqted_~ OL 17034 '106th
~~g SE.:;7:mrt/:i{vlf{f;~f:fi/i5~
sq.ff:'ioltnto J re_sldentlol;/ots: .. · Prolect1P.lanllei': Fereshteh :-"<" :
Dehkonl!;,{206).2%-7173~','.,t. "· r. ·
COMMENt,PROCEOURES·:-~ •
DDES-wilt.lasue a decision on .this
oppllcatlon foltowJng a 21-daV com.
ment period ending on Julv-7 2003.
Written Cl>fllfl:ler'lts. arn:!<9t1dftlono1 rnfor!'nbtron bin be Clbtolned by con..
fading oi;ies_ot. theoddre9 oboVe
or': b'r" ·/ Phoiihi9 r 20f 296-6600,'·." Pub-
lished this 2nd dOV.of'IWnel.~
~ z
:!! r;;
§
STA TE OF WASHINGTON, COUNTY OF KING }
AFFIDAVIT OF PUBLICATION
PUBLIC NOTICE
Tom Meagher, being first duly sworn on oath that he is the Legal Advertising
Representative of the
King County Journal
a daily newspaper, which newspaper is a legal newspaper of general
circulation and is now and has been for more than six months prior to the date
of publication hereinafter referred to, published in the English language
continuously as a daily newspaper in King County, Washington. The King
County Journal has been approved as a Legal Newspaper by order of the
Superior Court of the State of Washington for King County.
The notice in the exact form annexed was published in regular issues of the
King County Journal (and not in supplement form) which was regularly
distributed to its subscribers during the below stated period. The annexed
notice, a:
tvor,c e:.. OE <..-,4,-I.LJ US"€; PIE-t?: Mt r:
A ee<--r c....e: v "A,J
was published on: M a,-1.. &, fr f Q ?{
J ' I
The full amount of the fee charged for said foregoing publication is the sum
of $ IO 2:: . s-o at the rate of ?-9 "" per inch for the first
publication and t,/ IA per inch for each subsequent insertion. 4 '
Tom~W
Legal Advertising Representative, King County Journal i\\111111///
Subscribed and sworn to me this '+f1,,. day of~ <,<,-J ~, 20 03 . ,.,,,,,,, f>.NN 911111,,
~ . , .. -, ,::.
KING.COUNTY DEPT. OF
DEVELOPMENT
& ENVIRONMENTAL
SERVICES (DDES) .
900 Oakesdale Ave SW, .
Renton, WA 98055-1219
NOTICE OF LAND USE
PERMIT APPLICATION
· REQUEST: SHORT SUBDIVISION
File: L03S0016
File ·Name: Chau Short
. Subdivision . .
Applicant: Ha Minh Chau
. Location: Located at t 7034 106th
· · Ave SE, Renton.
Proposal: Subdivision of· 14,750
sq.ft. lot into.3 residential lots.
Project Planner: F:ereshteh
Dehkordi, (206) 296-7173
· COMMENT PROCEDURES·
DDES will issue a ·decision on this
application following-a 21-day com-
ment period ,ending on July 7,
~ Written comments and addi-
tional information can be obtained
by contacting DDES at the ·address
above or by phoning 206-296-6600.
Published in the King County :
Journal June 2, 2003. #843275
~ON'~···· '°" ti.'.··· ~~ ~ ,SC_.;} ·•••··••· <,qu. ~
~Q.l ..... -::;.
p~ § f \l,Ol:!!_I' \ ~
Notary Public for the State of Washington, Residing in Bellevue, Washin~n \. PLJBl\C. j ~ g
P. O. Number: ~ <I). \.Ebt .£_.l ,-._0 ;f:
Cost of publishing this notice includes an affidavit surcharge. % ..,A...·• .. ;.J~; .. ····~r:, ,#' ,,,-<-·o-~ c..Y'~ ~ "'11. r WA" ,,,x
'111111111111111''
•
•
.. ..._ -:-•
Rogers, Carol
From:
Sent:
• •
Rogers, Carol
Wednesday, May 28, 2003 8:26 AM
To:
Subject:
'legals@seattletimes.com'; 'legals.bellevue@kingcountyjournal.com'
Legal ad for pub I. on Monday, 6/2
Please confirm receipt
Please publish the accompanying, legal notice in your newspaper on MONDAY
June 2 2003, which will meet our minimum legal notice requirement.
Should this not be possible, please call or fax me Immediately.
Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable,
as soon after publication as possible. in order for us to enter
legal proof of publication in our file records, and so that we may process same for payment.
Attachment: Legal Notice
KING COUNTY DEPT. OF DEVELOPMENT
& ENVIRONMENTAL SERVICES (DOES)
900 Oakesdale Ave SW, Renton, WA 98055-1219
NOTICE OF LAND USE PERMIT APPLICATION
REOUEST· SHORT SUBDIVISION
File: L03S0016
File Name: Chau Short Subdivision
Applicant: Ha Minh Chau
Location: Located at 17034 106'" Ave SE, Renton.
Proposal: Subdivision of 14,750 sq.ft. lot into 3 residential lots.
Project Planner: Fereshteh Dehkordi, (206) 296-7173
COMMENT PROCEDURES: DOES will issue a decision on this application following a
21-day comment period ending on July 7 2003 Written comments and additional information
can be obtained by contacting ODES at the address above or by phoning 206-296-6600.
Published this 2"' day of June, 2003.
cc: Accounts Payable, Administrative Services Division, ODES
Application File(s): L03S0016; Chau sip application notice.
MAIN fillE COl?V
18:E&~
Hi, Carol! li
I have received your email, and will publish the notice (Re/File No. L03S0016) in the 6/02/03 edition of the King County Journal.
Thanks a lot, Carol. .. have a wonderful day! I
-~
Tom Meagher
Legal Advertising Representative
King County Journal Newspapers
Phone: 425-453-4296
Fax: 425-635-0602
-----Original Mess age-----
From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV]
Sent: Wednesday, May 28, 2003 8:26 AM
To: 'legals@seatUetimes.com'; 'legals.bellevue@kingcountyjoumal.com'
Subject: Legal ad fat pub!. on Monday, 6/2
N
1:!!11 s,a;tiJWi~ ~ @:1m1~ lhb-;,x ~~,g;~fL II~ 'f'EB.~ITS' Pl~~~-~1l1~MiZr°6s";,f~
-' ····-~~---------~ --'' ' --. '" ,,, ... _,,, '' ----·---' ' "' ----. -.. ... -''' '
Wednesday, May 28, 2003 09:13 AM
King County -DOES
b¥ ~
.J §1Ffiiw::'iiWlFci0¥@Fii(i<l'.')!.'.'ili.l,l,2K'{i~·,: ·9,13AW11
• ... ';··::·>.::.:~.J,.,,~,,·--~4,.,~t-,,.,.,.~,..,,,,':'·I·-. ~-~-~~u-» ,:::;..i. ·· . -~J
fJ
•
•
~-----------------
Legal ad for pub I. on Monday, 6/2
t' --. -·-
Rogers, Carol
From: Legals [legals@seattletimes.com]
Sent: Wednesday, May 28, 2003 9:10 AM
To: Rogers, Carol
Subject: RE: Legal ad for publ. on Monday,
Thank you, thank you.
JENNI for
Grace Green
Legals Advertising Representative
p: 206-652-6018
f: 206-515-5595
e: legals@seattletimes.com
-----Original Message-----
•
From: Rogers, Carol [mailto:Carol.Rogers@METROKC.GOV]
Sent: Wednesday, May 28, 2003 8:26 AM
To: Legals; 'legals.bellevue@kingcountyjournal.com'
Subject: Legal ad for "publ. on Monday, 6/2
Please confirm receipt.
Please publish the accompanying, legal notice in your newspaper on MONDAY.
June 2. 2003, which will meet our minimum legal notice requirement.
Should this not be possible, please call or fax me immediately.
•
Submit your invoice and 3 copies of the affidavit of publication to Accounts Payable,
as soon after publication as possible, in order for us to enter
legal proof of publication in our file records, and so that we may process same for payment.
Attachment: Legal Notice
KING COUNTY DEPT. OF DEVELOPMENT
& ENVIRONMENTAL SERVICES (DOES)
900 Oakesdale Ave SW, Renton, WA 98055-1219
NOTICE OF LAND USE PERMIT APPLICATION
REQUEST: SHORT SUBDIVISION
File: L03S0016
File Name: Chau Short Subdivision
Applicant: Ha Minh Chau
Location: Located at 17034 1061h Ave SE, Renton.
Proposal: Subdivision of 14,750 sq.ft. lot into 3 residential lots.
Project Planner: Fereshteh Dehkordi, (206) 296-7173
COMMENT PROCEDURES: DOES will issue a decision on.this application following a
21-day comment period ending on July 7. 2003. Written comments and additional information
can be obtained by contacting DOES at the address above or by phoning 206-296-6600.
Published this 2nd day of June, 2003.
cc: Accounts Payable, Administrative Services Division, DOES
05/28/2003
Page 1 of2
® • Notice
Department of Development and Envirorunental Services
Land Use Services Division
of Application
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
Applicant:
(Type 2)
KC File No: L03S0016 Ha Minh Chau
4101150'" Avenue SE
Bellevue, WA 98006
Tell: (425) 643-3993
DDES Planner: Fereshteh Dehkordi
DDES Planner Telephone No. (206) 296-7173
E-mail: fereshteh .dehkordi@metrokc.gov
Date Application Filed: May 2, 2003
Date Determined Complete: May 27, 2003
Project Location: 17034 106th Avenue SE, Renton
Project Description: Subdivision of 14, 750 sq.ft. lot into three residential lots
Permits requested in this application: Short Subdivision .
Relevant environmental documents are available at the above address: QgYes D Not Applicable
No SEP A review is required on this short subdivision.
Development regulations to be used for project mitigation, known at this time: KCC 19A (Subdivision
Code), KCC 21A (Zoning), KCC 14 (Road Standards), KC9 (SWDM)
Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance
with all applicable King County codes
including Roads Standards, Surface Water
Design Manual, and Sensitive Areas Codes.
Other permits not included in this application, known at this time: NA
The Department of Development and Environmental Services (DDES) will issue a decision on this application
following a 21-day public comment period which ends on July 7, 2003. Written comments on this application
must be submitted to DDES at the address below. A public hearing is not required for this application prior to
the DDES decision. However, the DDES decision may be appealed to the King County Hearing Examiner, who
would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be
included in the notice of decision.
Any person wishing additional information on this proposed project should contact DDES at the address and/or
telephone number listed below. You may review the application and any environmental documents or studies in
our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please
call (206) 296-6600 (voice) or (206) 296-7217 (TTY).
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
206-296-6600
Date of Mailing: June 10, 2003
=============================------=========-------
If you wish to receive a copy of the DDES report and decision of this application, complete and return this
portion of the notice to the Land Use Services Division at the address listed above.
File No. L03S0016
( please print ) Name: __________________________________ _
Address: ____________________ Telephone No.: _____ _
F96/SPRS/Type-2.noa 1/30/98 clc
•
·~·, a ,1;11 :I '~I! 1 i ;,a1 I
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L03S0016
® • Ndtice
Department of Development and Environmental Services
Land Use Services Division
of Application
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
Applicant:
(Type 2)
KC File No: L03SOOJ 6 Ha Minh Chau
4101150'" Avenue SE
Bellevue, WA 98006
Tell: (425) 643-3993
DOES Planner: Fereshteh Dehkordi
DOES Planner Telephone No. (206) 296-7173
E-mail: fereshteh .dehkordi@metrokc.gov
Date Application Filed: May 2, 2003
Date Determined Complete: May 27, 2003
Project Location: 17034 106'h Avenue SE, Renton
Project Description: Subdivision of 14, 750 sq.ft. lot into three residential lots
Permits requested in this application: Short Subdivision
Relevant environmental documents are available at the above address: ~Yes D Not Applicable
No SEP A review is required on this short subdivision.
Development regulations to be used for project mitigation, known at this time: KCC 19A (Subdivision
Code), KCC 21A (Zoning), KCC 14 (Road Standards), KC9 (SWDM)
Consistency with applicable County plans and regulations: This proposal will be reviewed for compliance
with all applicable King County codes
including Roads Standards, Surface Water
Design Manual, and Sensitive Areas Codes.
Other permits not included in this application, known at this time: NA
The Department of Development and Environmental Services (DDES) will issue a decision on this application
following a 21-day public comment period which ends on July 7, 2003. Written comments on this application
must be submitted to DDES at the address below. A public hearing is not required for this application prior to
the DDES decision. However, the DDES decision may be appealed to the King County Hearing Examiner, who
would conduct an appeal hearing prior to making a decision on the appeal. Details of the appeal process will be
included in the notice of decision.
Any person wishing additional information on this proposed project should contact DDES at the address and/or
telephone number listed below. You may review the application and any environmental documents or studies in
our Renton office. NOTE: If you require this material in braille, audio cassette, or large print, please
call (206) 296-6600 (voice) or (206) 296-7217 (TTY).
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
206-296-6600
Date of Mailing: June 10, 2003
===================================================
If you wish to receive a copy of the ODES report and decision ofthis application, complete and return this
portion of the notice to the Land Use Services Division at the address listed above.
File No. L03S0016
( please print )
Name: __________________________________ _
Address: ____________________ Telephone No.: _____ _
F96/SPRS/Type-2.noa 1/30/98 clc
•
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RECORDING NO. VOL/PAGE @ SHORT PLAT NO. I
KING COUNTY, WASHINGTON lCINQ. COUNff'
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SURVEYOR'S CERTIFICATE
1MS IMP CQRIIECtl.Y IUIEllflS A SlllVlY MADI 1ft'
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CHAU HA MINH L03SOOI6
4101 150TH AVE NE
BELLEVUE WA
CHAU,HA
4101 150TH AVE SE
BELLEVUE, WA 98006
CLAUSSEN, KIM
SR. PROGRAM MANAGER
DDES/LUSD
DEHKORDI, FERESHTEH
PROJECT PROGRAM MANAGER
DDES/LUSD
HAIDAR, MAZEN
PROJECT REVIEW ENGINEER
DDES/LUSD
OTTERSON, JEFFREY ALLEN, L.S.
CRAMER NORTHWEST INC.
945 N. CENTRAL STE. #104
KENT, WA
LOJSOOI6
LOJS00!6
LOJS0016
L03S00\6
LOJSOOI6
' .. ,·.-;..-··
2923056666/L03SOOl6
2923059148/L03SOOl6
CUGINI ALEX JR
6 I I RENTON AV S
RENTON WA 98055
0087000283/L03SOOl6
HEADLAND GREGGORY A+LISA MARIE
17030 106TH AV SE
RENTON WA 98055
2923059150/L03S00!6
KC HOUSING AUTHORITY ADM IN
600 ANDOVER PARK W
SEATILE WA 98188
0087000208/L03S00!6
KUHLMANN DOUGLAS D & GAIL J
1529 E OCEAN SHORES BL SW
OCEAN SHORES WA 98569
0087000214/L03S00!6
MARAGH DEIGHTON S
I 0526 SE 172ND ST
RENTON WA 98055
0087000281/L03SOOl6
MILLER JERALD S+ANA L
10622 SE 172ND ST
RENTON WA 98055
0087000139/L03SOOl6
NEWMAN REGGIE L
17013 105TH AVSE
RENTON WA 98055
0087000194/L03SOOJ6
PITIS GARFIELD W
17013 106TH SE
RENTON WA 98055
0087000295/L03SOOl6
ROBISON JAMES L
9670 RAINIER AV S
SEATILE WA 98118
0.00151/L03SOOl6
CASIO JAVIER AGOMEZ+LUZ MARIA
17031 105TH AV SE
RENTON WA 98055
2923059009/L03S0016
CUGINI ROBERT ALEX
PO BOX 359
RENTON WA 98057
0087000211/L03S0016
HIRANAKA GARTH L+SUSAN R
10636 SE 166TH ST
RENTON WA 98055
0087000282/L03SOOl6
KAIMAKJS PAUL+SANDRA
2033 144TH AV SE
BELLEVUE WA 98007
0087000207/L03S0016
KUHLMANN DOUGLAS D & GAIL J
1529 E OCEAN SHORES BL SW
OCEAN SHORES WA 98569
0087000138/L03S0016
MCCANNON TIM
17007 105TH AV SE
RENTON WA 98058
0087000198/L03SOOl6
MILLER WILLIAM R
PO BOX 75
RENTON WA 98055
0087000260/L03SOOl6
NEWTON JAY N
17006106TH AV SE
RENTON WA 98055
SD I 3/L03SOO 16
R. STRACKE, FACILITIES & PLANNING
RENTON SCHOOL DISTRICT #403
1220 N 4TH ST
RENTON WA 98055
2923059176/L03SOOl6
RUSSELL DANIEL & DEBRA
16710 SE 235TH ST
KENT WA 98031
0~00280/L03SOOl6
CHAU HA MINH
4101 150TH AVNE
BELLEVUE WA 98006
0087000146/L03SOOJ6
GOOD SHEPHERD OF WA
I 19N MAIN ST
PORTERVILLE CA 93257
0087000291/L03SOOl6
JOHNSON LARRY A
17029108TH AV SE
RENTON WA 98055
0087000203/L03SOOJ6
KOGER DANIEL+PHYLLIS
17023 106TH AV SE
RENTON WA 98055
0087000296/L03S0016
KWIATKOWSKI GREG+ YOKO
2901 MILL AV S
RENTON WA 98055
0087000205/L03S0016
MIDGETI ROBERT L JR
17012 105TH ST SE
RENTON WA 98055
0087000201/L03SOOl6
NAGLICH MARK A & SHEILA K
17004 I 05TH SE
RENTON WA 98055
29230590!2/L03SOOl6
PARTNERS PREFERRED YIELD II
DEPT PT-WA 23224
PO BOX 25025
GLENDALE CA 91201
0087000275/L03SOOl6
RADTKE MICHAL THOMAS
17024 106TH AV SE
RENTON WA 98055
0087000153/L03S0016
STATE OF WASHINGTON
PARCEL I 10126
DEPARTMENT HIGHWAYS ADMIN BLDG
OLYMPIA WA 98501
• • .. ·,·,r -••
2923059178/L03S0016
STEPHENS GEORGE M
l0700SE 174TH ST#202
RENTON WA 98055
0087000285/L03S0016
SUBIC GEORGE & FRANCES
PO BOX 89
RENTON WA 98057
0087000300/L03SOOJ6
WILLIAMS CHARLES D
25603 ELK WILDERNESS DR SE
MAPLE VALLEY WA 98038
0~00265/L03S0016
SUBJC FRANCES SANDERS
PO BOX 89
RENTON WA 98057
0087000293/L03SOOJ6
SUBIC MARGERY
PO BOX 769
RENTON WA 98057
00870002J3/L03SOOJ6
YOST DAVID
17029106TH AVSE
RENTON WA 98055
0~00270/L03SOOJ6
SUBIC GEORGE & FRANCES
PO BOX 89
RENTON WA 98057
2923059134/L03SOOJ6
SUNSET VISTA PROPERTIES LLC
19713 58TH PL S
KENT WA 98032
0087000298/L03S0016
YOUNG CHRISTOPHER
GEORGE+ELIZABETH ROSA ENRICO
27228 NE BIG ROCK RD
DUVALL WA 98019
I • ®
King County
Department of Development and Envirorunental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
(206) 296-6600 TTY (206) 296· 7217
Application Number(s):
L03S00l6
Application for Land Use
Permits
Alternative formats available
upon request
rB)lE~lE~WlE[[)'
lf\l MAY O 2 2003 l1!J
K.C. D.D.E.S.
Date Received: Stam
DO NOT WRITE ABOVE THIS DIVIDER
I (We) request the following permit(s) or approval(s):
Q
Q
Q
Q
Q
Q
~-
Q
Q
Q
Q
Q
Q
Q
Q
. .
Building Permit
Clearing & Grading Permit
Temporary Use Permit
Binding Site Plan
Site Development Permit
Boundary Line Adjustment
Short Subdivision
Formal Subdivision
Urban Planned Development
Plat Alteration
Plat Vacation
Road Variance
Drainage Variance or Adjustment
Right-of-Way Use Permit
Shoreline Exemption
I, ±tcZ-1vr w A C ACu..<-
(print name)
Q
Q
Q
Q
0
0
0
0
0
Q
Q
Q
0
Q
Q
Shoreline Substantial Development Permit
Shoreline Conditional Use Permit
Shoreline Variance
Shoreline Redesignation
Zoning Variance
Conditional Use Permit
Reuse of Public Schools
Special Use Permit
. Zone Reclassification •
Site Specific Comprehensive Plan Amendment
.P-Suffix Amendment
Special District Overlay Removal
Reasonable Use Exception ·
Public Agency & Utility Exception
Period Review for Mining Sites
, being duly sworn, state that I am the owner or
officer of the corporation owning property described in the legal description filed with this application and
that I have reviewed the rules and regulations of the Department of Development and Environmental
Services (ODES) regarding the preparation and filing of this application and that all statements, answers
and information submitted with this application are in all respects true, accurate and complete to the best
of my knowledge and belief. ·
During the review of this application, it.may be necessary for ODES staff to make one or more s.\te,visits.
By signing this application form, you are giving permission for these visits. If it is rental property;the
owner hereby agrees to notify tenants of possible site visits. ·
Jd a,, 01, u le. Lheu f j~
printed name ~--signature
. -t,e, 4-t 0 r I.SP AU£.s. e-
IJ . mailing address
I? e,(( e /Jl,(t U) It v( to ;:i 0
corporation or company name
city state zip
If applicable, state below, the name, address and telephone number of .the authorized applicant for this
application as shown on the Certification and Transfer of Application Status form filed with this
. application) '
M, ill'-
+:/ a Cucw
name
· telephone
Appllcal\on for Land U~e Permil(s) lc-app-luper
'
city
2111102
mailing address
state
Mb\lu\11 f!ILIE «::«:»fV
Page 1 of 2
zip
.-
I
For Formal Subdivisions only:
Name of Subdivision
Registered Land Surveyor
Engineer
Developer
Land Surveyor's Certification
I hereby certify that the accompanying
plat has been Inspected b)( me and
conforms to all rules and regulations of
the platting resolution and standards for
King County, Washington
Signed:
Date:
•
Name
Address and Zip
Teteplione Number
Name
Address and Zip
Name
Address and Zip
Telephone Number .
----------------
..
Land Surveyor Seal
Note: Application forms and submittal requirements are subject to revision without notice.
Application for Land Use Permlt(s) lc-app-luper 2/11/02 Page 2 of 2
® •
King County
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale A venue Southwest
Renton, Washington 98055-1219
Alternative formats available
upon request
(206) 296-6600 lTY (206) 296-7217
File No. ---&,,I ....,..1 l~) 3"'9<...1$---=-0-=0'-""'l"--"6aE.-
\",. • ;·: ·.·. 'i::.;\ i.'"' .. , .. , ".,.,,, •. ')i:'"'"' Thr"'s···-ir· ''t' ''b"'"'C "' 1i:ifitl <l'l>v'JA'.nor""' '"''f'-'1!1· '"''*~~11-l'!if,if ""i.•tl'ly.u•li\;i.Yt"Ir '.,..-:_,,.:~ ... ~,L\;" :,J,.;t: )\IV>,11··· -s1 ec ont o: e1. om e e i 1can --~~,i,,~.JXit!)'r.ifr,_';,';J,~,·w;,i::, l{!'~r.tt:, .. r-~(~,-v·tt-t,'.,i
Owner 1s Name Street City Zip Phone
1-\-o. Minh C-ho.u Y lOl 1'5D-r--A-Jt %-P.:>e--1 \-oJ 1,1.e--!;JI\-qiro"' (:lv;)&l/5 · ?JC/13
Agent's Name Street City Zip Phone
Address/Location of Property Size of Property No. of Lots
r103'f 10~-k,Jt,, SF 'ilP.111.h,n 1.1A q,/1\~ IL(,1'50 3
1/4 1/4 SEC TWP RGE Legal Description Tax Account No-
NE SIN 2.q 23N 5E oog,6<:Y ~2-iO-Dr .
(/,/?.,£r-n,. ,} _,,,..--
Signature Owner/Authorized Agent Date
(I certify that the Information provided by
me Is true and correct to the best of my
knowledge)
************************************DO NOT WRITE BELOW THIS LINE******************************
Date: -----Technician:
Kroll: Zoning:
Min. Lo"'"t 7Ar_e_a ____ '"'R""e-st,..r'lctlons:
Min. Lot Width
Community Planning Area:
Comprehensive Plan Designation:
Shorelines: ----Env:
Sensitive Areas Map No.:
Landslide
Wetland
Seismic
Floodplain Fish Bearing
__ Erosion = Coal Mine
__ Steep Slope
Streams, Class:
Known Unmapped Sensitive Areas:
Critical Drainage Basin:
SWM Variance Requested?
CIP Project?
Access: Proof of Access Required? Yes
Row Use Permit Required?
Street
Road Variance Requested?
CIP Project?
Sensitive Area Variance Requested?
Certificate of Water Avallablllty Required?
Certificate of Sewer Avallablllty Required?
Health Department Approval Required?
No
SEPA Required? --------(SA, 2ndG,P.B.)
Proof of Legal Lot Required?
Other:
Short Plat Appllcatlon lc·app-shplat
FEES
State Highway? Yes __ No
Cities within 3 miles?
City Utllltles?
Critical Corridor?
Bald Eagle Nest Buffer?
Bald Eagle Habitat Area?
Forest Dist. AG Dist.
RELATED FILES:
;
Yes
Yes
Yes
No
No
No
ITS) le ~ IE ij 1W IE. f(y-. li1l MAY O 2 2003 A~}
11/05/01
KC D.D.E.SG)
MAIN fll!E COIP1V . • '\
Page 1 of 2
:a:i.ea UO!S!A0l:I
------:a:iea
•
10/SO/ll
I
. .. . 1 ' '
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0
® •
King County
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale A venue Southwest
Renton, Washington 98055-1219
(206) 296-6600 TTY (206) 296-72 I 7
FOR INDIVIDUALS:
:·petfifi.ion of_ .
~-ppl.icarjf. StatLJs
' ' ' . -
Alternative formats available
upon request
I, Id 0\ tlr\a_u , (print name) hereby certify
that I am an/the owner of the property which is the subject of this application for permit or
approval. If I am not the sole owner of the property, I certify that I am authorized to apply for this
permit or approval by aQY_ and all other owners of the property. My mailing address is:
YI b I \ 6D 1 "' fry~ ~6
I further certify that I am the "applicant" for this permit or approval and am financially
responsible for all fees and will receive any refunds paid. I shall remain the "applicant" for the
duration of this permit or approval unless I transfer my "applicant" status in writing on a form
provided by this department. By being the "applicant," that individual assumes financial
responsibili~?~all fees and will receive refunds paid.
{ /Mt., .,k c1-+rA. ~ tJ f I 07o / 0 9-,
Signature of Applicant roate1Signed
OR
FOR CORPORATIONS/BUSINESS ASSOCIATIONS:
I, (print name) hereby certify that I am an
authorized agent of a corporation, or other
business association authorized to do business in the State of Washington which is the subject
of this application for permit or approval. If this business association is not the sole owner of the
property, I certify that this business association is authorized to apply for the permit or approval
by any and all other owners of the property. The mailing address of this business association is:
I further certify that the above-named business association is the "applicant" for this permit or
approval and is financially responsible for all fees and will receive any refunds paid. This
association shall remain the "applicant" for the duration of this permit or approval unless it
transfers its "applicant" status in writing or on a form provided by this department.
I certify under penalty of perjury under the laws of the State of Washington that the foregoing is
true and correct.
Signature of Applicant
03/25/02
[5) re~ tbt1 ~. rntii..~ re,©,~
tru MAY O 2 200~}o;2 ·;;;:;
K.C. D.D.E.S. &
• •
NOTICE TO APPLICANTS: By law, this department returns all engineering and other
plans to the applicant. If, however, you wish to authorize the department to return
engineering and other plans directly to the engineer, architect, or other consultant for the
limited purpose of making corrections, please designate below:
0 I authorize this department to return plan directly to my consultant(s) for the limited
purpose of making corrections as designated on this form.
CONSULTANTS:
Certification of Applicant Status lc-cer-apstat.pdf 03/25/02 Page 2of 2
• • This certificate provides
information necessary to
evaluate development
proposals.
Certificate : 3619
SOOS CREEK WATER AND SEWER DISTRICT
CERTIFICATE OF WATER AVAILABILITY
Type: Short SubDivision :
Applicant's Name: Ha Minh Chau
Proposed Use: 3 Single Family Residences
Location: Lot: 13 Block: 4
Parcel: 008700 0280
Information:
Development: AKERS FARMS NO 5
Address: 17034 106TH A VE SE, RENTON
\VATERPURVEYORINFORMATION
Proposed southerly lots only.
I. a ~ Water will be provided by service cmmection only to an existing 10" inch water main, 18 feet from the
site.
2.
3.
4.
Andi Other
b ~ Water service will require an improvemnt to the water system of:
a ~
b D
a RI
b D
a [;ii
Proposed northwest lot will be serviced from the existing 8" main in 106th Ave SE.
The water system is in conformance with a County approved water comprehensive plan.
The water system improvement will require a water comprehensive plan amendment.
The proposed project is within the corporate limits of the district, or has been granted Boundary Review
Boar<l approval for extension of service outside the <listrict or city, or is within the County approvecl
service area of a private water purveyor.
Annexation or Boundary Review Board approval will be necessary to provide service.
Water is/or will be available at the rate of flow and duration indicated below at no less than 20 psi
measured at the nearest fire hydrant O feet from the building/property (or as marked on the atta~hed map):
Rate of Flow: 1,000 gpm Duration: 2 hours or More
b D Water systems is not capable of providing fire flow.
Cross Connection Control devices must be in conformance with state laws.
Service is subject to the applicants agreement to comply and perform to make such installation
and/or connections to the standards. regulRtions. requirements Rm! ~onr\;tions of this District and
such other agency or agencies having jurisdiction. This District is not representing that it's
facilities will be extended or otherwise modified to make such service available to the applicant.
It is the responsibility of the applicant to make any required extension of facilities to serve their
property.
I hereby certify that the above water purveyor information is true. This certification shall be valid for one
year from date of signature.
SOOS CREEK WATER & SEWER DISTRICT
Agency Name
Development Coordinator
Title
Lori Westendorf
-Signatory Name
1211112oaz...
Date
~#.L
ITS) \E ~ \E ~ \E f01
[ru MAY O 2 2003 Ud)
K.C. D.D.E.S.
MABN flLE COPY@
•
This certificate provides
information necessary to
evaluate development
proposals.
• • Certificate : 4056
SOOS CREEK WATER AND SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY
Type: Short SubDivision
Applicant's Name: Ha Minh Chau
Proposed Use: 3 Single Fam\ly Residence
Location: Lot: 13 Block: 4 Development: AKERS FARMS NO 5
Parcel: 008700 0280 Address: 17034 I 06TH AVE SE, RENTON
Information:
( Attach map & Legal description if necessary )
SEWER PURVEYOR INFORMATION
Proposed southerly lots only.
1. a ~ Sewer service will be provided by service connection only to an existing sewer main 38 feet from
the site and the sewer system has the capacity to serve the proposed area.
b ~ Other (describe):
Proposed northwest lot will be serviced from the existing sanitary sewer in 106th Ave SE. Stub
installation required.
2. • ~ The sewer system is in conformance with a County approved sewer comprehensive plan.
h D The sewer system improvement will require a sewer comprehensive plan amendment.
3. a ~ The proposed project is within the corporate limits of the district, or has been granted Boundary
Review Board approval for extension of service outside the district or city.
b D Annexation or Boundary Review Board approval will be necessary to provide service.
4. Service is subject to the following:
a ~ Connection Charge: Yes, including but not limited to Latecomer and General Facilities Charges.
b Ri Easement ( s):
c I~ Other:
Right of Way Permits Required.
See conditions above and below.
Service is subject to the applicants agreement to comply and p,,rform to m2ke su~t installation
anciior connections to the standards, regulations, requirements and conditions of this District
and such other agency or agencies having jurisdiction. This District is not representing that it's
facilities will be extended or otherwise modified to make such service available to the
applicant. It is the responsibility of the applicant to make any required extension of facilities to
serve their property.
I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one
year from date of signature.
SOOS CREEK WATER & SEWER DISTRICT 12/11/'XJDv
Agency Name Date
D
Development Coordinator
Title
K.C. D.D.E.S.
..
® King Countv •
• Department of Development
and Environmental Services
3600 -136th Place Southeast
Bellevue, Washington 98006-1400
FIRE DISTRICT~CEIPT
Name of Project/Proposal:
Location of Project/Proposal:
Fire District # ·~ ------
(Address, parcel number, tax account number, legal description)•
'ONE OF THESE REQUIRED FOR PROCESSING OF APPLICATION
SEC 2.. q TWN '2. "3 RNG .. _..::S-,.._ ___ KROLL PAGE. __ ,. _____ _
Name of Applicant: Cb4i/7 _d_~
Address of Applicant: If ltJ/ [$'2J /1zJc' /'I;:::-~/b:'G-0'8;27?,
Telephone Number: __ L/;;,._.Q,"-"'-0-""'~'-'tf'--'3"'--------'-3-'--'-9_9-'--"-3"'--------·-----
DESCRIPTION: TYPE OF PROJECT/PROPOSAL
Check Appropriate Box(es)
D Apartment / Multifamily
D Commercial / Industrial
D Retail
:s(J Residential: Single Family Residence
( D Duplex
D Subdivision
D
D
D
D
D
D
Short Subdivision / Short Plat
'
Rezone
Conditional Use
Unconditional Use
Planned Unit Development
School / Classroom
D Others: Describe __________________________ _
D Stortz couplings required on Fire Hydrants
Issuance of this receipt does not imply an approval, disapproval nor review of re erenced
project/propo5i!I. This receipt ~I be valid for 30 days from d te of signature. 4 q Caut'fJ,5/Y-<-,/JJod'iv:._______,l<~LJ'_ ~=,l..41#:1---
T Agency 7l;;;;e Signatory Na e 7
j}d111ia M ),{A'!-£.~« a__-~ 1.J-IC ·c:J
Trtle Signature Date
Distribution:
White: Applicant (See note below)
Yellow: King County
Building Services Division
Pink: Fire District
Note Applicant: at the time of application
to ODES the white copy must be presented
with projecVproposal submittal
.~. L03S0016
IIAAalAf /:11..1:
Fire District: mail copy to: Cop)
King County
Building Services Division
3600-136th Place Southeast Suite A
Bellevue, Washington 98006-1400
Attn: Fire Engineering
[iS)~~~~W~ij @
U11 MAY O 2 2003 lid) \\~
K.C. D.D.E.S.
• •
STATE OF WASHINGTON )
) ss
COUNTY OF KING. )
File Number: ------------
App Ii cation Name: #a . (/j ,· l1. L () ~ .-
'flt .
Project Location: ...11...:.1-'-'t)'--'g"-'1-:.-----'-"' Oc..eb:..._LJ.!I..ILu.Se.e_·...,_S-<.li.bw-,_,K,~et:J.tr-"'k::::w~, -"1/,Jl,C,A""---'.'-qw/!..!,t):.,:£<=..=S~--
The undersigned, being first duly sworn on· oath deposes and says:
1. That the affiant is competent to be a witness herein;
2. That the affiant is the applicant for the above project;
3. That to .the best of the affiant's knowledge the sensitive areas on the
development proposal site hav.e not been illegally altered; and
4. That the affiant has not previously been found to be in violation of sensitive
areas regulations for any property in King County, or alternatively, that if
there have been any violations,' such violations have been/are being cured to
the satisfaction of King County.
() I /t>G /p 3 /(eu fa u . Ct? fl:
DatJ and Place (City & State) Applicant Signature
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct. ·
L03S0016
.
I •
LEVEL-1
DRAINAGE ANALYSIS
Short Plat / Administrative Division
Located at:
17034106th Ave SE
Renton, Wasllington 98055
Prepared for:
King County DDES
Land Use Services Division
900 Oaksdale Ave SW
Renton, WA 98055-1219
Ms. Ha Chau (owner)
4101 150th Ave SE
Bellevue, WA 98006
Prepared by:
CTS Engineers, Inc.
Civil -Transportation -Structural -Land Surveying
1412 -l 12'h Ave. NE, Suite 102
Bellevue, WA 98004
(425) 455-7622
CTS Job No. WA03.013.C01
•
March 7, 2003
L03S0016
rru IE ~ IE ~ 1W IE t\'-~ co~ \u
till MAY O 2 200~~ \\
K.C. D.D.E.S. C s .
• •
Table of Contents
Level-I Analysis ............................................................................................................................. I
Project Information ............ , ................................................................................................. 1
P . D .. roJect escnpt1on ............................................................................................................... I
Drainage Analysis ................................................................................................................ I
Proposed Site Drainage Improvements ................................................................................ 2
List of Figures
Figure 1-Site Map (copy from Thomas Guide)
Figure 2 -Soils Map (U.S.D.A. -Soil Conservation Service, 1972)
Figure 3 -Topographic Map (U.S.G.S. -Renton Quadrangle, 1994)
Figure 4 -Preliminary Storm Water Drainage Plan
Appendix A -Site Pictures
Site Pictures (Digital photos dated 3/6/03)
ct:s·
•
PROJECT INFORMATION
Proposal:
Location:
Short Plat
17034 106th A venue SE
Renton, Washington 98055
Owner: Ha Chau
Area: Approximately .33 acre
Soils: AgC (Alderwood gravelly sandy loam)
Legal Description: Lot 13, Block 4, Aker's Fanns No. 5
Volume 40, Page 27
Tax Parcel No: 008700-0280-07
PROJECT DESCRIPTION
•
This project proposes to subdivide approximately 1/3 acre ofland into 3 (three) lots.
Presently there is a single family residence with carport located at the north side of the
parcel. As a result of the subdivision, the existing house will be partially or entirely
demolished.
The ground consists of lawn, three pine trees in the front yard, a row of small fir trees
along the west property line, and a gravel driveway. The parcel is bordered by S.E. l 72"d
Street along the south side, and by 106th Avenue S.E. along the west side.
Attached are site pictures, a vicinity map, a soils map, U.S.G.S. aerial topography map,
and a schematic storm drainage plan. These enclosures were used in this analysis as
resources.
DOWNSTREAM ANALYSIS
The ground of the parcel slopes from northeast corner down to southeast corner at a
moderate slope of ten (I 0) percent. The sheet flow from the parcel is collected by the
ditches along the south and west property lines. Both of these ditches are located in the
public right-of-way and meet outside of the southwest corner of the property. The west
side and south side ditches are connected via eighteen (18) inch and twelve (12) inch
diameter short culverts, respectively, into a catch basin located in the northeast comer of
the intersection.
There is a twelve ( 12) inch diameter outgoing reinforced concrete pipe culvert from the
catch basin running diagonally across the intersection at an approximate slope of7.7%.
Page I of2 ct:s·
• •
This culvert daylights into a wooded ravine that continues to slope down in a
southwesterly direction until it becomes a roadside ditch for the State Route 515 (Talbot
Road), at a point at least a V. mile from the proposed subdivision. There are no evident
signs of erosion or capacity problems within this existing downstream storm drainage
conveyance system. Eventually the runoff from the property is part of the Panther Creek
Wetland that is drained into Lake Washington via Green River.
A site visit to verify these conditions was made on March 6, 2003, by CTS Engineers,
Inc.
PROPOSED SITE DRAINAGE IMPROVEMENTS
Each ditch on the south and west of the subject property currently outlets via a short
culvert which connects to an existing catch basin at the NE comer of the intersection of
106th Ave SE and SE 172nd St. As part of the access improvements to the subdivided
property, it is proposed to replace both existing ditches with culverts, filling each ditch to
the level of street pavement. In addition, the existing catch basin is proposed to be
replaced with a larger catch basin or storm drain manhole. Site drainage and storm runoff
will be directed into below-grade pipes which will connect to the proposed culverts
upstream of the replaced catch basin.
Refer to the attached preliminary storm drainage plan for a graphical representation of the
proposed improvements.
Page 2 of2 ct:s
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King County
Dt:partn11:1n of Dt:vdopmtnl am.I Enviromnental Scrvicl.!S
Lau<l Use Services Division
900 Oakt:stlale A venue Southwest
Renton. Washing1011 98055-1219
(20(,) 2%-6600 lTY (206) 296-7217
Subdivision Density
and
Dimension Calculations
Alternative formats available
upon request
L03S0016
File Number
(To be filled in by DDES)
I PRELIMINARY SUBDIVISION WORKSHEET RELATING TO DENSITY AND DIMENSIONS!
Several development regulations play a rote in the creation of a subdivision within King
County. Determining the allowable density, minimum density, and a lot width on a piece
of property can be confusing. This worksheet will assist you in correctly applying
specific portions of the code and will be used to determine if a proposed subdivision or
short subdivision meets the density and dimensions provisions of the King County Zoning
Code (Title 21A). This worksheet is designed to assist applicants and does not replace
compliance with adopted local, state and federal laws.
Pre-application conferences are required prior to submittal of a subdivision or short
subdivision. These conferences help to clarify issues and answer questions. They may
save you both time and money by eliminating delays resulting from requests for
additional information and revisions. You may call (206) 296-6600 to find out how to
arrange for a pre-application conference.
Worksheet Prepared By: __ _cl+_.:..c.a_..::::G_h.;..:q'-1<,< IA"-'--___ Date: __
1 ,_/=(p--,/_o_3.c..-_
(Print Name)
Subdivision Name:_C,;_vi_o._u __ S_li"l_o_~_t_P_I_01;_t-___________ _
Comprehensive Plan Land Use Designation: ____________ _
Zoning: __ ¥.,,__ __ -----____ _
If more than one Comprehensive Plan Land Use designation or zone classification exists
for the property, show the boundary between the land uses or zones and the area within
each on the preliminary plat map. If a single lot is divided by a zone boundary,
transferring density across zones on that lot may be permitted subject to the provisions
of K.C.C. 21A.12.200.
Please complete only the applicable portions of this form
· I. Site Area (K.C.C. 21A.06.1172) also see (K.C.C. 21A.12.080):
Site area (in square ·feet) is the gross horizontal area of the project site, less submerged
lands as defined by K.C.C. 21A.06.1265, and less areas which are required to be
dedicated on the perimeter of a project site for the public rights-of-way.
+
=
____ square feet in submerged land (any land below the ordinary high
water mark -see K.C.C. 21A.06.825)
____ square feet in perimeter rights-of-way which will be required to be
Total dedicated (area 30 feettoJ\ltttrt 1ww'1°Lij
. \ru MAY O 2 2003
Subdivision Density and Dimension Calculations lc-cal~subden 11/30/01 ~C1 oJ:6.D.E.S.
Mb\lN IFILIE COPY
Calculation:
• •
____ Gross horizontal area of the project site
0 Total submerged lands and rights-of-way
IY, l 6D Site area in square feet
I
NOTE: To continue calculations, convert site area in
square feet to acres by dividing by 43,560
, a 3 Site area in acres
NOTE: When calculating the site area for parcels in the RA
Zone, if the site area should result in a fraction of
an acre, the following shall apply: Fractions of .50
or above shall be rounded up to the next whole
number and fractions below .50 shall be rounded
down. Example: If the site area in acres is 19.5
acres (less the submerged land and less the area
that is required to be dedicated on the perimeter of
a project site for public right-of-way) the site area
can be rounded up to 20 acres. No further
rounding is allowed. (See K.C.C. 21A.12.080)
II. Base Density (K.C.C. 21A.12.030 -.040 tables):
The base density is determined by the zone designations(s) for the lot.
--~~-du/acre
III. Allowable Dwelling Units and Rounding {K.c.c. 21A.12.070):
The base number of dwelling units is calculated by multiplying the site area by the base
density in dwelling units per acre (from K.C.C. 21A.12.030 -.040 tables).
,""?) 3 site area in acres (see Section 1.) X ~8~-. base density (see Section II)
= __ .3 ___ allowable dwelling units
Except as noted below, when calculations result in a fraction, the fraction is rounded to the
nearest whole number as follows:
A. Fractions of .SO or above shall be rounded up; and
B. Fractions below .50 shall be rounded down.
NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the
allowable number of dwelling units. For example, if the calculation of the number of
dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is
not allowed. (See K.C.C. 21A.12.070(E)).
IV. Required On-site Recreation Space {K.C.C. 21A.14.180):
This section must be completed only if the proposal is a residential development if more
than four dwelling units in the UR and R zones, stand-alone townhouses in the NB zone on
Subdivision Density and Dimension Calculations lc-cal-subden · 11/30/01 Page 2 of 6
• •
property designated Commercial Outside of Center if more than four units, or any mixed
use development if more than four units. Recreation space must be computed by
multiplying the recreation space requirement per unit type by the proposed number of
such dwelling units (K.C.C. 21A.14.180). Note: King County has the discretion to accept
a fee in lieu of all or a portion of the required recreation space per K.C.C. 21A.14.185.
Apartments and town houses developed at a density greater than eight units per acre, and
mixed use must provide recreational space as follows:
90 square feet X proposed number of studio and one bedroom units ---170 square feet X proposed number of two bedroom units +
170 square feet X proposed number of three or more bedroom units +
Recreation space requirement =
Residential subdivisions, townhouses and apartments developed at a density of eight units
or less per acre must provide recreational space as follows:
390 square feet X ___ proposed number of units =
Mobile home parks shall provide recreational space as follows:
260 square feet X ___ proposed number of units =
v. Net Buildable Area (K.C.C. 21A.06.797):
This section is used for computing minimum density and must be completed only if the
site is located in the R-4 through R-48 zones and designated Urban by the King County
Comprehensive Plan. The net buildable area is the site area (see Section I) less the
following areas:
----areas within a project site which are required to be dedicated for public rights-of-way in
excess of sixty (60') of width
+ ----sensitive areas and their buffers, to the extent they are required by King County to
remain undeveloped
areas required for above ground stormwater control facilities including, but not limited to, ----+
retention/detention ponds, biofiltratlon swales and setbacks from such ponds and swales
areas required by King County to be dedicated or reserved as on-site recreation areas. ----+
Deduct area within stormwater control facility if requesting recreation space credit as
allowed by K.C.C. 21A.14.180 (see Section IV)
+ ____ regional utility corridors, and
other areas, excluding setbacks, required by King County to remain undeveloped ----+
= Total reductions ----
Calculation:
IL/, '150 site area in square feet (see Section!)
0 Total reductions
= -.~3~3~-Net buildable area in square feet NOTE: convert site area is square feet to
acres by dividing by 43,560 .~3 = Net buildable area in acres ----
Subdivision Density and Dimension Calculatlons lc-ca\-subden 11/30/01 Page 3 of 6
+
+
+
+
+
+
+
=
=
=
=
• •
VI. Minimum Urban Residential Density (K.C.C. 21A.12.060):
The minimum density requirement applies only to the R-4 through R-48 zones.
Minimum density is determined by multiplying the base density in dwelling units per acre
(see Section II) by the net buildable area of the site in acres (see Section V) and then
multiplying the resulting product by the minimum density percentage from the K.C.C.
21A .. 12.030 table. The minimum density requirements may be phased or waived by King
County in certain cases. (See K.C.C. 21A.12.060.) Also, the minimum density
requirement does not apply to properties zoned R-4 located within the rural town of Fall
City. (See K.C.C. 21A.12.030(8)12.)
Calculation:
_ __:_?S' __ base density in du/ac (see Section II) X , 3 3 Net buildable area in acres (see Section V)
____ X minimum density% set forth in K.C.C. 21A.12.030 or as adjusted In Section VII
____ minimum dwelling units required
VII. Minimum Density Adjustments for Moderate Slopes (K.C.C. 21A.12.087):
Residential developments in the R-4, R-6 and R-8 zones may modify the minimum
density factor in K.C.C. 21A.12.030 based on the weighted average slope of the net
buildable area of the site (see Section V). To determine the weighted average slope, a
topographic survey is required to calculate the net buildable area(s) within each of the
following slope increments and then multiplying the number of square feet in each slope
increment by the median slope value of each slope increment as follows:
____ sq. ft 0-5% slope increment X 2.5% median slope value=
____ sq. ft 5-10% slope increment X 7.5% median slope value = +
____ sq. ft 10-15% slope Increment X 12.5% median slope value= ____ +
____ sq. ft 15-20% slope increment X 17.5% median slope value= +
____ sq. ft 20-25% slope Increment X 22.5% median slope value = +
____ sq. ft 25-30% slope increment X 27.5% median slope value = +
____ sq. ft 30-35% slope increment X 32.5% median slope value = +
____ sq. ft 35-40% slope increment X 37.5% median slope value= +
--~-Total square feet Total square feet
in net buildable area adjusted for slope
Calculation:
total square feet adjusted for slope divided by total square feet in net buildable area
____ weighted average slope of net buildable area
% (Note: multiply by 100 to convert to percent -round up to nearest whole percent)
Use the table below to determine the minimum density factor. This density is
substituted for the minimum density factor in K.C.C. 21A.12.030 table when calculating
the minimum density as shown in Section VI of this worksheet.
Weighted Average Slope of Net Minimum Density Factor
Buildable Area(s) of Site:
0% --less than 5% 85%
5% --less than 15% 83%, less 1.5% each 1 % of
averaae slooe in excess of 5%
15% --less than 40% 66%, less 2.0% for each 1 % of
averaae slooe in excess of 15%
Subdivision Density and Dimension Calculations lc-cal-subden 11/30/01 Page 4 of 6
• •
EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES:
sq. ft 0-5% slope Increment X 2.5% median slope value =
+ 10,000 sq. ft 5-10% slope increment X 7 .5% median slope value = 750 +
+ 20,000 sq. ft 10-15% slope Increment X 12.5% median slope value = 2 500 +
+ sq. ft 15-20% slope increment X 17.5% median slope value= +
+ sq. ft 20-25% slope increment X 22.5% median slope value = +
+ sq. ft 25-30% slope increment X 27.5% median slope value= +
+ sq. ft 30-35% slope increment X 32.5% median slope value = +
+ sq. ft. 35-40% slope increment X 37 .5 % median slope value = +
30,000 Total square feet 3 250 Total square feet
in net buildable area adjusted for slope
3 250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area
= .108333 Weighted average slope of net buildable area
= 11 % (Note: multiply by 100 to convert to percent -round up to nearest whole percent)
Using the table above, an 11 % weighted average slope of net buildable area falls within the
5% --less than 15% range which has a minimum density factor of 83%, less 1.5% for each
1 % of average slope in excess of 5%. Since 11 % is 6% above 5%, multiply 6 times 1.5
which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of
74%. This replaces the minimum density factor in K.C.C. 21A.12.030 table.
VIII. Maximum Dwelling Units Allowed {K.C.C. 21A.12.030 -.040}:
This section should be completed only if the proposal includes application of residential
density incentives (K.C.C. 21A.34) or transfer of density rights (K.C.C. 21A.37). Maximum
density is calculated by adding the bonus or transfer units authorized to the base units
calculated in Section III of this worksheet. The maximum density permitted through
residential density incentives is 150 percent of the base density (see Section II) of the
underlying zoning of the development or 200 percent of the base density for proposals with
100 percent affordable units. The maximum density permitted through transfer of density
rights is 150 percent of the base density (see Section II) of the underlying zoning of the
development.
base density in dwelling units per acre see (Section II) X 150% = maximum density
____ maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34)
____ base density in dwelling units per acre (see Section II) X 200% = maximum density
____ maximum density in dwelling units per acre X site area in acres =
maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (K.C.C. 21A.34)
____ base density in dwelling units per acre (see Section II) X 150% = maximum density
____ maximum density in dwelling units per acre X site area in acres = ____ _
maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.37)
Calculation:
+
+
----base allowable dwelling units calculated in Section III
____ bonus units authorized by K.C.C. 21A.34
____ transfer units authorized by K.C.C. 21A.37
____ total dwelling units (cannot exceed maximum calculated above)
IX. Minimum Lot Area For Construction (K.C.C. 21A.12.100}:
Except as provided for nonconformances in K.C.C. 21A.32:
Subdivision Density and Dimension Calculations lc-cal-subden 11/30/01 Page 5 of 6
x.
• •
A. In the UR and R zones, no construction shall be permitted on a lot that
contains an area of less than 2,500 square feet or that does not comply with
the applicable minimum lot width, except for townhouse developments, zero-
lot-line subdivisions, or lots created prior to February 2, 1995, in a recorded
subdivision or short subdivision which complied with applicable laws, and;
B. In the A, F, or RA Zones:
1. Construction shall not be permitted on a lot containing less than 5,000
square feet; and
2. Construction shall be limited to one dwelling unit and residential accessory
uses for lots containing greater than 5,000 square feet, but less than
12,500 square feet. (K.C.C. 21A.12.100)
Lot Width (K.c.c. 21A.12.050(B)):
Lot widths shall be measured by scaling a circle of the applicable diameter within the
boundaries of the lot as shown below, provided than an access easement shall not be
included within the circle. (See K.C.C. 21A.12.0SO).
·-. -
30 Feet
~ Lot Width Circle
. -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-
Lot Width Measurement
Subdivision Density and Dimension Calculations lc-ca\-subden 11/30/01 Page 6 of 6
,.
-
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ln} MAY O 2 2003 [W
K.C. D.D.E.S:
NOTIS:
,. WOMIIIEN1S I.AST \tSr1tD r.1,/1.tft'Z,.
Z. THE F'IRST EX'C£P'11DN wmtlN THE D£E1J WWWIJCW
CALLS ovr "11£ IIE5T 1'0 FEET9. OCCUPt4.JDrW. LJll1£S.
ASSESSQlt MN'S NIO N)JOIHINQ DEEDS AU N»CATE' ~T
1HS ~ IS II ERROR NIIJ SHCX4.D RDD "7HE EAST f70
Far.
.. R£FER£NCE 5UM'o'S:
A Pt.AT or AICER'S FNOIS NO. 5. \Q.U.IE «>. PNZ 27,
1EXRDS OF KJ1'IG CXXMY, IMSHINCTCW.
& RECORD OF SUM'Y tHIER ICINQ COUHl'Y RE1XJRDIHQ
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Mi CHI UND£R MY DIRECTION 1M COMfORMAIICE WIIH THE Contpl... l.lmd sw.r.,,ng S. ofoM !l,;tj)~
REQUIRDIENl'S or THE SURVEY IIElXlRDING Ac:r AT Tl{[ ~ • ~'fij
REQUEST Of' HA. UfrU1 CHAU l 11722 251.t Ave. E., Buckley. WA., 98321 . = : ~
IN Jqn 200,J (380) 897-1017 (IOOGI) or 1-(800) 728-4193 (toll frM) ~ ~ : /,I, '
i (380) 897-1227 (lax) ~ ~
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SURVEYED FOR:
HA Al/NH CHAY
SITE ADDRESS: 17034 106TH AV.. s.r.
RENTON, WA 98055 (i)
CB
RJIJ.=377.3
INl/=375.2 N.
!NV=375.2 E.
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LOT#3 PROPOSED
BUILDING WI
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'
EXISTING BUILDING
TO BE REMOVED -
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---CENlERL 1 NE
-----------
FOUND CONCRCTE / ,:,::· , .. ';,. "'" 0 : i "" :' /;.""""" .,,. _ -----, __________ _;;_ _ _ _s,e_ ~7~_dJ~L _ ~-__ _
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r<l LEGEND:
-s-
PROPERTY LINE
PROPOSED PROPERTY LINE
PROPOSED BUILDING
EXISTING BUILDING
TO BE REMOVED
EXISTING SEWER LINE
12'" RCP
1NV=369. 7
@ SITE-PLAN
SCALE I"= 20'
0 10 20
CHAU SHORT PLAT
4101 150 TH AVE S.E.
BELLEVUE, WA. 98006
SITE ADDRESS
17034106 th AVE S.E
RENTON, WA. 98055
SHEET
l OF I
J;,
"y
I_
SCALE IN FEET PHONE: (425) 643-3993 SITE-PLAN SHEETS
PARENT PARCEL
Cascade Land Surveying
11722 261st Ave. E.
Buckley, WA., 98321
360-897-1017
Mon Jan 13 09:00:29 2003
Use [Draft]-[ASAP PRJ DATA]-menu PROJECT: C:\Cascade\Projects\2002\2002-024.pro
PT. JI DESCRIPTION BEARING.
26
S88°16'33"E
27
S01°42'4l"W
25
S88"03'25"W
19
N01°43'14"E
26
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
DISTANCE
130.02 ft
109. 28 ft
130.30 ft
117. 61 ft
-0.00428
0.00364
N40°21'16"W
0.00562
NORTHING
5101.783440
5097. 871419
4988.640164
4984.222184
5101.779159
487.21 (487.21)
1/86735
= 1/113817
= 1/133950
14750.68 sq.ft.
EASTING
4394.885250
4524.846385
4521.582745
4391.357665
4394.888887
0.34 \128 ACRES(VAL(VAL) {DIR).
•. ~ ,.1
ELEVATION
Cascade Land Surveying
11722 261st Ave. E.
Buckley, WA., 98321
360-897-1017
Mon Jan 13 09:01:24 2003
LOT 1
Use [Draft]-[ASAP PRJ DATA]-menu PROJECT: C:\Cascade\Projects\2002\2002-024.pro
--------------------------------------------------------------------------------
PT.# DESCRIPTION BEARING DISTANCE NORTHING EASTING ELEVATION
--------------------------------------------------------------------------------
29 4986.938899 4471.308034
N01°42'4l"E 112. 49 ft
33 5099.378722 4474.667540
S88°16'33"E 50.20 ft
27 5097.868313 4524.844812
S01°42'4l"W 109.28 ft
25 4988.637058 4521. 58ll 73
S88°03'25"W 50.30 ft
29 4986.931575 4471. 310094
-------------------------------------------------------------------------------
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
= -0.00732
0.00206
= N15°42'4l"W
= 0.00761
322. 27 ( 322. 27)
= 1/42356
= 1/44000
= 1/156415
; 5566.37 sq.ft.
0.13 \128 ACRES(VAL{VAL) {DIR).
Cascade Land Surveying
11722 261st Ave. E.
Buckley, WA., 98321
360-697-1017
Mon Jan 13 09:01:41 2003
LOT 2
Use [Draft]-[ASAP PRJ DATA]-rnenu PROJECT: C:\Cascade\Projects\2002\2002-024.pro
PT.# DESCRIPTION BEA.RING DISTANCE NORTHING EA.STING ELEVATION
28 5046.808242 4393.233885
S88°16 1 46"E 79.83 ft
30 5044. 411359 4473.027893
S0l 0 42'41"W 57.50 ft
29 4966.937007 4471.310660
S88°03'25"W 80.00 ft
19 4984.224510 4391.356658
N01~43'14"E 62. 61 ft
28 5046. 806282 4393.236514
Closing latitude -0.00196
Closing departure = 0.00263
Closing bearing N53°17'52"W
Closing distance = 0.00328
Total traverse length = 279.94 (279.94)
Total error of closure = 1/85354
Error of closure in latitude 1/142815
Error of closure in departure 1/106460
Area = 4794.25 sq.ft.
Area = 0.11 \128 ACRES{VAL{VAL) {DIR).
LOT 3
Cascade Land Surveying
11722 261st Ave. E.
Buckley, WA., 98321
360-897-1017
Mon Jan 13 09:01:59 2003
Use [Draft]-[ASAP PRJ DATA]-rnenu PROJECT: C:\Cascade\Projects\2002\2002-024.pro
--------------------------------------------------------------------------------
PT.# DESCRIPTION BEARING DISTANCE NORTHING EASTING ELEVATION
--------------------------------------------------------------------------------
28 5046.808242 4393.233885
N01°43'14"E 55.00 ft
26 5101. 783446 4394.885251
S88°16'33"E 79.82 ft
33 5099.381834 4474. 669113
S01'42'4l"'W 54.99 ft
30 5044.416363 4473.026841
N88'16'46"W 79.83 ft
28 5046. 813246 4393.232832
-------------------------------------------------------------------------------
Closing latitude
Closing departure
ClosiI"lg bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
0.00500
-0.00105
= S11°52'47"E
0. 00511
= 269.64 (269.64)
= 1/52732
= 1/53886
= 1/256159
= 4390.06 sq.ft.
= 0.10 \128 ACRES[VAL{VAL) {DIR).
.. .,,, ..
'. ) -.
• ' .' \, ~~ I ·• •
.. · JAEeiR l;NGINEERIIP ...
941.9 5. 204 PLACE• KENT, WASHINGTON 98031 .
. PHONE (253) 850-0934 ·FAX (253) 850-0155
• ' .l•
· ·.. · January 28; 2004 .
DRAINAGE _ASSESSMENT · ·~ . ' . '
. CHAU3 LOT SHORT PLAT · ·
17034 1061h AVE: SE . .
co~_FILE NO. L03~0016 .
. . = . ' -•
. ,
··_ :L03.S00I6._•
..
· PREPARED FOR: · ...
· Ha Minh Chau·· ·
·. 4IOI° 150th Ave. SE :
Bellevue, WA. 98006 '.
(425) 643-3993
. .
. P~PARED BY:·
' ' . .
· James J. Jaeger, P.E... .
. / .•
RECEIVED·.
· · . · JAN ;f U 2004
. . • KING COUNTY . ·
. LAND USE SERVICES . . . .
. ; ' . . .
.. '
MAIN FILE COPY
• •
I. OVERVIEW
The proposed project is a 3 lot short plat located at the southeast corner
of the intersection of SE 172nd St. and 106th Ave. SE. The property is 0.34
acres and is proposed to divide into 3 new single family lots, two lots of
approx. 4500 SF and a larger lot of approx. 5500 SF. The property is zoned
R-8. There is and existing house and carport that will be demolished and
removed. Also on the site is an gravel driveway that is connected to 1061h
Ave. SE. This driveway will also be removed. Access to the new houses
will be a joint driveway (lots 2 and 3) from 106th Ave. SE. and single
driveway (Lot 1 ) from SE 172nd St.
The project has been submitted for preliminary short plat approval. The
County screening committee has reviewed the initial submittal and
requested additional information, some of which is addressed by this
report. Both of the frontage streets are currently unimproved. Both will be
improved with curb, gutter, sidewalk and pavement widening to meet the
urban sub-access road standard. The pavement widening will be
measured from the centerline of the existing pavement. rather than the
ROW centerline, per discussion with County staff. Additionally, the
frontage improvements along SE 172nd St. will end at the proposed Lot 1
lot line. This was agreed to by the County so that additional ROW would
not be needed to construct the necessary road width. The existing lot
and future lots will be fully served by the existing public utilities.
The site is nearly flat in the northeast corner and then begins an increasing
slope down to the southwest corner. The maximum slope near this corner
is approx. 12%. The site slopes down to both frontage streets. The site
vegetation is primarily tall grass, brush with sporadic trees and shrubs.
There is a row of fir trees along the 106th Ave. SE frontage. There are no
sensitive areas or hazard designations within this site. This property is
basically a large existing lot on a corner of an older plat.
There are no drainage improvements on the site itself. However. there are
several culverts and ditches along the edges of both street frontages. All
of the ditches drain to an existing culvert located near the southwest
property corner. Along with the proposed new curb, gutter and
sidewalks, the applicant will install a gutter drainage system consisting of
catch basins and piping that will connect to the existing catch basin. This
new gutter system will collect all of the runoff from the half streets along
the frontage as well as the existing ditches upstream from the property.
The new lots will include a roof downspout drainage piping system that
will be connected to the new catch basins. Each lot will also utilize a
• •
perforated stub-out connection as a BMP measure. The project is exempt
from drainage detention and water quality enhancement as will be
shown on the developed drainage section.
Downstream drainage is not addressed in this report. A level 1
downstream drainage analysis by CTS Engineers. Inc. was submitted with.
the initial short plat application.
• •
II. PEAK RUNOFF FLOWS
A. PREDEVELOPED DRAINAGE
The pre-developed drainage basin includes the entire subject property
plus a portion of the two frontage roads. T,he frontage road areas were
included because the proposed curb. gutter and sidewalk will add new
impervious surface that must be accounted for in the drainage
calculations. The on-site area was calculated to be 0.34 acres. The area
of the frontage road improvements was determined using only the area
from the edge of the existing pavement to the ROW line. The existing road
pavement was not included in the calculations because this area will not
be changed. The frontage area was calculated to be 3982 SF, or 0.09
acres. This provided a total project area of 0.43 acres. The existing house
and gravel driveway also presented existing impervious surface. This
existing impervious surface was calculated to be 0.07 acres. Note that
only 50% of the gravel driveway was counted as impervious surface, per
code. The remaining pre-developed area was considered till pasture.
The pre-developed drainage analysis was performed using the "KCRTS"
hydrology software and its summary tables and charts are attached for
reference. The methods outlined in the 1998 King County Surface Water
Design Manual were used as guidelines. Following this page are the data
sheets used for the computer input data. The computer summary sheets
for peak flows are also attached. Below is a brief description of the
existing drainage characteristics:
2 year peak flow:
10 year peak flow:
100 year peak flow:
project area:
till pasture:
impervious area:
0.024 CFS
0.040 CFS
0.076 CFS
0.43 acres
0.36 acres
0.07 acres
I
' I
II
G-
• •
= 0 , 4 3 Ac-.
---.,.;-;I I ___ ~a..,':'-J~,__,.._=s\t"""---_b,,J..:.~~--------2.. .... --=.-49...L7L--,:SE'----
----'!.:+-l ___ ,b~st. ~v-M ch·::\~! 62,C, .::s:F
1111 (} ,LI -9)% I 'Mi>e..r __ ---~-TIJ...L,;:3;._...:Sr'"'-----
1 i I ~ n h\ Q.l(\ s;t, , ~------;....._,,__, ____ V~~SL-'C4D-4=---""'-)F-'-----
' 1 I --r----1, : 0,0"] ,A<.,
Iii 3.11 ~ls\JNC.,._ P!"=::R'IIQ=u=S ______________ _ ill -·---~1·..---~o..':' _ __,_,t >s:e.. :bl\, rm:h,c
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• •
B. DEVELOPED DRAINAGE
The developed drainage calculations used the same project area as the
pre-developed calculations. The impervious surfaces included the 3 new
houses. 3 new driveways, the joint use driveway and the frontage
improvements for 106th Ave SE and Se 172nd St. The applicant provided
specific house plans for the three new lots. The footprint for these specific
houses was uses as the impervious surface area for the new houses at
each lot. These areas are shown on the attached worksheet. A driveway
for each lot was also calculated using the site plan that was provided by
the applicant. The areas for the driveways were taken directly from the
plan for each new lot. The joint use driveway was calculated to cover the
"worse" condition of extending the full length of the common lot line
between Lots 2 and 3. The required pavement with of 18 ft. was used.
The frontage improvement impervious surface includes the new sidewalk.
curb and pavement widening. The pavement widening width was
calculated using an average width of the additional pavement for both
streets. The developed pervious surface was considered as till lawn.
Similar to the existing condition. the KCRTS method was used to determine
the peak flows for the various storm events. The computer data sheets for
the developed flows follow this page. A brief summary of the developed
drainage characteristics are:
2 year peak flow:
10 year peak flow:
100 year peak flow:
total area:
till lawn:
impervious area:
0.075 CFS
0.091 CFS
0.153 CFS
0.43 acres
0.19 acres
0.24 acres
•
CHAU SHORT PLAT
KCRTS PEAK FLOW SUMMARY
DEVELOPED DRAINAGE
Flow Frequency Analysis
Time Series File:chaudev.tsf
Project Location:Sea-Tac
•
---Annual Peak Flow Rates--------Flow Frequency Analysis-------
Flow Rate Rank
(CFS)
0.075 6
0.060 8
0.091 3
0.063 7
0.076 5
0.079 4
0.092 2
0.153 1
Computed Peaks
Time of Peak
2/09/01 2:00
1/05/02 16:00
2/27/03 7:00
8/26/04 2:00
10/28/04 16:00
1/18/06 16:00
10/26/06 0:00
1/09/08 6:00
--Peaks Rank Return Prob
(CFS) Period
0.153 1 100.00
0.092 2 25.00
0.091 3 10.00
0.079 4 5.00
0.076 5 3.00
0.075 6 2.00
0.063 7 1.30
0.060 8 1.10
0.133 50.00
0.990
0. 960
0.900
0.800
0.667
0.500
0.231
0.091
0.980
i
I
I • •
___ .µ.;I _____ __c~-31:ioBI: +>L-ttr: _________ _ ---tll, ____ ~E.L.D.~-~&J~N~P>sGE..~~------
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• •
C. HYDROLOGIC ANALYSIS
The site qualifies for an exemption from Core Requirement #3, Flow
Control. Exemption #3 (page 1-27. attached) is met. This is the peak flow
exemption using flow control BMP's. The 100 year peak developed flow is
0. 153 CFS. The 100 year peak pre-developed flow is 0.07 6 CFS. The
difference is 0.077 CFS, which is less than 0.1 CFS limit to qualify for this
exemption. In addition. the site is a re-development project and is not
located within a critical drainage area or a landslide hazard drainage
area. The project is a single family residential project; also needed to
qualify for this exemption.
The flow control BMP used for this project is the perforated stub-out.
Individual lot infiltration is not an alternative because the soils are of the
Alderwood series (hydrologic group CJ. These soils have slow permeability
rates and high ground water. Also. the size of the lots would not allow the
required setbacks for an infiltration system or for a splash block. The
remaining BMP allowed by the code is the perforated stub-out.
D. WATER QUALITY CONTROL
The site also qualifies for an exemption from Core Requirement #8, Water
Quality. Exemption # 1. surface area exemption (page 1-50, attached) is
met. The developed site will be adding less than 5000 SF of new
impervious surface subject to vehicular traffic (PGIS). The new PGIS area
includes the 3 new driveways for each lot. the joint use driveway and the
pavement widening along both frontage roads. The totals for these
areas are:
• 3 driveways: 546 SF
• joint driveway: 1350 SF
• 106 Ave. widening: 236 SF
• 172 St. widening: 135 SF
TOT AL: 2267 SF
This does not count the existing gravel driveway that is being removed
(credit for 50% of the area). This does show that the project meets the
requirements for the surface area exemption.
____________ • __________ 1_.2_.3_c_o_RE_.UIREME.l\T#3: FLOW CO:S'IROL
D EXEMPTIONS FROM CORE REQUIREMENT #3
There are eight possible exemptions from the requirement to provide a formal now control facility per
Core Requirement #3. The intent of these exemptions is to provide for situations where a facility may not
be practical or needed, where other alternatives to a facility can be just as effective, or where it makes
sense to provide incentives for retaining native vegetation or for maximizing use of existing developed
areas.
1. Impervious Surface Exemption
A proposed project or any threshold discharge area within a project is exempt if less than 5,000
square feet of new impen•ious surface will be added and the project or threshold discharge area is not
within a Landslide Hazard Drainage Area.'' If the project or threshold discharge area is located
within a Landslide Hazard Drainage Area, this exemption only applies to new impenfous surface less
than 2,000 square feet.
2. Impervious Surface Exemption Using Flow Control BMPs
Any threshold discharge area within a proposed project is exempt if less than l 0,000 square feet of
new impervious surface will be added, AND all of the following criteria are met:
a) The area cleared to accommodate the proposed project must be less than 35% or less than 2 acres
of the threshold discharge area (whichever is greater), AND
b) If the project is a single family residential project, flow control BMPs must be applied within
the threshold discharge area as specified in Small Site Drainage Requirements (detached
Appendix C), AND
c) For projects other than single family residential projects, the new impen·ious surface within
the threshold discharge area must be comprised of either non-pollution-generating roofs that
comply with the roof downspout controls in Section 5.1. OR roads, trails, or driveways that
comply with the rural roadway dispersion requirements in Section 5.2. l, AND
d) The manner in which runoff is discharged from the project site must not create a significant
adverse impact per Core Requirement # l.
3. Peak Flow Exemption Using Flow Control BMPs
Any threshold discharge area within a proposed project is exempt if the project improvements within
the threshold discharge area generate less than a 0.1 cfs increase in the existing site conditions"' 100-
year peak flow rate, AND all of the following criteria are met:
a) If the project is a redevelopment project, flow control BMPs must be applied as specified in
Section 5.2, and the project improvements must not significantly impact a "severe erosion
problem" or "severe flooding problem" (see page 1-21), and must not be located within a
Landslide Hazard Drainage Area, AND
b) If the project is a single family residential project, the runoff from impen-ious surfaces must be
infiltrated or dispersed using flow control BMPs specified in Appendix C, and any areas of native
31 Landslide Hazard Drainage Areas are delineated on a map adop1ed with this manual (see map pocket on inside of back
cover).
32 Existing site conditions depend on what. if any, land conversion activity has occurred on the site since May 1979 when King
County first required flow control on developments adding more than 5,000 square feet of new impervious surface. IF a
drainage plan has been approved by the County since May 1979 for any land conversion activity which includes the addition of
more than 5,000 square feet of new impervious surtace, THEN existing site conditions are those created by the site
improvements and drainage facilities ·constructed per the approved engineering plans. OTHERWISE, existing site conditions
are those that existed prior to May 1979 as determined from aerial photographs and, if necessary, on knowledge of individuals
familiar with the area. The intent is to mitigate unaddressed impacts created by site alterations or improvements, such as
clearing, which have occurred since May 1979.
1998 Suri ace \Vater Design Manu.al 9/1/98
1-27
• SECTIO:-. 1.2 CORE REQL'IREME.'::41t------------~·•------------
vegetation assumed nol to be cleared for the purposes of computing the increase in I 00-year peak
flow must be preserved within a tract or by covenant as described in Appendix C, AND
9/l /98
c) For projects other than redC\·elopment projects and single family residential projects, the
new impervious surface within the threshold discharge area must be comprised of either non-
pollution-generating roofs that comply with the roof downspout controls in Section 5.1, OR roads,
trails, or driveways thal comply with the rural roadway dispersion requirements in Section 5.2.l,
AND
d) The manner in which runoff is discharged from the project site must not create a significant
adverse impact per Core Requirement #1.
4. Peak Flow Exemption for Urban Redevelopment Projects
Any natural discharge area of a redevelopment project located within the Urban Growth Area is
exempt if the project improvements within the natural discharge area generate less than a 0.1 cfs
increase in the existing site conditions I 00-year peak flow, A.1'/"D all of the following criteria are met:
a) The application of this exemption to natural discharge areas within a proposed project must not
result in more than a 0.4 cfs increase in the existing site conditions I 00-year peak flow rate for any
threshold discharge area of the project, AND
b) Flow control BMl's must be applied to the runoff from new impervious surfaces as specified in
Section 5.2.1, M'D
c) The projecl improvements within the natural discharge area must not be located within a
Landslide Hazard Drainage Area and must not significantly impact a "severe erosion problem"
or "sn·ere flooding problem" (see page 1-21), Al\"D
d) The manner in which runoff is discharged from the project site must not create a significant
adverse impact per Core Requirement #1.
5. Forested Open Space Exemption for Rural Residential Projects
Any natural discharge area within a proposed rural residential project (zoned RA-2.5, RA-5, RA-10,
or RA-20) is exempt if all of the following cri1eria are met:
a) At least 65% of the unsubmerged portion"' of the natural discharge area will be set aside as
forested open space as specified in Section 5.2. l, Al\'D
b) The runoff from new impervious surfaces within the natural discharge area will be dispersed over
na1ive vegetalion using the flow control BMPs de1ailed in Section 5.2.1, A.KD
c) The manner in which runoff is discharged from the projecl sile will not create a significant
adverse impact per Core Requirement #I.
6. Direct Discharge Exemption
Any natural discharge area within a proposed project is exempt if it drains to one of the "major
receiving waters" listed in Table 1.2.3.B, AND meets all of the following criteria for direcr
discharge" to that receiving water:
a) The flowpath from the project site discharge point to the edge of the l 00-year floodplain of the
major receiving water shall be no longer than a quarter mile, except for discharges to Lake
Sammamish, Lake Washington, and Puget Sound, AND
b) The conveyance system between the project site and the ordinary high water line of the major
receiving water shall be comprised of manmade conveyance elements (pipes, ditches, outfall
33 Unsubmerged portion means any portion outside the ordinary high water line of streams, lakes, and wetlands.
34 Direct discharge means undetained discharge from a proposed project to a •major receiving water."
1998 Surface Water Design Mc.nm.I
1-28
• SECTION 1.2 CORE REQUJREME:S ~ •
:)
9/1/98
• Special Requirement #5: Oil Control, Section 1.3.5 (p. 1-62)-This requirement applies special oil
controls to those projects proposing to develop or redevelop a high-use site.
Key Definitions
• Pollution-generating impenious surface (PGIS) Definition: Those impervious surfaces considered
to be a significant source of pollutants in stormwater runoff. Such surfaces include those which are
subject to vehicular use" or storage of erodable or leachable materials, wastes, or chemicals,47 and
which receive direct rainfall or the run-on or blow-in of rainfall." Metal roofs are also considered to
be POIS unless they are treated to prevent leaching.
• Pollution-generating pervious surface (PGPS) Definition: Any non-impervious surface with
vegetative ground cover subject to use of pesticides and fertilizers. Such surfaces include. but are not
limited to, the lawn and landscaped areas of residential or commercial sites, golf courses, parks and
sports fields.
D EXEMPTIONS FROM CORE REQUIREMENT #8
There are five possible exemptions from the requirement to provide a formal water quality facility per
Core Requirement #8:
1. Surface Area Exemption
A proposed project or any threshold discharge area within a project is exempt if it meets all of the
following criteria:
a) Less than 5,000 square feet of new PGIS'' will be added, AND
b) Less than 5,000 square feet of contiguous PGIS'° will be created through any combination of new
and/or replaced impervious surface as part of a redevelopment project, AND
c) Less than 1 acre of contiguous PGPS'' will be added and/or modified," OR there is a formal
agreement with King County to implement a landscape management plan" for the POPS areas on
the site (or a farm management plan in the case of an agricultural land use).
46 A surface, whether paved or not, shall be considered subject to vehicular use if it is regularly used by motor vehicles. The
fo11o...:ing are considered regularly-used surfaces. roads. unvegetated road shoulders, bike lanes within the traveled lane of a
roadway, driveways, parking Jots, unfenced firelanes, diesel equipment storage yards, and airport runways. The following are
not considered regularly-used surfaces: road shoulders primarily used for emergency parking, pa\led bicycle pathways, bicycle
lanes adjacent to unpaved or paved road shoulders primarily used for emergency parking, fenced firelanes, and infrequently
used maintenance access roads.
47 £rodabfe or /eachable materials, wastes, or chemicals are those substances which, when exposed to rainfall, measurably alter
the physical or chemical characteristics of the rainfall runoff (examples include erodable soil, uncovered process wastes,
manure, fertilizers. oily substances, ashes, kiln dust. garbage dumpster leakage, etc.).
48 A covered parking area would be considered pollution-generating if runoff from uphill could regularly run through it. or if rainfall
could regularly blow in and wet the pavement surface. The same parking area would not be included if it were enclosed by
walls or if a low wall and berm prevented stormwater from being blown in or from running onto the covered area.
49 New PGIS means new impervious surface (as defined on page 1-4) that is pollution-generating.
5° Contiguous PGIS means a discrete patch of PGIS that is all together as opposed to being separated in different locations on
the project site. As used in this and other exemptions, the intent is to apply Core Requirement #8 to those redevelopment
projects that are replacing and/or adding enough impervious surface in one location to allow for opportune installation of a
water quality facility.
51 Contiguous PGPS means a patch of PGPS that is all together as opposed to being separated in different locations on the
project site.
52 Modified PGPS means any existing PGPS that is re-graded or re-contoured by the proposed project.
53 Landscape management plan means a King County approved plan for defining the layout and long-term maintenance of
landscaping features to minimize the use of pesticides and fertilizers, and to reduce the discharge of suspended solids and
other pollutants. Guidelines for preparing landscape management plans can be found in Reference Section 4·A. Submittal
requirements are detailed in Section 2.3.1.4.
1998 Surt:ice \\later D!!sign !\ta.nual
1-50
®
King County
Deparbnent of Development
and Environmental Services
Land Use Seivices Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
(206) 296-6600 TTY (206) 296-7217
•
Alternative formats available
. upon request
Drop-Off Cover Sheet for Land Use Services Division
***"********"'*********"***H IMPORTANT******"'**********************
PROJECT NUMBER AND NAME IS NECESSARY
FOR ALL DROP-OFFS
Project No.: --:/_::--0~3~5"'--0~0=--/ ~(J)c...,---,.._---,-~
Project Name: =-c°"'·°"'H'--'-'-l!\.,_Ll-=-_..S___,H_,_D_1_;~:.:______;P_'-_A:r'_·_· _
FROM: jjV'l\ ;:fa,o~or
Company Nam~ Contact Person
Telephone No.:~53,) $Sb -D934
TO: ~fil___,_._l'\.._Z.~BN"--'-' _ _,_H_,_f\-'-+-""1 D__._M,,.._. .. ----
..:.::=~~AL INFORMATION REQUESTED BY KING COUNTY STAFF (please print)
Short Pia Plats
pecify item(s) droRPed-off: . J\ ~. . -1--
3 -.12\'.3.IY\¥, n::~~
Lot Line Adjustment Permit '2. -t-i+-fe.. Rercr+
Please specify item(s) dropped-off:
Right of Way Permit
Please specify item(s) dropped-off:
Clearing/ Grading Permit J4N , 'I)
Additional information requested; please 5Riecify'fte6im dropped-off:
i441~/NGea '01
-_::;._ D.
PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is
important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a
project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the (i)
Zoning/Land Use Technician. Your cooperation is important. Thank you. /."'
MAIN FILE COPY v 1
LUSD Drop,Off Cover Sheet lg-cvs,<tropoff.pdf 05-30-2002 Page 1 of /",
i
'f ®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
October 31, 2003
Ha Minh Chau
4101 150thAvenue SE
Bellevue, WA 98006
•
RE: Notice of Request for Additional Information or Studies
Application No,: L03SOOI6
Date Filed: May 2, 2003
Date of Complete Application: May 27, 2003
Dear Mr, Chau:
•
The purpose of this letter is lo notify you pursuant to Ordinance 12196 that the Land Use
Services Division is requesting additional information and/or studies to complete the review
of your project The information is described on the enclosed plat screening transmittaL
When submitting the requested information, include a copy of the plat screening transmittal
and retain a copy for your records, Provide a cover letter which lists how each item was
addressed, Any cbrification or explanation of the submittal can also be included in the cover
letter, Please submit the information to:
King County DepL of Development and Environmental Services
LAND USE SERVICES DIVISION
ATTN: Fereshteh Dehkordi, Current Planning Secti9n
900 Oakesdale Avenue Southwest
Renton, WA 98055-1219
lfthe submittal is hand delivered, submit it at the address above,
Your application is on "hold" from the elate of this notice, until the date you are advised that
the additional infonnation satisfies this request, or 14 clays after the elate the infonnation has
been provided, You will be notified if the Division determines that the information is
insufficient Please note that the supplemental information required after vesting of a
complete application shall not affect the validity of such application,
MAIN IFllli: COIPV
• •
The deadline for the submittal of the necessary information is January 30, 2004. In the
event you feel extenuating circumstances exist which may justify an extension of this date,
you may submit such request, in writing, for consideration by this department. Failure to
meet the deadline shall be cause for the Department to cancel or deny the application.
lfyou have any questions regarding the additional infonnation or the submittal deadline,
please call me at (206) 296-7173.
Sincerely,
-:;-.aA>-L~ ~
Fereshteh Dehkordi, Planner
Current Planning Section, Land Use Services Division
cc: ' Mazan Haidar, Engineer, Engineering Review Section, Land Use Services Division
Ray Floren!, Senior Engineer, Engineering Review Section
Application File
'
\
~---------,
'® lort Plat Screening Transmitta ..
LUSD File.No .. L03S0016 King County
Department of Development
and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington. 98055-1219
Roads:
Date of lnform13tion ·~equest: October 31, 2003
Deadlin~ JorSubmittal of Information: January 30, 2004
1. Road improvements along frontage of SE 172nd Street and 1061h Avenue SE per King County
Road Standards (KCRS) for urban Sub-access roads will be required unless a variance from
KCRS is obtained.
2. A joint use driveway accessing both lots 2 and 3 along the lots' common boundary line. is
required. Please show a 20-foot wide joint-use driveway tract on the revised site plan.
3. A 25-foot radius along the southwest corner of lot 2 will be required. Please show the 25-foot
radius on the revised site plan.
4. The utility pole and Fire Hydrant at the northwest corner of the intersection of SE 172"d Street
and 106'h Avenue SE shall be relocated unless a 10-foot setback from the edge of the paved
travel lane per KCRS Drawing 5-001 is available.
5. A minimum of 35-feet turning radii at the proposed EOP or face of Curb should be maintained
at the intersection 1061h with 172"d.
Drainage:
In order to use the exemption from flow control facility requirements, the Level One Drainage report
shall be revised to include the followings:
1. Detailed assessment indicating if the proposed development is subject to the requirements for
the Full Site Drainage or Small Site Drainage per the SWDM based on total of new impervious
surface.
2. The revised plan must assess the threshold for the surface flow quality and quantity control
' facilities. This assessment must at the minimum include Basin calculations for the pre and
post development conditions to determine the Retention/Detention (R/D) threshold
requirements. Further technical calculations such as facility sizing (if required) can be
· deferred to full TIR submittal during engineering review. Similarly, the revised Level One
report must at the minimum assess the threshold for the basic water quality requirements.
3. Should the proposal required water quantity and/or quality control facilities. then a conceptual
drainage plan must be prepared and submitted.
4. Based on the site assessment, if a surface water quantity and quality control facility is not
required, then the applicant shall propose/ show other BMP measures (such as dispersion
and/or infiltration) to control surface flows at the post development conditions. This must be
supported with adequate soils information, and be included in the revised Level-One Drainage
.scr
LF/PlatSCR.Sub 2/24/98 clc
report. The revised •ort must show how the proposed !iill.P are fully consistent with the
applicable design ciprion as required by the 1998 KCS\WM. · .
For any questions regarding the drainage standards, please call Mazan Haidar at (206) 296-7133.
Title Report:
1. A title report as required by KCC 19A.08.150 must be submitted. Please submit two copies of
the most recent title report for the property.
2. The site plan must show two temporary bench marks per KCC 19A. The vertical control on the
survey map is mislabeled and must be corrected to NVAD 1988 and the horizontal control
datum must be corrected to NAO 1983-91.
For any questions regarding the title report, please call Ray Floren! at (206) 296-6790.
Please provide the following information by January 30, 2004:
1. Six (6) copies of a revised site plan addressing the items mentioned above.
2. Three copies of a revised drainage report addressing the changes mentioned above.
3. A road variance for the required frontage improvements if desired .
. scr
LF/PlatSCR.Sub 2/24/98 clc
' I
\
®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
May 28, 2003
Ha Minh Chau
4101 150th Avenue SE
Bellevue, WA 98006
RE: Notice of Complete Application for Application Time Periods
Application No. L03S0016 Date Filed: May 2, 2003
Dear Ms. Chau:
'
The purpose of this letter is to notify you that on May 27, 2003 the Land Use Services Division
determined that the above-referenced application is complete under current requirements for a
complete application. This initial determination is intended only for the purpose of applying the
time periods for permit processing specified in Ordinance 12196. Supplemental information may
be requested by the Division, as necessary, for the continued review of your application.
Our goal is to process your application within 120 days. However, the complexity and level of
analysis required to review your project and available staff resources will affect the actual review
time. The time line can also be impacted by one or more of the following:
• any request made by the'Division for additional information
• changes or revisions requested by the applicant
• mutually-agreed-upon requests to stop the time clock
• preparation of an Environmental Impact Statement
• failure to post the property
• resolution ofland use decisions appeals
If you have any questions about your application or the posting requirements, please contact me at
(206) 296-7173.
Sincerely,
7-:; ... ~ b~~
Fereshteh Dehkordi, Planner
Site Plan Review Section
Enclosures
cc: Kim Claussen, Senior Planner, Current Planning Section
Application File
IVIAII\II IFillE co~v
,---------~---:----------~~-------------------------
"' w ..
z:
:>
z
w
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0 ...
Cl
"' ... .. -3 z: :> -z 0 1-o u
(/)~
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•
King County :
Department ofDevelopment .
and Environmental Services
~ Oakesdale A\'enue Southwest
Ren1on. WA 98055-1219
:C:L'-BS
MEMORANDUM
FROM: Site Investigator--------~---
TO: Engineer MA?-al 1-\A\DAR (FDEJ-l~
RE: Field Check Observations
I, PROJECT NUMBER/ NAME
•
U)3 SCOl lo / \-\A CHA\J
Address/Location 17C>34 lQ(oTH A;;J..E SE -
RelatedProject#/Name Ao3POCC> I =0-ftiBseo1B)
Thomas Map Page (new) (oS(o DJ Thomas Guide Page (old) _______ _
2, SYNOPSIS OF PROPOSAL
3 LOT
3. SIERRA FILE INFORMATION
Parcel #(s) 005700 01.80
Kroll Map (oQ I \t.,) Acres I Feet2 0, 33 A
Coinmunicy Plan · $COS CQEE);
-S-T-R SW 2.9 · 23·05
Current Zoning (<-6· SO -
Comprehensive Plan -'-,!Ll_L_ ____________________ _
Limited Text Entry _P'---...;-~ ........ 2'-'-F__.F_,!.LX,____:.\((C.-"'""""'-_-.>.;l(~o, B=2C!., ...!.I ..:::S~O~DC-1-.,--'=5:C..:C=---.1-P....,,3=:::.,,--_
so-2.20
PAGE I
4. ·SENSITIVE AREAS INFORMATION MAP FOL AGE#
SIJECQHJAINS SITE ABUTS
YES NO YES NO COMMENTS
• Wetlands ___ ~D D DD
Wetland# ____ _ Wetland Class ----~Drainage Basin
Sub Basin ____________ ---'----~------Critica/ Basin? [!) [fil
• Streams -'----D D D Cl
Stream Class Stream Name ---,-----------------
• I 00-year Floodplain _o o _o 0
• Erosion Hazard-· _o D _o D
• Landslide Hazard _0 o_o D
• Seismic Hazard __ o o _o D
• Coal Mine Hazard _0 0 _o D
• Other known SA's _o D _o D
Class 1 · or 2 Stream or Class I Wetland within one mile ·downstream of project site! -------
FEMA FIRM number ·_1 ____________ ~ ___ ln FEMA Floodplain? [!) ffil
Soils Mapped · ' A3 C, Map# -~l 1~---
Best available Topographical Map C rlYcf I<~ 1''-..'Z.W 1 V565 # 25
S. SITE DESCRIPTION MATCHES T_.I.R. DESCRIPTION!
, ,
PA GE 2
••• •••
6-•· · E X 1 ·s T I N G S I T E .F E AT U R E S· I
• . r
Unmapped Sensi~ve Areas: ___ '-----'----,--'-_._--'---------'---....:..-....:.. __
Soils types seen· and evidence of soil movement, slides, slum~s. erosion, or deposition: ---'-----
· .•. Ground Cover: ·-·---'--'---------'---'--'--~-'----'-~'---'-------'-----
· ..• · , .Existing Utilities (hydrants'. signs, poies; etc.) shown on site plan!_-'-'---'-----'----'----
Wildlife and habitats:--,----'-'---'-'-----'-----'-',--~---'---'----'------'-----'--
·, water Wells:--------'--''---_;_-_._ ____ '--_._--'-_________ _._ __ _;_ __
. Work started on site! -'-'-.------''-"'""'"-'---'----'-~------------'--'----
. Cl6sed depression >5000 ,feec11trl .lfil Steep slope$! III [!] -'----'--------"'---'--
7,' .DRAINAGE
. Drainage complaint reco.rds -------'--.:...."-"'------'--'---,~~---'-~----'--------
Proposal will add >5000ft1 of new Impervious surface! [I) · (!!] Apprnximate Area, ______ :__
Proposal wiil collect anlconcentrate surface and .storm water ·runof(from
. · · an upland arid site drain~g~ir~~ 9fov'er'SOOO ~1! : · . [I] : :oo, '. "Pp~o>1iinate· Are~--'--'-"'--"'""---'-'
_.. .. . . •. • I , . .. _f;, -•. ;• ··· .• .' •. i '," , -. · , · · ..
Upland. prainage .Basin (draini ng·.~jre~dy. ori_to site): ··_._.;._-"-'"""-'-"-.......C.'---'=;c .. -'--. --------'---""'-'---'-"-'-
•• I ••
. On-site Drak1age:
... · .• , .
. ·.. Dowilstre~m Drainage (mininiuni I /4 mil~ discin~e); '---'-'-'--"---'-..:.-.~-'---,-'--'---'-----'--_._-~ . . . . . .,. . . _, . .
Drainage Description Matches T.LR.!· ~ 0
....:.....:.. ...... ;;....c:....:.:;;....c...:.....:..;;....c...:.. ___ -''----'-'-',-......:.--.:.,__c-.:.,......;.=--
·-PAGE. 3· -.
J
B. EXISTI_NG ROAD • NETWORK I
On'.site Roads----------------------------------
Adjacent Roads--------------------------------
-Closest Transit Stcip ----------------~---,----------~-
B. ESTIMATE OF PR.OJECT IMPA_CTS ON SOIL AND WATER
P. ADDITIONAL COMMENTS
PAGE 4
• FEET AND ADJ A [11,_N_T_U_._S_E~· --~---IO CONSTRUCTION SIGNS WITHIN S.00
11 NUMBER OF PHOTOGRAPHS TAKEN
,
PAGE 5.
• ATTACHMENT TO MEMORANDUM •
PROJECT NUMBER:
FIELD/OFFICE SKETCH WORK:
Drainage systems, features, channels within the upland site plan areas, on the development site,
and in the downstream receiving areas:
SKETCHED BY:
Notes:--'-----------------------.;.._ ___ _
SCALE
I"=. ~---
0
PAGE 6
'riday, Jun 13, 2003 11 :01 AM
(ing County -DOES
• • -i
'riday, Jun 13, 2003 11:02 AM
(ing County-DOES
• •
008700-0280
I 008700-0280
1
1 1!11 008700-0280 I 000700-0200
•i 008700-0280
008700-0280
008700-0280
008700-0280
008700-0280
'riday, Jun 13, 2003 11 :03 AM
:ing County -DDES
A98M0371
A99F0240
B01X0169
B02X0126
B03X0157
89880065
E87-957
• •
BOND BOND 10/23/1998 VOID MINH, HA CHAU
PREAPP-PREAPP·M 02/06/1998 MTG-HELD HA CHAU MINH
PREAPP· PREAPP-M A 09/04/1998 MTG-HELD CHAU, HA MINH (iJ ,:,,·.
MISCSAL MISCSALE A 05/23/1999 CLOSED . MINH, HA CHAU
EXTENSI BUILDING A 02/14/2001 EXTENDED HA MINH CHAU
EXTENSI BUILDING A 02/12/2002 EXTENDED CHAU, HA MINH
EXTENSI BUILDING A 02/21/2003 ISSUED CHAU, HA MINH
p 10/11/1998 EXTENDED CHAU, HA MINH
p 07/21/1987 CLOSED RADTKE HERBERT
' ~11!1/llA'i""~~'&f.'W''ii!'!lr"~f!'"!'''•"' , .... " •"1·\(''." <'' ",,,,,,. • ... " . 1 ' ~;L '2" 4,11 :·~:,~1 • ,:f,·:'i';'(~,\\r,'. .. l:1,;,:-).~H~,.,ir:,;.:, 1 J :.:..~(:,..:, • .,_·1t" •·,;;:v-.... '.
• • • ;,r •• -. ·"'···,-,.~,,._ •• ,~~··r.,: .. -."'"·-, .. · ., -~·,.. <·-···-'· ·"'.:·, '•<,;_.,, .
'riday, Jun 13, 2003 11:03AM
Cing County -DOES
B0~0157
B98B0065
E87-957
I E9800142
L03S0016 .
L98S0018
R8914212
!X0000496
•
EXTENSI BUILDING
EXTENSI BUILDING
EXTENSI BUILDING
ABC ABC
ENFORCI ENFORCE
I ENFORcq ENFORCE
PRE-SP PRE-SP
PRE-SP PRE-SP
SFRES SFRES
I LINKO EV I LINKO EV
•
HA MINH CHAU
CHAU, HA MINH
A 02/21/2003 ISSUED CHAU, HA MINH
p 10/11/1998 EXTENDED CHAU, HA MINH
p 07/21/1987 CLOSED RADTKE HERBERT
iP I 02/24/1998 i CLOSED
p 05/02/2003 PENDING
I CHAU, HA MINH
CHAU.HA
p 02/26/1998 EXPIRED MINH, HA CHAU
A 11/21/1989 ADMIN·F RADTKE, HERBERT
10 I 02/12/2002 I LINK I HA MINH CHAU
'riday, Jun 13, 2003 11 :04 AM
\oing County -ODES
• •
• •
BOOB KING COUNTY DEPT OF ASSESSMENTS
REAL PROPERTY CHARACTERISTICS
SITUS: 17034 106TH AV SE 98055
BD01 PAI11260-Sl .
ACCOUNT: 008700-0280-0
TAXPAYER: CHAU HA MINH
LOT: 13 BLK: 4 PLAT: AKERS FARMS NO. 05
06/13/03 11:05:ll.9
QSTR: SW 29 23 05
JURS: KING CO
• L A N D
ZONE ACTUAL
DATA. I • • B U I L D I N G D A T A •• BLDG 1 OF 1 * *
I BLDG SQ FOOTAGE DATA
JURISDICTION KING co I
14410 I
WATER SYSTEM WTR·DIST I
FIRST FLOOR 1610
SQUARE FEET
SEWER
VIEW
OPEN SPACE
TIDELANDS
WATERFRONT FEET
·WFT LOCATION
WFT.BANK
1/2 FLOOR
2ND FLOOR
PRIVATE I UPPER FLOOR
NO I TOTAL BSMT
I
I
I
I
I
FIN BSMT
BSMT GARAGE
TOTAL LIVING AREA
ATTACHED GARAGE
I ROOMS
1610
MISC BLDG INFO
YEAR BUILT
#STORIES
#LIVING UNITS
DAYLIGHT BSMT
HEAT SOURCE
HEAT SYSTEM
ACCESSORY IMPS
POOL AREA
POOL CONSTR
DET GARAGE AREA
CARPORT AREA
WFT RIGHTS ONLY I BEDROOMS . · 2 MOBILE HOME
==================================== ·===================.· ======= (
CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN,'
1948
1. 0
1
GAS
FR AIR
245
0. 2) ==
<PF4> FOR LEGAL, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END.
• •
BOOB KING COUNTY DEPT OF ASSESSMENTS BD01 PAI11280-Sl
REAL PROPERTY LEGAL DESCRIPTION 06/13/03 11:05:17.0
ACCOUNT: 008700-0280-0 SITUS: 17034 106TH AV SE 98055
TAXPAYER: CHAU HA MINH QSTR: SW 29 23.05
JURS: KING CO
LEGAL DESCRIPTION -PAGE 1
LOT 13 BLOCK 4 PLAT: AKERS FARMS NO. 05
AKERS FARMS# 5 LESS E 170 FT MEAS ALG N LN
LESS N 60 FT
* END OF LEGAL DESCRIPTION* 0. 0)
===============================================================================
CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN, <ENTER> FOR MORE LEGALS,
<PF2> FOR CHARACTERISTICS, <PF6> FOR HISTORY, <PF7> FOR TAXES OR <PF8> TO END.
BDOB
•
KING COUNTY DEPT OF ASSESSMENTS
REAL PROPERTY HISTORY
•
BDOl PAI11270-Sl
06/13/03 11:05:50.8
ACCOUNT: 008700-0280-0
TAXPAYER: CHAU HA MINH
LOT: 13 BLK: 4
SITUS: 17034 106TH AV SE 98055 ·
QSTR: SW 29 23 05
PLAT: AKERS FARMS NO. 05·
JURS: KING CO
* ASSESSED VALUE HISTORY *I* SALES HISTORY*
YEAR LAND IMPS DATE REASON I DATE SALES PRICE REMARKS
03 54,000 108,000 09/02 REVALUE I 11/97 113,000 DEED
02 52,000 100,000 07/01 REVALUE I 06/86 35,000 DEED
01 50,000 90,000 05/00 REVALUE I
00 44,000 95,000 08/99 REVALUE I
99 42, 000 66,000 10/98 REVALUE I
99 39,000 62,000 04/98 EXTENSION I
98 39,000 62,000 09/97 REVALUE I
97 27,000 62,500 09/96 REVALUE f
95 27,000 62,500 10/94 REVALUE f
93 31,500 52,500 03/92 REVALUE I
91 28,900 48,200. 09/90 MAINTENANCE I
* * * CONTINUED * * * I * END OF SALES HISTORY *
==============================================================·=· -( .1.2) ==
CHOOSE ONE ·OPTION: PRESS <PRINT> TO PRINT SCREEN, <ENTER> FOR MORE HISTORY,
<PF2> FOR CHARACTERISTICS, <PF4> FOR LEGAL, <PF7> FOR TAXES OR <PF8> TO END.
• •
BOOB KING COUNTY DEPT OF ASSESSMENTS
REAL PROPERTY HISTORY
-BD01 PAI11270-Sl.
06/13/03 11:05:56.0
ACCOUNT: 008700-0280-0
·TAXPAYER: CHAU HA MINH
LOT: 13 BLK: 4
SITUS: 17034 106TH AV SE 98055
PLAT: AKERS FARMS NO. 05
QSTR: SW 29 23 05
JURS: KING CO
* A s s E S S E D VAL U E H I S T 0 Ry *I* s ALE s HISTORY*
YEAR
91
89
89
BB
87
85
83.
LAND IMPS DATE
28,900 26,300 07/90
02/88
21,200 11,400 01/88
18,000 11,000 03/87
18,000 9,000 07/86
17,500 7,000 04/84
17,500 7,000 05/82
REASON
REVALUE
LEVY CODE CHN
REVALUE
MAINTENANCE
REVALUE
REVALUE
REVALUE
I DATE SALES PRICE REMARKS
I 11/91
I 06/06
I
I
I
I
I
I
I
I
I
113,000 DEED
35,000 DEED
* END OF VALUE HISTORY * I * END OF SALES HISTORY *
================================================================= ( 6.3) ==
CHOOSE ONE OPTION: PRESS <PRINT> TO PRINT SCREEN,
<PF2> FOR CHARACTERISTICS, <PF4> FOR LEGAL, <PF7> FOR TAXES OR <PF8> TO END.
Dev. Cond. Query Result -DDES, ljg County Washington • Page 1 of I
® King County lllm'mllll 1Er!m11111 A14Pli44¥ Comments M5¥H3,M
Development Condition Query Results -
Parcel Search
Parcel Number: 0087000280
Listed below are both Post-Conversion and Pre-Conversion development conditions which are
associated with the parcel you entered. To view text for a development condition, choose a
condition code in either box below and click on a Get Text button. Otherwise click on 'New
Query' at the bottom of this page to perform another parcel search.
Post-Conversion Conditions Pre-Conversion Conditions
(Effective August 18, 1997) (Prior to August 18; 1997)
KCC-16.82.lSOD i SCP-P3 I
SC-P3 I SCP-P7 I
'
50-220 i i
I i
--
Updated: December 29, 1998
King County I DOES Page I DDES/GIS Page I New Query I News I Services I Comments I
Search
Links to external sites do not constitute endorsements by King county.
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://appsOl.metrokc.gov/www6/ddes/new _ direct.cfm 06/13/2003
Parcel Number. 0087000280
Taxpayer. CHAU HA MINH
Annexation: NIA
Jurisdiction: Unincorporated King County
Situs Address: 17034 106TH AVE SE
Postal City: Renton, 98055
Plat Name: AKERS FARMS NO. 05; Rec: nil
Lot: 13; Block: 4
Kroll Page: 601 W
Thomas Bros. Page: 656
1/4-S-T-R: SW-29-23-5
Acres: 0.33 (14470 SqFt.)
Current Zoning: R-8-SO
Potential Zoning:
Comp. Plan Land Use: um
Assesso(s Open Space: NIA
Commercial Use: NIA
Number of Units: NIA
Mobile Home: N
Land Value: 52000
Improvements Value: 100000
Community Plan Area: Soos Creek
Unincorporated Area Council: NIA
School Distrtct: Renton 403
Fire District: 40
Roads MPS Zone: 334 ($1770.00)
Waterfront: PRIVATE
Water Service: WATER DISTRICT
Water Service Planning Area:
Soos Creek Water And Sewer District
Sewer Service: PRIVATE
Airport Noise Remedy Program: NIA
Bald Eagle Flag: NIA
Council District (1996-2001): 6 Rob McKenna.(R)
Council District (2002): 5 Dwight Pelz (OJ
Drainage Basin: Black River, WRIA 9
Police: King County, Pct: 3; Dist: F3
Service/Finance Strategy Area:
Full Service wrrransit Priority.
Snowload Zone: Standard
Agrlcultural Production Oistrtct: N
Forest Production Oistrtct: N
Rural Forest Focus Area: N
TOR Type: NIA
TOR Status: NIA
TOR Penn~ Number: NIA
Building Inspection Area: Cleo Rubalcaba
Clearing Inspection Area: Jim Ballweber
Code Enforcement Inspection Area:
ESA Inspection Area: Kathy Newborn
Grading Inspection Area: Kathy Flinn
Land Use Inspection Area: Tenzing Thinley .
Sens. Areas Notice(s) on Title:
NONE
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Plot date'. Jan 15, 2003: \lddes001l>c01\glslav_do~-''I''
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,'
®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue Southwest
Renton, WA 98055-1219
. March 12, 2004
Ha Minh Chau
4101 1501h Avenue SE
Bellevue, WA 98006
RE: Preliminary Approval for Short Subdivision No.L03SOO 16
Dear Ms Chau:
The Land Use Services Division (LUSD) has completed review of the short subdivision
application captioned above. The LUSD finds that the proposed short subdivision complies with
the King County Land Segregation Code (Title 19A), Zoning Code (Title 21A), and other
applicable codes as specified in King County Code (KCC) 19A.08.060.
The short subdivision is granted preliminary approval subject to the Conditions of Preliminary
Approval attached hereto and incorporated herein by reference. Any aggrieved party may appeal
this decision by the appeal deadline, which is March 29, 2004. The appeal procedure is enclosed
for your information. the preliminary approval is valid for a period of 60 months from the date of
this letter, unless an appeal is filed. In the event that an appeal is filed, the preliminary approval is
valid for a period of 60 months from the date of the appeal decision.
Enclosed are the following:
• Notice of Decision
• Conditions of Preliminary Approval
• Appeal Procedure
If you have any questions regarding this letter, please contact Fereshteh Dehkordi, Program
Manager, at (206) 296-7173 and Curt Foster, Engineer, at (206) 296-7106.
sn~-~
Curt Foster, P.E., Senior Engineer
Engineering Review Section, LUSD
Enclosures
cc: Jim Jaeger, Jaeger Engineering
Applicant File
Letter.frm/CoverLtr2000.SP.doc 3/9/00
<®
King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
File No.
File Name:
CONDITIONS OF APPROVAL
L03S0016
Chau Short Plat
Application Date: May 2, 2003
Revision Date: January 30, 2004
This short subdivision is granted preliminary approval subject to the following Conditions of
Approval. These conditions are based on a field visit and current information the applicant
has provided about the short subdivision property. Occasionally, in satisfying the Conditions
of Approval, a more definitive land use limitation of the property may be revealed. New
information (such as final Health approval or sensitive areas review) may require additional
conditions and may reduce the number of lots.
Final approval will be granted after compliance with the Conditions of Approval. Key codes
and guidelines have been noted to provide guidance in preparing the required plans and other
documents. Compliance with some of the following conditions will require that engineering
plans be prepared by a professional civil engineer licensed in the State of Washington.
1. Title 19A
A. The short subdivision shall comply with all provisions of Title 19A.
B. The final review process must be completed prior to recording of the short
subdivision. The Department of Development and Environmental Services
(DDES) strongly recommends the Final Short Plat be submitted at least one
year prior to the expiration date of the project. The Final Short Plat submittal
package includes:
I. A surveyed map page (four sets) including lot area closure calculations;
2. Final health approval from the King County Health Department ( different
from preliminary health approval);
3. A current short plat certificate and supporting documents (easements, etc.);
4. Payment of the Final Short Plat submittal fee;
5. A copy of this letter (preliminary approval letter).
A licensed land surveyor shall be hired to prepare the final short subdivision
documents. These documents shall comply with all of the following
conditions for final approval:
--------------------
C. All persons having an ownership interest in the subject property are required to
sign the final short subdivision.
D. If modifications to the approved preliminary site plan (Attachment I) are
needed to accomplish engineering design or final short plat, then a revised
preliminary site plan shall be submitted to DDES for review and approval.
The revised site plans shall be submitted with the engineering plans or the final
short plat submittal.
2. Surface Water Management (KCC 9)
1998 King County Surface Water Design Manual (SWDM)
A. This short subdivision proposal is subject to Full Drainage Review per section
1.1.2.3. Final short subdivision approval shall require full compliance with
drainage provisions and storm drainage requirements of this section.
Compliance may result in reducing the number and/or location of lots shown
on the approved preliminary short subdivision. The conditions outlined below
are site-specific drainage conditions:
(I) Core Requirement #1 -Discharge at the Natural Location
(2) Core Requirement #2 -Off-Site Analysis
(3) Core Requirement #3 -Flow Control
(4) Core Requirement #4 -Conveyance System
(5) Core Requirement #5 -Erosion & Sedimentation Control
(6) Core Requirement #6 -Maintenance and Operation
(7) Core Requirement #7 -Financial Guarantees & Liability
(8) Core Requirement #8 -Water Quality
(S 1) Special Requirement #1 -Other Adopted Requirements
B. A professional civil engineer licensed in the State of Washington shall prepare
a Technical Information Report and/or engineering plans per Chapter 2, of the
1998 King County Surface Water Design Manual.
3. Health (KCC 13)
This project is exempt from further King County Heath Department review.
However, if improvements are required from the Sewer and/or the Water
District, then verification shall be required from said District(s) that the
improvements have been bonded and/or installed, prior to final recording of
the short plat.
,------
4. Road Standards (KCC 14)
1993 King County Road Standards, Ordinance 11187
Final short subdivision approval shall require full compliance with the provisions set
forth in the King County Road Standards including engineering plans for all road
improvements. The engineering plans shall be prepared by a professional civil
engineer licensed in the State of Washington. DDES strongly recommends the
Engineering Plans be submitted at least two years prior to the expiration date of the
project.
A. That portion of the North half of SE 172nd Street adjoining the subject property
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
B. That portion of the East half of 106'h Avenue SE adjoining the subject property ·
shall be improved to an urban Sub-access standard per KCRS Section 1.03.
C. Provide 35' paved radii at the intersection of 1061h Avenue SE and SE 172
Street per KCRS Section 2.10. Dedicate a 25-foot property line radius at the
intersection of l 06 1h Avenue SE and SE 172nd Street per KCRS Section 2.10.
D. . Existing roadside obstacle(s) shall be relocated to provide a minimum
clearance of 10 feet from the edge of the travel lane to the obstacle(s) per
KCRS Section 5.11.
E. Private access to Lots 2 and 3 shall be shown as a joint-use driveway tract per
KCRS Section 3.0 I. The tract shall be an undivided ownership to the lots it
serves, and the lot owners shall be responsible for its maintenance. The tract
shall be 20-feet wide with a 18-foot-wide paved surface. The tract shall be a
minimum of 20 feet in length.
· F. The following notes shall be shown on the final recorded short subdivision:
I) Warning: King County has no responsibility to build, improve,
maintain or otherwise service the private roads contained within or
providing service to the property described in this short subdivision.
2) All private easements and/or tracts to be maintained, repaired, and/or
rebuilt by the owners of the parcels having legal access therefrom and
their heirs, assigns or successors, unless and until such roads are
improved to King County standards and are dedicated and accepted by
King County for maintenance. ·
G. All utilities within proposed rights-of-way shall be included within a franchise
approved by the King County Council prior to final short subdivision
recording.
H. All restrictions, easements, tracts, and their purpose shall be shown on the final
recorded short subdivision.
5. Building and .Construction Standards (Title 16)
Grading. The applicant shall comply with all applicable provisions ofKCC 16.82.
6. Fire Code (KCC 17)
Section 902 of the 1997 Edition of Uniform Fire Code
The applicant shall obtain the approval of the King County Fire Protection Engineer
for the adequacy of the fire hydrant, water main, and fire flow standards ofKCC 17.08
prior to recoding of the lots.
7. Zoning Code (KCC 21A)
A. Density and Dimensions (KCC 21A.12)
All lots shall meet the density and dimensions requirements of the R-8-SO
zone classification or shall be as shown on the face of the approved prelimi-
nary short subdivision, whichever is larger. Minor revisions to the short
subdivision, which do not result in substantial changes and/or do not create
additional lots may be approved at the discretion of LUSD.
B. Street Trees (KCC 21A.16)
Street trees shall be provided along that portion of the right-of-way for
1061h Avenue Southeast and Southeast 172nd Street abutting the subject
property, pursuant to the provisions ofKCC 21A.16.050(E) and KCC
2 IA.16.190, unless existing trees are shown to be equivalent to the
requirement of Code. See note below. The required street trees shall be
designed as to location and spacing on the final plan submittal. The street trees
must be installed and inspected, or a performarice bond posted, prior to
recording of the plat. If a performance bond is posted, the street trees must be
installed and inspected within one year of recording of the plat. At the time of
inspection, if the trees are found to be installed per the approved plan, a
maintenance bond must be submitted, or the. performance bond replaced with a.
maintenance bond, and held for one year. After one year, the maintenance
bond may be released after ODES has completed a second inspection and
determined that the trees have been kept healthy and thriving.
NOTE:
I. KCC 21A.16.050 Landscaping -street frontages. The average
width of perimeter landscaping along street frontages shall be provided as
follows:
For single-family subdivisions:
a. Trees shall be planted at the rate of one tree for every 40 feet of
frontage along a neighborhood collector street or arterial street.
b. The trees shall be:
·I. Located within the street right-of-way if permitted by the
custodial state or local agency;
2. No more than 20 feet from the street right-of-way line when
located within a lot;
3. Maintained by the adjacent landowner unless part of a County
maintenance program; and
4. A species approved by the County iflocated within the street
dght-of-way and compatible with overhead utility lines.
c. The· trees may be spread at irregular intervals in order to
accommodate sight distance requirements for driveways and
intersections.
2. KCC 21A.16.190 Financial guarantees. Financial guarantees shall
be.required consistent with the provisions of Title 27 A.
. C. Significant Tree Retention-KCC 2 lA.38.230 which applies to the site, a
detailed tree retention plan shall be submitted with the engineering plans for
the subject plat. The tree retention plan (and engineering plans) shall be
consistent with the requirements ofKCC 21A.38.230, as well as the conceptual
tree retention plan which is part of the hearing record for this project. No
clearing of the subject property is permitted until the final tree retention plan is
approved by LUSD. Flagging and temporary fencing of trees to be retained
shall be provided, consistent with KCC 21A.38.230B4. The placement of
impervious surfaces, fill material, excavation work, or the storage of
construction materials is prohibited within the fenced areas around preserved
trees, .except for grading work permitted pursuant to KCC 21A.38.230B4d(2).
A note shall be placed on the final plat indicating that the trees shown to be
retained on the tree retention plan shall be maintained by the future owners of .
the proposed lots, consistent with KCC 21A.38.230B6. (Note that the tree
retention plan shall be included as part of the final engineering plans for the
subject plat.) If there are no significant trees as defined by the Special Overlay
District on the site then, this requirement does not apply.
D. The existing house shall be removed or demolished prior to the final approval
and recording. A demolition permit shall be obtained prior to demolition.
8. Road Mitigation Payment System
The applicant shall comply with Road Mitigation Payment System (MPS), by paying
the required MPS fee as determined by King County Department of Transportation,
plus an administrative fee. The applicant has an option to either:
A. Pay the MPS fee at final short subdivision recording and the MPS
administrative fee at final short subdivision application, or
B. Pay the MPS fee at building permit issuance and the MPS administrative fee at
the time of building permit application.
If option A is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
All fees required by King County code 14.75, Mitigation Payment System
(MPS) have been paid.
If option B is chosen, then the following note shall be shown on the final short
plat:
MPS FEE NOTICE:
This short plat is subject to King County Code No. 14.75, King County Road
Mitigation Payment System (MPS). The MPS fees plus the MPS
administrative fee shall be paid at the time of building permit application at
the rate in effect at that time.
9. State Environmental Policy Act (SEPA)
This short subdivision was exempt from the provision of the State Environmental
Policy Act (SEPA).
I 0. Other Considerations
Preliminary approval of this application does not limit the applicant's responsibility to
obtain any required permit or license from the State or other regulatory body. This
may include obtaining a forest practice permit from the Washington State Department
of Natural Resources for tree removal.
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KING COUNTY ·
LAND USE SERVICES
3'2,
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--
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Transmitted to the following Parties of Record for short plat L03S0016:
Cramer Northwest Inc.
945 N. Central Ave., Suite #104 Kent, WA 98032
Mr. & Mrs. G.A. Headland
17030 1061h Ave SE Renton, WA 98055
Jay Newton
17006 1061h Ave SE Renton, WA 98055
Trishah Bull, Project Manager II, DDES Land Use Services Division
Curt Foster, Sr. Engineer, DDES Land Use Services Division
Mazen Haidar, Engineer, DDES Land Use Services Division
Rich Hudson, Program Manager III, DDES Land Use Services Division
ATTACHMENT A
RIGHT TO APPEAL
This action may be appealed in writing to the King County Hearing Examiner, with a fee
of$250.00 (check payable to King County Office of Finance).
As required by KCC 20.20.090 and 20.24.090, the appeal period shall be fourteen (14)
calendar days and shall commence on the third day after the notice of decision is mailed.
Filing an appeal requires actual delivery to the King County Land Use Services Division
prior to the close of business (4:30 p.m.) on the date due. Prior mailing is not sufficient if
actual receipt by the Division does not occur within the applicable time period. The
Examiner does not have authority to extend the time period unless the Division is not
open on the specified closing date, in which event delivery prior to the close of business
on the next business day is sufficient to meet the filing requirement.
If a timely Notice of Appeal has been filed, the appellant shall file a statement of appeal
within a 21-day calendar period commencing three days after the notice of decision is
mailed. The statement of appeal shall identify the decision being appealed (including file
number) and the alleged errors in that decision.
The statement of appeal shall state: I) specific reasons why the decision should be
reversed or modified; and 2) the harm suffered or anticipated by the appellant, and the
relief sought. The scope of an appeal shall be based on matters or issues raised in the
statement of appeal. Failure to timely file a notice of appeal, appeal fee, or statement of
appeal deprives the Examiner of jurisdiction to consider the appeal.
Appeals must be submitted to the Department of Development and Environmental
Services, addressed as follows:
LAND USE APPEAL
Land Use Services Division
Department of Development and Environmental Services
BlackRiver Corporate Park
900 Oakesdale Avenue Southwest
Renton, WA98055-1219
A request for a pre-hearing conference may be made by any party. For more information
regarding appeal proceedings and pre-hearing conferences, please contact the Office of
the Examiner for a Citizens' Guide to the Examiner hearings and/or read KCC 20.20 and
20.24.
®
·King County
Department of Development
and Environmental Services
900 Oakesdale Avenue SW
Renton, WA 98055-1219
June 15, 2004
Suellen Warnes
14620 SE 1161h Street
Renton, WA 98059
RE: Permit Fee Estimate
Project: Warnes Final Short Plat
File Number: A04P0170 / L02S0016
Dear Ms. Warnes:
Beginning January 2, 2004, our office implemented a new program for managing certain types of
permit applications to provide customers with an enhanced level of customer service.
The Project Manager Program seeks to provide customers with increased predictability for the
permit process and better accountability from County review staff.
For permit applications using the Project Manager Program, a project manager is assigned to the
permit to facilitate communication with the applicant and provide a fee estimate to cover the
anticipated scope of review. The project manager will also monitor and manage the permit
application throughout the review process to ensure that review schedules remain in line with
performance standards and the overall work hours are within the range of estimated fees for the
project.
Your application was received by our office on May 25, 2004. The enclosed information provides
a summary of the fee estimate for the anticipated work disciplines and also discusses the submittal
process and disclaimers which may affect the final permit fees. Once the attached estimated fee
form 1s signed and submitted to our Department with a complete permit application, including
payment of the estimated fee, your project will be assigned for further review.
If you have any questions regarding the permit fees or other aspects of the review process, please
contact Ray Floren! via email ray.florent@metrokc.gov or by telephone at 206-296-6790.
Sincerely,.
Ray ond E. Floren!, P S, Project Manager
Land Use Services Division
Enclosure
. : '
@) King County
Land Use Services Division Permit Fee Estimate
Pre-app Estimate Number: A04P0170 I Date:06/15/04
Permit Title: Warnes Short Subdivision,L02S0016
Permit Type: Final Short Plat
I
Based on permit information submitted by the applicant, the Department of Development and
Environmental Services (DOES) has determined the amount ofreview fees for the subject application ..
The fees shown below do not include ancillary permit fees, recording fees, project-related mitigation
fees, or other fees that are passed through to the applicant from other agencies or as part of the project's
environmental review.
Fixed Fees:
Counter Service Fee for Application Intake
Base Review (first 4 hours)
Fire Flow and Access
Other Fixed Fees
Estimate for Hourly Fees: (25 Hours x $144.90)
Total Fixed Fees:
Total Permit Fee Estimate:
$205.28
205.28
3622.50
$3,827.78
Note: The estimate for hourly fees stated above is based on the total estimated number of hours not to
exceed 25 hours for the disciplines listed below, and is calculated using the department's hourly rate in
effect at the time the work is performed. Based upon the financial disclosures found on page 2, the
number of hours required may be modified. The total estimated hours reflect work performed by the
following disciplines: Land Surveying Technical Review, Project Management, and Addressing.
After receiving the fee estimate from DDES, the applicant has ninety (90) days to complete the
application submittal. Please call 206-296-6797 to set up an appointment with the Permit Center to
complete your application and payment. If the application is not received within ninety (90) days, the
applicant may be required to obtain a new fee estimate or this activity may be cancelled.
For further questions on this fee estimate or for other requirements about this permit application, please
contact Ray Floren! via email ray.florent@metrokc.gov or by telephone at 206-296-6790.
Project Manager.dot 1/26/04 Page I
..
@ King County
Land Use Services Division Permit Fee Estimate
Pre-app Estimate Number: A04P0170 Date: 06/15/04
Permit Title: Warnes Short Subdivision, L02S0016
Permit Type: Final Short Plat Estimated Maximum Hours: 25
Applicant: Suellen Warnes Total Fee:$3,827.78
The following disclaimers are attached and are part of the fee estimate for this permit. The applicant is
reguired to submit a signed copy of this form with the application and fee payment acknowledging that
the applicant has read the disclaimers stated below.
Disclaimer
Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials
and processing, up to the fee estimate. Changes in the scope of the project review will result in a revised
review fee estimate. Fee estimates are based on information submitted to DDES by the applicant prior
to finalization of the permit application. In addition, estimates are determined by utilizing historical
data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fee
charged unless the scope of the project changes. Should fewer hours be required to complete the
review, then the applicant may receive a refund for those hours. If items are identified that are not
originally disclosed or identified later in the process, a new estimate may be required. Applicants will
be responsible for any additional hours identified in a new estimate because of:
I) Unknown or undisclosed site or project issues
2) Changes in the project
3) Incomplete information from applicant
4) Errors in applicant information or submittal
5) County code fee changes
6) More than one major set of redline correction comments and one minor set of redline correction
comments
Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete
the process review. This commitment should include submitting materials which address all County
codes, policies, previously approved conditions, and responding to the County's request for corrections
or additional information in a timely manner, not to exceed 90 days.
Acknowledged:
Applicant/Owner Name (print)
Applicant/Owner Name (signature)
Project Manager.dot 1/26/04
Date
Page 2
•
King County
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219
(206) 296-6600 TIY (206) 296-7217
To be completed by DDES Staff
Pre-application No.
A03P0001
'Land Use Pr -pplication
Meeting Request Form
Alternative formats available
upon request
Date Received
(Stamp)
ro)~~~~W~f[J1
lfll JAN O 6 2003 l1!)
K.C. D.D.E.S.
Pre-application No. (filled out by King County staff):
Please rint: vJ,, (( t,,f.S!S"'"-3 o
Applicant Name:
Address: 4 lc::, I IS7J'tlv .A-Ve. $.~.
Date: 01 ;a, /LOO!!>
Phone: z.s-6'.li~ -3'flf3
Project Description:
Please indicate if pre-application is:
Fax:
l
Parcel No(s):
5ll, Land Use Feasibility
0 Mandatory
D Consolidated
Check the box(es) regarding issues you wish to discuss:
~ Land Use Permit Issues: Subdivision/ CUP/ Variances/ Reasonable Use/ PAUE
D Site Issues: Zoning / Setbacks/ Density/ Subdivision Design / Landscaping
D Site Issues: Traffic/ Road Access / Road Improvement/ Road Variances/ Parking Layout
D Site Issues: Drainage I Site Development I SWDM Variances & Adjustments
D Shoreline Issues: Substantial Development Permit I Permitted Uses/ Shoreline Setbacks
D SEPA Issues: SEPA Checklist/ Off-Site Improvements/ Mitigation
D Wetland/Stream Issues: Buffers/ Building Setbacks/ Flood Plains/ Mitigation
D Geotechnical Issues: Steep Slope/ Landslide / Seismic/ Coal Mine / Erosion
D Clearing/Grading Issues: Site Development/ Clearing Restrictions / Site Restoration
D Building Issues: Building/ Mechanical: HVAC/Energy/ Barrier-Free Standards
D Fire Issues: UFC / Fireflow /Access/ Sprinklers/ Alarms/ Hazardous Materials
D Health Issues: Sewer/ Septic/ Water/ Groundwater/Noise Impacts
D Other (Specify):
Land Use Pre-Application Meetings lnfonnation & Request Form lc-infreq-preap 2107/02 Page 1 of 2
. . ''I. , • •
Please indicate the numbers and types of representatives that will be at the pre-application
meeting from your design team:
Will
Attend
~
D
D
Will Not
Attend
0Applicant
0Architect
0Civil Engineer
0Developer
Will
Attend
D
D
D
D
Total Number Attending:
Will Not Will
Attend Attend
0Geotechnical Consultant D
0Landscape Architect D
0Legal Consultant D
0Property Owner
Will Not
Attend
D Structural Engineer
D Wetlands Consultant D Others: _____ _
I certify that I am the applicant for this pre-application meeting request and I understand that
ODES will assess hourly review fees for each ODES staff member involved in pre-application
research, meetings and post-meeting follow-up work, and that I assume financial
responsibility for all fees associated with this request.
Appli~;;f;~lc.~~
Note: A minimum advance deposit fee of $357.50 is required to schedule a pre-application
meeting. All checks must be payable to King County Office of Finance.
If you have any questions about your pre-application meeting, please contact ODES at (206) 296-
6600.
A03P0001
Land Use Pre·Application Meetings Information & Request Form lc-.infreq•preap
ro)[Et[Eij~[E~
\ru JAN O 6 2003
K.C. D.D.E.S.
2107/02 Page 2 of 2
Klng County
Department of Development and Environmental Services
Land Use Services Division
900 Oakesdale A venue Southwest
Rebton, WA 98055-1219
May 8, 1998.
Mr. Ha Chau Minh
4101 150th Ave., SE
Bellevue, WA 98006
,r·.•.1·,r .. •
RE: Preliminary Approval for Short Subdivision No. L98S00!8
Dear Mr. Minh:
The Land Use Services Division (LUSD) has completed review of the short subdivision
application that was received on 2/25/98 LUSD finds that the proposed short subdivision complies
with the King County Subdivision Code (Title 19), Zoning Code (Title 21A), and other applicable
codes as specified in King County Code (KCC) 19.26.120[BJ. ·
The short subdivision is granted preliminary approval subject to the Conditions of Preliminary
Approval. Unless the decision is appealed, the preliminary approval is effective 14 calendar days
from the mailing date ofNotice of Decision and is valid for 36 months.
Enclosed are the following:
• Notice of Decision and Posting Package Instructions
• Conditions of Preliminary Approval
• Appe~l Procedure
• Information on how to prepare for Final Short Plat Review
If you have any questions regarding this letter, please contact Gordon Thomson, Senior Planner, at
206-296-7286 and Curt Foster P .E., Engineer, at 206-296-7106.
Sincerely,
Jim Chan
Senior Engineer
Engineering Review Section
Land Use Services Division
Enclosures
f~JJ.,, Lrw
G~1~n ~omson
Planner ill "!
Current Planning Section
Land Use Services Division
fi5J~~~~WfEf(y
l.n) JAN O 6 2003 llJ)
K.C. D.D.E.S.
• •
cc: Jim Chan, P .E., Engineer
Curt Foster, P.E., Engineer
· Steve Townsend, Supervisor, Land Use Inspections, Land Use Services Division
Joanne Carlson, Engineering Review Section, Land Use Servcies Division
Cheri! Jordan, Engineer, Engineering Review Section, Land Use Services Division
Gen Doyle, Zoning Technician II, Building Services Division
Anita Berosek, Financial Guarantee Unit, Administrative Services· Division
Letter.f:rm/CoverLtr.SP 3/26/97
.P
•
KingCounty
Department ofDevelopment
and Environmental Services
900 Oakesdale AvenueSouthwesl
Renton, \\'A 98055·1219
•
File No.
File Name:
CONDITIONS OF APPROVAL
L98SOOl8
Minh
Application Date: February 25, 1998
•
This short subdivision is granted preliminary approval subject to the following Conditions of
Approval. These conditions are based on a field visit and current information the applicant has
provided about the short subdivision property. Occasionally, in satisfying the Conditions of
Approval, a more definitive land use limitation of the property may be revealed. New information
(such as final Health approval or sensitive areas review) may require additional conditions and
. may reduce the number of lots.
]:inal approval wil_l be granted after compliance with all of the Conditions of Approval. Key codes
arid guidelines have been noted to provide guidance in preparing the required final plans and other
documents.
1. Subdivision Code (KCC 19)
A. The short subdivision shall comply with all provisions of the Short Subdivision
Code (King County Code 19.26).
B. Final Approval and Recording: The final review process shall be completed prior to
recording of the short subdivision. This process includes submittal of a survey
document. A licensed land surveyor shall be hired to prepare the final short subdivision
documents. These documents shall comply with all of the following conditions for final
approval.
C. All persons having an ownership interest in the subject property are required to sign the
final short subdivision.
Letter.frm/NoConApp.SP 3/10/98
• • •
D. A revised preliminary short subdivision map shall be submitted with the final
package showing the design changes that are identified in the following conditions.
2. Surface Water Management (KCC 9)
1990 King County Surface Water Design Manual (SWDM)
A. This short subdivision does not meet the minimum threshold for further drainage
review, as set forth in SWDM 1.1.1. As such, no further drainage review is
required.
B. Special Requirements:
At this time, no specific Special Requirements from Section 1.3 of the King County
Surface Water Design Manual have been identified. If any are identified during
engineering plan review, they shall be reviewed and appropriately addressed during the.
project's design.
3. Health (KCC 13)
The applicant shall obtain final approval from the King County Health Department
for domestic water supply and method of sewage disposal.
4. Road Standards (KCC 14)
1993 King County Road Standards, Ordinance 11187
Final short subdivision approval shall require full compliance with the provisions set forth
in the King County Road Standards (KCRS). The following conditions are the KCRS
requirements for this short subdivision and shall be satisfied, unless a variance is obtained.
A. That portion of the north half of SE 172nd Street adjoining the subject property shall
be improved with a 4 foot paved shoulder (KCRS Section 1.03 B, subaccess
standard). Provide 35' paved radii at the intersection of SE 172nd Street and 106 ..
Avenue SE.
B. That portion of the east half of 106"' Avenue SE adjoining the subject property shall
be improved with a 4 foot paved shoulder (KCRS Section 2.03, subaccess
standard).
C. Dedicate a 25-foot property line radius at the intersection of SE 172m1 Street and
106'" A venue SE.
Letter.frrn/NoConApp.SP 3/10/98
•
• • •
D. Existing roadside obstacles (such as the fire hydrant and power poles) shall be
removed/relocated to provide a minimum clearance of 10 feet from the edge of the
travel lane to the obstacles (KCRS Section 5.11 ).
E. The following note shall be shown on the final recorded short subdivision:
All restrictions. easements, tracts, and their purpose shall be shown on the final
recorded short subdivision.
F. The applicant shall comply with Road Mitigation Payment System (MPS), by
paying the required MPS fee as determined by King County Department of
Transportation, plus an administrative fee. The applicant has an option to either:
1. Pay the MPS fee at final short subdivision recording and the MPS
administrative fee at final short subdivision application, or
2. Pay the MPS fee at building permit issuance and the MPS administrative fee
at the time of building permit application. ·
If Option I is chosen. a note shall be placed on the face of the short subdivision
that, "All fees required by King County Code Title 14, King County Road
Mitigation Payment System (MPS), have been paid."
If Option 2 is chosen, the fee paid shall be the amount in effect as of the date of
building pem1it application .
5. Financial Guarantees and Construction Inspection
The following fees must be paid and Financial Guarantees posted with King County prior
to the commencement of any site clearing or construction activity. See attached fee sheet.
Standard Fees and Bonds
A) King County Code Chapter 14.28 requires that a right-of-way use permit be
obtained to perform work within County-owned right-of-way. An ·
application form is enclosed (see enclosed). Since the right-of-way use
permit will be reviewed in conjunction with the short subdivision, the
. reduced review fee of $404.00 will be required. This fee shall be posted
under the inspection activity.
Letter.frm/NoConApp.SP 3/10/99
•
• • •
B) A restoration bond of $5,067.00 is required to be posted with the
Financial Guarantee Management Unit (FGMU) prior to a pre-
construction conference with the Land Use Inspection Section (see
below). The applicant may record this short plat prior to
constructing the required improvements. The Land Use Services
Division reserves the right to reevaluate the Financial Guarantee
amounts due to increased construction costs related to inflation. The
Financial Guarantees may be in the form of cash, check, or other
surety approved by the FGMU. A $90.00 processing fee will be
required upon the posting of said guarantee. The FGMU will mail
the applicant the proper forms and agreements. The FGMU may be
reached at 296-6693. The Final Construction Approval must be
obtained within two years of the short plat recording date to
avoid Financial Guarantee Forfeiture proceedings.
C) After all fees are paid and all bonds are posted, the applicant is required to
contact the Land Use Inspection Section at 296-6642 to schedule a pre~
construction conference. Site clearing or other construction activity is
prohibited until this meeting has occurred.
D) Inspection Fees are based on King County's cost estimate of improvements
requiring inspection (performance bond amount). An initial inspection fee
of approximately $816.00 will cover costs of inspection for the first
12 months following the payment of the inspection fee. If the development
· does not receive Final Construction Approval within one year of the initial
payment (anniversary), an hourly inspection fee (currently $95/hour) will be
charged for all inspection time after the first 12 months until Final
Construction Approval. Please refer to the current fee schedules developed
by the Land Use Services Division for additional fee information.
E) The financial guarantee and fee amounts stated above are consistent with
current King County code. Financial guarantees and fees are subject to
change and the applicant's requirements for financial guarantees and fees
shall be consistent with King County code at the time of submittal to
FGMU.
6. Building and Construction Standards (Title 16)
The applicant shall comply with all applicable provisions ofKCC 16.82.ISOD. Seasonal
Clearing Restrictions
Letter.frm/NoConApp.SP 3/10/98
•
• • •
7. Fire Code (KCC 17, 17.04, 17.08, 17.10)
Section 10 of 1988 Edition of Uniform Fire Code
King County Fire Prevention Guideline No. 106)
Fire engineering is approved as submitted with no additional conditions.
8. Zoning Code (KCC 21A)
'•. :"''/'···.
A. Density and Dimensions (KCC 21A.12)
B.
All lots shall meet the density and dimensions requirements of the R-8 PSO zone
classification or shall be as shown on the face of the approved preliminary short
subdivision, whichever is larger. Minor revisions to the short subdivision which do
not result in substantial changes and/or do not create additional Jots may be
approved at the discretion ofLUSD.
P-Suffix Conditions
1. A Significant Tree Special District Overlay (KCC 21A.38.230) applies to the
zoning on the property. However, there are no significant trees on the site. The
requirements of the SDO therefore do not apply.
2. A clearing and grading P-suffix condition (SC-P3) applies to the property as
follows:
a. Lot clearing during road and utility construction. Th~ building envelope
on each buildable lot shall be identified on the engineering plans. The
following standard specifies the maximum size of the building envelope
based on actual average lot size:
Lot Size (in sq. ft.) Building Envelope 5,000-9,000 45% of
Jot size.
b. Except as provided in subsection l .b., the clearing of building envelopes
shall occur at the same time as the clearing for roads and utilities, The
clearing limits for each building envelope shall be clearly marked or flagged
on each lot and inspected prior to any clearing. Erosion and sedimentation
controls shall be instituted on the building envelopes as required by the
:;; Surface Water Design Manual. The vegetation remaining after initial
clearing of the building envelope may be preserved or cleared as deemed
Letter.frm/NoConApp.SP 3/10/99
-1
•
•
·i~t·' • •
appropriate by the pennittee of the residential building permit for that lot
after its approval and issuance.
c. Lot-by-lot clearing. Clearing on individual lots shall be postponed until
the approval and issuance of the individual residential building permit for
each lot. No clearing on the individual building lots shall occur during the
construction of roads and utilities except that necessary to accommodate
cuts and fills due to topography and road design. Erosion and
sedimentation control plans shall be designed through buildout including
sediment pond sizing. All building permits shall have erosion control
measures consistent with the Surface Water Design Manual standards.
. ~-:Jt-· r:/r,.~}( · J'·
\
d. The applicant may opt to postpone clearing on individual building lots
until the approval and issuance of the individual residential building permits
for each lot. Under this option, no clearing on individual building lots shall
occur during the construction of roads and utilities except that necessary to
accommodate cuts and fills due to topography and road design. Erosion and
sedimentation control plans sl1all be designed through buildout including
sediment pond sizing. All building permits shall have erosion control
measures consistent with the Surface Water Design Manual standards.
9.
10.
State Environmental Policy Act (SEPA)
This short subdivision was considered under the provisions of the State Environmental
Policy Act (SEPA). LUSD determined that the short subdivision is exel11pt from the Act.
y;,.:
OTHER·CONSIDERA TIO NS
x . The Washington State Department of Licensing, Real Estate Division should be
contacted to determine if registration of this property is required.
_x _. Preliminary approval of this application does not limit the applicant's responsibility to
obtain any required permit or license from the State or other regulatory body.
Letter.frm/NoConApp.SP 3/10/99
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King County
Department of Development and Environmental Services
Land Use Senices Division
900 Oakesdale Avcm1c Southwest
Renton. Washington 98055-1219
• ' .,
··\''!.'
•
FINAL SHORT PLAT AND INSPECTION REVIEW
The short plat preliminary approval is valid for 36 montqs/,J Within this 36 month period, a final
short plat must be submitted and be approved by,tlie King County Department of Development
and Environmental Services (DDES). To enfii/litiftlelv reviews and approvals. the final short plat
shouldibe subr~·dtted one vear prior to the #ki!3tio2date. \fthis approval is not obtained and the
short plat fail~t.qll?~ recorded within 36 montlii!'ofpreliminary approval~ the preliminary approval
is null and void:r~~r application would be required to pursue the short subdivisio~t}ti~,
. .:~;~;:_A~~?,-\ •! . .tiP'.({.#.~}.
. Fmal Short Plat~ e~ ,. ,, , ·. . .,/;tf'fiJ_;j]';}.},1,;;, ..
KCC I?,J~Mlr~~ ./rib~~ short P_lat b~ yrepared by a profe~sional surveyor lic.ensed1iiitllf,t~Ji1te ~~~ j;.~~palr,~yiew fee ~s,requttep u~on the subIIl!tt~l;.~fthe final short plat d.<:>C.~~nts. ,, e,!1,!f~ •' ,la,,,w.ust com~ly With _the cond1tlons of the prehmmary approval. DE>ES. W\~.
· c · • ctf hcants. surveyor regardmg any necessary changes to the final short plat. Once the atn : •:,J.. ittiortand cod~ave been met;"'th~al short plat will be approved.
, _ ., •
1H<~ ,~ ff:;:-•· ' ··: . "" ., ,.:: ·:~!;~,tti!f~611 ~ctivity, the applicant is respo.le for contacting gie Land (15.e\ ....
. (~ .•. ms. · .. R .. B· :flj\)''~>.··.rr
1
.~s'e .•. ·Fl.c.t" qp:···'l'·li.··1·· ~2??) 296-664~ to sched~le ~ preco~struction confe.rer.~aGJJ·~. ··.·7.fr·r·i .. ~.e' ••.. cle. ilri?g or' "'" · _ .,?~ef'e'ons~ ·. ;··1~~t1v1ties are probib1t~d untJl this meetJng h'.15 occurre~(":,~:~fff~n-~tructlon · · .. :. , ·
.::~?~f~~~,:!~r ·. ired b~fore the recor~mg of any sho.rt ~lat With COflSoYJ\i?.~~-~UJ!eID~n~.: }e.~ _
appli~antmay ,opt to set m place financial guarantees m heu of actual cons®<,;tion·on the site ... ~'t,
Construction inspection fees are based on an estimated construction costs establi}~J.dJ:,y ti.)il{/1{
applicant's engineer and will be collected prior to any construction activity:: I ,.f. ;; •· .. : ·,-,\};,li
. ! · _,.;ijWf\i:: .. }if.l{ff
Any questions regarding this information should be directed to the Engineering. Revi~; S~~ti-o'n
· at (206) 29~-6640. · · · · ·
Letter .. frm/InspRev. SP
, I
12/24/97
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King County
Department of Development
and Environmental Services
900 Oakesdale Avenue Southwest
Renton, WA 98055-1219
Date: January 24, 2003
Ha Minh Chau
4101-150'h Avenue SE
Bellevue, WA. 98006
•
RE: Preapplication number A03POOO!
Dear Ms. Chau,
Thank you for submitting the preapplication request captioned above. It is necessary to schedule a
meeting time with you when all related King County disciplines can attend to provide you with the best
service and advice for your project
I have left two phone messages at the number you listed on the application form and as of the date of
this letter that have not been returned. If you wish to continue with this preapplication process, please
·call me at 206-296-7059 and we will schedule a meeting time. If you wish to cancel the preapplication
meeting, please write me a letter requesting the cancellation and I will forward your request to our
accounting section for a possible refund.
~
Tom Slade .-,
Land Use Services Division ,,
cc: Pre-Application File: L03POOO 1
LUSD/Site/norris/por.l1Cl1appe\lLOOS0052
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.r IT]fE~IE~IWIE[O)
!fll JAN O 6 2003
K.C. D.D.E.S.
CHAU SHORT PLAT
17034106 th AVE S.E
RENTON, WA. 98055
A03P0001
2000 PHOTO
PROPOSED CHAU
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Plot-Jon 21 , 2003; ~l>Of\gia\av_~ ..
-
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Tuesday, Jan 21, 2003 11 :11 AM
King County -DOES
• e
Tuesday, Jan 21, 2003 11 :17 AM
King County -ODES
•
008700-0280
008700-0280
008700-0280
008700-0280
008700-0280
008700-0280
008700-0280
008700-0280
008700 -0280
Tuesday, Jan 21, 2003 11 :17 AM
King County -ODES
A9880520
A98M0053
A98M0371
A99F0240
B01X0169
B02X0126
89880065
E87 -957
E9800142
•
PREAPP·
PREAPP-
MISCSAL
EXTENSI
EXTENSI
ABC
ENFORCI
ENFORCI
10/23/1998 VOID
PREAPP-M 02/06/1998 MTG-HELD
PREAPP-M 09/04/1998 MTG-HELD CHAU, HA MINH
MISCSALE 05123/1999 CLOSED MINH, HA CHAU
BUILDING 02/14/2001 EXTENDED HA MINH CHAU
BUILDING A 02/12/2002 ISSUED CHAU, HA MINH
ABC p 10/11/1998 EXTENDED HA MINH CHAU
ENFORCE p 07/21/1987 CLOSED RADTKE HERBERT
ENFORCE p 02/24/1998 CLOSED CHAU, HA MINH
008700-0280
008700-0280
008700-0280
008700-0280
Tuesday, Jan 21 , 2003 11 :18 AM
King County -DOES
A98M0371
A99F0240
B01X0169
807><0126
89880065
E87-957
E9800142
L98S0018
R8914212
X0000496
•
PREAPP-PREAPP-M
MISCSAL MISCSALE
EXTENSt BUILDING
EXTENSt BUILDING
ABC ABC
ENFOACI ENFORCE
ENFORCI ENFORCE
PRE -S P PRE-SP
SFRES SFRES
LINKDEV LINKDEV
09/04/1998 MTG-HELD CHAU , HA MINH
A 05/23/1999 CLOSED MINH, HA CHAU
A 02/14/2001 EXTENDED HA MINH CHAU
A 02/12/2002 ISSUED CHAU , HA MINH
p 10/11/1998 EXTENDED HA MINH CHAU
p 07/21/1987 CLOSED RADTKE HERBERT
p 02/24/1998 CLOSED CHAU , HA MINH
p 02/26/1998 EXPIRED MINH , HA CHAU
A 11/21/1989 ADMIN·F RADTKE .HERBERT
D 02/12/2002 LINK HA MINH CHAU
Tuesday, Jan 14, 2003 03:26 PM
King County -ODES
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114TH AVE SE ----·--···------4 16239 114TH AVE SE LUND SHORT PLAT
7 16251 114TH AVE SE LUND SHORT PLAT
6 16245 114THAVESE LUND SHORT PLAT
5 16227 114THAVESE LUND SHORT PLAT
8 16223 114THAVESE LUND SHORT PLAT
1 16203 114TH AVE SE
Page 1