HomeMy WebLinkAboutLUA-08-089_Misc 2A07PF002/3
2005 PHOTO
W ater Bodios
Parcels
C11ies
50 100 Foot
1"= 100 feet
UI King County
The lntoonatlon ncluded on this map has t.., compil«i b')'
King Cculty staff from a vart.ry of SO&n»a .xt la sul)fKt to
change \Mthout nob. King Couity malan no
reprMentationt or W'8nW'll»u, alq)JMS or lmpli.ct. as to the
&CCll"aCy, ~eneu, Umellneu, or r1',11ti,; to the 1Ae of
such nformatlon. King Cculty ahal not be llablt for any
general. apeclal, hdnc::t. lnddental, 0( COOMQuentlai
d&magN lndudlr-G, but not llmiled to, loal 1'9¥'a'\l.al « lo111
proffl:1 ~ rrom the us.e or rrnuM ot 'he lnforrnatlcwl
contained on tNs map. Arri sale d this map or lnlonnalJon
on thla maJ> la prohibited exc.pt by wrtnen pe,mu;on of King
Cou,!y.
Plot date: Oct 12. 2007: \ldd86001\x01\gislav_d m,\projects'base2.ap,-
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A07PF002/3
ARTERIALS
/\J Streets
}/}{ Water Bodies c= Par cels
~ Cities
0 1000 2000 3000 4000 Feet
1 "= 3333 feet
ti King County
The 6nfotmatlon lneluded on tNa map has ~ compiled by
Kng Cou'tly staff from a variety of aoll'Cel and Is ~ect to
chanQ,t 'Ml'loul notlefl. l<Jng Coooty makes no
re,preMntatlons 0twwran1l1, •xp,M$ orlmplled, aatothe
acxuacy, ~tenel&. tlmellneM, °' nghtl to the use of
su<I\ -· l(ng County lhal not be liable for""" ~. lpedai. lndlred.. lncldental. or OClf'IMqu.mlal
damagn nduclf'CI, but not llnvt..:I to . loll revenue• or loll
profttl t'N&.lting from lhe UM Of milUM d the lnfomLaUon
contaiMd on tNs map. N'f sai. d thl1 map « Information
on th!• map 11 prohibited ~ by MitWl pe,rmlAlon d K),g
County.
Plot date: Oct 12, 2007; \lddes001\x01~is\av_dev\projectslbase2.apr
A07PF002/3
DRNG CMPLTS
Bald Eagle Nests (WDFW)
, ',, Wildlife Network
c::::J Basins
N Streets
1:2] SAO Landslide
IDB SAO Coal Mine
~ SAO Seismic
E:I SAO Erosion &~ream
~AT1 2p
~2S iv" 3 u
~ SAOWotland (199B)
Water Bodies
D WLRD Drainage Complaints
D Parcels
i
Bald ~\::1 and Roost Buffers (WDFW)
800 Foot or Shoreline
1320 foo(
FEMA Cross Sections
FEMA Floodway
fJ:B FEMA 100-yr. Floodplain
c::::JCities
400 Feet
~~~~
1"= 500feet
~ King County
The lnfomiation Inducted on tNt map has bNtl complied by
Krag Comty staff from a YWi9ty of 90lr0ta and la •l.tltect to
change wl!hout notica. King Cowlty makN no
1'9')1'N4N'rtlltlonl or wwT"antlH,, •xpt"Me, or Implied, as to the
ac:o.racy, compMIINlNS. bmellnnl,, or ~ti to the UM ol
such lntonnatk>n. Kl~ COIMTfy lhal not be llable tor any
general, apecal, indirect. ncldental, or ~al
damages ndudlng, but not lnwted ID, loal re....nu.s or kl&t
proffts rellltl,..g from l\e UH or mlaUM cl U. lnfonnallon
contained on this map. Any MN rJ 1h11 map or lnfonnalkln
on ttit map la prohibited ucepc. t,y'Mftt.n permluk>n of Klng
Coun<y.
Plot date: Oct 12. 2007; \\ddos001\x01'Gls\av_dov\projocts\baso2.apr
®
King County
Department of Development
and Environmental Services
~00 O:ikf'sd,1lc Al'enue Southwest
Renton, \\'t\ 98055·1219
CJ;tES
MEMORANDUM
FROM: Site Investigator _ :B ET:H CJ-1 ESH I ER
TO: Engineer M A1?1L£QLLHB2. ( rD8:1)
RE: Field Check Observations
f DEfl-\ ..;
HFol-..;
Ii. L.A1J ./,/
N61L
(....WE:S j
Date I 2 ·77· 7
F'I £1.D l '1-· 2l::, · 7
I. PROJECT NUMilE
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Address; Location lJ1l(Ol]l_i:YC:~,e,;i;;!,l,,.~~~~r'-=--'-"-"-'''---"S...,E""----l.,_1_._0=-:_1l-.,__lwS"'-.!.T_
Related Project# / Name _fil_____,__L.....L-=~.s,~.,..._------·-----
Thomas Map Page (new)__{o_S__G_Q_(Q_Thomas Guide Page (old) _____ _
SYNOPSIS OF PROPOSAL
:':i1BDIY1DE O,Y25 ACJ2PS DE {2-18-111172__ 5 LOTS
(1 WfLEX KND Y Sf IDTS) A:ND Q,3Jl_A__d2.ES_
OF \2.-\B INTb \ .~(ER'601Jtl):1b ~£" 2-wrs,
_J_I)vi?)Jl'.3 LOT f\), )D 1-,Sf \ ms
MSIC.
L-H::DA'=-s-
f:t DW COND?PL
SIERRA FILE INFORMATION
Parcel#(s) 29230SC)0'2(o. cio2.s S-T-R SE 29 ·'2.3·0S
Kroll Map {oQ( E Ac1·es / Feet' _, 39/. 39 A ~urrent Zoning_~Q,..___--'-\ B,_.__ __ _
Community Plan 5005 Cf2.EEJ~<~----
Comprehensive Plan V h I Um
Limited Text Entry
PA GE i
4, SENSITIVE AREAS INFORMATION MAP FOLIO PAGE#
SlTECONTAINS SUE ~BUTS
YES NO YES NO COMMENTS
• Wetlands ___ [1) D D 121 \:'.t:ND SWALE e,z, ... '
Wetland# ____ Wetland Class ____ Drainage Basin --------
Sub Basin £,LAC~ f2j V f?i2. '.MS} N Critical Basin? [] ffiJ
• Streams ______ o D D D
Stream Class Stream Name ---------------
' IOO-year Floodplain _0 JZl ____ 0 0
, Erosion Hazard __ o 0 ----D 0
• Landslide Hazard _0 0 ____ 0 0
• Seismic Hazard ______ o 0 ____ Ci 121
, Coal Mine Hazard _____ o 0 ---D 0
• Other known SA's _o D _o D
Class I or 2 Stream or Class I Wetland within one mile downstream of project site? _YL.eE::.5....,__ __ _
FEMA FIRM number In FEMA Floodplain? [] liJ
Soils Mapped ' P,..,5 C Map# \Iv ER
Best available Topographical Map ___,G....,__._l~S"------'L.=-'-l .,..D"-A....,__,___,R.___ ____________ _
S, SITE DESCRIPTION MATCHES T.I.R. DESCRIPTION?
THE 2. PA-:ec.EL.S A Q E . E1'Ct\ cce 12.t-:hlI) ,Y , 39 keES Et'Cli.
A 13L..A WILL kQlvST IltE L..DTS ID ::IHS 'R2CA:SED
{oJnbVl2./s:DOI\). cueR\:Nit':-< THE N~TtteeN LDT f+:A:.::)
A Q\)~8<. A-ND 6'f2./1sSS w/Lfruk601?1tJb EU1D T:HE
:SO\Jlli?e-N LD, l-tAs A rtpus£ WITH 0u-s;/Llb:JOSCkfllN9
k'NO 3 S:1:8Q/Q15ffivlUDI\J6S ~ ~fuJ,vtfn_..S. A
cB ?1PE"s fLcws n?oM ::G::\E @st ( PiPto. D12.'r") />sblO
\tJ ::lit?;: PAST :6?oM 1t-1E NOIZ.-:n-t(u VE?et E-12 VI A C.ct l Q3SC6)
ID me=: co1::1,t'.JDW L-11Js-B~ 11-te::: J. PA:ecas N~
::Utt;;; eASJ: StQE. AT :IBE: WD.Ef:Cf 1)-\l'S PIPS IS
A 5k.1W D11U:\:/Sv-)p,,L,B 'Pio.D blh ~t ::ID 'THE 1:11 P
I '.B?oPoof ?01)..)"f A\)D f:\?'PEN2S"Tb 588P 11:::ITb 6igzytJD
~ SCrn-\ f>h,2,c8L. '10 'P~ ~ 0-)-n-\C-~
L,110-e. ::0:-tt:::: '.82ci2E321Y :Tu Sb@ IS WY A-ND 1, /wp@ri2,S
L .. l'l-\?\.}( <lli::A'f 11 tv1fil' BE, 'Pt~D.
PAGE 2
<I, EXISTING SITE FEATURES
Un,;apped Sensitive Areas: W r:11.Jsl) Ds 1?);"pj B LE 0\,, l ::?Pili P.N2GE1,S,
Soils types seen and evidence of soil movement, slides, slumps, erosion, or deposition: ------
Existing Utilities (hydrants, signs, poles, etc.) shown on site plan1':<E:.5, t'.1Q\}SC M'S> ts],J
,P'sffi(ilOl,) tu )Q . QaJ:'.:--W VJ:: :Sl:\MIJ
Wildlife and habitats: _ __..:ic...._ ______________________ _
Water Wells: N01'JE. ~
Work started on site? ___ rp_L_ ____________________ _
Closed depression >5000_feet21 l:!J µi'J Steep slopes? 5J fe'J ------------
7,· DRAINAGE
Drainage complaint records srr ~ Bts-cw.P~WIS
Proposal will add >SOOOh' of new impervious surface? [YJ
r2l',v\ \AJU4:, ,~ ' -z.-,. , lfil . Approximate Area ______ _
Proposal will collect and concentrate surface and storm water runoff from
an upland and site drainage area of over 5000 h'? Ir) lfil Approximate Area ______ _
. '
Upland Drainage Basin ( draining directly onto site): '31:bUlfiCJ\1.JI: Prv\aJ b!C: DF
w krzjZ. :fu:M)S D\.Jlu 5 rft :f12cV\ NE: WP x;;
On-site Drainage: $\JJ A Ll:C / CB c.vrs &.C£PS'S Sen?: :to WJD-1 kl PE
(c~YA~) ·.
Downstream Drainage (minimum 1/4 mile distance): Srt"E fu:;u.)S '11) SD\Jlt\.
~1he:~0 C:-\wd~~~~~z~~)
Till?-'.1?12:0PW.-.tr u110e-BE:i14lWK) :n±t; PA;ecf::L 50..JQ\
Cf-;-'j'D? fsWD '.TI±IZ ~ -~Sjj(}\ -Tu\~ CB/BPS
ge escription atches .I.R.1 ____________________ _
-Tl \2.. OklLY l's1)q?~ ru.wc::clill QX'fB -W~
PAGE. 3
B, EXISTING ROAD NETWORK
On'.site Roads---------------------
AdjacentRoads ,, SE 1,on1 :ST ALCt.Jb Noe.."11\ SJ'DE. -
D0Q') Q,-lD '.YQSI BP '2.SM Ptl: -61@~-WTJ.-?1'.
50-r Sf LDtS /\ND L-\ 5 \JW)T wum
CloseStT,a,uitStop" \OBTI:I 6\/2-St::: A-L.oNb W'EST S.\ DE
8, ESTIMATE OF PROJECT IMPACTS ON SOIL AND WATER
9, ADDITIONAL COMMENTS
• '.Poss1 BLE Ult?TL-ln,JO \ 1:1PkCT'S &5IH 'PA:ec81S.
0 A-@Ak 'DOWk~ B'.rTt/ NOT M!Wpg). h:OO®PA
H:'' Pt PB fJ?.a0 \::"AST fi..D..JJ'F, 100 &A-LE: -PD:tB'R-
'DoJJWST:(2.,1::?Atv\ 91 Pe-5 'fj2£)tv\ 8Tt:: 1-"l[SY ~l:ST.
~ IT IS UIJCL-\:ns;:Q, W 1--\-kr fW::M)S M/§y CoJYt:: PJ2etJ1
'tJ (}Q.,n,t CDfJDDS o l..ITT) $tJJ::; l F &JJY-1:1 tf>S '5}:\v, J. J
PIPE STILL CQHEs :f:BJM Ll00Pct-\?
PAGE 4
10 CONSTRUCTION SIGNS WITHIN SOO FEET AND ADJACENT USE
11 NUMBER OF PHOTOGRAPHS TAKEN
PA GE. S
Nurnber.:jAo7PP004
Status: jPENDING
Dille: h 2118/2007
Acldrlm: !10801 SE 170TH ST
APPI.JOOH: !DEFRANCESCO LEONARD
----
B1okjtop r .
· -Huse Screen Prcapps ; t?if'X 1
Description:
Parcel Number.
Se Address:
o-.
Appicant
Lot Size: ( 0
Percent Complete:
Legal: --------------------
Pul:k Owned: r
Related Pn!Appications;
PermitsB8*1ontm~ -----------
Applied: (12/18/2007
Fm Meeting: LI_/_
SecondMeeting: j_l_l_
Flllill Action: 119
Issued by.
DivisionLead:~----
DepositAmt
_. f.l I \ l:.' ~ ""...,,, "'• • • W!• • ~ • • • ., • • ,. '• •
, ' ' ' ' ' .
' '
Wednesday, Dec 19, 2007 09:51 AM
tQ King County
ODES Parcel Information Report
This report was generated: 10/12/2007 l 19:34 PM
Parcel Number: 2923059026
::::l Base Info
Parcel Number: 2923059026
Tax Payer: CRUZ ARIEL A+DIFRANCESCO LE
Property Name: N/A
Annexation: Benson Hill (Pending)
Jurisdiction: King County
Situs Address: 10801 SE 170TH ST
Zip Code: 98055 Postal City
a Reference Info
Plat Name: N/A
Plat Recording Date: N/A
Plat Lot: N/A
Plat Block: N/A
Kroll Page: 601
Thomas Brothers Page: 656
1/4-S-T-R: SE-29-23-5
Lot Area: 17,172 SqFt. (0.39 Acres)
3 Planning Info
Zoning: R-18
Comprehensive Land Use: uh, um
Assessor's Open Space: N/A
Commercial Use: N/A
Number of Units: N/A
The information Included In this report has been compiled by King County
staff from a variety or sources and is subject to change without notice.
King County makes no representations or warranties, express or Implied,
as to the accuracy, completeness, timeliness, or rights to the use of such
Information. King County shall not be liable for any general, special,
indirect, Incidental, or consequential damages Including, but not limited
to, lost revenues or lost profits resulting from the use or misuse of the
information contained in this report. Any sale of this report or information
on this :-eport is prohibited except by written permission of Kin9 County.
Appraised Land Value: 2005 -$124,000, 2006 -$124,000
Appraised Improvements Value: 2005 -$157,000, 2006 -$157,000
a Administrative District Info
Community Plan Area: Soos Creek
Unincorporated Area Council: N/A
School District: Renton School District 403 (403)
Fire District: King County Fire Protection District No. 40 (40)
Roads MPS Zone: 334 ($1,775)
Roads Transportation Concurrency Mitigation Zone: 784
Waterfront: No
Water System: WATER DISTRICT
Water Service Planning Area: N/A
Sewer System: PRIVATE
Airport Noise Remedy Program: N/A
Council District: 5 Julia Patterson
Drainage Basin: Black River: WRIA 9
Police Jurisdiction: King County
Police Precinct: 3
Police District: F3
Snowload Zone: Standard
Agricultural Production District: N
Forest Production District: N Page 1 of 2
Rural Forest Focus Area: N
Transfer Development Rights Type: N/A
Transfer Development Rights Status: N/A
Transfer Development Rights Permit Number: N/A
t"."J Inspection Area Info
Building Inspection Area: S-6
Clearing Inspection Area: Richelle Rose
Code Enforcement Inspection Area: Bill Turner
ESA Inspection Area: Kathy Newborn
Grading Inspection Area: Ramon Locsin
Land Use Inspection Area: Mike Meins
3 Sensitive/Critical Area Info
Sensitive Areas Notice(s) on Title:
None
Sensitive Historic Site:
None
Bald Eagle Data:
Bald Eagle Flag: N/A
Aquatic Areas Buffer: N
Basin Condition: Low
Flow Control Area: N/A
Water Quality: N/A
Critical Aquifer Recharge Area: None
Area of Potential Wetland Influence: N
Shoreline Management Master Program Designation: None
Page 2 of 2
t,i King County IIIE!mlll ammllll Ci44'1ii4M
Taxpayer
Tax Year 2007
Tax Status TAXABLE
Account Number
Levy Code
Taxable Value Reason
$.1t24t()OCt Taxable Lane! \/~I~~ < .
Comments #9¥114,M
292305902606
4250
NONE OR
UNKNOWN
• ,$1t~,(!!!O J>;pp~/tiellt::~dvallje
•APpr'liiiJ~··ri'l¥pt<ivement
Value ··· · • $157,000 Taxable lmprovem;int Valu.e · $1.117,0i)O
Taxpayer
Tax Year
CRUZ ARIEL -~\:i~~!iJ~~t
A+DIFRANCESCO LE Account Number
2008 Levy Code
Taxable Value Reason
292305902606
4250
NONE OR
UNKNOWN Tax Status TAXABLE
/\pprais~<:I Lan<:l;Value ·
~flP.r.lis!icl·.•tl'Jlprovement
Value·
$140,0i)O Taxable Lanq.\7.ilµ.e. . . $:~..fo)gQO
$190,00:0 Taxable lmp(~¥e~enlV~m~{; J~~oli990
Assessor Property Sales Records:
Tip: Use the .Recorders Office: E~is.itJax Affidavits Report
to see more sales records details
Sale Date
Seller Name
Buyer Name
Sale Date
Seller Name
Buyer Name
Sale Date
Seller Name
Buyer Name
Sale Oate
Seller Name
Buyer Name
District Name
Property Name
5/21/2007 Sale Price $435,000
MAEHREN MARCIA L
CRUZ ARIEL A+DIFRANCESCO LEONARD C
5/20/2005 .•...•........
MAEHREN MARCIA L
MAEHREN MARCIA 2002 TRUST THE
2/1/2002
CARPENEDO MARCIA L
MAEHREN MARCIA L
6/23/1992
CARPENEDO JULIUS A+MARCIA L
CARPENEDO JULIUS A+MARCIA L
Assessor Parcel Records:
KING COUNTY
Property RESIDENTIAL
Type
Page I of3
Plat Name
Plat Block
Plat Lot
Lot Area 17,172 SqFt (0.39 acres)
Section/Township/Range SE 29 23 5
Present
Use Duplex
VV!lter .· .. • WAi'!!l:.ij"' i;;jt~hr :l!)l~J'Rle,t
~tii~JltI f~,iiiJ~'ii'~l{ Sy~tl:!nf • · ,. · ·.:;•c< ,;;f .,
Access. P~SI..IC: .
~~;~ L~~vijlli~:i
Assessor Legal Description Records:
Legal
Description W 254 FT OF N 81 FT OF S 1972 FT OF SE 1/4 LESS CO RD
Assessor Residential Building Records:
Address
Building Grade
Condition
10801 SE 170TH ST 98055
Year Built
Year Renovated
Total Living SqFt
1st Floor SqFt
Half Floor Sq Ft
2nd Floor Sq Ft
Upper Floor Sq Ft
Total Basement SqFt
Total Finished Basement
SqFt
Finished Basement Grade
Daylight Basement
Heat System
Heat Source
Average
Average
1981
0
2480
1180
0
1300
0
0
0
1~;~ijiJ~1[
Bedrooms
Baths
1/2 Baths
3/4 Baths
Stories
Single
Multi Story
Basement
Attached
NONE OR
UNKNOWN Open
Forced Air
Electricity Percent
This report was generated: 10/12/2007 1 :20:38 PM
Related on-line reports:
King County GIS: Property information FAQ
King County Assessor: Submit a request to correct this information
• DOES: Permit Applications Report
. -" ,,,. ·---··
· King County: Districts and Development Conditions Report
f King County Assessor: eReal Property Report (PDF format requires Acrobat)
... -·· ""·-· ·--··-..
i)<ing County Assessor: Quarter Section Ma[! Report (PDF format requires
:Acrobat)
King County Treasury Operations: Property Tax Information
Page 2 of 3
------------------------
®
KING COUNTY
OEPAj\TMENT of ASSESSMENTS
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0300
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326115
HERON GLEN CON.:ao
PH." \/OL.119177-70
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1r112 SF.
16960 SF
9028 95
12110 SF
69356 SF
11895 SF
t, 6 0
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38193 SF
9031
DRAINAGE RELEASE COVENANT
,.,
This agreement made this ,,/___ day of --,(7""~""". · .... · 1·,.:..· ----• HJ2.J._,
Mr, & Mrs. Julius Carpencdo hereinafter cal led the
GRANTOR, and KING COUNTY, a polltlcnl subdivision of tho state of
Wash l ngton, here I naf ter ca I led the GRANTEE, and whereas GRAN'fOR
represents and warrants that It Is the owner In fee of that certain
parcel of land, descr I bed as follows:
.i..o-f /3Loe-k eoclg S'Ec. t,.,,F n..a.
a.1..;i.3:-os 9 o:J...(p ,//.).f,O :). '1 :J. "$ oS
w ;J.,5 L/ ;::-;-a F ti ?I pf cf'
s (9Zh f·t o5== Sfi-l/,f tc:s., Co @.D
sf
and whereas the GRANTEE Is presehtly reviewing a drainage plan for
a proposed ~jnglc !'nm~lv SHbdlvisionPermlt for the project known as
on lands Iodated at 108.'iO SE 170th Street, Rentou I WA 98055
and Whereas said plan proposes to divert from their natural course
of flow certal n surface nnd storm waters so i,,s to cause them to
flow (onto) (,_away-:'"fr"om) the lands of GRANTOR, now. therefore, In
consideration of the approval of GRANTEg of diversion In said plan
and other valuable consideration, receipt of which Js hereby
acknow I edged, the GRANTOR hereby agrees !ll')d consents to the d I v·er-
s I on of surface l.\nd storm waters (onto) (~way_:~ Its lands·and
to hold GRANTEE harmless for any damage. that may be caused by such
d Ivers ton of fr ow and tr, Is conveyance sha I r be a covenant runn l ng
·w I th the I and and sha I I be b Ind r ng upon GRANTOR and I ts he I rs,
successors and assigns forever.
1 of 2 1/90
•
IN WlTNt::SS THEREOF, the p11rt1es hereto have hereunto set their
hands:
GRANTOR
STATE OF WASHINGiON)
COUNTY OF KING )ss
On this day personally appeared before me:
Julius A Carpenedo & Msrtla>Carpenedo ~~~~~~~~~~~~~~~~~~~~~~~~~~~~-• to me known to
~e the lndlvldual(s) described In and who exeoutcd the within And
foregoing Instrument and acknowledged that they signed the same a3
the Ir free and vo I untary v.ct and deed, for the uses and purposes .,
therein stated.
Given under my hand and offlclnl seal this day of
, 19~. ------------J:in\\nry
, . . , . . ( V \/) \.-··, ·\, 11 i.. -h.1 I ',2 _...__.~, ,. ,
NOTARY PUBLIC In and'for\.th Stat
of Washington, residing nt
l\edd1pg GA
/
2 of 2 l/
'x)
•
DRAINAGE ~ELEASE COVENANT
ihls agreement made this__.[$"--~
James & Jan~lle Loronger
dny of _ _._[12.b-"--_· --+---. 1 94 ,z.. •
here~er Ci:llled tho
GRANTOR, and KING COUNTY, a polltlcal subdivision of the State of
Wash I ngton, here I nll..f ter en I I ed the GRANTEE, and whereas GRANTOR
represents and warrants that It Is the owner In fee of that certain
parcel of land, described as fol lows:
"'Sll,-1..4-1-3 ~or-
o F f:. 1,.1,)-f K
TM Lo1' .ti: qo U"
eF (J.J 2-r:,f fT
r..J fo lfT (:)fj' S t 811 ,:7
or r;e (t/ ?@s: Sr-
and whereas the GAANrEE Is presently reviewing a drainage Pinn for
a proposed $L11gla Pnmily Sul,rllvlHlo~permlt For the proJect known as
MEADOW GLEN , permit no. applied for ---=-==-::.._..::.::=:.._ ___________ _
on lands located at 10850 SR 170th Street, Renton, WA 98055
and whereas saJd plan proposes to divert from their natural course
of flow certal n surface and storm waters so as to cause them to
flow (onto) (~ the lands of GRANTOR, now, therefore, In
consideration of the approval of GRANTEE of diversion In said plan
and other valuable consideration, receipt of which rs hereby
o.cknawledged, the GRANTOR hereby o.grees o.nd consents to the diver-
sion of surface and storm waters (onto) ~·-~ Its lands and
to hold GRANTEE harmles!l for any damage.that may be caused by such
diversion of flow and this conveyance shal I be n covenant running
with the land and shal I be binding upon GRANTOR and Its heirs,
successors and assigns forever.
1 or 2 1/90
1i I
•
IN WITNESS THEREOF, the parties hereto have hereunto set their
hands:
VGA~R4'1 4 ~ -J.~
~ffow{if. . Y/)cti~
STATE OF WASHINGTON)
COUNTY OF K. I NG . ) ss
On this dny personal IY appeared before me:
·7' to me k.nown to
l~
I nd I v Id~! ( S) described In and who executed the within and
foregoing Instrument and acknowledged that they signed the same as
the Ir free nnd vo I un tary t1ct and deed, for the uses and purposes
·'
thel"eln stated.
Given under my hand and official seal this
" ..
~~,t,C:..
e State
/
2 of 2
•
DRAINAGE ~ELEASE COVENANT
This agreement made this
Rick & Sydney Niemi
day of
hereinafter cal led the
GRANTOR, and KING COUNTY, a POI ltlcal subdivision of the state of
Washington, herelna.fter cal led the GRANTEE, and whereas GRANTOR
represents and warrants that It Is the owner In fee of that certain
parcel of tnnd, described as follows:
17Q?2 108tb Street SF, Youttl'J, IH 96(15',
.. SIR -71:l.-z.3 .. ~-""':(_.....,74:zX,'-'-'-'le~I--;Jf.-.'-----'qJ""'"a..,,_S-:Z..=-------N .......... 7.::...f._S'....,f_,_T_o...._f __ _
rs:-i pr 19P w 31{· fT of tJ 1(,. ef sw t/11 of'
.,
and whereas the GRANTEE Is presently reviewing a drainage plnn for
a proposed S1nyle Eamily g,,h,;l-JvisionPermlt for the project known as
______ .;..M:.:E;.;A.:.:D;..0;;..W"'-.::G.::Lc::E:.:.N:...... _________ , perm I t no . "p p 1 i e d for
on ln.nds located at 10817 SE 170th Stroot, Ren~on, WA 98055
and whereas said plan proposes to divert from their natural course
of fl ow cer ta In :!lur face and storm .wn ters so as to cause them to
flow (onto) (iiway-~ the lands of GRANTOR, now, therefore, In
consideration of the approval of GRANTEE of diversion !n said plan
and other vatunble consideration, receipt of which ,Is hereby
acknowledged, the GRANTOR hereby agrees and consents to the ~lver-
~a_y fr~ l ts I ands and
to hold GRANTEE harmless for any damnge that may be caused by such
slon Of surface and storm waters (onto)
d Ivers I on of f I ow and t11 I~ conveyance sha l I be a covenant runn Ing
w Ith the J 11nd and sha I I be b Ind Ing ur)on GRANTOR and I ts he I rs,
successors and assigns forever.
1 of 2 1/SO
' ..
IN WITNESS THEREOf', the parties hereto have hereunto set their
hands:
Gl~ANTOR
G~~
STATE OF WASHINGTON)
COUNTY OF KING )55
On this day personally appeared before me:
__,_f<,.,_(,._,'.::..;;;..:.>1...,-1..,e.._.J.,,__.,f..:...-'S:::C'_,_1..,,d-=I\,:..; "".cc-,a,_:;f-1 _-S,,__....,&'""1
_,_,_.,·<!'."""-.,_n-r-=-1._· _____ • to me known to
be the lndlvldual(s) described In and who executed the within and
. forego 1 ng 1 nstrument and acl<now I edged that they s I onod the same as
~
the Ir free and vo I un,_tnry act and deed, for the uses o.nd purposes
therein att\ted.
.....
' ... ·. . --...
. -' . :
Given under my hand and official seal this day of
•,
-.
19 ,;,~
NOTRY?UBLIC In and for the ~ate
of Washington, residing at ~~~
' : ~-.~?:::: .. ~:.:/ ...................
2 of 2
I I, •
DRAINAGE RELEASE COVENANT
This agreement made this
Mr, & Mrs, RoberL Lyon
!3-nl day of _ ... 1:1....,,A:....:.:.:E:=C;_;.H'-----' 1s.9J2..,
herelnnft:er ca I led the
GRANTOR, and KING COUNTY, a polltlcal subdivision of the State of
Washington, herelna..fter cal led the GRANTEE, and whereas GRANTOR
represents nnd warrants that It Is the owner In fco of that cortaln
parcel of land, described as follows:
10817 Sil 170th Street, lienLon WA 980SS
$TR ~ '2fl ~ ,z. "?-o s--TA10lo1 1'i" q I~'/ f;:. 135"'" FT 6J'r "1
/(pl fl of 16/ 2>8"1 r-r Qf s 1q7z. er ot:
$ 1/~ L-e.~s e. 80 f[ or tJ ff PT %5 e: 912 F'f'
·'
and whereas the GRANTEE Is presently reviewing a drainage plan for
a proposed SINGLE 1"AM1LY Sl/BDIVISIONpcrmlt for the proJect known as
on lands located at 1Q8';0 SE l 7Qtb Street·, Hcotao, WA 98055
and whereas said plan proposes to divert from their natural course
of ft ow certa In surf ace and storm waters so as to cause them to
flow (onto) €ay fr~ the lands of GRANTOR, now, therefore, In
consideration of the approval of GRANTEE of diversion In said plan
and other valuable consideration, receipt of Which ~s hereby
acknowledged, the GRANTOR hereby agrees aryd consents to the diver-
sion of surface and storm wi,.ters (onto) c:§ fr~ I ts lands and
to hold GRANTEE harmless for any damage. that mny be caused by such
diversion of flow and this conveyance shal I be a covenant running
·with the land and shal I be binding upon GRANTOR and Its heirs,
successors and assigns forever.
1 nr 2 1/90
• •
IN WITNESS THEREOF, the part I es hereto have hereunto set the Ir
hands:
' GRANTOR
StATE OF WASI-IINQiON)
COUNiY OF KING )ss
On this dny personally appeared before me:
.... L ... 1 o-lld'4.Jec.i..-..::b .......... l ....,9f-."o .... t,,,.,,,_f__._fr.i.LIJ..Y(t] .... _,_-&.,.,~ ........ f ...... ±-lB"'-'.-..Jl'-'"'1l /, ..... (..,,_)-'-'rv __ • to me kno.wn to
be the lndlvtduat{sJ described In and who executed the within nnd
foregoing Instrument and acknowledged that they signed the same ns
the Ir free nnd vo I unto.ry act nnd deed, for the uses and purposes .,
therein state(!.
Given under my hand nnd official seal this l (2 i-1-dny Of
momh
State
___________ .. __ .;__ __ _
2 of 2
..
•• ··-:.·"'···,·."' ·. , ...
... . ·~ .
. ~ .. · :· .. • I .. '. /
....
..... ·'.:::NI
~' =·.,-,,. '·•·"'
LEGAL 0£~€RIPTJG~ -----------·"":·:-.-.. ~~;-.f-.. .-.. -:-·
Tl£ UST 335.0D FE[l'·6f THE VEST' 385.00 f["(T IJF·THE SOlJTH.-.bNE HALF ilf
THE NDIHH ONE HALF Df TH[ NDRTHll(ST ON[ ,OCJAIH[f. ·or THE SHU THE AST ON[.
OUl'IRTER Of" SECTION 29. TDVNSHI~ .. ~3-NOR!tl. RANG~-5 [AST~ THE 11.H:~·
~~~[~~f~~J~15~R: rn~ ~8i~~11(~~~ 06~c~i~~D s~ITF 1 ONE B~ur;~T~r
NORTH ONE HALF Of THE NlllHHIIEST ONE QUARTER Of -~/:IE SOUTHEMT ONE ~~~l~\:~ xr~~Agl~[~~~~ lr~[Jg~\~tn8~~~~ }IJ~~AlF Df THE
MJRTH DNE HALF OF THE: NIJRTHIIEST ONE QUARTER Of THE m'tl;("J-j[/1,ST ONE • ,
OUAIU[R. A DISTIUICE Of 355.00 FEET: THfJiC[ SOUTH PARALlJ~:L::V.f.lH·'fHE
E,O,ST LINC Df" SAID JOHN F BENSllt-/ l'!IJAll. 82.00 FEE:T:
THEtfCE \/EST Pl'IRALL(L ll!Tft S ... ID NORTH LIN( OF s ... rn NIJRTH(V[ST DNE:
01..1,\RTER or THE S0UTH£A.!:T DJ.[ QUARTER Df" SAJD S[Cl!Di'I. J'55.00 FE(T
TD THC E ... ST L !ME or s ... ID JOHN f". IIENSON RD ... D:
THCMC[ NORTH, ALD"IG S/1110 El'IST LINE or SAID ROAD. e2.oo f"[ET TO l11E
PLACE DF BEGINNING,
ALSU EXCEPTING THE wun1 36 f"EET THEREOF" AS DEEDED TD KING COUNTY
f"OR S,E. 110TH. ST. PER OEEO RECClROED UNDER KING COUNTY RCCClRDTNG
NO. 9JD9IE.01H
At)[f:'_DMENT _f.Q~-~-f-:!f!_g: ___ i_
The und"r ti gned Dec I oron r hereby _e.k·~·~·~:;·-.:i _1h i • o.,endmen I
ro the Sur,ey Map ood Plans for_._-.f'·hau, 2 of "i-feR-0~ GLEN
condo111,n,uo, creoled "nder Co,,:d.ominium Declaroli~_.,i-. recorded
under King Coun1y Recorder· .. /-No 940~?l6·5.s!). and rh~·: Sur•ey
Mop and Plan, (iled ,ndQ<:-···King Coun_i; Recar\~er • No.';··
,n ord.,., 1_.,{~''"'re 2_~-==~·n;r, jn_/j,ho,~ 2 ~/ rhn
f<efere.i·;., , , ,.,,d_e.··:·,o A111•nd111{n1 Na. ~ lo th•
940/260590
Ca11do1D in; u"'.
o.,,.f,:ir<1tian r•cor,<t";;d le>9ethe;i:-h.,re•irh::~nd•r l<in,~(Cou"..~7,.
:: .-: . .·• ,-··
Recorde,·s No. fY/;ii'/,YC/'"*· ,,•·W., further'·'ce_':l·ify rhot
o/1 1fructurgl ce>~,i'QP~Dt• <>nd mechonicaJ •.,'•:~,.r,,_/:of all
buildings con1ainin,;·~:/.;~.Jf?Ptis,n9 any,.r/~·i'1i b·-io·,.by er._&-~t•d
.. , .. · .. , .. -· ,-· ..
<1re sub,tanli<1lly co111plered
By.
AOO<M.flX>O<TS
STATE CF VASHJN'.iro,J )
I SS
CD.tJTY Cr l(IN'.;
Ths IS io certify that en h _5-_ cby of ~--· 199..tf: befare .-.e.
the lld!r~d a N::itary Pl.bit. pe-scn:i!ly oppe~d -~, .... ,.._
knoM"I by ~ t(l be the -------------of' the ----_ that e:><4!cute:d
the: f"cregohg .hstrU',mt ard ackowt,t:ged SQ,d ns~t t(l blli: 1ht free. and
voll.n1'W"y act ond deed of said ~ tor the tJSes ond ~s tt>er-ui
l'll!fl~d and a, cxn:h sto~ that --------------11'!1.5 authJnz1!d to
exeo:n1! 1he mid hstnllent on beh:i!f of said ~rst-,p.
V1Tl'£SS r,y ~ and offbll n;al ~to a~f 1tie. cby and ye.ar frst
obm"""'" /1.. A I .C.. ·
---~ ..&,liill.l._ ______________ _
Notary F\bllc r, ard far th!! StrJte of ll=hr.gtai,
~ at Act«««cJJcll_ __________ _
HERON GLEN
A CONDOMINIUM
t-lill/4.S£V4.sn: ~ T i::l N R 5 E. V.11.
KlNG [OUNTY. I.IASHINGTDN
(PHASES i 8 21
• =.-... ~.::':.·
Lf-Nll .Mi~o..-S a4;,JCATE AND ~-j·fAT![},/ -----__ :,: __ -------. :·· ----------.:· -_,.,~ ..
1 h~y ceruf"y ~i JNs Su-v~y°~~Df _._,liERON G.[-£N, l'HJ,SE' l.
.... :_..:;::: ;r~~ ~~ ::i1::: zci:~i:.:~-=~-<Ind.
that I ho.'-'Jl·"futy caopl~.i lltth 1he_,~vlslons ~_f ·R:1' .S,t 34 232. and
::~=:~:t:~~tely ~u the .• !~~-:-~ cn~.or-~
.(/7 ... / .; ,/ "•"' '' .~~,,,.:.._4-==-····-·
Rod"ley G. li:msen ·~·-L S. · f ··' --~~ ~/ ~
Certfflcate. N.rtier 2£~4
STATE IF VASHil'Ki"Trn J
] ss.
C[UITY IT KIN:i
~ """
-~y G. Hansm. bd'g frst cri on aolh d.i!y sworn sta~ that he IS the
R~d Lond S~ycr sg-t,g die obove ce-rt!Ac:alt that he has e)<Ql"a'led
lh=e f!':lns and So.rvey ~ and b.rlleve!. the cert:lft.:ak to be; a true
sta,e.~
.~.~.;/~--·-··
Regstcreq'lund Str~yor
:_._;_~ S. 21~?
··==:i.:··
11'1~<{
4=-~'-''";:~ M -;e~?t;;,;:~~J9:~,¥
~-Ptt>lfc. fl '9fl for /;/ia.te of ~t~:·:
-" ._JY,J,J.i;J.1'. ...... -'-··--·,"-
VERTICAL. ~lU-1
[t~vat1ons sh<1wn hereon refer to K.C.A.S. dot-~~:
Site bench nark IS the n<1rth r1n of the nonuru:nt -~al:'e
located at the lnhr-sectron of S.E 170th. St and 109th.
P!oce S.E. Etevat•o" • ~ZJ.97 reel.
~TYUJ:Arn:N ------------
_Jp.fP...":f: ___ S.f. l?Oth St. Renton. IJA.
1 1 99
Sl.RVfY /11\ P ACCURACY
Thls condon1n1un Survey Is based upon <1 boundary surve.y perf<1rned
under~ direction betwee.n August CO. 1993 and Narch 3J. 1994.
Bu1!d_.~h·g -~~/~, tocat1ons and outside d1nen5fons displayed on th"
sur;{~:!'la~_./fre w1thJn +-0.1' of their true value
Pltti=DINENSI0-. rici.RN:'r' -.---------------------
.~tz,,.,tal -~-vertk:al, hnn->ns d~l!'i~ye.d ~--'the. plans_.!a~refl are +-01 fe,::t of !her trw.: v<:ilUE:
1j-_~ oonoo~j-"-ch,.,;ons of the ~r=~r:·~ .. to ~~·'f)--;sne:d s1.r'f'oce!;" of tnc floor, wt:ills and
ce(~s .-~~-~·doors ~i"rot ~d
P.i'PRIJv'ALS
(:,:ort,ro and ~Yed this _ _j_,) -cby of£>~~. J9#.
0CPMT1'ENT CF ASSESst,ulTS
£'.,r.o rr. / ,.JJ.., "'" ----~------1:::::::l...~~ ----KING COUNTY ASSESSOR '4~-DEPUTY KING COUNTY ASSESSOR
Rfc:mDlH:i CERTIFICATE 9 'Y / ..;i / y' o / &. :S
-~·'.··;_.~~·;~-·Re~ at t'<':q._,e:st of .S-pr~O~s._,i_i:U.u.1, __ 1hs L.£._:!
..•. _ocy oF ~-;'-~: ~r ~ l'll"Ute5 post t.:.La.._ cmd rE:cordl!!d .,
~ ,t:,;,,.L_· of ~: pages 11..=f!RL_ . Records af KI ng County.
-,~ ' , .---·--·<'~~,-. a~-, -~tTR£a:RDS
· fREPARfi> Bi; -: .. _,. ._. ·.,~ HAHS!H-,g(JRVEY J HG _
2500 TALBOT CREST b~. S
Rl"~-ON;.·.!t 98055 :-:· .-::-,:-.-
R~~~~ :~~fJJFoN
.JEL .. ?35-84/0
SHEE'( 1 OF 3
.~ij)0
{11\:".)
r-£•=' AX{D/l"JO'Jo[D nR1111'l1'1L~
WO 5·Zb·9t lf'l
JV:IJl!:lto rtn Kc m.vn:u conl'lU11:.
01/00/"I~ (l\,5 ~-k'.l·9~Lfl_
,a MU c-rnn 1 affl111UllflOl1
~
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NR•U.0:"!tl" ~~
111Vo·«>. ~ Z' ',-...... ...
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lfl'l'~·e) • 41~ J4 !JM-:;o
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&A 0•:0,r.l'.!"M:.flT (I001ll ovr:.}
i 'I ~,1 '{
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cti•u (TYIT.I·AO'I)
I\IJ'1•4f'l.7
1nv~·~,->. 415.:i?.
IIW""'"ll"'~i·All.t.t.
~MITNf'OI\ c.onnnu1ma1
.,,,
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" I I
curie aITT> rm KIMQ COUrrrY
l'IOAO Nll"1l£11\re OOUIL •n
I ffCI t•t5,?>0'lUT
c.o•1(Trrtl) -
NM•41t. l..b 1111:.._,•4ltM \· ~ ~ \ ~
!f ~Q. O• t.l &GIii l'O..LL'O cf1t/NG Gl.lN fffE [ (X"1 ~ ~TOl'ol'l calMCCTklll ro orr
'""' \ 'olTI: ~~TCI'\ r ::tr:on•1 ,'5Httrc ti Q -.:i
/ l'Ol'la,o:):'.)-~M ''l> / ""' ""'
B
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1111'1-4Jr...9
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l"l'~·toJ ,Jo:, '.,9
llf'c,0,1 .!OCJ'1
\ ·,,
·...._~~ Cb
l'ill'l·411,11
111V .. '")·dl.l I,~
m.,·,~1·41.1.~
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'I;
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~TQ. ~• tl,4 9?> · rt!D C.U/\b, CJ./ITTl'I
j~IXJ.IQLJ(.I~ ! DATUl'I, K C..A.':.
SCALE: !'• 30'
I LEGEND
0 \J.l'I t'X. IJDTUI ,r;rt/'i . '" Cl ifl'l HYanAITT
"J ~u rJ..m.tl'l l'OI!.
o1C[ U. Tfiln«lll'. IUIMHOL(
olC[ !X. mrrHOOf l'll5UI
O. IJllJ"Cn Vfl.~l!i
-------~!f..!;.' ccoc
&A.t,•t>t, t 'LITT ':!•o.oi'-rr-
---:>--D.. :50!11Tll!W rlMW i J'll'.linunc.
-----<:--a. cnrut:ii:f,m I :>r®ll.U1t
c.r,"9 (cur.c:i1nm)
n1M•4l,OO
mv,..·411.00
oorc cri• 1. b, 9. i Ill ror:t 115rtll.LID wr.ow:o cu~.
l'I\Ol'lf i C,N1rt: l't'.l'o Kirt, COOIITY r.ot:ID
&AMOOl'ffi ~IIIJIIKj "'~
--nn1 ctm:HDW-llrt I ~nr:
~ MCU ct.N,c.lJITTJ\ t 'i>IIXllllLJ(.
RELOCATION NOTES
G) l"lLocmI a. l'DIJ[p, l'Ol.t re oco;, er ~IJOlK
@ flt:LIXmE U flRE HYDMt!T ro OOCK or 51DEWOLK
crrrrtl'tNl',Q!l"·IY·llllf1 --· rrr«Cl'll'YLll1f Of'K)bl!IQVC.5.!. ~
I I
i---
~~Tll. !>•e4.<r.i ·t:nDQJr'IO, (;UITTI',
l'M"mll' unr--1 i ~a::IJAlK ll'lrflMl'IEnl!>
I r "''"""' IOO' m'iJJall CltiVt.
425
420
4\5
410
I j
j j
,~1 ••
·_=,-.. , !§~)J ~,iu
I
0""00
tx.Ql(IOC•~.'!ll!XIY M:O 1
ci.natrfa'IHlllOICllf' =
=--t1:0Aloo -------·-' .
I
1 ""00
(EAST)
'1,0Wl','f.CIOC -s;o:-~
)~ '> ~rr,._~ ~ § ~~
~ d i<'i
I
2-+00
(EAST)
. ·-1
~!fit ~ a'>DIX.• TOI' I ii ~! ~-\_L ... L.·.·.:~b~'/'
425
410 ~ ~-•00 ~C>. -
.. T"""'"""'
~.c ~ ci ..n,
~~;~
,:'.,?IJ' 13"CI:¢.
':!•_OJ)~~}
I
3-+00
(EAST)
c
~,~_2,':J . ·~ "' ;;;,. q.F·•;.
75-8 ~g.
I
4-+00
(EAST)
ill)Lf ie·o:n:
fJ·0.015)
-41S
410
KING COUNTY 0.0.E.Sj
COMMEAC!At.,J RES10$r,mAL
SITE· D€VEl0fMENT APPROVAi.; ~ PMJECTNAU~?a
!3$IT& . ' ~-;
CilTE~s-r.._ , tu . , ~~~~.;~
o~~,~~,-
o~~
--+ >I
I
' ______ ! __
REVIS!ON
~ ~ :,;
"' > i-. .. ~
:,;"' -= .. ~
!::~ .,_
,l,_o5 ... oS!J
~ ~ ;
g ~ • 11 it • .. 8~ ; .~ ; ~ l: :e ~ •• fi ! ~~
CJ, ' E--< ' z I i "' :. e
E--< ~ • • ~ ii,• ~ p! ~
z .. i "' g! a .., l"" " : :l~,o: ! ~ ji!3-z g;..; I ;2 o_.~
••0 al ~ iHj ' -
91-81
~..a
"' ~
11-1B•ltt .~
Z-111'-H
"'"'Et1' P>£ ... SOON
<f;@
~ PACIFIC ENGINEERING DESIGN INC. = = = CIVIL ENGINEERING AND
PLANNING CONSULTANTS
ntl./1';)[[) rtn Kirt:. en. nt'Jl[ld O U
C.l'.l'll'IUIT!i 01/00r.1!> Ot..';I,
t·IO-'l!l\!l.
C'llO~SO? Ii II
~ .
71.. /""~" a,•14(Til'fI)\IIYH ~DfL•~c~tn
et>·Z.(T'l'rf.1I·'54"t)
1,lllll ~ID I.OCKllk. LID
NM•olt.l.!I
IW,..•• 4!b.O'I
'. ~D COlltn Nl'l·n.t.o ~ nv~-·4?..L'\I
er,• • ~·'· , .. ,,' • " ',, ' •,.,
,,,,:'.~i) . •. -b'
~MUC·4)
' ' .
.... ;
/ 1· i
.~:. ,. " /fr
+ '""""" = . ~-_ _:_-__ (m'~--W:OTl·!I.=.; ---~s
Ii-:-,." nt TQITT.mt{rtr)
I
FF .. 414.5
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SHCH R£v,,s,(>N
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= = = PACIFIC ENGINEERING DESIGN· INC. = = = CIVIL ENGINEERING AND
PLANNING CONSULTANTS
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SHEET INDEX
c, ,,.,...,.,.,..IJ1IUTICS ........
CZ .. _._, ........ AH ........
C > n.oru.lfl' UOS-DoMnlot. O'UII
C • °""'-SITT.O.....,\<UIONn.UOtl .. AV<E.S.U
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LEGAL DESCRIPTION
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LEGEND
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KING COUNTY D.0.E.s.
COMMEIICIAl.1 A!SlDENnAt. S1TE~--IIAWECTN11~,· ---c.:m .... ~-= 4-tr ll o~,._,l'AMIIIQffllLI
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ctnTUILINt
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2-10-93
s.;:.rn -"""""'"'
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llEVJS!ON ~ ll
= PACIFIC ENGINEERING 0ES1GNINC.
'5'(?tf2; AJ c; C l6f\J APT s
= = = CIVIL ENGINEERING AND
PLANNING CONSULTANTS
THRESHOLD 1
A POff770N OF n-fE N.W 1/4 OF THE SE. 1/4 SECTION 29,
TOWNSH/1" 23 NORTH, RANGE 5 EAST, WM, KING COIINTY, WASHINGTON.
F,lod far record at thr~yeol of t~';j:~;~~ ci..mt/·i:~i lhls :LL_ <Joy or
Q? ,CJ RC H . HJ,.f:,11 ol ~:ml-iuleo ~ol°1' l'l.m., and nco,dod in V<>l.irne
_l~ol Plols, P<>ge{•J J..-, r•drd• ol Kir>g Ccunly, Wa•hlng!on
DI\/ISION CF RECOJ!cis . .ANO ELEC1i6a1s •
.J,,,.,e
Monogor
LANr/ ;;; ~ivits cainncA TE: . .. ··,···-·
····::. ····:;-· ,.
····::1_!?9!,,.
K,.og County A1Hnor
Accoonl Number Z<\i~o, · 1<>7~::· • '-'~;v. •:•_,, .•.
KING COUNTY COUNCIL: ·,,,;''\,.,,.,.
[xom,nod and opp,oved th;?~ doy of ·::~ [1s;l3
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(!;!~'!.<i£ u/l~~~~'!r~~f!-ftf't1-ir/k~ ... ~0Linquonl •P•~al
a11eaoma~t, cvllli'ed to ·lh11 <>fflco fb~,oolloctlon an<t',:lhal oil apin:'lal aHnommonl~
oorlif,ad lo lhil . .W11co tor 'C~(aotl<>n on •'0i:i1 ot lhe pro~ly '1erein ,xmlainod, dodl¢a!•d
a, ~tree;,, ollo)"(._.ot for ""Y oll).or public'• un, "'" paid in\fuli. Thi,~ day of
•.. -·'·-··-·.' \9,;J_. ..... /. .
FINANCE Dl\1SION
: /~;,;;:-·~::·.
i.fono9..,.; '"'°"C" Divi,ion
D '-.~• : • ;" ,i<
co11ENAN T:S.: .
. :'AL~ LciT!i;.)'Oll111N rttlS PLAT AR&'·'suaJECT TO TttE CO\IENANTS RECORDED TttL..I..L_ DAY Of
'.' ctr tee.:·. ,~:.IJ!"DER.f!kCORDl"G NUIJ8ERS'.Jo?2!/l+l'R[C0RDS or
':,l:',l~G CO\JNTY: WASHIN~.: · •
·· ..
DAf!A I S9U'Otoi\ ~$(.166$-1 SHEET f OF 5
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HEROlV G !,EN
A CONDOMINIUM
NII l/4. ~[ l/4 . .'ilf 29 T 2.3 N R 5 E \J. t1
KING COUNTY, IJA>HlNGTON
(PHASlS 1 a 21
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'OF CALC. FROM PLAT MOt,IS I FND TK IN LD IN ROCK o.2o·s. & o.os·E. ~l °' "" '"°" "" ""
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CALC". FRQr,j ~LAT !,IONS W · ·• __ ---
12 0
I . -30.
0 30 50·
BASIS OF BEARINGS IS
THE f'Lr.T OF THRESHOLD
RECORDEC IN VOL. I 64
PG$ 8 -I J. RECORDS or KING CO\JNT'i.
THIS SURVEY IS BASED
UPON THE SECTION BREAK·
DOWN AND MONUMENTS OF
SAID PLI\T.
SITE AREA 61. 516 S. t
I 55 ACRES
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IN-
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SEC '9·23·5.
~N. IN CA5E PER nAT
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LEGENC·
m -STORM DRAIN
5S • SANITARY SE'WER
Ill • WATER L lNE
o -FI RE HYDRANT
• -C-",TCM BA$ IN
0 MANHOLE
0 UTILITY POLE.
II l I GtlT POLE e • FND. MOJ,1. IN CASE
• • FNO. PROP. COR. AS J,IOTE:D
00 • PO\lil£R VAULT/HIANSFORM£R
HC" • HANOICA~ PARl\lNG STALL
f~ON IN CA~f.
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:· .J;t; ··:f.~, f:li :: i')IOTITH MO"tl•.l~ CASE
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WN. 1N-:CA5[ ELEV.~ 421.~J·
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IU•LDllf(i. !IE~ AM: TO FACE OF IUILD11'1111t
l'IEMUJIEO Al Wlettl" MGI.U TO THE
PRO,HTt LI ,Et. -UIIEIIENT ACC"UIIACl
11 •-o. I F<IOT. R~~z~N i~~nJroN
TEL. X35-84}0
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UNIT TYPE ·11--~~'-·., ...
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LS
UNIT AR[,., I 065 S.F
DECK· 40 S.F
STOA.: 13 SF
-~
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UNlI---F'!.OOR PLANS . .. . ..
SCA! E: 1_·:· -15
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UNIT lYPE "A"
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UNIT AREA:
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<46 5 .r.
13 s .F
UMITS l,IAY SE MIRROR lt.lAGES Of'
THE A~OVE FLOOR PLANS.
/ ')
FINI-IISHED FLOOR EL€~ATIONS. INTERIOR.
AND EXTERIOR UN IT O I MENS I ON$ ARE
•-0.1 FOOT.
HERON GLEN
A CONDOMINIUM
r-.\11/4. SE l/4 SEL 29 T
K.[NG COUNTY
(PHASES
£"TOY r ~
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UNIT AREA
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46 s .r
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STOR. 1~-.-~.F.
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•
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FIRST l'"LOOR
~ BASEt.sErif"
BUI L[)1NG"'CROS~ i~ECT l-ON
('1Yl-'·fcAl.)
N T S _;: .-:: .::
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-."·'42s.o~:"-"
-<425 .9_~-:U:{-:· <442 2
443 I
BASEMENT FLOOR PLANS
SCALE:!" -JO
0 Jo· 6...2."
12 101
L I .. ,~ .. h,-.~-,,..,,.--,-..--, ' 'I '
I 0/ 9
GI.RAGE s1.-6G. ·.s·-···-. ··:; ~
.:·.-s. 211 s.:i. .J'
&._:,
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GARAGE
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s. 21 I $.F. ~
HANS.EN s U.RV EY l Nlf
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SHEE'.f·.3 OF' 3
..~···"' ::
THRESHOLD 1
A PORTION OF THE N.W. 1/4 OF THE S.E. 1/4, SECTION 29,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, KING COUNTY, WASHINGTON.
LEGAL DESCRIPTION
~
THE SOO!H ON£ HJl.lF OF THE NORlH ONE HALF or me NORTH/tf.'Sf ONl' ou1RrFH CF;'·TH<
SOU1HEAST OH£ 0/.JARTCR OF SffTION 29, ,rJWSHIP 2J NORTH, RA#t;E 5 t:A·f;T, W.M., '/N
KING COUNTY. WASHINCTON; 1 ',
D(C£PT T1<E ltf'ST J{J5.00 ~T,·
Tl}G(:r,;t,, Hlflll rHC NORl'H ON£ HAl.F OF 7HE SOUTH r.wE: HAl.F OF THE NOFTHM:,~T ONE ..
WARTER aF ll/E $0(/TH{'AST ONE (}IJARrrl? OF Sff7/0N 29, roWNSHJP 23 NORTl-/'.-J?ANGt 5 i)is-(
W.M., IN KING COI/NiY, WASHJNC!VN,-
EXCtPT 11-1£' SOI.JrH 110.00FffT: .•· .. ··
Ex=r 7),1£ ltf"ST 170.00 FffJ; AND EXCEPT Tlt<NOIITH8.00#'i-'o,-iN= ,,;,·«pc' '·O -
TOGCTflt:R ttHII mE .SOUrH 110.00 FffT OF 11-IE NOf?lH ONE HA/J OF THE 50'.ITH
mt: NORTHWE:ST ON£ 0UAR7ER OF THE sour,.;tJ,ST OM: QI/ARTE$ OF S[Cf/.(!.'./ ?9,
RANG£ 5 OST. W:,\f., IN Kl/VG COUNT'(, WASHINGl'ON; .
UCEPT THE WES! 550 00 Ft:0'.
~LSO K'VOWN AS WT 8, l(JNG COI/NrY c or I.IN€ A{).JUS.11/ENT No. s"iOMOJ9s.· '7S _,,,-u;r1,:!.;
ctMJER !(ING COlWT~ RECOl/DI/Wi NV'48£R !Ji:010107011:
f'ARCrl. 8
THE: SCUrH JWO F!:F.T Of'" THc m;sr .MS,/2 (J85/ FffT Qf'. 'ti•/f:'-n;µ_TH-~J.:,':. OF ,"rlf: ~·:,p.-.~·.
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EXCEPT THE w.:sr !;0.00 FEEr THER£°' /'"OR STAT(.~(;HW!!( f!!'::{.18£N50!,\C'A· J
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A FORT/ON OF THE NW. 1/4 OF THE SE 1/4; SECTION 29,
TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, KING COI/N1Y, WABHINGTOf,.. -,,
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DEDICATION: ··.... EASEMENT PROVISIONS ~=y ~~o:i.LE h~oo~~~~=:E::~o~~: ::· :h: ;:.,~:"'.::.::1:1"io~1 o~\:;:'~~t:~:,ot;n/-. · ... :\... t,~r,;~:~:~O~ J..,;:~;,s,:_~~.,. ',:',,,~~n;;,,;;;i,,,c;:_ ',u:T,. :.~, .. ~.:~:11£, .. 0··:'.:~~ ......
med• h81'oby, C11d do h•r«ly ded;cot• to \he u1e ol the pu~lk fore..,... ci ,\,eds _<l';d o ... n,,., n "' ,.._ ""~ ""' "'"' " .... ,~..._,, " ""'" ,., n~ ,m .,..,.-,,.~
net 1ho11n 01 prt;olo 11.-e<>r1 gnd dedlcc\e U>e uoe lh•,oof Jor <>II publl<: pcrpo,eo;.not '·:,.:.~c~;5~~N~~:-Ss~~i-~~.,:o ct~ ~~SE~f¥11-lte,Ra-/, ~ ~~i~~~~L ,,.,TI-I
lnccn11o1.on\ .. 1th \ho u .. ll>••eol fer lh• public hi9hw<1y pu;pooo,. Olld al•o ti.. (J~h\ \o m~_~"-. ,o~STRlltT, R(tl'EW, OPERATE ~D I.IA!NT"1N UNOERG/IOllNO PiJIC, tONOUl'!'S, .CABl!S ,
all MCHIOt~ 110!>,ol for cu\1 end fllll upon tile la\1 ohown lhereo" In lhe ocigic,01 ceo,on<if.,le /1.NC"'MR( W11H NECESSARY FACIUllfS At€) OTHER [QµIPM[NT F~:,'(HE PURi'bSC!)f. •·
grodlng or said ,lrHh and o-.uc,, and lurtll .. dedicate lo U.• uu of I~• pu~i,c .,11 :>-ii ,~;RU~~:l]-IIS ,!-'~~ON" m•! O!':';R,f;!,O', ,E!lJ:..~:~,~~c,, .~~.,,oo, ... r.ANTIO•·-.;,:-,.;·
eaoon,ont,, <ll)d lroct, 1h<M> on IM• p!Ql lt,,r QII put,lio PU<JIOICI 01 Jndlooted tl\~r<on, inc\udin~ u" • • SE'.R'v!= """~ m m '"" '"" u ""'"" u ....,, m w ,., "'-~ =
but not lfflilod lo parb, °""" :,pac~ uliltio, and dr'lm<>fl" unle:n ouch ca,emerl.t, or 1,a'is ·.,.. FOR THE pl}fl:~ HEREIN STAT£tl. THESE EASEMENTS El'llE'R~D UPON FOR THESE '.
ore &p*ciflcolly lclontlflod on 1h11 plot o, bolng okd!coted or oonw)'Od lo a pcr,o,;_ o, en1ily:·. ·:·;~~~[1~~Jt~J\~,i/~E~~S:s":~\;'0~~t~~~!ii;;G;t~,i0
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[~~1oNE
other than th• public, In whlcli caH w1 <I<> h•raby clodlcatc """" 1\rHts, ea••m•hls, or trocl!' U~ OR CA8LC"mE\11SttlN SHALL 9E PLAC[ll UPON ANY LU1=S UNilSS THE 5Alo!E $HALL
\Q 1~1 per10/\ "' ..,lily ond lt,,r lh• purpon 1\0\ed. Further, th• undtr,i!lflO~ own"c-r~ ol lhe • ...... ;.. :r~~::~r~g~N~~g:fui~ AF12°tr~NED vl~~ ~~~~ ~i::,:A~~~~~~1A~~
!Ol\d hereby oubdl><ld..:j wolw !or th1mN!ve1, their hsln <>l'Od oe1l9n1 <11d 011y ~~rs¢', '1f. M1ily • • .. TE OR T E FOIi THE p RPOSE QF" Ull TIES 1-/;..,;r '
dori""19 litl• from \ho undoroi~n•d. any and all eloim, f"' domoge, ogci'l~\·.t\'fl~ ~ountc,,t, '· • ··~LL IN RI,. LO UN S LI .. U "'ND PRAI \ ·
auccou ..... 0/\d o,,elgn• -.hl<:11 moy b• ,x;co1lon•d by the u\obllolim•nt(\'.:Onstr~~(ii;.-., __ or rr-_11 .• 1. .'f-R, AL NO Trs.·
mcnlfll<lnc• of roads ond/or drar1099 •)'lltam, within !hbi wbdiol,IOR:"•"cther tr,an cia,C,\s· l7L.f..V•Ci /"1 / C,
rosullin9 fi"<>m lnod$(11.loto mo;,,\...,onc-e by Klng County. Fur1her, uif uhd.,oi,1ned o~ne,, ej (ho ··• • · •,
~:: ~;u~1:."~~~=$:::\: ;:;,-;-~;;..:~.~: ~·: :~; ::::.1~n::~:.l·~:;y~:~,~t:i·· ·::;,; .'.:·.~u~~~~ s:=::o~~o~f ~11:0tl~~~ :t;~gll~~~~~~;~~;~~~E~;~
defor,50, ctoim$d by porwn$ ..,11:t,ir,. ,... without thlo oubdMolon lo ba'l<I bu~ cc,u,ec t>j' ~R"i;'~ ~~O~C~~ i~~'rt(~J;/:rL~i:i? ,t.ND•:,,.,,/;,t,IN THE ~Tlllt
ol\oro\ion• of the q•ound •urfaco, ~o\oHoo, drclnog<, a• 1urfoc,·:oc ,.,b,i.rtu,c ~ule~.nc~s ',
..;thin troia •IJbd;,l~iM "' by Htobli .... monl, cOMII\IC1ion o< moinl~~nc• o! (1i~ roods w\th,n !)[OICATIOI< OF" /IN NGf'E CONVEi'S:-~o\'11(; PUBU:\-.'Bl;r-lEFlCIAL INltiitSl IN THE
th'" n,bdivislon. Pro~d•d, tlll• wc,iv..-ond hd,mnlficotion ffioll nol '~.• Con,lr~O<i.;~~. ,~o,ing LAND WllHIN THE [ASDolENT. TJ1t:$ INITRl!:$1. lj,jCLUOEs'·"lliE. Pfl(S~~l/ATION OF"
~inO Cou<'1y, it,""'"""'"'" or ~!gns. from r,<t,il\y lot damogeo. lnChojflng \'.o co"ff."iif NATI\IE \IEG(lATIDN F"OR ALL PlJ1!POS!'5 ltlAr'·l!ENOlT THE'~l!ULic'0HEAlTH SAfETY
d•1.,.,s•, ruultlng In whole or In port irDm the negli<Jenee DI King CDunrl!, "" ,acc•sso·, "' AN[) WO.FAA[, INCLUDING CONrfiDi OF" SVRFACE:l'/ATER -!,ND EROSION, >JAINT[NANC[
assig,:,s. Thi, tubdiwision, dedioo1ion, ""'"'' of oloim, on~-b\ir,·t·rti'epj. \o -~b,1,J 1,ocrnlc,s OF" Sl..OPE STABILITY, \o1SUAL AND "AlJ,RAL BUFFERII-ID,. ~::('ROTECllON OF PLANT
..;\h lh~ tr..., ~onnn1 ""d.., oceoro:lorlc• wTth the dul,.":';·01 oold owri~r~,... :~g ~=~;e~.i.rAN~U~~~r'M/oO~ ~~t:#·~~~~OE~uo:::i:Aii1"~S
,.
HARRl(TT M. q~1~AN, WtfE ..
ACKNOWLEDGEA,fEf,(T! . .. .
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I corlify tho~ I l<rro• or ho'"' :1oti$foCior.;-ovi<knce \i;.:.11'1 C.&nl \A,,.t 1J G•"I" Ai:,!uweei,
:,ig~<>d thbi .-,,lrumor,~ on ool\~.toled Oi~I ~::,uth izod lo e,ec.,to H·e
t <>na ck e ~d !\· lr>' .. I)'• ·
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~-i>'Jrp~frnonlionod in ll" "'"
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THE BEHALF OF" fl.IE PUBllf BY rn£ Kl)IC.~UNTY lO LEA\IE UfJ~STURBED ALL
TREES ANO OTHER \IEGElK-1\0N 'MTI-IIN THE E~;tT. n-lE '1GETATIO~ WITHIN
!iH~~E~:;~rt~E~~~~l~~~ll:R~:i·~ZNTY/~,~~~RM~;:
0M~~r°:t(",t:[)
OBTAINED IN \JlfllllNC F/l0M THE 1(1~.COUNn' l~~·o JSE •
01\o1510N Oil ITS SUCCE\lj~OR AGENCY • '.
BEFO!IE BEGINNING .O.ND 0U1i11o1G THE cou;s[ .. ,J'."·ll>jv'°'~~1~·~. eu1uiNG
CONSlRVCTICN, OR OTHER DE\ot;LOP ... rnT ACWTY Otl.,A ~o,.;5UB.!E'-,t TO THE NGPE,
THE COMMON 90UNCAAY BETWE~. THE EASEMENT "-ti().' THE: 'AJl:_e:A 0( OE\/ELOPMENT
ACTIVllY MU5T ec.,rma:o OR o'FH!:'$\'151: MARKED rq"'THE sA~ACTION Of KING COUNTY. ,". '·::. "··., ..• ,.. ,• .. ,, ':,.,-
ALL BUILDING D~SPDUTS, rnOTiJ::iG DR~iNS AND DRAINS
0
ffiOM AU. 1 ... PERVIOUS
SURFACE:S SUCH A~(f'ATIOS AND t)l3.I\/Ei'/'A~ SH#,~ BE COt,lNECTED TO THE APPROVED
PERMANEMT STORM DR"A~ OUTLET AS;~HO\ifl.\Qt,I' TJ,iE APP~,;,£0 CONSTIWCTION
DRAWING!; Pt657 ON F'lU: ....,Tk KINC",COUNt.v L&.l()USEf,rlVIS'ON
TH.l~f'.l;At-1 SIIALL"'.jj( SUB ... 1ntJi:;.WITH D-Jt APPL~ATION
FOR AN" _Sl,lll.D)NG"PERM!T, .o.1.1,,CONN[CTION:, OF "lf:ti: DR,INS MUST~(
~°::'~~~eEO AND APPR<l~D P~ .. TO THj::
0
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MAJNTicji~r-lCE Dr .. &L PRIVA"1E
00
Df1AJNA;},,e"cr~~N;~\ltJOW1, ON THIS PLAT SHALL
BE ~ R(SPOO:Welu~Y Dr ALL tpTS OERIVINlj BENErl)· fROl.t SAID EASEMENTS
t!~~~f!)le:t~PRclV(_~_ CONS~CTION OR.(lllll~f._._ -~57 ON FIL( 'MTH KING COUNTY
l:~1·:'r~O~TtE~AIN ;~BOVrStRE PRIVATU1 OWNED /\NO MAINTAINED
U)1S J~ ·4~GH "42 j._~i_··'. IOITHIN .~E fill. BOUNDARY (PRIOR Fill AREA) ANO R(OL'IRt
.iooi'n,o}'JAL GEOTECt-tr:tic>,L STUOIES l'RIO!l TO Tl-fE 15SIJ ... NCE OF BUILDING P£RMITS . ... . ~:::::i.-4'• ' ft. ~·
···.My i,ppoi,,\me/,\ evp.-.,, t~ 6. <~£RIME~·--:?.OTING J~.~it:'\~-~EOUIRED fOR LCTS 32 THROUGH J4
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I certlly thot I know or hoilt>,1ot1,taclory oold~e• 1fi.ot O.n,;j J0.IY"rC S §_ f'1rJ~.:__
,;gned thlo in:,1,u~\. on .,,;tf'· '~?tod th~/h"{;;t.;Q• ou(horized lo e>ecu\e I",•,
,n,trumer,t end <><:k"i,'(11d99d ,I oO·jbo.YJ ~!JA.,A;,,;,_T. .i/1<:~.£r~
of\W:1sh1°'1:ti.o ®,r1:\.l<'.IJ Sc..~·,.tj, l'ooi:. lube•.'~
r,~e ond ,.,,,_l<tn\~ry ocl ol "Ollc~ porty !~ho,_Ul'O,-.'Md pur;,0101 menllonod n 1he ir.,l,·,men\
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•. ;,•lnlffi,!'t ~ """.0.W!l~i,o'.~ 01 tho '. "T l"lQ )'( id.II( \'a ----,-. ~.-i,.-
"h,,. ood vol>,oio,/."ocl of'"" P"'lr Toi 11,, u,u o•d ~urpo>H menllon,; in the 1'1t1fur,,eal
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;i::~,oo Foo/~ SID£~~ EASEU(NT SliOWN Ot,I lliE FACE OF T}jlS PLAT IS
H£R[li'y.oru1cATEO''CQ TH( PUBLIC. ll-lE lD.00 FOOT '11\CE UTU..ITY £.0.SEMENT AS
SH0\11'1 tiN. THE fAC£ "Of. THl5 PLAT IS li[Rf8Y D{01CATEO FOR Tl-I[ PURPOSES SHQ'ffl',I H(~EON
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USDA
"riiiii
Soil Map-King County Area, Washington
560440
N ------=====-----------c:==========Meters A 0 30 60 120 1 80 ------======------------===========i Feet 400 600 100 200 0
Natural Resources
Conservation Service
Web Soil Survey 2 .0
National C ooperative Soil Survey
12/19/2 007
Pa ge 1 of 3
(II
-i
Q
S 192NOST
S18THST
19TH' S-l kJ I
New Annexation
City: Renton
Proposed Annexation Name: Benson Hill
SE J80Tli S
l •
tQ King County
Department of Development
and Environmental Services
Boundary Review Board Fila 2256. The proposed Benson HIii annexation Is approximately 2,438 acres, and Is located on the eastern edge of
Renton. It Is generally bordered on the North by Renton. The northernmost boundary generally follows SE 19th ST. It Is borded, as well, on the
west by Renton. This boundary Is serpentine, primarily following 104th AVE SE and extending, at some locations, to 92nd AVES. A portion of
the southern boundary (S 200th ST) borders on the City of Kent. The remainder of It -the easternmost boundary of which Is located at 135th PL
SE -borders Unincorporated King County. The assessed value of the proposed annexation is $1.2 bllllon.
CJ Proposed Annexation
Parcels
D Incorporated Areas
N +
0.5 025 0
"'-~~10&1, S....fll'JoOHIII_RN....PVP_•n.-.-d
MCCOW81P\\Od•70,..,.~'2007~tp_2007Ce1,_0itt1IICM'IHIII_A:NJl"OP_M,_..l/ldf
0.5
Mites
The infocrnatiul irdlded on tills map has been C<llll)ited by
King Gounty slaff torn a ~ ri sources and is sl.t)jed to change
without nolioo. King Colrty makes no representations or
warranties, e,qress or implied, as to accuracy, co"l)leteness.
timeliness. or rigtts to the use of such infmnation.
This dorument is noe inlerded for use as a SIXVfJ'/ pro<llct.
King County shall not be iatje for any general, special,
indrecl. incidental, or consequential damages inducmg. rut not
imMed to, lost revenues or losl profis resulmg from the use
or ITisuse of the information co,talned on this map. Any sale ,:i.
this map or infamation on tills map Is proN!jted exoepl by >mtten
pennission ,:i. King County.
+
A07PF002/3
2005 SWDM
N Stroets
;:::; Wator Bodies
c::::J Parcels
Landslide Hazard Drainage Areas (2004) D Landslldo Hazard Drainage i rots~_'._ I I --=-:1amt u J 'T. I -~~ '-I ~ e~:l~:!~Area
I Basic Fk>w
ConS&tVation Flow
-Flood Prolllem Flow
OClties
0 400 Foot
1'= 500 feet
tQ King County
The Information Included on Vlla map hu been compiled by l I 1 1 LUl ~~1::1·"'~~.:''••"'lectlo I repr....,tations °' wamtntlea, e)q)f9aa or lmplled. aa to the
l accuracy, completeneu, Umelineaa, or nght& to 'he use ot
such lrtonnatlon. King Coooty shall not be lable fOt any
_J ge,*111, ap«Jal, irdi1'9Ct. ncidan1*, or CClnHquential
I dwnaiglla lndudinQ, tM.t nol limlt9d k>, lmt ~ c:r k.ist
~ --' p,oftts Nsllb.ng from 1M UM or mbUH af the irtonnal:lon
--· · cantalrad on this map. Any .... of !his map or lnformetk:ln r---~ r--.-r, / ,----,. ~ j ,---,__ ~ ! -· . J=-''"'°"""°""''""'byw,fttanpenn-nort<lng
Plot date: Oct 12. 2007; \lddes001\x0 1'gislav_de~ects\base2.apr
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CAO
N Watar Coorao (WLR)
N Streets
:::,: Watar Bodies
• c11uca1 /'lea Designation >< Wildlife Habitat Consorvation Aroas (2004)
c:::J Area of Potential WeUand Influence (2004)
C]Paruils
Critical Aquifer Recharge /'leas (2004)
~i
Basin Condition (2004)
.H,gh
Medium
Low
Aquaoc Areas Buffer (2004)
CJC1tlos
400 Foot
~~~~
1·= 500 foot
UI King Cowrty
The lrtonnatlon nclUded on Ills map nas been compl:ect by
Klng Ccu\ty staff from a va1e(y d IOIIC8fi and la ai.t,j:ect to
change ~tholi notice. Klng Cc:ulty rna)i;ea no
representations or wan'W'lties, expreu or fflpHed, llll ta the
accuracy, con\)leteness, tknel.neu, or rights to Iha use r:I
suet\ nfonnatlon. King Ccu'lty stu.l nol be lab!• to, any
general. speclal. lrdre,ct. Incidental. Of consequential
damag&S lndudng, bu no1 ll.mtted to. Iott rewnuN 0< IOlt I 1· :::---I ' L ~pto1tt,._trom ... .-«m-.<11tholn!onnadon ---:.::::::::: :S: contained on thla map. Alfy sale of 1h11 map or Information ~ ( I I) r--1 -,--., I ~~ I __ I <.:. "'"°'1 rnaplsproljbllodexceplby"'1ttenl)«n'llllonoflOl'Q
"°"11y.
Plot dato: Oct 12, 2007; \lddos001\x01'Qislav_de\'\projects\l>ase2 .apr
A07PF002/3
2005 PHOTO
Wator BOOios
1!!!!!!!!!!!!!!!!!!""'!"'!400 Feet
1·= 5<>0 feet
L..11 King County
The lrtormatkln lnciuded on ctn map h• bNr1 compii.d by
King Colllty staff from a variety of~• and Is ~ to
change wllhOU'I notice. King Colllty matun no
representationl or wwran!ies, exp,9u or lmpti.d, aa lo 1he
accu-acy, CO!Tlpetan-.s, Lmelhus, or nghts to ttw UM"'
such rdonnation. Kn; Ccu,ty shall not bl liable for any
general, spec&.al , lndnct. incldental, « consequential
damage& lndl.dng, but not llmhed to, losl rewrM..es or lost
proftt.l tMl.itng from the US6 Of milUM r/ the nformatlon
contained on this map. Airy a.ale r:J this map « Information
on ttu map 1, prohibited except by wrttten permission of King
"""'"'·
Plot date: Oct 12, 2007; l \ddes001\x01'Gis\av_deV\projects\base2.apr
A07PF002/3
HYDRO/GEO
Bald Eagle Nes!s (WDFW)
, ',, Wildlife Network
C] Basins
N streets
[21 SAD Landslide
EBB SAD Coal Mine
i:;:::3 SAD Seismic
E:I SAD Erosion &Steam
•A ..,.i 2p
~25 &3 ' u
Water Bodies
D WLRD Drainage Complaints
lJ Parcels
i
Bald ~· /!:t and Roost Buffers (WDFW)
800 Foot or Shoreline
1320 Foo
FEMA Cross Sedions
FEMA Floodway
CJ FEMA 100-yr. Floodplain
Oetties
500 1000
1·, 1333 foet
UI King County
1500 Foot
The Information k'ldt.ded on 1hl• map has been complkld by
tong COi.my gtafffrom a variety d IOIXOH and Is subject IO
change 'M1hout no'dce. l<lng Coooty make1 no
r.pregentatk>M or warrantlet, e)q)teu or mp/MM:t, as to the
accu-acy, ~""*'· tknellnH•. or rights to tte UM of
auch lrtormatk>n. KlrG Col.l'lt)' shai1 not be l,abj e fof arry
general, apeciel, lndil"Kt. lnddental. or conaequ,en1al
dlvnaoe• Inducing, but not l.mlted to, lost rewrue, or lolt
prol'tt9 ,-~1"111 from~ UM or ma.us. of tM Woonation
contalMd on ttQ map. Ant sale or N• map or lnfotma1on
on thls map 1, prohibit.:l u.c:ept by'Mttten permlNion of tong
County.
Plot date: Oct 12, 2007; \\ddes001\x01~is'av_de~ectslbase2.apr
A07PF002/3
ZONING
SCHOOLS/PARKS
• .-.. •Trails
! SChools/School FadliUes
N Urban Growth Alea Une
N Streets
:;:;: WaterBodles
.__ Road Rlghts-ol-Way
CJ Parcels
OParl<s
OCities
Zoning
A-1 O -Agricultural, one DU per 1 O acres
-A-35 -Agricultural, ono DU per 35 acres
• F-Forest
M -M1noral
RA-2 .5 -Rural Alea. one DU per 5 acros
RA-5 -Rural Arca, ono DU por 5 acres
RA-10 -Rural /Vea. one DU per 10 acres
UR -Urban Res&rVe, one OU per 5 acres
R-1 -Residentia l, one DU per acre
R-4 -Residential, 4 DU per acre
R-6 -Residsntia l, 6 DU per acre
R-8 -Residential, 8 DU per acre
R-12 -Residential , 12 DU per acre
R-18 -Residential, 18 DU per aae
-R-24 -Residential , 24 DU per aae
-R-48 -Residential , 48 DU per aae
-. NB -Neighborhood Business
-CB -Community Business
-RB -Regional Buslnoss
-0 -0ffice
I -lndusbial
0 500 1000 1500 Feet
1"= 1333 feet
ti King County
1h11 Wonnation lnckded on this map haa bean compled by
~ Ccutty staff from a varWy of k>U'OH m'Kt Iii subfect b
dwtgll wlttw:iut notk:9. KJng Carity maQI no
r.pr-Neritationa or W81TW'ltlu, •xpcw.s or lmplllld , a& lo 1h11
fm l-wt~ r-•..1...1 r" LU f u -I ~ d9 l~c::;-=::..~~:::.":,"' -~:...!..-! l=;l~~ i 0+m l ITlL-8 ::;r W \ I :::=:::::·:i~11: ... "'.,~:.=!!.,.,
---, -, proftts resl.ithg from tM UN « misuse d the Wonnatloo
contained on ttia map. AtrJ sale of this map« ln1onnatlon
on thlt map ls prohibited axe.pt by wrm.n perm1 .. 1on d l(ng
eo..,1y,
Plot da1e: Oct 12, 2007; l\ddes001\x01"11slav_dovlproj&ets'base2.apr
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King County
DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES
LAND USE SERVICES DIVISION
900 Oakesdale Avenue Southwest
Renton, WA 98057-5212
REPORT AND DECISION
SHORT SUBDIVISION File No. L08S0007
A. DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION:
This is a short subdivision of a 0.39-acre parcel into 5 lots for duplex dwellings in the R-18 zone.
The proposed density is 20.5 dwelling units per acre. The proposed lot sizes range from
approximately 2,500 to 3,400 square feet. Please see Attachment 1 for a copy of the short plat
map.
B. GENERAL INFORMATION:
Owner/Applicant:
Engineer:
STR:
Location:
Zoning:
Acreage:
Number of Lots:
Density:
Lot Size:
Proposed Use:
Sewage Disposal:
Water Supply:
Fire District:
School District:
Application Vesting Date:
Benson Heights Short Plat
Ariel Cruz
3318 30 1h Avenue SW# B506
Seattle, WA 98126
LD Engineering, LLC
Leonard Difrancesco
105 Harvard Avenue E, # 106
Seattle, WA 98102
SE 29-23-05
10801 SE 1701h Street, Renton
R-18
0.39 acre
5
18 du/acre
Ranges from 2,500 to 3,400 sq.fl.
Duplex residential units
Soos Creek Water & Sewer District
Soos Creek Water & Sewer District
King County Fire District 40
Renton School District
February 12, 2008
Page 1 King Co. File No.: L08S0007
City of Renton File No.: LUAOS-089, SHPL-A
C. HISTORY and BACKGROUND
On November 6, 2007, the voters of Renton's Potential Annexation Area known as the "Benson
Hill Communities Potential Annexation Area" approved a proposition to annex lo the City of
Renton. Effective March 1, 2008, the City approved an ordinance lo accept the annexation area
and all local governmental land use authority and jurisdiction with respect lo the Annexation
Area transferred from the County to the City upon the effective date. The City and the County
approved execution of an lnterlocal Agreement relating to the Annexation Area for the purpose
of in part establishing the process and authority for discretionary decisions with respect to land
use and permitting from and after the date of annexation.
Therefore under the provisions of Section 2.3 of the agreement, the County has prepared this
report and recommendation to the City's designated decision-maker for a final decision. The
City is responsible for scheduling, providing notice, conducting any appeals hearing and making
any final decision for this application. County staff will attend an appeals hearing to testify with
respect to analysis set forth in the County's report and recommendation if the application is
appealed.
The Subdivision Technical Committee (STC) of King County has conducted an on-site
examination of the subject property. The STC has discussed the proposed development with
the applicant to clarify technical details of the application, and to determine the compatibility of
this project with applicable King County plans, codes, and other official documents regulating
this development.
As a result of preliminary discussions, the applicant presented the Subdivision Technical
Committee with a revised site plan on June 25, 2008. The modifications include provision of an
adequate recreation area tract and minor technical adjustments to the proposed drainage
facility.
D. NATURAL ENVIRONMENT
1. Topography: Most of the site is level. There is a slight downward grade of
approximately 5 % in the southeast portion of the site.
2. Soils: One soil type is found on this site per the1973 King County Soil Survey. The
entire site is classified AgC. The following are AgC soil characteristics:
AqC -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the
hazard of erosion is moderate. This soil has a moderate limitation for foundations due to
a seasonally high waler table and slope. It has a severe limitation for septic tank filter
fields due to very slow permeability in the substratum.
3. Hydrography: A stream reconnaissance report was prepared by Altmann Oliver
Associates, LLC dated March 21, 2008, to evaluate and determine if the existing
drainage course (ditch) will meet the criteria for a stream under the Critical Area
Ordinance and thus would need to be regulated. The study concluded that the existing
drainage course does not meet the criteria for a stream. The King County Senior
Ecologist has reviewed the study and has performed a site visit. He concurs with the
report's findings and conclusion.
4. Vegetation: This site is primarily covered in pasture grasses. Scattered evergreen and
deciduous trees and brush occur in limited numbers.
Benson Heights Short Plat Page 2 King Co. File No. L08S0007
City of Renton File No. LUAOS-089. SHPL-A
'
'.
5. Wildlife: Small birds and animals may inhabit this site; however, their population and
species are limited due to nearby development. No threatened or endangered species
are known to exist on or near the property.
6. Mapped Critical Areas: The Critical Areas Inventory does not identify any mapped
critical areas as being present on this site.
E. NEIGHBORHOOD CHARACTERISTICS:
F.
The property is localed on the southeast corner of the intersection of 108111 Avenue SE and SE
1701h Street. 108111 Avenue SE curves and becomes Benson Road South, a short distance north
of the site. The Site and the neighboring properties were annexed to the City of Renton on
March 1, 2008 as part of the Benson Heights annexation.
The site and the properties to the south and north are zoned R-18. Properties across the road to
the west ar.e zoned ~-j 2 and qre developed with single family houses. Properties to the east of
the site are zoned R-12 and are Q\;lVeloped with multifamily residential structures. There is a
multi family residential development across the road north of the site. The site itself is
developed with a residential duplex. The building will remain with each unit in the duplex placed
on a separate lot.
DESIGN FEATUR°eS
1. Lot Pattern and Density: The proposal includes creation of 5 residential lots, two of
which will occupy the existing duplex (one unit.on each lot). The other three lots will be
developed with a residential duplex on each lot, (two units on each). A total of 8 dwelling
y.11_its would be created as part of this proposal. However, based on the site's size and
zonlng,-Q_o more than 7 dwelling units can be created. The applicant is proposing to use
the proviston of KCC 21A. 34.04.0f4, Residential Density Incentive (Energy
Conservation) to increase the density to 8.
The site is within Y. mile of a metro bus stop with Y, hour transit services during the peak
hours and hourly services during the nonpeak hours. The bus stop is at the intersection
of 108111 Avenue and SE 1761h along service transit line 169. /
2. Access/Roadway Section: This site is bounded on the west by 108th Avenue SE, an
urban minor arterial, and on the north by SE 170th Street, an urban subcollector street.
The existing duplex currently accesses SE 17oth Street which will remain unchanged.
The new lots will have access to SE 170111 Street via individual driveways.
The site's frontage along SE 170th Street is a substandard shoulder section. This
frontage will be improved to the urban standard consisting of curb and sidewalk.
Additional right-of-way will be dedicated. Urban improvements currently exist along
108th Avenue SE. No additional improvements will be required along this road frontage.
3. Drainage: Currently, the site slopes to the south where storm water runoff leaves the
site in the form of sheet flow. With the proposed development, runoff will be conveyed to
the SE 17oth Street storm drainage system. Both flow paths recombine in the 108th
Avenue SE roadside storm drainage system. The Level 1 Downstream Analysis did not
identify any flooding or drainage problems downstream from the site. Small site BM P's
will be used to meet flow control and water quality requirements. Due to the frontage
Benson Heights Short Plat Page 3 King Co. File No.: L08S0007
City of Renton File No.: LUAOB-089, SHPL-A
G.
improvements and pipe work, engineering plans and a targeted drainage review will be
required.
4. Other Design Features: The proposal includes a 1,360-square-foot recreation tract to
be located on the northwest corner of the site. This meets the requirements of KCC
21 A.14.180A.3 for on-site recreation space. This tract will be improved with a tot lot area
and landscaping.
PUBLIC SERVICES
1. Sewage Disposal: The applicant proposes to serve the subject subdivision by means
of a public sewer system managed by the Soos Creek Water and Sewer District. A
Certificate of Sewer Availability, dated January 24, 2008, indicates this sewer district's
capability to serve the proposed development.
2. Water Supply: The applicant proposes to serve the subject subdivision with a public
water supply and distribution system managed by the Soos Creek Water and Sewer
District. A Certificate of Water Availability, dated January 24, 2008, indicates this water
district's capability to serve the proposed development.
3. School facilities: The subject subdivision will be served by Cascade Elementary,
Nelson Junior High, and Lindberg Senior High Schools, all located within the Renton
School District.
4. School Access: The District has indicated that the future students from this subdivision
will be bussed to the elementary school and the high school. The school bus pick-up
location is at the intersection of 1081h Avenue SE and SE 1701h Street. There will be
sidewalks from the site to the bus pick-up location.
The future students from this development will walk to the junior high school. Walkway
conditions to the junior high consist of sidewalks and paved shoulders.
5. Parks and Recreation Space: The nearest public park is Thomas Teasdale Park
located on Benson Drive South a few miles northwest of the site.
KCC 21A.14 requires subdivisions in the UR .and R zone classifications to either provide
on-site recreation space or pay a fee to the Parks Division for establishment and
maintenance of neighborhood parks. The applicant is proposing to provide suitable
recreation space. KCC 21A.14.190 requires subdivisions to provide tot/children play
areas within the recreation space on-site. The recreation tract will be improved and
landscaped.
H. SEPA THRESHOLD DETERMINATION:
This short subdivision application is exempt from review under the State Environmental Policy
Act (SEPA), RCW 43.21C.
I. FINDINGS/CONCLUSIONS:
The subject subdivision will comply with the goals and objectives of the King County
Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning
Codes and other official land use controls of King County (i.e. 2007 King County Road
Ber,son Heights Short Plat Page 4 King Co. File No.: L08S0007
City of Renton File No.: LUAOB-089. SHPL-A
J.
Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions for final short
plat approval.
DECISION:
Proposed Short Plat revised and received June 25, 2008 (Attachment 1) is granted preliminary
approval subject to the following conditions:
1.
2.
3.
KCC Title 19A -Compliance with Final Short Subdivision Requirements
A The proposal shall comply with all platting provisions of the King County Code.
B. The final short subdivision recording documents must be prepared by a
professional land surveyor, licensed in the State of Washington. These
documents shall comply with the conditions of approval listed in this letter.
C. The final review process must be completed prior to the recording of the short
subdivision or the sale of any lots contained within. The Department of
Development and Environmental Services (DOES) strongly recommends that the
Final Short Plat review package be submitted to the department at least one year
prior to the expiration date of the preliminary approval letter.
D. All persons having an ownership interest in the subject property shall sign on the
face of the final short subdivision.
E. All utilities within proposed rights0 of-way must be included within a franchise
approved by the King County Council prior to final short plat recording.
F. Prior to recording, KCC 19A.08.160 requires that drainage facilities and erosion
control measures are in place consistent with K.C.C. 9.04.090.
The applicant's preliminary plat map shows certain planned improvements to be
constructed on each of proposed Lots 1 -3, including duplex residences, driveways,
walkways, and a patio at the rear of the duplex residential buildings. The preliminary
approval of this short plat application to create five lots (labeled Lots 1, 2, 3, A and B)
should not be construed as an approval of these planned improvements, nor an
endorsement that such improvements will meet zoning dimensional requirements and
will fit on these lots. Review and approval of these planned improvements and uses for
these lots will occur through the building permit review process, following the recording
of the subject short plat.
2007 King County Road Design & Construction Standards. /KCRD&CS)
Roadway improvements are required to address access requirements and impacts to
existing roads and right-of-way. The extent of improvements (conditioned below)
requires submittal of engineering plan and profiles and appropriate review fees. Plans
shall be prepared and stamped by a professional engineer licensed in the State of
Washington and contain the applicable elements outlined in 2007 KCRD&CS and/or the
2005 Surface Water Design Manual (see Section 2.2.2). (Please note that the applicant
should submit the plans a minimum of one year prior to the preliminary approval
Berson Heights Short Plat Page 5 King Co. File No.: L08S0007
City of Renton File No.: LUAOS-089, SHPL-A
4.
expiration date). Please see Condition # 3 for additional drainage submittal
requirements.
All construction and upgrading of public and private roads shall be done in accordance
with the 2007 KCRDCS established and adopted by Ordinance No. 15753, as amended.
The proposal shall meet the following conditions:
A. SE 170th Street is classified as an urban subcollector street (KCRD&CS, Section
2.03.B). Urban frontage improvements (including curb gutter and sidewalk) shall
be constructed along the frontage and additional right-of-way (ROW) shall be
dedicated to provide a total of 24 feet measured from the ROW centerline.
B. 108th Avenue SE is classified as a minor arterial street (KCRD&CS 2.03(A)).
Direct access to arterial roads is controlled with infrequent access points (Section
2.03.B). No direct access shall be permitted from the abutting lot. A note to this
effect shall be recorded with the short plat.'
C. The curb and sidewalk return at the intersection of 108th Avenue SE and SE
170th Street shall be reconstructed to current standards including sidewalk
ramps (Figure 3-010) and curb return radius (Section 2.10.A.3.a). Additional
right-of-way shall be dedicated to provide a 25' right-of-way line radius at the
corner (Section 2.10.A.4).
D. Driveway connections shall comply with KCRD&CS Standard Drawing 3-004.
E.. Modifications to the above road improvement conditions may be considered by
King County pursuant to the variance procedures in KCRDCS 1.12. Any request
for a road variance shall be submitted to ODES on the appropriate form and with
the minimum fee deposit. Other engineering details that may be shown on the
preliminary site plan with the exception of the above may not have been
reviewed for compliance with KCRDCS. If differences exist, the final design shall
be modified to meet KCRDCS. In addition to the above conditions, a right-of-way
construction permit is required for any utility work in County right-of-way.
F. Street trees shall be included in the design of all road improvements, and shall
comply with the KCRD&CS, Section 5.03 ·
Surface Water Management and Control (Title 9 KCC), 2005 King County Surface Water
Design Manual (SWDM)
The required improvements for this short plat qualify for Targeted Drainage Review,
Category# 2, as outlined in Chapter 1.1.2.2 of the 2005 SWDM. Prior to short plat
recording, the applicant shall submit drainage plans (combined with road improvement
plans) and a technical information report to address the applicable design requirements
shown in the KCSWDM.
A. Drainage plans and analysis for lot improvements (houses driveways and parking
.areas) shall be provided prior to recording and shall comply with the 2005
SWDM. ODES approval of the drainage plans is required prior to any
construction.
8f:'iSOn Heights Short Plat Page 6 King Co. File No.: L08S0007
City of Renton File No. LUA08-089, SHPL-A
5.
6.
7.
B. Standard plan notes and a construction sequence as specified in the SWDM
shall be shown on the drainage plans. See KCRD&CS, Section 78).
C. To implement the required Best Management Practices (BMP) for treatment of
storm water, the final engineering plans and technical information report (TIR)
shall clearly demonstrate compliance with all applicable design standards. As
described in Chapter 5 of the drainage manual, a subdivision project may
implement the required BMPs or defer the BMP requirements until future review
of building permits. In either case, the final engineering plans shall clearly
indicate the applicable BMP standards and requirements for implementation on
the recorded plat. Any proposed clearing and grading of the site shall also
comply with the soil amendment requirements in KCC 16.82.100.
D. If the storm water BM P's are deferred until building permit review, the following
note shall be shown on the final recorded plat:
"Permit applications for buildings or other improvements constructed on lots
created by this subdivision must be reviewed by King County for compliance with
Best Management Practices (BMP's) and other applicable drainage standards as
specified in the SWDM. As determined by King County, the permit applicant for
each lot must prepare a drainage site plan with procedures for design and
maintenance details, and record a declaration of covenant and grant of easement
for implementation of the BMPs. •
E. Consistent with authority and procedures outlined in Chapter 1.4 of the
KCSWDM, drainage adjustments td any of the above requirements may be
considered. Adjustments shall be submitted to DDES on the appropriate form
and with the appropriate fee deposit.
Site Improvement Inspections, Fees & Financial Guarantees /Title 19 & 27)
This short plat is required to construct frontage improvements and drainage facilities.
Approved engineering plans, inspection fee and applicable financial guarantees are
required prior to either starting construction or recording this short plat. At the time of
engineering plan approval, the applicant will be notified of the fee amount that will be
required to inspect construction (which shall be deposited with DDES) and of the
financial guarantee amount(s) required prior to scheduling of the pre-construction
meeting. Please note that the pre-construction meeting is mandatory prior to the start of
any work (including site clearing), or the recording of the short plat.
Health (KCC 13)
This project is exempt from further King County Heath Department review. However, if
improvements are required by the sewer and/or water purveyor to serve the lots in this
short plat, then written documentation shall be provided from said purveyor(s) to verify
that the required improvements have been bonded and/or installed, and all necessary
easements have been provided, prior to final recording of the short plat.
Building and Construction Standards (Title 16)
The site plan identifies 8 trees with a circumference of 8 inches or larger. The applicant
shall comply with all applicable provisions of KCC Chapter 16.82, including KCC
Benson Heights Short Plat Page 7 King Co. File No.: L08S0007
City of Renton File No.: LUAOB-089, SHPL-A
8.
9.
10.
11.
16.82, 156 concerning the preservation of "significant trees" on short subdivisions located
in the King County "Urban" designated area. A detailed tree retention plan, which
complies with KCC 16.82.15682 and other applicable requirements of this Code section,
shall be submitted to DOES for review and approval prior to engineering plan approval (if
required), or prior to final short plat approval where engineering plans are not required.
Bonding may be required by DOES to assure implementation of the tree
retention/replacement plan. No clearing or grading of the site shall occur until DOES
approves the detailed tree retention plan (and engineering plans where required).
Fire Code (KCC 17) -Section 902 of the 1997 Edition of Uniform Fire Code-
The existing fire hydrant and the available fire flow and fire apparatus access are
adequate. Fire Marshal approval is granted with no additional requirements.
Density and Dimensions (KCC 21A.12) All lots shall meet the density and dimensions
requirements of the R-18 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
lots may be approved at the discretion of the Department of Development and
Environmental Services. The proposal shall meet the following:
A. The proposal is using the provision of KCC 21A.34.34.040.F4 to increase the
density to a total of 8 units. A duplex building consisting of two dwelling units may
be constructed on the new lots (Lots1 -3).
B. The proposal is to retain the existing duplex building with each unit on its
underlying lot (Lots A and B). Prior to the final approval, the applicant shall
demonstrate that the existing building meets the building code requirements
where attached units are located on two separate lots.
Recreation Tract. KCC 21A.14.180
At a minimum a 1,360 square feet recreation tract shall be provided consistent with the
requirements of KCC 21A.14.180 and KCC 21A.14.190 (i.e., sport court[s], children's
play equipment, picnic table[s]. benches, etc.).
A. A detailed recreation space plan (i.e., landscaping in accordance with 21 A.16,
equipment specs, fencing, etc.) with appropriate fees shall be submitted for
review and approval by DOES prior to or concurrent with the submittal of the final
plat documents. This plan shall include location, area calculations, dimensions,
and finish grade.
B. A performance bond for recreation space improvements shall be posted prior to
recording of the plat.
C. A homeowner's association or other workable organization shall be established
to the satisfaction of DOES which provides for the ownership and continued
maintenance of the recreation tract.
Street Trees (KCC 21 A.16) -Street trees shall be provided as follows (per KCRS 5.03
and KCC 21A.16.050):
Berson Heights Short Plat Page 8 King Co. File No.: L08S0007
City of Renton File No.: LUA08-089, SHPL-A
12.
A. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all
roads. Spacing may be modified to accommodate sight distance requirements
for driveways and intersections.
B. Trees shall be located within the street right-of-way and planted in accordance
with Drawing No. 5-009 of the 2007 King County Road Design and Construction
Standards, unless King County Department of Transportation determines that
trees should not be located in the street right-of-way.
C. If King County determines that the required street trees should not be located
within the right-of-way, they shall be located no more than 20 feet from the street
right-of-way line.
D. The trees shall be owned and maintained by the abutting lot owners or the
homeowners association or other workable organization unless the County has
adopted a maintenance program. Ownership and maintenance shall be noted on
the face of the final recorded plat. ·
E. The species of trees shall be approved by ODES if located within the right-of-
way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-
bearing trees, or any other tree or shrub whose roots are likely to obstruct
sanitary or storm sewers, or that is not compatible with overhead utility lines.
F. The applicant shall submit a street tree plan and bond quantity sheet for review
and approval by ODES prior to engineering plan approval.
G. The applicant shall contact Metro Service Planning at 684-1622 to determine if
108th Avenue SE and SE 1701h Street are on a bus route. If either is on a bus
route, the street tree plan shall also be reviewed by Metro.
H. 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 two 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 pElrformance bond replaced with a
maintenance bond, and held for two years. After two years, the maintenance
bond may be released after DOES has completed a second inspection and
determined that the trees have been kept healthy and thriving.
Road Mitigation Payment System
The applicant or subsequent owner shall comply with Road Mitigation Payment System
(MPS), King County Code 14.75, by paying the required MPS fee and administration fee
as determined by King County Department of Transportation. The applicant has an
option to either:
A. Pay the MPS fee at final short plat recording. If this option is chosen, the fee paid
shall be the fee in effect at the time of short plat application and a note shall be
placed on the face of the short plat that reads, "All fees required by King County
Code 14.75, Mitigation Payment System (MPS) have been paid." Or
Benson Heights Short Plat Page 9 King Co. File No.: L08S0007
City of Renton File No: LUAOS-089, SHPL-A
B. Pay the MPS fee at the time of building permit issuance. If this option is chosen,
the fee paid shall be the amount in effect as of the date of the building permit
application.
Other Considerations
A. 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, but not be limited to, obtaining a forest practice permit, an HPA permit, building
permits, and other types of entitlements as necessitated by circumstances.
B. Development of the subject property may require registration with the Washington State
Department of Licensing, Real Estate Division.
Approved byb'ie City of Renton
C.E. Vincent, Planning Director
Parties and Persons of Interest:
BOTTHEIM STEVE SUPERVISOR, CPLN LUSD MS OAK DE 0100
CLAUSSEN KIM PPMIII, CPLN LUSD MS OAK DE 0100
CRUZ ARIEL, 3318 30TH AVE SE 18506 SEATTLE WA 98126
Date: Augu'st 5, 2008
DEHKORDI FERESHTEH PPMII, CPLN LUSD MS OAK DE 0100
DIFRANCESCO LEONDARD, 105 HARVARD AVE E #106 SEATTLE WA 98106
FGMU/DDES
FOLLMER MARK PRELIM REVIEW ENGR, ERS LUSD MS OAK DE 0100
FOSTER CURT SR ENGR, ERS LUSD MS OAK DE 0100
GREENE LYNDA A, 10824 SE 170TH ST B206 RENTON WA 98055
HENOCH LANNY PPMIII, CPLN LUSD MS OAK DE 0100
LYON ROBERT B, 10817 SE 170TH ST RENTON WA 98055
TENG NGY, 17003 -105TH AVE SE RENTON WA 98055
TOWNSEND STEVE SUPERVISOR, LUIS/LUSD
WHITING KELLY KC DOT, ROAD SVC DIV MS OAK DE 0100
Benson Heights Short Plat Page 10 King Co. File No. L08S0007
City of Renton File No. LUA08-089, SHPL-A
C
. ' ' •
RIGHT TO APPEAL
The administrative land use decision will become final if the decision is not appealed within 14 days of
the decision date.
APPEAL: This administrative land use decision will become final if not appealed in writing to the
Hearing Examiner on or before 5:00 PM on August 19, 2008. An appeal of the decision(s) must be filed
within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section
4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the $75.00
application fee to Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional
information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th
Floor, (425) 430-6510.
RECONSIDERATION: Within 14 days of the decision date, any party may request that a decision on a short
plat be reopened by the Administrator (Decision-maker). The Administrator (Decision-maker) may modify his
decision if material evidence not readily discoverable prior to the original decision.is found or if he finds there
was misrepresentation of fact. After review of the reconsideration request, if the Administrator (Decision-
maker) finds sufficient evidence to amend the original decision, there will be no further extension of the appeal
period. Any person wishing to take further action must file a formal appeal within the 14-day appeal timeframe.
EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A
single one (1) year extension may be requested pursuant to RMC 4-7-070.M.
THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one)
communications may occur concerning the land use decision. The Doctrine applies not only to the initial
decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date
must be made in writing through the Hearing Examiner. All communications are public record and this permits
all interested parties to know the contents of the communication and would allow them to openly rebut the
evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court.
Benson Heighis Short Plat Page 11 King Co. File No.: LOSS0007
City of Renton File No.: LUAOS-089, SHPL,A
A.
. .
~
King County
DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES
LAND USE SERVICES DIVISION
900 Oakesdale Avenue Southwest
Renton, WA 98057-5212
REPORT AND DECISION
SHORT SUBDIVISION File No. L08S0007
DESCRIPTION OF THE PROPOSED SHORT SUBDIVISION:
This is a short subdivision of a .39-acre parcel into 5 lots for duplex dwellings in the R-
18 zone. The proposed density is 20.5 dwelling units per acre. The proposed lot sizes
range from approximately 2,500 to 3,400 square feet. Please see attachment 1 for a
copy of the short plat map.
B. GENERAL INFORMATION:
Owner/Applicant:
Engineer:
STR:
Location:
Zoning:
Acreage:
Number of Lots:
Density:
Lot Size:
Proposed Use:
Sewage Disposal:
Water Supply:
Fire District:
School District:
Ariel Cruz
3318 30 1
h Avenue SW# 8506
Seattle, WA 98126
LO Engineering, LLC
Leonard DiFrancesco
. 105 Harvard Avenue E, # 106
Seattle, WA 98102
SE 29-23-05
10801 SE 1701h Street, Renton
R-18
.39 acre
5
18 du/acre
Ranges from 2,500 to 3,400 sq.ft.
duplex residential units
Soos Creek Water & Sewer District
Soos Creek Water & Sewer District
King County Fire District 40
Renton School District
Application Vesting Date: February 12, 2008
C. HISTORY and BACKGROUND
On November 6, 2007, the voters of Renton's Potential Annexation Area known as the
"Benson Hill Communities Potential Annexation Area approved a proposition to annex
to the City of Renton. Effective March 1, 2008, the City approved an ordinance to
accept the annexation area and all local governmental land use authority and
jurisdiction with respect to the Annexation Area transferred from the County to the City
upon the effective date. The City and the County approved execution of an lnterlocal
Agreement relating to the Annexation Area for the purpose of in part establishing the
Benson Heights
Short Plat
Page 1 of 10 L08S0007
D.
process and authority for discretionary decisions with respect to land use and permitting
from and after the date of annexation.
Therefore under the provisions of Section 2.3 of the agreement, the County has
prepared this report and recommendation to the City's designated decision-maker for a
final decision. The City is responsible for scheduling, providing notice, conducting any
appeals hearing and making any final decision this application. County staff will attend
an appeals hearing to testify with respect to analysis set forth in the County's report and
recommendation if the application is appealed.
The Subdivision Technical Committee (STC) of King County has conducted an on-site
examination of the subject property. The STC has discussed the proposed
development with the applicant to clarify technical details of the application, and to
determine the compatibility of this project with applicable King County plans, codes, and
other official documents regulating this development.
As a result of preliminary discussions, the applicant presented the Subdivision
Technical Committee with a revised site plan on June 25, 2008. The modifications
include provision of an adequate recreation area tract and minor technical adjustments
to the proposed drainage facility.
NATURAL ENVIRONMENT
1. Topography: Most of the site is level. There is a slight downward grade of
approximately 5 % in the southeast portion of the site.
2. Soils: One soil type is found on this site per the1973 King County Soil Survey.
The entire site is classified AgC. The following are AgC soil characteristics:
AgC -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium
and the hazard of erosion is moderate. This soil has a moderate limitation for
foundations due to a seasonally high water table and slope. It has a severe
limitation for septic tank filter fields due to very slow permeability in the
substratum.
3. Hydrography: A stream reconnaissance report was prepared by Altmann Oliver
Associates, LLC dated March 21, 2008, to evaluate and determine if the existing
drainage course (ditch) will meet the criteria for a stream under the Critical Area
Ordinance and thus would need to be regulated. The study concluded that the
existing drainage course does not meet the criteria for a stream. The King
County Senior Ecologist has reviewed the study and has performed a site visit.
He concurs with the report's findings and conclusion.
4. Vegetation: This site is primarily covered in pasture grasses. Scattered
evergreen and deciduous trees and brush occur in limited numbers.
5. Wildlife: Small birds and animals may inhabit this site; however, their population
and species are limited due to nearby development. No threatened or
endangered species are known to exist on or near the property.
6. Mapped Critical Areas: The Critical Areas Inventory does not identify any
mapped critical areas as being present on this site.
E. NEIGHBORHOOD CHARACTERISTICS:
The proper!~ is located on the southeast corner of the intersection of 1081
h Avenue SE
and SE 170 Street south of the City of Renton. 108th Avenue SE curves and becomes
Benson Road South, a short distance north of the site. The Site and the neighboring
properties were annexed to the City of Renton on March 1, 2008 as part of the Benson
Heights annexation.
The site and the properties to the south and north are zoned R-18. Properties across
the road to the west are zoned R-12 and are developed with single family houses.
Benson Heights Short Plat 2 L08S0007
•
Properties to the east of the site are zoned R-12 and are developed with multifamily
residential structures. There is a multi family residential development across the road
north of the site. The site itself is developed with a residential duplex. The building will
remain with each unit in the duplex placed on a separate lot.
F. DESIGN FEATURES
1. Lot Pattern and Density: The proposal includes creation of 5 residential lots,
two of which will occupy the existing duplex (one unit on each lot). The other
three lots will be developed with a residential duplex on each lot, (two units on
each}. A total of 8 dwelling units would be created as part of this proposal.
However, based on the site's size and zoning, no more than 7 dwelling units can
be created. The applicant is proposing to use the provision of KCC 21A.
34.040F4, Residential Density Incentive (Energy Conservation) to increase the
density to 8.
The site is within Y. mile of a metro bus stop with Y:, hour transit services during
the peak hours and hourly services during the nonpeak hours. The bus stop is at
the intersection of 108th Avenue and SE 176th along service transit line 169.
2. Access/Roadway Section: This site is bounded on the west by 108th Avenue
SE, an urban minor arterial, and on the north by SE 170th Street, an urban
subcollector street. The existing duplex currently accesses SE 170th Street
which will remain unchanged. The new lots will have access to SE 1701
h Street
via individual driveways.
The site's frontage along SE 170th Street is a substandard shoulder section.
This frontage will be improved to the urban standard consisting of curb and
sidewalk. Additional right-of-way will be dedicated. Urban improvements
currently exist along 108th Avenue SE. No additional improvements will be
required along this road frontage.
3. Drainage: Currently, the site slopes to the south where storm water runoff leaves
the site in the form of sheet flow. With the proposed development, runoff will be
conveyed to the SE 1 ?oth Street storm drainage system. Both flow paths
recombine in the 108th Avenue SE roadside storm drainage system. The Level 1
Downstream Analysis did not identify any flooding or drainage problems
downstream from the site. Small site BMP's will be used to meet flow control
and water quality requirements. Due to the frontage improvements and pipe
work, engineering plans and a targeted drainage review will be required.
4. Other Design Features: The proposal includes a 1,360-square-foot recreation
tract to be located on the northwest corner of the site. This meets the
requirements of KCC 21 A.14.180A.3 for on-site recreation space. This tract will
be improved with a tot lot area and landscaping.
G. PUBLIC SERVICES
1. Sewage Disposal: The applicant proposes to serve the subject subdivision by
means of a public sewer system managed by the Soos Creek Water and Sewer
District. A Certificate of Sewer Availability, dated January 24, 2008, indicates
this sewer district's capability to serve the proposed development.
2. Water Supply: The applicant proposes to serve the subject subdivision with a
public water supply and distribution system managed by the Soos Creek Water
and Sewer District. A Certificate of Water Availability, dated January 24, 2008,
indicates this water district's capability to serve the proposed development.
3. School facilities: The subject subdivision will be served by Cascade
Elementary, Nelson Junior High, and Lindberg Senior High Schools, all located
within the. Renton School District.
Benson Heights Short Plat 3 L08S0007
H.
I.
J.
4. School Access: The District has indicated that the future students from this
subdivision will be bussed to the elementary school and the high school. The
school bus pick-up location is at the intersection of 108th Avenue SE and SE
1701
h Street. There will be sidewalks from the site to the bus pick-up location.
The future students from this development will walk to the junior high school.
Walkway conditions to the junior high consist of sidewalks and paved shoulders.
5. Parks and Recreation Space: The nearest public park is Thomas Teasdale
Park located on Benson Drive South a few miles northwest of the site.
KCC 21 A.14 requires subdivisions in the UR and R zone classifications to either
provide on-site recreation space or pay a fee to the Parks Division for
establishment and maintenance of neighborhood parks. The applicant is
proposing to provide suitable recreation space. KCC 21A.14.190 requires
subdivisions to provide tot/children play areas within the recreation space on-site.
The recreation tract will be improved and landscaped.
SEPA THRESHOLD DETERMINATION:
This short subdivision application is exempt from review under the State Environmental
Policy Act (SEPA), RCW 43.21 C.
FINDINGS/CONCLUSIONS:
The subject subdivision will comply with the goals and objectives of the King County
Comprehensive Plan and will comply with the requirements of the Subdivision and
Zoning Codes and other official land use controls of King County (i.e. 2007 King County
Road Standards, 2005 Surface Water Design Manual, etc.), based upon the conditions
for final short plat approval.
DECISION:
Proposed Short Plat revised and received June 25, 2008 (Attachment 1) is granted
preliminary approval subject to the following conditions:
1. KCC Title 19A Compliance with Final Short Subdivision Requirements
A. The proposal shall comply with all platting provisions of the King County
Code.
B. The final short subdivision recording documents must be prepared by a
professional land surveyor, licensed in the State of Washington. These
documents shall comply with the conditions of approval listed in this letter.
C. The final review process must be completed prior to the recording of the
short subdivision or the sale of any lots contained within. The Department
of Development and Environmental Services (DOES) strongly ·
recommends that the Final Short Plat review package be submitted to the
department at least one year prior to the expiration date of the preliminary
approval letter.
D. All persons having an ownership interest in the subject property shall sign
on the face of the final short subdivision.
E. All utilities within proposed rights-of-way must be included within a
franchise approved by the King County Council prior to final short plat
recording.
F. Prior to recording, KCC 19A.08.160 requires that drainage facilities and
erosion control measures are in place consistent with K.C.C. 9.04.090.
Benson Heights Short Plat 4 L08S0007
2.
3.
The applicant's preliminary plat map shows certain planned improvements to be
constructed on each of proposed Lots 1 -3, including duplex residences,
driveways, walkways, and a patio at the rear of the duplex residential buildings.
The preliminary approval of this short plat application to create five lots (labeled
Lots 1, 2, 3, A and B) should not be construed as an approval of these planned
improvements, nor an endorsement that such improvements will meet zoning
dimensional requirements and will fit on these lots. Review and approval of
these planned improvements and uses for these lots will occur through the
building permit review process, following the recording of the subject short plat.
2007 King County Road Design & Construction Standards. (KCRD&CS)
Roadway improvements are required to address access requirements and
impacts to existing roads and right-of-way. The extent of improvements
(conditioned below re · submittal of eiigineenng plan and profiles and
review fees. Plans shall be prepare an stampe y a professional
engineer licensed in the State of Washington and contain the applicable
elements outlined in 2007 KCRD&CS and/or the 2005 Surface Water Design
Manual (see Section 2.2.2). (Please note that the applicant should submit the
plans a minimum of one year prior to the preliminary approval expiration date).
Please see Condition# 3 for additional drainage submittal requirements.
All construction and upgrading of public and private roads shall be done in
accordance with the 2007 KCRDCS established and adopted by Ordinance No.
15753, as amended. The proposal shall meet the following conditions:
A. SE 170th Street is classified as an urban subcollector street (KCRD&CS,
Section 2.03.B). Urban frontage improvements (including curb gutter and
sidewalk) shall be constructed along the frontage and additional right-of-
way (ROW) shall be dedicated to provide a total of 24 feet measured from
the ROW centerline.
B. 108th Avenue SE is classified as a minor arterial street (KCRD&CS
2.03(A)). Direct access to arterial roads is controlled with infrequent
access points (Section 2.03.B). No direct access shall be permitted from
the abutting lot. A note to this effect shall be recorded with the short plat.'
C. The curb and sidewalk return at the intersection of 108th Avenue SE and
SE 170th Street shall be reconstructed to current standards including
sidewalk ramps (Figure 3-010) and curb return radius (Section
2.1 O.A.3.a). Additional right-of-way shall be dedicated to provide a 25'
right-of-way line radius at the corner (Section 2.1 O.A.4 ).
D. Driveway connections shall comply with KCRD&CS Standard Drawing 3-
004.
E. Modifications to the above road improvement conditions may be
considered by King County.pursuant to the variance procedures in
KCRDCS 1.12. Any request for a road variance shall be submitted to
DOES on the appropriate form and with the minimum fee deposit. Other
engineering details that may be shown on the preliminary site plan with
the exception of the above may not have been reviewed for compliance
with KCRDCS. If differences exist, the final design shall be modified to
mee.t KCRDCS. In addition to the above conditions, a right-of-way
construction permit is required for any utility work in County right-of-way.
F. Street trees shall be included in the design of all road improvements, and
shall comply with the KCRD&CS, Section 5.03
Benson Heights Short Plat 5 L08S0007
4. Surface Water Management and Control (Title 9 KCC), 2005 King County
Surface Water Design Manual (SWDM)
5.
The required improvements for this short plat qualify for Targeted Drainage
Review, Category# 2, as outlined in Chapter 1.1.2.2 of the 2005 SWDM. Prior
to short plat recording, the applicant shall submit drainage plans (combined with
road improvement plans) and a technical information report to address the
applicable design requirements shown in the KCSWDM.
A. Drainage plans and analysis for lot improvements (houses driveways and
parking areas) shall be provided prior to recording and shall comply with
the 2005 SWDM. DOES approval of the drainage plans is required prior
to any construction.
B. Standard plan notes and a construction sequence as specified in the
SWDM shall be shown on the drainage plans. See KCRD&CS, Section
78).
C. To implement the required Best Management Practices (BMP) for
treatment of storm water, the final engineering plans and technical
information report (TIR) shall clearly demonstrate compliance with all
applicable design standards. As described in Chapter 5 of the drainage
manual, a subdivision project may implement the required BMPs or defer
the BMP requirements until future review of building permits. In either
case, the final engineering plans shall clearly indicate the applicable BMP
standards and requirements for implementation on the recorded plat. Any
proposed clearing and grading of the site shall also comply with the soil
amendment requirements in KCC 16.82.100.
D. If the storm water BM P's are deferred until building permit review, the
following note shall be shown on the final recorded plat:
"Permit applications for buildings or other improvements constructed on
lots created by this subdivision must be reviewed by King County for
compliance with Best Management Practices (BMP's) and other
applicable drainage standards as specified in the SWDM. As determined
by King County, the permit applicant for each lot must prepare a drainage
site plan with procedures for design and maintenance details, and record
a declaration of covenant and grant of easement for implementation of the
BMPs."
E. Consistent with authority and procedures outlined in Chapter 1 .4 of the
KCSWDM, drainage adjustments to any of the above requirements may
be considered. Adjustments shall be submitted to DOES on the
appropriate form and with the appropriate fee deposit.
Site Improvement Inspections, Fees & Financial Guarantees ( Title 19 & 27)
This short plat is required to construct frontage improvements and drainage
facilities. _Approved engineering plans, inspection fee and applicable financial
guarantees are required prior to either starting construction or recording this
sl ,o, t plat. Al the tlrne of engineering plan approval, the applicant will be notified
of the fee amount that will be required to inspect construction (which shall be
deposited with ODES) and of the financial guarantee amount(s) required prior to
scheduling of the pre-construction meeting. Please note that the pre-
construction meeting is mandatory prior to the start of any work (including site
clearing), or the recording of the short plat.
6. Health (KCC 13)
This project is exempt from further King County Heath Department review.
However, if improvements are required by the sewer and/or water purveyor to
serve the lots in this short plat, then written documentation shall be provided
from said purveyor(s) to verify that the required improvements have been
Benson Heights Short Plat 6 L08S0007
bonded and/or installed, and all necessary easements have been provided, prior
to final recording of the short plat.
7. Building and Construction Standards (Title 16)
The site plan identifies 8 trees with a circumference of 8 inches or larger. The
applicant shall comply with all applicable provisions of KCC Chapter 16.82,
including KCC 16.82.156 concerning the preservation of "significant trees" on
short subdivisions located in the King County "Urban" designated area. A
detailed tree retention plan, which complies with KCC 16.82.15682 and other
applicable requirements of this Code section, shall be submitted to ODES for
review and approval prior to engineering plan approval (if required), or prior to
final short plat approval where engineering plans are not required. Bonding may
be required by DOES to assure implementation of the tree retention/replacement
plan. No clearing or grading of the site shall occur until DOES approves the
detailed tree retention plan (and engineering plans where required).
8. Fire Code /KCC 17) -Section 902 of the 1997 Edition of Uniform Fire Code-
The existing fire hydrant and the available fire flow and fire apparatus access are
adequate. Fire Marshal approval is granted with no additional requirements.
9. Density and Dimensions (KCC 21A.12) All lots shall meet the density and
dimensions requirements of the R-18 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 lots may be approved at the discretion of the
Department of Development and Environmental Services. The proposal shall
meet the following:
A. The proposal is using the provision of KCC 21A.34.34.040.F4 to increase
the density to a total of 8 units. A duplex building consisting of two
dwelling units may be constructed on the new lots (Lots1-3).
B. The proposal is to retain the existing duplex building with each unit on its
underlying lot (Lots A and B). Prior to the final approval, the applicant shall
demonstrate that the existing building meets the building code
requirements where attached units are located on two separate Jots.
10. Recreation Tract. KCC 21A.14.180
At a minimum a 1,360 square feet recreation tract shall be provided consistent
with the requirements of KCC 21A.14.180 and KCC 21A.14.190 (i.e., sport
court[s], children's play equipment, picnic table[s], benches, etc.).
A. A detailed recreation space plan (i.e., landscaping in accordance with
21 A.16, equipment specs, fencing, etc.) with appropriate fees shall be
submitted for review and approval by ODES prior to or concurrent with the
submittal of the final plat documents. This plan shall include location, area
calculations, dimensions, and finish grade.
B. A performance bond for recreation space improvements sha.11 be posted
prior to recording of the plat.
C. A homeowner's association or other workable organization shall be
established to the satisfaction of DOES which provides for the ownership
and continued maintenance of the recreation tract.
Benson Heights Short Plat L08S0007
11. Street Trees (KCC 21 A.16) -Street trees shall be provided as follows (per KCRS
5.03 and KCC 21 A.16.050):
A. Trees shall be planted at a rate of one tree for every 40 feet of frontage
along all roads. Spacing may be modified to accommodate sight distance
requirements for driveways and intersections.
B. Trees shall be located within the street right-of-way and planted in
accordance with Drawing No. 5-009 of th.e 2007 King County Road Design
and Construction Standards, unless King County Department of
Transportation determines that trees should not be located in the street
right-of-way.
C. If King County determines that the required street trees should not be
located within the right-of-way, they shall be located no more than 20 feet
from the street right-of-way line.
D. The trees shall be owned and maintained by the abutting lot owners or the
homeowners association or other workable organization unless the
County has adopted a maintenance program. Ownership and
maintenance shall be noted on the face of the final recorded plat.
E. The species of trees shall be approved by DOES if located within the
right-of-way, and shall not include poplar, cottonwood, soft maples, gum,
any fruit-bearing trees, or any other tree or shrub whose roots are likely to
obstruct sanitary or storm sewers, or that is not compatible with overhead
utility lines.
F. The applicant shall submit a street tree plan and bond quantity sheet for
review and approval by ODES prior to engineering plan approval.
G. The applicant shall contact Metro Service Planning at 684-1622 to
determine if 108 1h Avenue SE and SE 1701h Street are on a bus route. If
either is on a bus route, the street tree plan shall also be reviewed by
Metro.
H. 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 two 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 two
years. After two years, the maintenance bond may be released after
DOES has completed a second inspection and determined that the trees
have been kept healthy and thriving.
12. Road Mitigation Payment System
The applicant or subsequent owner shall comply with Road Mitigation Payment
System (MPS), King County Code 14.75, by paying the required MPS fee and
administration fee as determined by King County Department of Transportation.
The applicant has an option to either:
A. Pay the MPS fee at final short plat recording. If this option is chosen, the
fee paid shall be the fee in effect at the time of short plat application and a
note shall be placed on the face of the short plat that reads, "All fees
required by King County Code 14.75, Mitigation Payment System (MPS)
have been paid." Or
B. Pay the MPS fee at the time of building permit issuance. If this option is
chosen, the fee paid shall be the amount in effect as of the date of the
building permit application.
Benson Heights Short Plat 8 L08S0007
Other Considerations
A. 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, but not be limited to, obtaining a forest
practice permit, an HPA permit, building permits, and other types of entitlements
as necessitated by circumstances.
B. Development of the subject property may require registration with the
Washington State Department of Licensing, Real Estate Division.
Parties and Persons of Interest:
BOTTHEIM STEVE SUPERVISOR, CPLN LUSD MS OAK DE 0100
CLAUSSEN KIM PPMIII, CPLN LUSD MS OAK DE 0100
CRUZ ARIEL, 3318 30TH AVE SE #8506 SEATTLE WA 98126
DEHKORDI FERESHTEH PPMII, CPLN LUSD MS OAK DE 0100
DIFRANCESCO LEONDARD, 105 HARVARD AVE E #106 SEATTLE WA 98106
FGMU/DDES
FOLLMER MARK PRELIM REVIEW ENGR, ERS LUSD MS OAK DE 0100
FOSTER CURT SR ENGR, ERS LUSD MS OAK DE 0100
GREENE LYNDA A, 10824 SE 170TH ST B206 RENTON WA 98055
HENOCH LANNY PPMIII, CPLN LUSD MS OAK DE 0100
LYON ROBERT B, 10817 SE 170TH ST RENTON WA 98055
TENG. NGY, 17003 ·-105TH AVE SE RENTON WA 98055
TOWNSEND STEVE SUPERVISOR, LUIS/LUSD
WHITING KELLY .KC DOT, ROAD SVC DIV MS OAK DE 0100
Benson Heights Short Plat 9 L08S0007
RIGHT TO APPEAL
This action may be appealed in writing to the King County Hearing Examiner, with a fee of
$250 (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 ( to be determined by the City). 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: 1) 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, WA 98055-1219
Any party may make a request for a pre-hearing conference. 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.
Benson Heights Short Plat 10 L08S0007
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KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL
1.2 CORE REQUIREMENTS
1.2.1
•
This section details the following eight core requirements:
• "Core Requirement #l: Discharge al the Natural Location," Section 1.2.1
• "Core Requirement #2: OfTsite Analysis," Section 1.2.2 (p. 1-21)
• "Core Requirement #3: Flow ControL" Section 1.2.3 (p. l-27)
• "Core Requirement #4: Conveyance System," Section 1.2.4 (p. 1-45)
• "Core Requirement #5: Erosion and Sediment Control," Section 1.2.5 (p. 1-51)
• "Core Requirement #6: Maintenance and Operations," Section 1.2.6 (p. 1-54)
• "Core Requirement #7: Financial Guarantees and Liability," Section 1.2. 7 (p. 1-55)
• "Core Requirement #8: Water Quality," Section I .2.8 (p. 1-57).
CORE REQUIREMENT #1:
DISCHARGE AT THE NATURAL LOCATION
All surface and storm water runoff from a project must be discharged at the natural location so as not lo be
diverted onto or away from downstream properties. The manner in which runoff is discharged from the
projecJ sile must not create a significant adverse impact to downhill properties or drainage systems (see u
1 "Discharge Requirements" below). Note: Projects that do not discharge all project sile ronojf at the natural • • location will require an approved adjustment of this requirement (see Section 1.4). DDES may waive this
: aqjustment, however.for projects in which on/v a small portion of the project site does not discharge runoff at
the natural location and the runoflfrom that portion is unconcentrated and poses no significant adverse
impact to downstream properties.
..
Intent: To prevent adverse impacts to downstream properties caused by diversion of flow from one flowpath
to another, and to discharge in a manner that docs not significantly impact downhill properties or drainage
systems. Diversions can cause greater impacts (from greater runoff volumes) than would otherwise occur from
new development discharging runoff al tl1c natural location. Diversions can also impact properties that rely on
runoff water to replenish wells and ornamental or fish ponds.
Cl DISCHARGE REQUIREMENTS
Proposed projects must comply with the following discharge requirements (I, 2, and 3) as applicable:
I. Where no conveyance system exists at the abutting downstream property line and the natural (existing)
discharge is unconcentratcd, any runoff concentrated by the proposed project must be discharged as
follows:
a) IF the JOO-year peak discharge" is less than or equal to 0.2 cfs under existing conditions and will
remain less than or equal to 0.2 cfs under developed conditions, THEN the concentrated runoff
may be discharged onto a rock pad or to any other system that serves to disperse flows.
b) IF the I 00-year peak discharge is less than or equal to 0.5 cfs under existing conditions and will
remain less than or equal to 0.5 cfs under developed conditions, THEN the concentrated runoff
may be discharged through a dispersal trench or other dispersal system provided the applicant can
demonstrate that there will be no significant adverse impact to downhill properties or drainage
systems.
16 Peak discharges for applying this requirement are determined using KCRTS with 15-minute time steps as detaf1ed in Chapter 3.
2005 Surface Water Design Manual 1124/2005
1-19
SECTION 1.2 CORE REQUIREMENTS
l/2412005
c) IF the 100-year peak discharge is greater than 0.5 cfs for either existing or developed conditions.
or if a significant adver~e impact w downhill properties or drainage systems is likely, THEN a
conveyance system mu.st be provided to convey the concentrated runoff across the downstream
properties to an acceptable di.s.i.::harge point.17 Drainage easements for this conveyance system
must be se{;ured from downstream property owners and recorded prior to engineering plan
approval.
2. IF a proposed projecl. or any natural discharge area within a project, is located within a Landslide
Hazard Drainage Area and drains !}Ver the erodible soils of a landslide ha;.ard area with slopes
steeper than 15%, THEN a tightlinc system must be provided through the landslide hazard area to
an acceptable discharge point unless one of the following exceptions applies. The 1ightline system
must comply with the design rcquircmcnls in Core Requirement #4 and in Section 4.2.2 unless
otherwise approved by DDES. Drainage easements for this system must be secured from downstream
property owners and recorded prior to engineering plan approval.
Exceptions: A tightline is nol required for any natural discharge location where one of the following
conditions can be met:
a) Less than 2.000 square feel of 11ew impervious surface will be added wilhin the natural
discharge area, 0 R
b) All runoff from the natural di.,·cl,urgearea will be infiltrated for runoff events up to and
including the 100-year evenl, OR
c) The developed conditions runof/vulume16 from the natural discharge area is less than 50% of
the existing conditions runoff volume from other areas draining lo the location where runoff from
the natural discharge area enters the landslide hazard area onlo slopes steeper than 15%, AND
tbe provisions of Discharge Requirement I are met, OR
d) DDES determines that a tightlinc system is not physically feasible or will create a significant
adverse impact based on a soils report by a geotechnical engineer.
J. For projects adjacent to or containing a landslide, steep slope, or erosion hazard area as defined in
KCC 21 A.06, the applicant must demonstrate that onsite drainage facilities and/or flow control BMPs
will not create a significant adverse impact to downhill properties or drainage systems.
17 Acceptable discharge point means an enclosed drainage system (i.e., pipe system, culvert, or tightline) or open drainage
feature {e.g., ditch, channel, swale, stream. river, pond. lake, or wetland) where concentrated runoff can be discharged without
creating a significant adverse impact.
18 For the purposes of applying this exception, the developed conditions runoff volume is the average annual runoff volume as
computed with KCRTS per Chapter 3. Any areas assumed not to be cleared 'Nhen computing the developed conditions runoff
volume must be set a:5-ide in an open space tract or covenant in order for the propased project to qualify for this exception.
PreservaUon of existing forested areas in Landslide Hazard Drainage Areas Is encouraged.
2005 Surface Water Design Manual
1-20
1.2.2
1.2.2 CORE REQUIREMENT #2: OFFSITE ANALYSIS
CORE REQUIREMENT #2: OFFSITE ANALYSIS
All proposed projects must submit an offsite analysis report that assesses potential offsite drainage impacts
: associated with development of the project site and proposes appropriate mitigation of those impacts. The
• initial permit submittal shall include, at minimum, a Level I downstream analysis as described in Section
T 1.2.2.1 below. If impacts are identified, the proposed projects shall meet any applicable problem-specific
requirements for mitigation of impacts specified in Section 1.2.2.2 (p. 1-24).
Intent: To identify and evaluate offsite flooding and erosion problems that may be created or aggravated
by the proposed project, and to ensure appropriate measures arc provided for preventing creation or
aggravation of those problen1S. In addition, this requirement is intended to ensure appropriate provisions
are made, as needed, to mitigate other identified impacts associated with the quantity of surface and storm
water runoff from the project site ( e.g .. impacts to the hydrology of a wetland as may be identified by a
"critical area report" per KCC 2 IA.24.110).
The primary component of an offaitc analysis report is the downstream analysis, which examines the
drainage system within one-quarter mile downstream of the projel'I 3·ite or farther as described in Section
1.2.2.1 below. It is intended to identify existing or potential/predictable downstream flooding and erosion
problems so that appropriate mitigation, a,; specified in Section l.2.2.2 (p. 1-24), can be provided to
prevent aggravation of these problems. A secondary component of the offsite analysis report is an
evaluation of the upstream drainage system tu verify and document that significant flooding and
erosion impacts will not occur as a result of the proposed project. The evaluation must exrend upstream to
a point where any backwater effects created by the project cease.
0 EXEMPTION FROM CORE REQUIREMENT #2
A proposed project is exempt from Core Requirement #2 if any one of the following is true:
l. DDES determines there is sufficient information for them to conclude that the project will not have a
significant adverse impact on the downstream and/or upstream drainage system, OR
2. The project adds less than 2,000 square feet of new impervious surface, AND less than 35,000 square
feet of new pervious surface, AND does not construct or modify a drainage pipe/ditch that is 12
inches or more in size/depth or that receives runoff from a drainage pipe/ditch that is 12 inches or
more in size/depth, AND does not contain or lie adjacent to a l,mdsf;de, steep slope, or erosion
hazard area as defined in KCC 21 A.06, OR
3. The project does not change the rate, volume, duration, or location of discharges to and from the
project site (e.g., where existing impervious surface is replaced with other impervious surface having
similar runoff-generating characteristics, or where pipe/ditch modifications do not change existing
discharge characteristics).
l.2.2.1 DOWNSTREAM ANALYSIS
The level of downstream analysis r~quircd depends on specific site and downstream conditions. Each
project submittal must include at least a Level l downstream analysis. Upon review of the Level l
analysis, DDES may require a Level 2 or Level 3 analysis. If conditions warrant, additional, more detailed
analysis may be required.
The Level 1 downstream analysis is a qualitative survey of each downstream system and is the first step
in identifying flooding or erosion problems as described below under "Downstream Drainage Problems
Requiring Special Attention." Each Level I analysis is composed of four tasks at a minimwn:
• Task 1: Define and map the study area
• Task 2: Review all available information on the study area
• Task 3: Field inspect the study area
2005 Surface Water Design Manual t/2412005
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•
SECTION 1.2 CORE REQUIREMENTS
1/24/2005
• Task 4: Describe the drainage system, and its existing and predicted problems.
Upon review of the Level I analysis, DOES may require a Level 2 or 3 downstream analysis, depending
on the presence of existing or predicted flooding. erosion, or nuisance problems identified in the Level I
analysis.
Levels 2 and 3 downstream anal)'Sis quautify downstream probJems by providing information on the
severity and frequency of an existing problem or the likelihood of creating a new problem. A Level 2
analysis is a rough quantitative analysis (non-survey field data, uniform flow analysis). Level 3 is a more
precise analysis (survey field data, backwater analysis) of significant problems. If conditions warrant,
additional, more detailed analysis may be required beyond Level 3. For Levels 2 and 3 downstream
analysis, an additional Task 5, addressing mitigation of existing and potential problems, wiU be required.
Extent of Downstream Analysis
The downstream analysis musl consider the existing conveyance system(s) for a minimum tlowpath
distance downstream of one-quarter mile and beyond that, as needed, to reach a point where the project
site area constitutes less than 15% of the tributary area This minimum distance may be increased as
follows:
• Task 2 of a Level I downstream analysis (described in detail in Section 2.3.1.1) is a review of all
available infonnation on the dowru.trcam area and is intended to identify existing drainage problems. In
all cases, this information rn..,iew shall extend one mile downstream of the project site. The existence of
flooding or erosion problems further downstream may extend the one-quarter-mile minimum distance
for other tasks to allow evaluation of impacts from the proposed development upon the identified
problems.
• If a project's impacts to flooding or erosion problems are mitigated by improvements to the
downstream conveyance system, the downstream analysis will extend a minimum of one-quarter mile
beyond the improvement. This is necessary because many such improvements result in a reduction of
stonnwater storage or an increase in peak flows from the problem location.
• At their discretion, ODES may extend the downstream analysis beyond the minimum distance
specified above on the reasonable expectation of drainage impacts.
A detailed description of the scope uf offsite analysis and submittal requirements is provided in Section
2.3. J. I. Hydrologic analysis methods and requirements for Levels 2 and 3 downstream analysis are
contained in Chapter 3; hydraulic analysis methods are contained in Chapter 4.
0 DOWNSTREAM DRAINAGE PROBLEMS REQUIRING SPECIAL ATTENTION
While the area-specific flow control facility requirement in Core Requirement #3 (Section 1.2.3.1) serves
to minimize the creation and aggravation of many types of downstream drainage problems. there arc some
types that are more sensitive to creation/aggravation than others depending on the nature or severity of the
problem and which flow control facility standard is being applied. In particular, there are three types of
downstream drainage problems for which the County has detennined that the nature and/or severity of the
problem warrants additional attention through the downstream analysis and possibly additional mitigation
to ensure no creation/aggravation:
l. Conveyance system nuisance problems
2. Severe erosion problems
3. Severe flooding problems.
These three types of downstream drainage problem are further described below and precisely defined at
the beginning of Chapter I.
2005 Surface Water Design Manual
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