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Home My WebLink AboutReport 010 !; '~ ;i ~ ~-8; , I ' ! l j ! l --·- 11~ 1' 1' F, F, : l 9109~\£5::~~ 500 t SEA mr. W.t 98115 Pl,0,,9, (206) 261-8206 I i I i----' \_ J ' I • i • i • --~ I • i • t--- I : .~ I 11~' Ji1 I i:i, I 0 I / /.!1 -4' '-/ # @ i ' ~~ ~ i?=~ ' •a • ;;~ " lie! • !1 a • 8~ § !tE <;,~ z:,i; ~~ i~ ~~ "' .... 8i ~1 fA !.r:::: ' ® " q~ r )> ~1 z :l • z -" c :! G) V) oO Q 0g IT1 ~ 0 ~;i C r !'.! l "' ,i" ,. -: ~Vl o"';i::I,1:--< ~~ i!~~~~ ,.,---, Z-<ii1o> i:iil 5i,a;;!~O ~~ ffla~;:i~~ ~~ ~ ~~l~~ i3~ ~~ Fv13 er-~r..J --.,"' ~ffl ~ ~~~~: ~c ca '"'~c:--< z i2 ~!fl~; ~g; ~ ;i;'~~il o . ,., z"' o ~:,. '.i ~cii~!"' 3~ 0 r;;~ .... . ~ ~ ~~~;; "'z .... z ~ ~ ~:.J~o i ! i~i~ ~-!. ~ ~ ~ n~"'. '-: '" ., ~;; I ~ '" ~~ ., 0~ 0 ,, ;~ s, /ii!!>! a I 06 b~" ~§ ~~ '"t ! STEVENS POINT SHORT PLAT JAEGER ENGINEERING UNDSCII£ PUN 57F\JFN$ A.£. NW O NW Jrd er. 9419 Soulh 204/h Pim;,, Kenl, WA 98031 Pho,,& No. (253) 850-0934- Fa• No. (25J) 850-01.55 )> " 0 ;u :::l 0 z 0 --~ " z :I: '-:!- V) IT1 () ~ :::l 0 z ~ . SXJ 0 a --< 0 ~ V) I " "' "' l ;u )> z G') IT1 u, f'1 ~ ;::: A PORTION of the N.W. 1/4, SECTION 18, TOWNSHIP 23 N .. RANGE 5 E., W.M. PR:::LIM. GRADING QUANTITIES: rJLL: 8CO CY ::u-, SOO CY ';:?_:<,~ ,-::JM.Ia_:_:_1 TOTAL TREES sON-SlT[J: TREES TD BE '<EMDVED, " 14 STREETS) 5 (1 IN FUTURE TREES TD BE RETAINED· REQUIRED NUMBER OF TREES TD BE RETAINED 309-D = 5.4 I ' ~ ,, ," r·""""""f·-··--·--r-··---, I '()!', ·'' I ,,,,,..,,.J ---,- I . ,-- -:ro6J~~<~:~i,,t"""''"'"' Roo i k~_..,,11~,;&;~~ ,·t'" I I-· _/ '+ _J __ _ L ~!MIS N. I« Jrd O:luf1 ' ------------ .'l i f ... ,s I :t BOUNDARY AND TOPOGRAPHY SURVEY BY -----:a~~---;;;rs.= I --1 Schroeter I o.nci ~ Surveying PROFESSIONAL LAND SURVEYORS P.O. Bo~ 913, S~cl-.t,rst, 1/os~;~i;,ton 90062 (206) 242-6b21 FAX (206)243-%79 =· "-" ~ _3 ~ -' f:"'!'~!""0"« .o.q<Mmont' ~.-,- ... ~~.U.:!i I (Swlh;lOfoo(Qf\hoNo,thl4,I) .J I I ! .. l) I I ~ ,, L ~J f-• I LEGEND EXJSTING TREES ,s,s'1.l!'cott"",~"" TREES TO BE REMOVED ~13'••P'~ PROPOSED CONTOUR ------mm----- EX!STING CONTOUR PROPOSED ROCKERY = FILTER FABRIC SILT FENCE CLEARING LIMITS ~ SECTION ' B C D 1~' Ul!lllH t.,-.,..,, "oe.fll11QJ222=· lcl9«)3222= ~-r_.;:.5 ,;.:.J.liC,72'~ PERCENT AREA LENGTH HEIGHT 119% 109% 113% 911, 100% 133% 1349 SF 52' 62' 978 SF 55' 60' 2856 SF 46' 52' 2019 SF 46' 42' 964 SF 22' 22' 375 SF IS' 20' S.C...lh JO loot of lh• Horth 11~ '""' lor r<><>O Roe. f<Jll&<-19 __ :::.,~=t t~; .!~'~:. ::" .. ':' N°"" 1"5 •oot of th••• 1/4 ol tho NW 1/4 of SO<. 18_ TW<, A5!:. WM") ;:~~.-., ! I GRAPHIC SCA.LE k-• ..1..J-4' ·r ,!:~) .. I i ' ' ~ " , -SITE ~ " A°IEs: ~, WAs><IN~l!W --~ 111.HClf'.4(. -· ti M!P(A:/Tll'~_i_ VICINITY MAP N.T.S ....... ; I ~--· --~ . ---"-~~ I . ~ .... i N.tt: ,w, ST. (LJ"""""'llf0) cu:AAJNG L1"1T3 nurn F"'""'c SIU "ENCE OWNER Todd Shirley 5752 271.~ Ave. NE Seattle, WA 206-261 -8206 "-. \J Jt I! I 111 I : ij/ ~ i,.,~·m~ • • I OCD/CAJro AS -t5 t.l AOO/TDIIJ. f< 0 W. 'J/ .-ti [)(J5t. E00£ "51>HM_T I I /' j ~r~~~ j' /~,= w ,. + I I I (!) z er:"' .. tjlL ~~ z~~H; -"°'"'"" Clf: -~~ Z:E;~£ w ~..::~ ~ (/'J !:; • ., e::: ~"" 5 ~ w~ -£"' (!) w <( .., e~ I ,... ~ il~ ~ ~hi ~ ·~ ,i .. , ' ~ii! ~~I" ~ ~ :l §~ ~ .,,~ !. -. :;,:<:" ! ~ I ~~ ~ ~E ~ "'I"".,; "'bj} ~ Cl -""""- ,. -40• ""'"""n.........w__ ,,..._.,.,.........w__ _,_J__ _] __ " [-" ,. •• " ~~ i ~ :-. . i_ ? "~ ' ~ ' s s E l APPLICANT >.ND OWN81 ~ s i " • TODD SHIRLEY < ,1 ,~ C s 970,; 3ra 4\1£. NE:, S,.JJTE 500 --~1"' • 5E:A":'"":, .. E WA. 98'"!5 ~I g_ 1", F'nor.e: (2.06) 261-8206 ' ' i ' lJ\ -~ PR(l.£CT: -~ STEVENS POINT SHORT PLAT 6 i..OTS NEIGHBORHOOD DETAIL MAP STEV£NS AVE. NW@ NW 3rd CT. ··--_8!11:l-JA.VE.s ,_,._.,, 'i -- JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) B50-0934 Fax No. (253) 850-0155 )> iJ 0 ;u :::J 0 z 0 - U) fT1 0 :::J 0 z :;a )> z G) fT1 (J1 fT1 A PORTION of the N.W. 1/4, SECTION 18, TOWNSHIP 23 N., RANGE 5 E., W.M. = WA.SH1"G7CW J60 '" ' ~: ,, 0 ' 350 !I 3'5 t ,! ii !, IL~I· C.L I§ rnsr,J!"'j:rt.r ~ c..., :.. :,a:;v~~NT'fn --[',, 3,0 ,,, I 330 o~oo ', ···, .. ~ 1+00 2+00 3+00 PROnU -n .,,,, er./ PRlVAn" mwD SOLE: HORIZ: r· ~ w· \£RC 1· ~ 5' -·,,""'1"·-··-··-·r-··-·· : I -;· · .. _.,,; I 'J. 2~· Pul>'lcUtlityE....,,ontffoe. ,200Jl20200!79' __J ---· ::"-! :~";:!.!'~~ ~ llflERS r<l'!wrs•-• lf..::."*11:ioZoo17:o -'W ... '5.-., N.11! >dc«Jrl~. ,-, ·--·--· ~:·· . .511,Lll!w,--l . Ci"""U.A\'E"'.~-.~ ~i ! " I BOUNDARY AND TOPOGRAPHY SURVEY BY Scrroeter LQncl ~ Surveying PROFESSIONAL LAN·J SURVEYORS L P.O. Bo, mJ, SHhw~st, \,'~5hl~g~o~ 98062 (206) 242-6&21 FAX (206)243-9679 -....I..-_, r' ____ l_ .. ~::;:..c.; Jo"'tMt"'l"'°""•""-11··1 .•'r - -~oe~:~~!2 1' ';.,~~ (S<,.,t• ,JO,.,,, •• "'""'" ,,.5 ,~,) L LEGEND ,, ,! " I'--- ' -. I PROPOSED CONTOUR ---mill1------ EXISTING CONTOUR EXIST. VATER MAIN ----;;-- PROPOSED WATER MAIN------ EXIST, SEVER MAIN __ ,__ __ PROPOSED SEVER MAIN --,0..--- PRDPDSED STORM DRAIN ---..C,~- ~- NOIES I. REOUf:ST FOR fLJMINA nON OF N£W CU/?8, GUT!ER &: S/D[WALK ALONG STEVfNS AV[ NW. SI/All e£ $1)[/AllrfEO TO THE CITY. 2. LOT 1 &: LOT 2 SHAI.L HAV[ BAS[MWT GARAGES. J. HOUSES ON to75 4-6 SHALL INCLUOC FIRE SPR/r/Kl£R SYSTEMS. 4 ORA/NAG€ D[T[NTl()N NOT R[QUIRl"D P[R 1990 KCSWD/,,/, Ni:GLIG/81£ INCREASE OF PEAK RATf RUNOFF -i:t1',:U·-'r:k~'!.or\h~~-~ - ~~"';'";',:.t ~~'° .!~\~l~, ~:"th~ N«I,·, 145 fMt of tho NW 1/4 o! tho NW 1/4 of SO<. 18, T:2311, RS£. W.11.") I l • i l ··= IIU1'ICIP'"- A'f!PORT SITIE t. ~'-t"-s: •··. ) "--· '·, 'It>.. ·-~'-~~ '-r,rof/T >l'AY2_ \11CINITY MAP N.T.S. -~~ ~-~ N.tt, .fllt sr. (-OVID) <07 J ""1¥f""Y H fX1Sf. •ca:ss CASEA/fljr - \j . I J;,,_.1 . -f''J I " . ., I! ~i . n_o~--,1 ·1", ~~~:; A5 ---.-~ ~-1AOOIJTCWAl.~OW. --\r-----~--"~~- S:i Cl z Q'. ...... w g ;;:::;i wo::::n-'¥ 2£~~~ c:,~ .~; Z£~t!.1S_ t,J~-g{ 1 . . O'.'.t'' ]& W• • Cl w 4: -, e~ ... ~ ~ ~t; ili e • ... Q • , •_ti:>_N!;ll'SSll,...HOU" t , OGE "5PH"-l _ --,;,r--1 ~:,r·E:<1Sl. E ~-, IT-. r-/ ; ... -__ ·· .... "'. . ,~., I .J,tJT_~ ·, I . I ~ ti: "'" , es 0£, ~ .. ii I GRAPHlC SCALE be .U T I ( ..... , I °'°" • ... ft. .1e·~· ,,,,,,.,, '\. PRrs>G= 10 PRtV•lf" DIIA,;.,.Gla 1 f•SDKNr \ OWNER: Todd Shirley · ....... "' . I Ti°!:~. --~ ., :?1_ I ""'~··· 1· l..011 ',.~...;:_ · ·· rr,1 J: /r>:.OITCH M'';',, . ~· + /"'~ I l . I I 111 ~' I r 5752 27th Ave. NE Seottle, WA " ff:' 206-261-8206 II ,~ d "' 8 ~ I.; ii_' i lu 1!l ;; a;~~--1 1=:! ~~-~ ~I~ i, i ~ ~ ~ if ~ I " O"'''"~ ----, •• 4(]" --~ """" ,~___...i__ _, I __ ·'-- ~, A PORTION of the N.W. 1/4, SECTION 18, TOWNSHIP 23 N., RANGE 5 E., W.M. .,,.5..,,,.,mw ' ~ '------ LEGAL DESCRIPTION f"HE SOUTH I IS FEET OF THE N(lllm 230 FEET OF Tl-IE NORTWNEST QUARTER OF THE NORTHWEST QUARTER Of SECTION 18, TO'M'>ISHIP 23 NORTH. RANGE 5 EAST. W.M .. IN KING COUNTY. WASHINGTON. EXCCPT ""1,[ WEST 588 FEET THEREOF; TOGETHER v,mTH AN EASt'.MENT FOR ROAD AND UTIUTIES OVER THE SOUlli 60 FEET OF THE NORTia 145 FEET OF SAID SUBOI\IISION; EXCEPT rnE WEST 30 FEET THEREOf; AND EXCEPT THAT PORTION LilNG WITHIN THE MAIN TRACT, ABOVE ELEVAllON DATUM PER CITY Of RENTON 11333 FOUND 3• DOldEO BRASS CAP IN CASE -NORTl-lW[ST CORNER SECTION 18, TO""'SHIP 23 NORTH, RANGE 5 EAST, W.M. - ELEVAl'QN -388.1(0 FEET NAVDB8 I • ~ '" • ,-"-,..°""""f·-·: ' .. ,:·-·r-··---I "",...I , I .. -- -,---- N.llt ,1111 ST. ---..o<LoU:1..Jll • .luLol ,,.. _.,, 115 ,_,lo.-""'" ~00-f<~~~------=--""'-' ' i1 ! ' l SITE\ -._ I I .. J ---~-I -~ ... ~ ~ ...... I " \j ~ I 'J' I 20' F',,blio Utdlty Eo-,,..,t R0< jW0312020(!17B• ----\{: ~ --:I _ : -::l --~---R(l.O.P_C~SEMQ/T -r:: r -,~-,,.,,_y;-1 --,,-:7-. --------------, N.I« .IrdCburt Vo..,. r c ---~-"'--~ -:.t>_ \5 'Ni~w~a:~11,1, S! I ...:._.ar.~-----;;;r~--L_._.1:.!'.!..!a:!!!..~.,.~ _..,---$ :mr!7;~~~ ,,. ,:,, --,irr--1~ ---~.~ A>!:. s. --~----!---~~-----~ -~---r:-~ ~=-~~"--~-:t~---:~-:-; ___ :;;~-:;:_-:!:j_~f,,t;:_;;~1/?iJ,_;r\/\\i<\ I.OT 2 ~l : ~.;. "';l;;J,;;;:;,.:o I!, Uto>t"';~~·•". i::..:r:,:1.::','° ..::;~·:, ~:",,':' N«1h "' r,9~2= 14e (Ml of !01 NW 1/4 of "' NW 1/~ of ,;.e, 1a. n3N. R5E. w.Oi. "J WOPOS£ll 25" PR!YA 7f cl I l " ! BOUNDARY AND TOPOGRAPHY SURVEY BY I -i_ "" "'·'-" •·-·· , •1 / · · ,·v ', .!'! · · r' '4;,, -· ,~ ..,_,, .,...,, .... 1 i:! . . ' ' ' ~~ ' ' ' ' '<--.'' • (;::_*~"';'":t1hoH<><th1,l•~r.jt) iS 1.0'rt_ ·;.¥ LO°Tfi' -1 LOT<f ~.._,'1,,, '>'~ .. :tf>.-' ra. e'.~ --~-----., ~ . '--, ~·· ,,~. I '-~·':'{ ,, ~·. -.,;-··-I I~ C fi i;:1 ·, :. , ',, ', !"~:ioi >f..-[><'< , ;,\~~:;<-~~,;.' lb f I ,t 1! .fil. ' / ~O •. _' ,' ~IOOlCM'-"'~l-t •'f/.', ',,., ·->:O,.S·,;:~,,--, 1,.\iij ~SF ~I I ~ ~' .!_,,,, L.. ·~' 1--£2\. i!;~,jj'{'-·;;.:; ··1,··~;,0:.·---.. ,:1 · " ' ' ' ,._,, ' I 1:": ' ' ' '' ,'f L 4· _j j --~{•~."o'"T -/ -·:\; -;,. ' '''-:: ,. ::: ' r,-_c.' ... l , ' I f'ROPOSW lo'' \ l'l!IW.lI" MM/a/Ji: ~AS(M(Hf SITE DATA AREA 60,404 SF OR 1.39 ACRES AREA IN PUBLIC STREETS 3,450 SF OR O.OB AC AREA IN PRIVATE ACCESS [St,.tTS: 3,618 SF OR 0.08 AC NET AREA· 44,795 SF OR 1 .03 ACRES PROPOSED NO LOTS· ZONING: R-B PROPOSED OENSITY: 5.83 UNITS/ACRE DENSITY ALLOWED: 8.0 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID AREA IN STEEP SLOPES: 854 1 SF SITE ADDRESS: VACANT SITE SERVICES SEW'ER; CITY OF RENTON WATER. CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FIR[ CITi" OF RENTON TELEPHONE QWEST ELECTRICAL & GAS; PUGET SOUND ENERGY CABLE T.V · CO~CAST CABLEVISION NOTES, l, THERE ARE ND EX!HING STRUCTURES ON THE SITE OWNER· Todd Shirley 5752 27th Ave. NE Seotlle, WA 206-261 -8206 I -·~ t. -~· ·-· " ~ \IICNITY MAP N.T.S j--- l ,~ I : Ol'l'Y I JO' rtl 0C -1DCllH:•IDl ,s •oorn<)NA.l R,O,W ljEXlST.IDGEI.Sl't<ALT f: " I • i: ~ r ,= 30' i-~o:~ Schropter Lc:cnd ~ Surveying PROFESSIONAL LAND SURVEYORS ASSESSOR'S PARCEL NUMBER. 182305 9078 GRAPHlC SCALE ~ ~ 'i , ~.~::) "- P.O. ]o, 813, S~Mci'~~, 1/~~hlngton 90062 (2aE.J 2•2-E.621 FAX (2[1E,)2•3-%79 C) z II'. wt ~ w-2_ .. :r: z :ij i ~ _:;a, :g i?l en:.~~ ~~~.?g <r, ~ .. ~ 0:: ~"' ~ ~ w; ifc;1 C) w < -, 0~ ,_ ~ ~t; .... ... ~ ~ O! ~ ili. ~;· ,_ 0 ' ;,: a > ~ ~ >-~ I 1~ I "' ' ).. ~.., ~ ~ ~~ ! ~ c.,•. ~ 05 ::; -. ~..; ~ ~ ., -i ~~ ~ ~ ~ & I _,_,,__ ,. -40 ,-... ~ 1-•~______,i,,L,L_ 1-""' __ -· _1 __ • _L_ Denis Law --c· t f _ _:Mayo~r ---~J (~f1Yl_® C) June 20, 2013 Department of Community and Economic Development - C.E."Chip"Vincent, Administrator Todd Shirley 5762 27 1h Ave E Seattle WA 98105 SUBJECT: Null and Void Notice Stevens Point Short Plat / LUA09-159, ECF, SHPL-A Dear Mr. Shirley: The Planning Division of the City of Renton has determined that the above subject -application is expired. According to RMC 4-8-lOOC.4 -Expiration ofComp)ete Land Use Applications, the appJication submitted on December 31, 2009 has been _inactive for ninety (90) days or more and an administrative decision has not been made and/or has not been reviewed by the Hearing Examiner in a public hearing. According to our records, an "On-Hold" notification was mailed on January 27, 2010, stating additional information was necessary in order to continue processing the submitted application. A lett_er_ dated August 3, 2012 was sent notifying you that it was your final notice and if the City of Renton Planning Division did not receive a written request to continue processing the application and the requested information within six (5) months of the date of that letter, the applicatipn would be null and void. Such information was not received by February 4, 2013 and, therefore, this project is now null and void. -1fyou have any questions, please contact me at {425) 430-7382. Sincerely, Gerlad Wasser Associate Planner_ Renton City 1055 South Grady Way , Renton, Washington 9 • rentonwa.gov CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: May 1, 2013 To: City Clerk's Office From: Stacy M Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: LUA (file) Number: Cross-References: AKA's: Project Manager: Acceptance Date: Applicant: Owner: Contact: PID Number: ERC Decision Date: ERC Appeal Date: Administrative Denial: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date Appealed to Council: By Whom: Council Decision: Mylar Recording Number: Stevens Point Short Plat LUA-09-159, ECF, SHPL-A Gera Id Wasser January 11, 2010 Todd Shirley Same as applicant James Jaeger 1823059078 Date: Date: Project Description: The applicant is requesting Environmental (SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. Location: Stevens Avenue NW at NW 3'd Court Comments: 8/2/2012 -Final letter sent notifying applicant that the project will be null and void in 6 months (2/2/2013). 5/1/13 -Project voided, sent file to City Clerk. James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 98031 tel: (253) 850-0934 eml: jjjags@aol.com (contact) Richard M. Glad 12812 84th Avenue S Seattle, WA 98178 (party of record) James Hansen 8232 S 121st Seattle, WA 98178 (party of record) George Westbrooke 600 NW 3rd Court Renton, WA 98057 tel: (206) 772-5959 ( party of record) Updated: 02/04/10 ' ' ; PARTIES OF RECORD STEVENS POINT SHORT PLAT LUA09-159, ECF, SHPL-A Todd Shirley 5752 27th Avenue E Seattle, WA 98105 tel: (206) 261-8206 (owner/ applicant) Roger I. Lewis 415 Seneca Avenue NW Renton, WA 98057-3463 (party of record) Phil Birk BHR Enterprises, LLC 25502 74th Avenue S Kent, WA 98032 tel: (253) 852-7775 eml: phil@bannergc.com (party of record) Edwin Woo 408 Seneca Avenue NW Renton, WA 98057 tel: ( 425) 269-3098 (party of record) Roosevelt Lewis 358 Seneca Avenue NW Renton, WA 98057 tel: ( 425) 227-5272 (party of record) Patricia Wells 12818 84th Avenue S Seattle, WA 98178 (party of record) Dorothy Moore PO Box 708 Maple Valley, WA 98038 tel: (425) 432-2100 (party of record) (Page 1 of 1) Complete items 1, , and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach'916s card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: COMPLETE THIS SEC-""J ON DELIVERY A. Signature X D. Is delivery address different om item 1? If YES, enter delivery address below: D No 3. Service Type ...a:( Certified Mail · d Registered D Insured Mail D Express Mail D Return Receipt for Merchandise D C.0.D. 4. Restricted Delivery? (Extra Fee) DYes 2. Article Number (Transfer from service labeQ 7008 1830 0004 8759 1603 PS Form 3811 , February 2004 Domestic Return Receipt t~Class Mail stage & Fees Paid USPS Permit No. G-10 • Sender: Pl~ase print your~ ZIP+4 in this box • GJ@Me)G-i) . ~WJ 9cSO 1 11, l,, l, ,I ,Ii,,, ,i, I, i, .. I, ,I I,, ,i ,i., 11,,, i, I, I ,I .. I ,I,,,, I II Department of Community & Economic Development 1 055 South Grady Way Renton WA 98057-3232 --- [),\ l'>ly ol~-6 .. 'N".,, ~ ~'\n) (i(~ft'1· 1:;sR:1 .~~ ~ti~ 't;-;~§1 ./ :~ --~ -, _j /'i _/ I .. /\ / 11 ·· ( i ' --'•,. .c/ .. \...__.\_.1 '-.../ "_I ' ,:' 1 \----.- /, / ' J / f"i \ / ··~-...... ~--- ,-. rn D ...II rl ~ D D D D rn c[) rl c[) D D ,~ J Denis Law C' f ---~M=ay:m~------.. r lty O l August 2, 2012 Todd Shirley S762 27'h Ave E Seattle WA 98105 SUBJECT; "Final" Notice _!~~jJfilJj Department of Community and Economic Development C.E."Chip"Vincent, Administrator Stevens Point Short Plat / LUA09-159, ECF, SHPL-A Dear Mr. Shirley: The Planning Division ofthe City of Renton has determined that the above subject application is expired. According to RMC 4-8-lOOC.4 -Expiration of Complete Land Use Applications, the application submitted on 12/31/2009 has been inactive for ninety (90) days or more and an administrative decision has not been made and/or has not been reviewed by the Hearing Examiner in a public hearing. According to our records, an "On-Hold" notification (enclosed) was mailed on January 27, 2010, stating additional information was necessary in order to continue processing the submitted application. As ofthe date of this letter, the requested information h_as not been received. Therefore, this is your final notice, if the City of Renton Planning Division does not receive a written request to continue processing the application and the requested information within six (6) months of the date of this letter the application shall be null and void. If you have any questions, please contact me at {425) 430-7382. Sincerely,, Gerlad Wasser Associate Planner Enclosed: "On-Hold" Letter-dated: January 27, 2010 cc: Richard M. Glad, James Hansen, George Westbrooke, Roger I. Lewis, Phil Birk; Roosevelt Lewis,Patricia Wells, Dorothy Moore/ Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov January 27, 2010 James Jaeger Jaeger Engineering 9419 South 204th Place Kent, WA .98031 SUBJECT: "On Hold" Notice Department of Community and Economic Development Alex Pietsch, Administrator . Stevens Poijnt Short Plat/ LUA09-159, ECF, SHPL-A Dear Mr. Jaeger: The Planning Division of the City of Renton accepted the above master application for review on January 11, 2010. During our review, staff has determined that additional information is necessary in order to proceed further. The following information will need to be submitted so that we may continue the review of the above subject application: • 5 copies of a ·detailed Geotechnical Engineering Report which specifically addresses the prnposed project; • · 4 copies of a Drainage Report .which specifically addresses the proposed project. A technical information report, drainage design, water quality a.nd erosion control plans in compliance with the 2009 King County Surface Water Design Manual are required for the prnposed short plat prior to issuance of a construction permit; • 12 copies cif a revised Site Plan which indicates right-of-way dedication with frontage ir:nproverilents along Stevens Avenue NW; and extending N.W 3rd Court using the narrow streets standards (a 35-foot right-of-way with 18-feet of pavemment, an 8-foot plantiong strip ahd a 5-foot sidewalk); • S copies of a revised Utilities Plan; • 5 copies of a revised Conceptual Landscape Plan; • 5 copies of a revised Grading Plan; and· • 5 copies of revised Street Profiles ( grades may not exceed 15%). Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov_ • At this time, your project has been placed "on hold" pending receipt of the requested information. Please contact me at (425) 430-7382 if you have any questions. Sincerely, Associate Planner cc: Owner: Todd Shirley Parties of Record: Richard M. Glad James Hanse·n George Westbrooke Roger I. Lewis Phil Birk Roosevelt Lewis Patricia Wells Dorothy Moore January 25, 20 l 0 BHR Enterprises, LLC 25502 74th Avenue South Kent, WA 98032 253-852-7775 To: Gerald Wasser, Associate Planner, CED Planning Division 1055 South Grady Way Renton, WA 98057 Re: Comments on Proposed Stevens Point Short Plat LUA09-l59, ECF, SHPL-A Dear Sir, City of Renton P10nninq :-Jivision JAN 2 , 1.'.J CITY OF RENTON RECEIVED JAN 2 5 2010 BUILDING DIVISION BHR owns the house at 598 NW 3rd Ct., adjacent to the NW comer of the site referenced above. (Shown on the al/ached vicinity map) Referencing your January 11, 20 IO letter, we are unclear as to how access will be provided to proposed lots 4, 5, and 6 via a private easement from NW 3'' Court. Our title search shows a 20' utility easement coming from the cul-de-sac to our SW comer and then continues as 15' utility easement along our south property line (#20031202001789 & #20031202001790 see attached). There is also a private exclusive 30' ingress, egress, and utility easement coming from the cul-de-sac that terminates at our west property line to access our home (#20031224001297 see al/ached). Even ifthere was another private access easement from NW 3•• Court running past our property to the proposed plat, the grade change along our 98' south property line drops more than 30' from west to east. This is in excess of a 30 degree slope, which is more than twice the l 5 degree maximum slope allowed by the City of Renton for access roads. We explored this with both the City of Renton and the Fire Department before we built on our lot. We were told that legal access along our south property line to these proposed lots was not possible. Another concern is storm water control. As the City knows we experienced problems with storm water flowing from all the properties around our site to the property owners to our northeast. We resolved this problem, but additional problems with storm water control will likely occur should the Steven's Plat be developed. This water comes from all the properties to the south and west of our property and naturally drains to the north below our property. We look forward to hearing from you. Sincerely, Phil Birk Member (253) 852-7775 Phone (253) 852-7776 Fax phil@bannergc.com Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, RMC 4-2·11 DA and other applicable co:les and raguiations as appropriate. Proposed Mitigation Measures: The following Mitigation Measures will likely be Imposed on the proposed project. These recommended Mitigation Meas:.Jres address project impacts not cove,ed by existing codes and regulations as cited above. The applicant will be required to pay the appropriate Transportation Mitigaticm Fee; The applicant wi!J b& required to pay the appropriate Fire Mitigation Fee; The applicant will be required to pay the appropriate Parks Mitigation Fee. The applicant will be required to comply with the recommendations of the Geotechnical Engineering Study, prepared by RMI Associates, dated September 24, 2007; and The applicant wfll be required to comply with the recommendations of the Preliminary Drainage Report, prepared by Jaeger Engineering, dated November 1 B, 2009. Comments on the above application must be submitted In writing to Jerry Wasser, Associate Planner, CED - Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on January 25, 2010. If you have questions about this proposal, or wish to be mads a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Gerald C. Wasser, Associate Planner; Tel: (425) 430-7382i Eml: gwasser@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Hou...-sr:. 311.<}c:r. J-J ~ e "! l 1 UltL MF{ I R·B L- ~ - ~ . . \'lr1rd.Pf ·™ ' ' 1 .\"Jr Jnl SI {H .... I "·B - c· ,ty ot Renton Planning o· .. iv1s1on JAN 2 .S 2U1G SHORT PLAT NO, LUA-01-169-SHPL RENTON/ WASHI f}GTON LND-20-0306 .DEDlCAT1,0_N KNQW;At..1. PEOPLE fH THESE: .PRESENTS. :lHAJ.-WE; T!i.E UNDERSIGNED, AU. P~ES WlTH ANY • .J?.IGl-ff, TfFL£,. AND/OR~'OWNERSHIP IN~ !N 1HE LAND ·f!ERON C€SCRIBEQ:·'Oo HE~ MAKE A SHORT SUBOMSION TH~EOF PURSUANT TO RCW 5B. 1 7,.060 AND· DECLARE THIS SHORT Pt.AT TO B'E· THE GRAPHIC REPRESENT .... TI'6N OF SAME. A.LSO! 'WHEH··~PECIFIC CONDif10NS AND/OR AGREEMENJS ARE A.CtlNDffiON OF APPROVAl;OF TI-IE ABOVE REFERENCED SHORJ, ,PLAT AND ~E MI\DE A_.pART ll-lEREQI:" "THEN TI-IE:SAID OWN~··OO"' )il>ftffi'r" AGREE TQ ·AND/OR COMPLY WITH AU:.· OF THESE. CbNDmQNS •. THIS IS WIDE .wrf.H TiiE FRt:i--~NSENT AN!/ ;N ACCO~ .W~. THE DESIRE OF THE OWN.E:R(S) AND SIW..L BE BINOI~ UPON Tijf!R HJ:)RS, SUCCESSO!j:S • AND/OR ASSlGl>I?, .:· .-:· .: _.:-· .,.•' IN WITNESS WH~io·r-~ SCT OUR_~DS AND_-.5~. - AMERICAN HERITAGE HOMES, INC. A WASHINGTON CORPORAllON ROB~ ~~~~K "•" ... ~ VICEl,PR'l :SIDE rIS STATE Of WASHINGTON ) I ss COUNTY Of KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY E:VIDENCE THAT ROBERT W. KENYON SIGNED TI-IIS DEDICATION AND ON OATH STATED THAT HE W/IS AtrTHORIZEO TO EXECUTE THE INSTRUUENT ANO ACKNOWLEDGED IT AS THE I/ICE PRESIDENT OF AMERICAN HERITAGE HOMES, INC. TO BE THE FREE AND VOLUNTARY N:;f OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE IN"STRUMENT. j(fLEEN SCHWETZ ~ s/'UBL!C S ASHINGTON ION EXPIRES· AUGUST19,2{W ~ STATE OF WASH1NCTON ) ) ss.-:-- COUITTY OF KING ) .• I CERTIFY THAT I KNOW QR. HAVE SI.TISF~ORY E:VIDENCE: 1°'HAT .-:-· :'PAIJltli(.J'. '3:UllA;i ·."SIGNED THIS ~ICATION ANO 9N OATH STAITQ:··· THAT HE/SHE WAS AL(fi-lORIZED TO E)(fCUTE THE INS?RUlrdENr AND _-.- ACKNOWLEDGED IT AS THE -S.VI" ·=·. Of, WASHINGTON FIRS( INTERNATIONAL BANK·.TQ BE THE FREE AND"vbwNTARY ACT OF !'iit:ICH .: PARTY FOR THE USES" ANJJ. PURPOSES MENTIONED IN THE INSl)i!LiMEN°1:.'."·· NOTARY SEAL DAm'i:·.·.,W.ti~-.2(,'~H"'J :·: SlGNATI,.IRE Of ~ • · NOTARY PUBLIC ~ : : PRINTED NAME OF • • NOTARY PUBLIC Vz?w TtUVJ ·: .. T1TL£ t.D.AN 1tJPPUlfT - M'l' APPOINTMENT EXPIRES If -.2""'1 -ct./,. ~ ~--VISON TRAN TARY PUBLIC ~ ArE OF WASHINGTON , •. ,JMM!SSIO~ EXPIHF-'S N5!:_!;;:,,~~.,-1 W WM ~...PB!"'l6W-~~.P~Ye<9!!; -~~§!:!!.' 11-IE! OWI-IEF\S<=f J.D'f& l "t"HRU 7 SH6,,l.l...H.4::.'Ei: ~ ~1.1,,lLAIJO (.11.JbNI l~ 11.111-E' OWI-J.E!!RSH.l'P A1JD1'1e:e.powftie1J...fi{ ~ l,I\AIU"fl Or° l1-I£: ~ eyz:,J.iM :p,::\PJJ.L,!,,i:-.;,E :EA5E.U,-1SJ.rf A'PPLJF'l'f.2:1-JAIJQi"'e. 11-'~ >f'Pl)~CE'S ..u.JD MAl~,6JJCE ~IJ51511..r)'iEt, 1$...lcu...t::e' l}S ~R.Al-:D MAl~a='. Of"fH!::1)1'\,11J~ '?lpE!"s, ~fJIJ:fEFS Q..IAl.Jr,', J,J.Jf;,/c,p. t:::E'Jl=l-IJ10l-l Fl>.Clupes.WrJH!f..1.11.!&I liA'S='.1-Aa.tr, MAl~C:B? ~ 8HAL-L 'SE SHAF'!ED ;.qw,.LI.Y, ""1142: City oF ~-'*-' 6HA.U.. H~ "fl-\!;;:" ~l~HT lb !!lJfE'"" &>JP 1"RIVA'JE :OFli.1.JJJACijli' .£Ael!MID.If Tt>'R~P"I Ji.}.J'1' bE!FlCISJ.JClE& ~ THS"t::f'WUAw,R f'ACtLI"flEe. l~ll-lE "eJEWT 1'1-!is OWUEJ,(5} AMI ~GiEU'\° 11-...~ HAJ~cr;iOF"h-l!i" :O~~ T-ACl1..IT1.e:e,. :~B ~(-e!_Ei '6Mo'J..1.. 2E" MP,t:.E Ai "fl-1,E" OWWE.fl:(&) EX:pEI..ICJ!;:!:. _ RECORDER'S CERTIFICATE FILED FOR RECORD THIS .. .?:: .. DAY OF ~.,20 .. IP. .. ~ AT t~. PM IN BOOK U.0 f. OF ~ .. AT PAGE.(.'L .. AT THE REQUEST OF BARGHAUSEN CONSULTING ENG!NEERS, INC. \!!\\,~. ~~~- CITY OF RENTON APPROVAL: CITY OF RENTON PlANNING/BUILDING/ PUBLIC WORKS DEPARTMENT EXMIINED AND ,IJ>PR(MIJ rn1s JJ[u 111.Y (F Nav@l'l£rt ''"' DEPARTMENT OF ASSESSMENTS EXAMINED ANO APPROVl"D lHIS QL DAY OF ~ 20~ ~------ RECORDING NO. VOL/PAGE :Loo~ <" ~oo /e /,; !, ~ f' SCALE: 1 lNCH :: Ml FI'. '£:,{"ff %,iatlhW=~ &D,#0q111( (~.,·, 0 25 " 70 100 125 """""""' DEPUTY A55tS ---10 PORTION OF ACCOUNT NUMSER IB23?5-9248 NW 1/4 of NW 1/4, S.18, T. 23 N., R. 5 E., W.M. c?i z:-'--z ,,. 0 RESERVOIR SHORT PLAT r11,;,v,c TSC!C" I yv"'~ ""''"'-I LINE TABL.£ CUM l£NG"Oi RADIUS DELTA T»IGl:NT I LINE I tmGm BEARING Cl 23.49 15.00 !19"4J'18" -14.IH C1 I 6.501 S88"J1'22"E " 13.01 19.50 JErl2'48" 6.75 l2 30.DO S01'1 l'56"W C, 8.20 50.50 FND:-j~ [)Of,jE[) BRASS C1.1i·1N":C.-.SE NW COl<NER SEC 1 !I {cn:r·1JF RENTON !llJ). ,. ·::. w >-::, ,' < fil ft:"1'"> ,< l'OlJNO 1" IRON PIPE lllllD W/CONC W/Tftl.',K .l,T PROPERTY CORNER C4 " 74.48 30.33 09""1<!'07" 4.11 50.50 B4'29'53" 45.87 50.50 34"1BZ.: ___ 15.6±.J c;.HA..(./,s- J"~\ W '·.:~~~:;E ''··~-~ S_._:"128th StREET il_ .. .. ! --:-:'"'"' -------;-:------ FOUND 1-J/4" ;~H-Plp,r .f VJ L!-" FILLED W/CONC W/TACK • 0.10' W x 0.05' S OF PROPERTY CORNER ~~~~)LA -;--;-ED N 811"Jt'22" W 465.01· I 1 ~~. =~!Jll,I .57.oo~ 51.00· :1e.oo;/' -"E. ...... 54.50' FOUND 2" IRON PIPE FILlID W/(';QNC W/TA.C¥. 0.12' W ~ 0.10' S OF PROPERlY CORNER !IS.St' /,~j/T .. ·:l/1= • •• 3r:e JO.- r:i-""'.r1J,)}l~ LOT2. ;l~ Lo~·.3 iR-LOT:4, in:~ LOT5 :l/1= LOT6 lOT7 () .··r l..0')"·1 F~ ;1 .. s.ff±S:1'"~:'.=te 4,5Jffs.r.;:2.4M8±st.'="d 4,578±SS. ~-6,008±ss. 11,J28±S.F. ~ L' ,--,55.l-JiS.F.O.-:·' .·,o_ :..~-5',.,. ~~ • ,t;,1_j It>:-· u,:· II)·:-.. :: o._. VJ t:l 18· -r- 1 :: .· . ,10· PRIVATE unUl'r.'fi'ASEMENr!'!° ...... ----~----o ~ ~ ::: ~ - -~----,._ --1...___ --.·: -. _.,,., . ~c,, :-~ 20' PUBLIC UTILITY .-<( ;. 52.57' ;: i'.>7.00' ~ 39~ r:.,4;, ,•' • ·····~ 0 -W[l,lprr Pl:JI REC. i . s 0 25 50 100 ~ ~ 1· • 50' _..:.._,_ ____ ·...:..:..,. __ _,+·· ·.. . . ·. . Cl, _,. • __l Ill NI):~;._ ~ ;:;_j AREi\ OF OUITCLAIM DEED / ...... 1 ·-:·.-_.~ -N·w=.-:3,rd .c-~uR_T_·:-=·,____ -.',', .. _.;;-_~... --v~---__ ,_.::· ~·~T:1~9 i ~J::J]~E~J~e-~ TO CITY Of RENTON PER .c '. . . . ·-, .. ,·. ;-'r.....,__ -: ___ ~--'PRM.rr -..l..o " . REC.No.200Joa120011s1 -I 'lg_ ocm.Pl'0ED1CAno~R£C.NO . .ao-a1.l~q11"1' ._. ~' :: •'1:E:ssEsM'f _:2 ~1,a.•1.•01,~ "It .,, Zt{3.70' .• ._,·· ·" ···Q;: ·--·-50;51f ·1 45.'so• ~-."(SEE NOTE 2) tj 9 a,1 ~Jl'22"W 458.51' as.~.·-· ------- JO' f FOUND MIL ANO ._:·· ~E=·~i:J'.11 FOlJNO.~/CAf' MAAKE::J f ;;::-WASHER AT :-: • sri-.· "LS 17!i6J" 0.11' E. • 0.12' S. Ja ~~ PROPERW CORNER I '" 1[)1 11 ,-.:=c-r. "'ceo"··,•.';:",.J~tlW JRO COURT._.. OF _l:f!bPERTY CORNER ixl•y, UI 'Ir L./\ I I -"9-U u " •·. FQUND 2" IRON PIPE Flll.EO W/ 81=15 ·:.. TO BE !ERMINA.TED UPON:.· .CONC W/ TACK AT PROPERT!' CORNER ~ VJ •• •• •• -.l~C.QJWING ,HS SHORT mn ••1~~ FOUND twL AND • .,· .·: ~ ~ WASHER 5.53' W OF £,~ PROPER;;-COSNER LEGEND NOTES: ---- 1:,f ~~ ffi CITY OF RENTON MOHUWENT TO BE SET ·::l:.JHERE_:Si-wi. BE NO DIRECT VEHICULAR INGRESS OR EGRESS e,, ~ /g TO '61'! ~fli:OM 84th AVENUE SOlfTH FROM LOT 1. "1 N"' • SET 1/2" REEINl: & CAP "BcE 28238" (SI FN0 4° X 4" CONC MON • 2. NEW PRNATE EXCLUSIVE EASEMENT FOR INGRESS, EGRfSS, AND UTILITIES ;;t' ;J._tJD3 ,d"' Li ·• ·.' • -"W/.LEAD & TN::K IN CASE O SET LOO & lACK W/WASHER "Bee 28238 IS 10 BE CREATED UPON THE Soll.£ OF TI£ LOTS SHOWN ON THS SHORT oi., ""T suRv&oR'S<~OTE"s (C{JY·.~~ RENTON 1853) (POBBS) =&:·Mr :~~SO~JBBS ~Jn~E!~gf 1~1\~irs~; ~~~~~AN~KTENANCE OF n;E P~ATE ACCESS EASEMENT N'PURT£W.NCE5. TliESf ilf'PURTENNK:ES AND MAINTENANCE RESPONSl81LJ11E5 INCLUDE THE REPAIR At£I WJflTENANCE Of THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORMW .... TER QUALITY, AND/OR DETENTION FACIUTIES WITHIN Tl,IS EASEMENT, PRIVATE SIGNAGE, AND OTHER l'-IFW.STRI.JCTIJRE NOT IJ#NED BY THE CITY OF RENTON OR OTHER UTIUTY PROVIDERS. WJNTENANCE COSTS S1WL !JE SHARED EQUALLY. PARKltlG ON lHE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PA\B.100 W!Dm IS GREATER lHAN 20 FEET. 'C TI-1~ SECTlON su1:iii~s10N\0R lH!S SECn:11,nS 'So\SED ON THf.--KIHG CQUl,QY . .>mW.. 51.JfMY SECTION SUB()MSION OF SECTION 18_,.'1°"".lsHIP 2;f N., RANGE 5t.., W.t.l. ._..-· ·. · .. 2. BASIS OF'B~NGS:~~ CfTY OF -SUR\£Y ~~··N~ NAD.~/91. H~-~ING ==~--0rS"b1·11'56' w:_BETWEEN CfifOF RENTON SUR\IE.Y CONTHO( t.lDNl/ijl':NTS 1m NfD 1853. 3. TOPOGRAPHY BY ti.lMrn C DOBB.S, DATE;Cl;JUNE 13, 1997. VERTICAL DAWM ;s.·--~vo 1988. BENCHw.RK IS crflt OF RaITON St!R\iff comoL MONUMENT NO; 1JlJ. ·. • : lliVATION = 387..:S4p, FEET. • • • ·. • • 4. All mu: 1HFORMAT1ot/Solo1'N ON ras WP HA.S=BEEN El<TFACTID FROM FIRST ..wER1CAN .mt.E IN.5LIIW«::£ 00.UPNIY SECONIJ"st!Bll~OH ~ t.O. 42~..:.1424-t, OATED"AlJGI.IS"'. 19, ~'. IN PREPARING TH.IS MAP, SARGIW.JSEN ~TN, ENGINEERS·.iNc. K'S COND9¢T[o NJ INl!®,oEMT TTT\..E SfAACH HOR IS BARCHALJSEN CONSULTING EHGIN£bis, NC. AWAAf.· OF ~ TITli: ISSUES AffECllNG THE SURVEYED PROPERTY OTHER THAN THOSE. SHOWN ON lHE IIW'"· ffiCI D1SCLOSED BY TiiE REFERENCED FIRST AMERICAN SUBDMSION GlJAAANTEE. BARGHAUSEN CONSULTING .. ENGINEERS, INC. HAS REI.JED WHOLLY ON FIRST A>.IERICAH'a REPRESEtffATIO(il~,IJF THE 11Tl.£S. CONDIIDN TO PREFARE THIS SURVEY AND IBEREFOR£ BAAGH.l.llSf.tl CONSV~l'fNQ--ENGNE£RS, !!'JC.. QUMJFJES THE IAAP'S ACCIJRACr .AHD COMPI.OENESS m mt.l oornr: _..-. ... ' . PROPEITTY AREA = 52,920 ± SQUARE FEET { 1.215 ± ACRES). 6. THIS SUIMY REPRESENTS VISIBLE Pl-rl'S!CAL IMPROVEMENT CONDmONs EXISTING ON 'fCNEK£R 16. 1999. AU. SUR\IEY CONTROL INDICAlID AS "FDUND" WAS RECOVERED FOR THIS PROJECT IN NOvEMBER OF 1999. 7. All DI.STANCES ARE IN FUT (US. SURVEY fITl'.I. B. THIS tS A FlElD 'IRA.VERSE SURVEY. A SOKKIA FM:-sECOND ELECTRONIC TOTAl STATIOI-I WAS USED TO MEASURE TI--tE ANGULAR AND DISTANCE REI..ATIONSHIPS BETWEEN THE. CONTROWNG MONlJMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE t.lET OR EXCffDED THOSE SPECIFJED IN WN; 332-130-090. O!STAN::E MEASURING EQUIPMENT HAS BEDI CAI.JBRATED AT AN N.G.S. BAS!lJNE WITI--tlN ONE YEAR Of THE DATE OF TJ-eS SURVEY. ADDRESSES LOT 1 -714 NW 3n:I COURT LOl 2 -708 NW 3rd COURT LOl J.:.,. . ,'l!J2 NW 3rd COURT L.OT:.4 -Gia·~ Jrd couRT _LOT 5 -~~_2Jaillt'3'rd COURT.· LOT 6 -606 NW Jrd COURT LOT 1 . -; 500 .N\V: ;3rd COURT [)ECLARAT/DN OF·-COVq-JANT EXISTING LEGAL DESCRIPTION TAX PARCEL NO. 1823059248 THE NORTH 115 fITT Of THE WEST 495 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER Of SECTION HI, TOWNSHIP 23 NOR'fH", RNIIGE 5 EAST, W.M., IN KNG COUl'/TY, WASHINGmN; EXCEPT THE _WEST 3,6.5 FEET or. TI-E SOIJTH 85 FEET; AND D:CEPT THE WEST JO FEIT OF THE NORTH 30 FEIT. EASEMENTS·-1\ND RESTRICTIONS .-f1~-ST AMERICAN-·No. 4268-14244 :. THE ~ERS IY°.-THE LAND .MiRACED W{T)i1N . TlilS SHORT E'LJ\T, IN R£1U~N f"OR TI-l( •• •• BENEFIT TQ·.ACCRUE FRotii" THIS SU8D~S!OM, BY Smll!:IG HEREON G.(M'NAN"TS ANQ-."-AGREE 7 THIS PROeElm'-JS SUBJECT nr Tl,[ 1ERt.1S AND CONOmONS Of A ROAD ANO Unt.JJY B.SfJAENT ~~CO~~E~~~~6fiNp-:11~ • AS R~:~E? ~ER RECORD!tff, NO. 90p-4.191111~. RECORDS Of KING COUNTY, WASHINGTON. 10 Aff'f ANO. m MJRE PURCl:IASERS Of . . {~) ·-. . . . THE LOTS, oR·OF· JINY SUBDr,,s!ONS lHEREOF. 13 •. JlHS ~.ERTY IS SUBJECT J'O THE.TERMS AND G0NDITll)N5· AS -StfOWN IN RECORD Of SURVEY THIS COVENAHT SH,lril RUN WITH THE LANG ··;RECOR0ED·UNIJ.ER RECORDIN(f N0 •. 5113092211013. •• ••• ~ • •• .• AS SHOWN ON THIS SHOR't.Pl/,J. ·: ;·;(SHOWN AND MIJR:.P,.HER$··· ·"" ••• ,••·""' . File, P;\0600.0ii\6121\su~e}'\J,1ai~\6t:i!sp_o1.·~~~ l).;.i"e,'llme; 10727/i:(TI::,:,. __ 13·47 Scoie:· 1=50'.:b;,,;toson· Xrefs· -· . .. .-.. . .. ~- LAND SURVEYOR'S CERTIFICATE THIS SHORT PU.T CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY. DIRECT SUPERVISION IN CONFORMANCE WITH THE!UIEENTS OF THE APPROPRIATE STATE AN ATUTE AND ORDINANCE IN D 1999. ................. : ............................ . oHA<, ~~ ,S,...,, 18215 72ND AVENUE SOUTH V" v: KENT, WA 98032 41 't. (425)251-6222 ..,. ..,. {425)251-8782 FAX 0 . t;:_ ! CML ENGINEERING. I.JNO PLJWNING <5' • SURV2r1NG, DMRDNI.IENTAL SEfMCES > ~ t,v'4 ENG\~',:. ... -·-AMERICAN" HERlfAGE HOMES, INC. _4840 SOUTH-152NI) STRiET .•• •- SEAl_'Jl,-E, WASHING_TON _,ga1aa~23·4t .. DWN. BY SRF CHKD. BY :"DATE B-:-2"0-02 SCALE JOB N~/6121 :·: SHEEf_..-._., CERTIFICATE NO. 28238 RWG 1~ = 50' 1/ OF 1 ,o,~Cf7 l-v LLI ·~ Q c... J~ ci. 0 ~ lU M .-1. ~ V1 ~ -1 ~ C ::t (1: 2 I--, rJ. 00 ) () u.. t£ ~ \/) () ' '' . ··-c-=·-·-""'-"7·""'" _--,-.. .,,.,.....,. ---------~ . ." . ' :;--;-_ 20031224001297.001 Retum Address R Wilham Glassey, P L S ••11111 -~i!"o, , IIAll ZZ II Barghausan Consulbng Engineers, Inc 18215 72nd Avenue South Kent. WA 98032 (425) 251-6222 Document nue(s) Reservabon of General U&a and Ublibas Easements lf(.l•fBt.,~ I AsaessOl'a Property Tex ParceVAccount Number 16230&-9248 Reference Number(s) d Documents assigned or released if applicable Addlbonol"""'""""' numbers ol9on page ol doctunont NIA Grantor(al (Last name firvt. then fllsl name and 1mtla1S) 1 Amencan Hemage Homes, lno , a Washington oorporallon 2 3 Grantee(s) (Laat name first, !hen first name and 1n1bal6) 1 Arnern::an Hentaga Homes, Inc , a Washmgton COIJ)Orallon 2 3 Legal Descnptlon (abbre'ltaled I a , lot, block, plat or sedlon, township, range) Addlbonal legal 11 on pega 2 of document Pomon of Iha Northweat quarter af the Ncr1hwesl quarter d Secbon 18, Townstup 23 North, Range 5 East, W M , 111 Ktng County, Washington The-TIRecorder will tely an the tnloimatlon proVKled on the foml Toa at.ff WIS not road the doanenl ID ~ U,a """""'"Y or cx,mptow,eao al Ille tndeiong inlormaliO!I proVlded h°""" Paga 1 ol4 --------··~·-····· 20031224001297.002 RESERVATION OF GENERAL US!! AND UTILITIES EASEMENTS Thia Re•er,at,on of General Use and Utdlllea Easements (harem th18 "Reservation') ,. declared, made, and enterad mlo by American Heritage Homes, Inc, heruinefter called 'Grentor(a)." for · the benefit of American Heritage Homes, Inc , hereinafter ca Med "Grantee(• r, wilh regard lo the followx,g WITNESSETH That aeld Grantor(a) ta the -.erot the real property legatty known 88 Lota 1 through 7 of City of Ranlon Short Plat No LUA-o1-1G9-8HPL, as reconled under Recoromg No 20031202900010, Records of King County, W88h11glon That Granlor(e) dellira to 181111"8 unto lhemselvea ea Gtanlee(a) foraver, lhell' succeuora, and/or BSSIQlll, certatn 8BIMIITlent nghla lo a general UM euement for purposes 11cludong. but not f1mllacl to, olearmg, · gradlllll, conatructJng, me!lllalnlllll, oparab~, repleCllg, and 1'8mOY111g a paved 20-foot-wide dnvaway, aU appurtenant 11/Uctures, relairnng Blruclul'81 or ~ n, upon, over, end across that '*181n real property (the "Easement Area") lllluated m the C1ly of Rentcn, Kmg County, WeahinQton, moro parbc:Ularly daacnbed at foBowa The Soulh 80 feel al Lat 8 and Lot 7 and lhe East 30 feel al Lat 7, City of Renton Short Plat No LUMl'l-189-SHPL, aa recorded under Recor,l1ng Na 20031202900010, Raoords of King County, Waah11gtan, TOGETHER WITH that por110n of Lat II ol said Short Plat ly,ng South al Iha Weelmly 8lClertat0n ti Iha Norlh 1119 al said South 30 feet See atllll::hed Exhlbll 'A' for gmphicel dep,cbon That Granlor(a) do fur1har resarva unto lhamlelvel aa Granlee(a) -. 1118a' aucceaaora. and/or · u,ngns. a utiUtlea -ment for atcm, drainage, water, aew.or, power, natural gaa, cable, lelephone, and otherwlltlea, over, throogh, under, acmaa, and upon 881!1 Easement Area TOGETHER WITH the nght far Grantee(a) to enter upon, O\'Br, and along 881d real property from tune to lime to oonatruc:t, 1118peot, repatr, alter, modtl'y, replace, remow, 1111d update lo present and Mtml lechnaklgtcat standards, said ubl111811 Seid Gt11t1tee(s) ehall have the ngt,t Wlthaut pnor 1nsbtulron al IUII or prcceeding al law, at timas as may be nBC1!1188!y, lo enter upon 8111!1 prcpe,fy No obslnlcbana ol any kmd whatsoever ahaR be allowed Wdhm Iha abova-describad property lhet would impede the mgreaa and egrees far Iha purp081!$ herein defined Pago20f4 20031224001297.003 Thia easement shall be a covenant running With the land forever and shall bo b1nd,ng upon th• Grantor(s), their suoressors, he!IS, and assigns ;J. I Dated thJS ~~.;.;.,~<---day of_-'fk""-_c_t_..n_A_,..,,. __ _, 2003 AMERICAN HERITAGE HOMES, INC, STATE OF WASHINGTON ) l ss COUNTY OF KING ) I certify that I knCIYI Cf have salllfactory !Mdence tha\RCb;ld:·:(!'.)._ned lhJS 11atrum~I\Blh &""811_ th_!ll he/al!!t waa ~d IO 9)(8QJta lhe 11111trument ciwladged t a1 the\r g ~t cQp..a:r of Ame,1c,an Heritage Homes, Inc.; ba Iha free and vol act of auch party !Cf the usea and PIIC]l08el menttoned in 11'11 natrument GIiien under m:, hand end offt<>al aeal th11f)3~y of ~~003 Paga8of 4 11303 001 doe EXHIBIT "A" LOT 5 NW 3rd COURT 20031224001297 .004 I !Pt,, 1::)l A -,-,-c_-1"'"\ Ul"f, L.n I 1 (_U LOT 6 LOT 7 I ---- JO' EASEMENTJj -~EA'/A~ j nne 1t/Z3/2003 OT 28 111211'12l1111WEN\1£SOUIH KtNT.•-lm)Dl-<QU <Olll)al-fflllrM I lfl. 1p1 I\ 'T"Ti:;"r"\ UI '11 Lr'\ I I L-LI e: EASEMENT RESERVATION EXHIBIT r Return Address City Clerk ·s Office City of Renton 1055 South Grady Way Renton, WA 98055-3232 TITLE: UTILITIES EASEMENT Property Tax Parcel Number: 182305-9241 ProJect F1:c # LUA-01-169-SHPL Street Intersection or ProJect Name Reservoir Short Plat Reference N umber(s) of Documents assigned or released Additional reference numbers are on page_ Grantor(•): Grantee(s}: I Amencan Hentage Homes, Inc 1 City of Renton, a Mumc1pal Corporat1on The Gra111tor, as named above, for or and m cons1deratJ.on of mutual benefits, hereby grants, bargams, sells and dehvers to the above named Grantee, the followmg descnbed property LEGAL DESCRIPTION See Attached Exhibit "A" Portion of the Northwest quarter of the Northwest quarter of Section 18, Township 23 North, Range 5 East, Willamette Mend1an For the purpose of constructmg, reconstructlng, mstallmg, repamng, replacing, enlargmg, operatmg and mamtammg uhhUes and ut1hty pipelines, including, but not lnmted tot water, sewer and stonn drainage lmes, together with the nght of mgress and egress thereto without pnor mstltutlon of any sutt or proceedmgs of law and wnhout mcurrmg any legal obhgation or habihty therefor Following the m1t1al construction of its fac1ht1eS, Grantee may from time to time construct •,uch add1honal facl11t1es as it may require This easement 1s granted subJect to the followmg terms and conditions 1 The Grantee shal1 1 upon completton of any work w1thm the property covered by the easement, restore the surfa,:e of the easement, and any pnvate improvements disturbed or destroyed during execution or the work, as nearly as practicable to the cond1t1on they were m 1mmedtately before commencement of the work or entry by the GTantee 2 The Grantor shall retam the nght to use the surface of the easement as long as such use does not interfere with the eJSement rights granted to the Grantee 3 Grantor shall not, however, have the nght to a Brect or mamtam any buildmgs or structures w1thm the easement~ or b Plant tress, shrubs or vegetation havmg deep root patterns which may cause damage to or interfere w1th the unht1es to be placed withLn the easement by the Grantee, or C Develop, landscape, or beautify the easement area 10 any way which would unreasonably increase the costs to the Grantee of restormg the easement area and any pnvate improvements therem d Dig, tunnel or perfonn other forms of construction achv1ties on the property which would disturb the compact1on or unearth Grantee's fac1ht1es on the nght-of-way, or endanger the lateral support fac1ht1es • Blast within fifteen (15) feet of the nght-of-way 'L.-., :i-o,. "!"' 6121 009 r This easement shall run with the land descnbed herem, and shall be bmdmg upon the parttes, their heus, successors m mterest and assigns Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful nght to execute this agreement IN WITNESS WHEREOF, said Grantor has caused this easement to be executed this __ day of ____ • 2003 Notary Seal must be w1thm box CORPORATE FORM OF ACKNOWLEDGMENT STA TE OF WASHINGTON ) SS COUNTY KING ) On th1 2003 1 before me personally appeared 0 to be known to be .... ? l,C ~ ro?::2)c;C\? n of the corporation that executed the wllhm 1rnitrument, and acknowledge the said instrument to be the free and voluntary act and deed ofsa1d corporat1on, for the uses and purposes therem mentioned, and each on oath stated that he/she was authorized to execute said mstrument and that the seal affixed 1s the corporate seal of said corporation J Qo II P-::1:::,, -~ C ~ Notary Pub hem and fq the slate of W"5hmgton Notary(Pnnt) ""f'l'.'..ese ic;::, S cJA W§> 1].. My appomtment expires -~<!;;?~ .. J\-.:13~J-co~~L~--------- Dated <.g Page2 6121 009 ,. EXHIBIT "A" LEGAL DESCRIPTION SANITARY SEWER EASEMENT The South 15 feet 1n width of the followmg described parcel The North 115 feet of the East 98 feet of the West 593 feet of the Northwest quarter of the Northwest quarter of Section 18, Township 23 North, Range 5 East, WM, 1n the City of Renton, King County, Washington EXPIRES 5 / \8 / P:, ProJect Nama Short Plat M American Herrtage Homes, Inc October 23, 2000 Revised November 13, 2002 6121L 003 RWGIJSS Page 3 I' ---1-----1- 2 ! 3 ., ~ 1":100' C• ------.----~ TAX LOT NO 182305-9241 15' SANITARY SEWER EASEMENT file P \06000s\612 1\survey\6121 e~OJ dwg Dote/Time 08/28/2003 11 34 Scole 1=100 pwoHoce Xr13fs 6121 Sheet 18215 72ND AVENUE SOUTH !<ENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND Pt.ANNING, SURVEYING EN\llRONMENlAL SERVICES Title: SANITARY SEWER EASEMENT EXHIBIT • ' \1111111111111111 20031202001790 Return Address City Clerk's Office City of Renton I 055 South Grady Way Renton, WA 98055-3232 TITLE: UTILITIES EASEMENT CITY OF RENTON EAS 22.ee P~GEll1 OF 114 1z1021zeei 1s1,11As ~ING COUNTY,• Property Tax Parcel Number: l 82305-9248 ProJCCt F,le # LUA-01-169-SHPI., Street Intersection or ProJcct Name Reservoir Short Plat Reference Number(s) of Documents assigned or released Add1t1onal reference numbers 11re on page_ Grantor(s): Grantee(s): I Amencall Hentage Homes, Inc I City of Renton, a Mun1c1pat Corporation The Grautor, as named above, for or and m cons1deratton of mutual benefits, hereby grants1 bargams, sells and dehvcrs to the above named Grantee:, the followmg descnbed property LEGAL DESCRIPTION See Attached Exhibit "A" Portion of the Northwest quarter of the Northwest quarter of Section 18, Township 23 North, Range 5 East, Wdlametle Mend1an For the pu-pose of constructing, reconstructtng, mstallmg. repamng, replacmg, i:nl.argmg, operating and mamtammg ut1 ht1es and utihty pipelines, mcludmg, but not hm1ted to, water, sewer and storm dram age Imes, together WLth the nght of mgress and egress thereto without pnor mst1tut1on of any suit or proceedmgs of law and without incurring any legat obhgatton or hab1hty therefor Followmg the m1t1al construction of its fac1ht1es, Grantee may from time to time construct such additional fa:c1ht1es as it may require This easement 1s granted subJect lo the following terms and cond1Uons I The Grantee shall, upon completion of any work w11hm the propel1y covered by the easement, restore the surface of the easement, and any pnvate improvements disturbed or destroyed dunng executJon of the work, as nearly as practlcable to the condition they were m 1mmed1ately before commencement of the work or entry by the G1antee 2 The Grantor shall rctam the nght to use the surface of the easement as long as such use does not mtcrfore with the easement nghts granted to the Grantee 3 Grantor shall not, however, have the nght to a Erect or ma.mtam any bmldmgs or structures wdhm the easement, or b Plant tress, shrubs or vegetahon havmg deep root patterns which may cause damage to or interfere with the ut1ht1es to be placed w1thm the easement by the Grantee, or C Develop, landscape, or beautify the easement area many way which would unreasonably increase the costs to the Grantee ofrestonng the easement area and any private improvements therein d D1g, tunnel or perform other forms of constructton act1v1t1es on the property which would disturb the compaction or unearth Grantee's fac1hues on the nght•of.way, or endanger the lateral support fac1ht1es e Blast w1thm ftlteen (15) feet of the nght-of-way 1(JQ ':I-01'3d QJ21 OIOwpd This easement shall run with the land described herein, and shall be bmdmg upon the parties, their heirs, successors m interest and assigns Grantors covenant that they are the lawful owners of lhe above properties and that they have a good and lawful nght to execute this agreement IN WITNI:SS WHEREOF, said Grantor has caused this easement to be executed this __ day of ____ J 2003 ~ Notary Se:al must be w1thm box CORPORA.TE FORM OF ACKNOWLEDGMENT STA TE OF W ASHINOTON ) SS COUNTY OF KING ) On th, ®.i.y of to be known to be of the corporation that executed the w1thm instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporat1on 1 for the uses and purposes there111 mentioned, and each on oath stated that he/she was authonzed to execute said mstrument and that the seal affixed 1s the corporate seal of said corporation ~~q 9 0.,.,.., $1 Di 1 ...... £ Page2 6121 OJOwpd EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITIES EASEMENT The Soutt, 20 feet of the fol lowing described parcel. The North 115 feet of the West 495 feet of the Northwest quarter of the Northwest quarter of Section 18, Township 23 North, Range 5 East, Willamette Mendran, 1n the City of Renton, King County, Washington, EXCEPT lhe West 36 5 feet of the South 85 feet, ALSO EXCEPT the West 30 feet of the North 30 feet; Ly1n g Eas•erly of the following described line COMMENCING at the Southwest corner of said parcel, THENCE North 01' 11' 56" East along the West line of said parcel 50.43 feet to a point of cusp with a 15 00-foot radius curve to the left, THENCE along the arc of said curve, passing through a central angle of 89' 43' 18", an arc distance of 23 49 feet, THENCE South 88° 31' 22" East, 205 64 feet to the beginning of a 19 50-foot radius curve to the left, THENCE along the arc of said curve, passing through a central angle of 38' 12' 48', an arc distance of 13 01 feet to a point of reverse curvature with a 50 50-foot radius curve to the nght and the POINT OF BEGINNING, THENCE along the arc of said curve, passing through a central angle of 128' 12' 48", an arc distance of 113 01 feet to the South hne of said parcel and the terminus of the descnbed line Pro1ect Name ReseNoir Short Plat October 23, 2000 Revtsed Oclober 2, 2003 RWG/ath/Jsa 61211 004 wpd Page 3 I __ __J s. 1281h ~ 0~ zZ Ow :::. :::, >-z <Cw a:> <( .30' 30' STREE'r ~-"'i. --i---,-,--.---,-----,--~---- w I 30' :::, 1·,100· ffi 36 50' > <( 2 F,le F \06000s\6121\survey\6121ell02 dwg Job Numbe, SRF q.G A U,s, 6121 Dm•n -~~ RWG l/J ~ Sheet Checked _ • • i ~ II 4 of 4 o,,, 10/23/0D \' .-1)),'t . .------,-,,,ti l!NG\\lt,~ 3 ' ., 5 20' PUBLIC UTILITY EASEMENT Dote/T,me 10/02/2003 1J 19 Scole l=lOO pwolloce Xrefs 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CML DIGINEERlNG, l),NO PWDIING, SVRVE'YING ENVIRONMENTAL SEIMCES Title: PUBLIC UTILITY EASEMENT EXHIBIT DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM January 14, 2010 Jerry Wasser, Associate Planner Corey Thomas, Plans Review Inspector SUBJECT: Steven's Point Short Plat ENVIRONMENTAL IMPACT COMMENTS: 1. A fire mitigation fee of $488.00 is required for one new single-family structure. CODE-RELATED COMMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Proposed short plat does not meet fire department apparatus access code requirements. A variance has been granted to waive the requirements for two means of access to the plat and to allow a hammerhead type turnaround in place of the normal cul-de-sac design. The plat shall meet all other normal access requirements. Approved hammerhead turnaround is not shown for the Stevens Avenue access and shall be included in the final design. Dead end streets would require all future structures to include an approved residential fire sprinkler system, this would not waive any access requirements previously mentioned. All access roadways shall be a minimum of 20-feet wide. Roadways shall not exceed 15-percent maximum slope. 3. Building address signage shall be visible from the public street. City of nenton Deportment of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET . ' ' REVIEWING DEPARTMENT: , .. ~· '----.. COMMENTS DUE: JANUARY 25, 2010 APPLICATION NO: LUA09-159, ECF, SHPL-A ~ I DATE CIRCULATED: JANUARY 11, 2010 APPLICANT: Todd Shirley ' \ PLANNER: Jerry Wasser n._ PROJECT TITLE: Stevens Point Short Plat PLAN REVIEWER: Kayren Kittrick ~ ' SITE AREA: 1.39 acres EXISTING BLDG AREA (gross): N/A LOCATION: Stevens Avenue NW at NW 3'' Court PROPOSED BLDG AREA (gross) N/A I WORK ORDER NO: 78166 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential -8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17,429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement, and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. A. ENVIRONMENTAL IMPACT {e.g. Non-Code} COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impact5 lmpact5 Neces5ary Earth Housina Air Aesthetics Water Unht/Glare Plants Recreation Land/Shoreline Use Utilities -Animals Transoortation / Environmental Health Public Services ,_ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 8. POLICY-RE LA TED COMMENTS C. CODE-RELA TEO COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where odditi l' rn,,mation is needed to proper assess this proposal. ' J\J Signature of Director or Authorized Representative Date • February 18, 2010 c· JtyOf PJann. Aento I/Jg Q· fJ Jaeger Engineering 9419 South 204th Place Kent, WA 98031 Subject: Stevens Point Short Plat Gentlemen: The preliminary drawing of west access to development shows a 30 foot easement. Please be advised that the property adjacent to proposed Lot 6 has a 20 foot easement, as does the lot on north side shown as "existing house" on drawing. Sincerely, ~~//~~ Richard M. Glad 12812 84th Ave. So. Seattle, WA 98178 Ph. 206-772-6624 EMail: taquito3@comcast.net cc: Jerry Wasser Associate Planner, CED-Planning Division 1055 South Grady Way Renton, WA 98057 i111s· . ion - ----D~e~:~:sy~:,a_w ___ ............... -r . City O l -1_~llWll January 27, 2010 James Jaeger Jaeger Engineering 9419 South 204th Place Kent, WA 98031 SUBJECT: "On Hold" Notice Department of Community and Economic Development Alex Pietsch, Administrator Stevens Poijnt Short Plat/ LUA09-159, ECF, SHPL-A Dear Mr. Jaeger: The Planning Division of the City of Renton accepted the above master application for review on January 11, 2010. During our review, staff has determined that additional information is necessary in order to proceed further. The following information will need to be submitted so that we may continue the review of the above subject application: • 5 copies of a detailed Geotechnical Engineering Report which specifically addresses the proposed project; • 4 copies of a Drainage Report which specifically addresses the proposed project. A technical information report, drainage design, water quality and erosion control plans in compliance with the 2009 King County Surface Water Design Manual are required for the proposed short plat prior to issuance of a construction permit; • 12 copies of a revised Site Plan which indicates right-of-way dedication with frontage improvements along Stevens Avenue NW; and extending NW 3'd Court using the narrow streets standards (a 35-foot right-of-way with 18-feet of pavemment, an 8-foot plantiong strip and a 5-foot sidewalk}; • 5 copies of a revised Utilities Plan; • 5 copies of a revised Conceptual Landscape Plan; • 5 copies of a revised Grading Plan; and • 5 copies of revised Street Profiles ( grades may not exceed 15%}. Renton City Hall • 1055 South Grady Way • Renton, Washington 98057. • rentonwa.gov • At this time, your project has been placed "on hold" pending receipt of the requested information. Please contact me at (425) 430-7382 if you have any questions. Sincerel.y, / / ' /" Gerald C. Wasser Associate Planner cc: Owner: Todd Shirley Parties of Record: Richard M. Glad James Hansen George Westbrooke Roger I. Lewis Phil Birk Roosevelt Lewis Patricia Wells Dorothy Moore "'. PUBLIC WORKS DEPARTMENT DATE: TO: FROM: SUBJECT: MEMORANDUM January 14, 2010 Jerry Wasser Jr Sonja J. Fesser ~ Stevens Point Short Plat, LUA-09-159-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: This process is under review, but currently the dedication of property for street purposes requires approval by the City Council. Said dedication is achieved via a recorded City of Renton Dedication Deed document. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel(s). The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within the 45 day time period prior to Council approval of said dedication. Talk to the Project Manager ifthere are questions or further information is needed. Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-09-0159- SHPL and LND-20-0553, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The final short plat submittal has to be prepared by, or under, the direction of a licensed surveyor and the submittal has to meet all City of Renton and King County recording requirements. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plats\0553\rvl00114.doc Addressee Name Page2of4 Date of Memo Here Provide sufficient information to determine how the short plat boundary was established. Include a statement of equipment and procedures used, per WAC32-130-100. Show all the interior bearings for all short plat lots. Note the date the existing city monuments were visited, per WAC 332-130-lSO, and what was found. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The lot addresses will be provided by the city as soon as possible. Note said addresses on the short plat drawing. On the final short plat submittal, remove all references pertaining to topog lines, utilities facilities, edge of asphalt and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Do note encroachments. Do include a "LEGEND" block for the short plat drawing, detailing the symbols used therein. Do not include "OWNER" and "SITE SERVICES" blocks on the final short plat submittal. Do not include any references to use, density or zoning on the final submittal (shown in the "SITE DATA" block). Remove the King County tax lot numbers from the properties adjoining the subject short plat property. If said properties are platted, do note the lot numbers and plat name. If some ofthe properties are acreage, then note these properties as UNPLATIED. Note the research resources on the short plat submittal. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plats\0553\rv100114.doc , Addressee Name Page3of4 Date of Memo Here The City of Renton "APPROVALS" block is signed by the City of Renton Administrator, Department of Public Works. Include a declaration block on the drawing, titled "OWNERS' DECLARATION". A pertinent approval block is also needed for King County. Provide signature lines as required. All vested owner(s) of the subject short plat, at the time of recording, need to sign the final short plat submittal. For the street dedication process, include a title report noting the vested property owner. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. Reference the associated document(s) on the short plat drawing and provide spaces for the recording numbers thereof. If there are new private easements proposed with this short plat, include the following statement, juxtaposed to the subject easement: "Area for new private (utilities, access, etc.) easement". Since the new lots created via this short plat are under common ownership at the time of recording, there can be no easements until such time as the lots are conveyed to others, via conveyance documents. The conveying document(s) need to include a statement about the together with and/or subiect to specific easement rights. Add the following Declaration of Covenant language on the face of the subject drawing, ft the previous paragraph applies: DE CLARA T/ON OF COVENANT: The owner of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The new private access /utilities easements require "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" statements noted on the short plat drawing. See the attachment. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plats\0553\rv100114.doc Addressee Name Page4of4 Date of Memo Here See the "Native Growth Protection Area Easement" document attached. If the language contained therein is determined to be applicable to the "STEEP SLOPES" area noted on the subject short plat, include said language on the short plat submittal. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short p!ats\0553\rv100114.doc • "The Native Growth Protection Easement (NGPE) on this plat identifies the steep slopes. The creation of the Native Growth Protection Easement (NGPE) conveys to the public a beneficial interest in the land within the Easement Area. This interest shall be for the purpose of preserving native vegetation for the control of surface waler and erosion, maintenance of slope stability, visual and aural buffering. and prolection of plan and animal habitat The Native Growth Protection Easement imposes upon all present and future owners and occupiers of the Easement area enforceable on behalfofthe public by the City of Renton, to leave undisturbed all trees and other vegetation within the easement area. The vegetation within the NGPE may not be cut, pruned, covered by fill removed 'lr damaged without express wrirten permission from the City of Renton, The right of entry granted herein shall apply to the agents, representative and emp1oyees of the owne1> u1 subseouent owners of the underlying property." • 1ERTY SERVICES FEE REVIEW NO. 2010- D I _?~s fee review supersedes and cancels fee review no .. _________ -__ -_--:::,_d_a!ed_-_-_-_-_-_-_-________ -__ -___ -_-_-_ . ----------_J APPLICA1'T: I 5H , RU::,'( , Topp I I RECEIVED FROM: I JoBADDREss, I e>teYEU"o A.YE ww@ ww 3?P. couRT NATUREOFWORJ(: I «'>'-k?[ &HC>l=IJ PLAf LNDNo. Z,p ~0553 I SUBJECT PROPERTY PARENT PID No(s)-I 1BZ3o.9 qo7i=,, - "' "' "' ASSESSMENT "' ~ ~ !;; DIST. PARCEL NO.OF DISTRICTS "' ;:: CJ) 0 No. No. METHOD OF ASSESSMENT UNITS AMOUNT 0SAD D LATECOMER D D D -o- 0SAD D LATECOMER D D D -0 - 0SAD D LATECOMER D D D -o- 0SAD D LATECOMER D D D -o- 0SAD D LATECOMER D D D - JOINT USE AGREEMENT (METRO} D D D - I SYSTEM DEVELOPMENT CHARGES .... WATER &WASTEWATER . • . •· . • . WATER• WASTEWATER' METER SIZE Water Service Fee Amount Fire Service Fee Amountbc Wastewater Fee Amount 5/Bu X 3/4'' $2,236 $292 $1,591 1" $5,589 $729 $3,977 11h" $11,179 $1,458 $7,954 2" $17,886 $2,332 $12,726 3" $35,711 $4,665 $25,452 4" $55,893 $7,288 $39,768 6" $111,786 $14,577 $79,537 8" $178,857 $23,323 $127,258 a Actual fee will be based on total of new meters minus total credit of existing meters b Based upon the size of the fire service (NOT detector bypass meter) C Unless a separate fire service is provided, the System Development Charge(s) shall be based upon the size of the meter installed and a separate fire service fee will not be charo-ed. SYSTEM DEVELOPMENT CHARGES-SURFACE WATER · .. . . . . ·· .. LAND USE TYPE No. OF UNITS/ SQ. FTG. SDCFEE New Single Family Residential (SFR)" $1,012/unit X 6 $c;;o7e,oc, Addition of> 500 sf to existing SFR·~ $0.405/sq ft of new impervious area x All Other Uses Y $0.405/sq ft of new impervious area x a Includes mobile home dwellings and manufactured homes ~ Fee shall not be greater than $1,012 y Fee shall not be less than $1,012 1 I e e./1,;..aL____ T Dafe • It is the intent of this development fee analysis to put the developer/owner on notice, that the quoted fees may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. nnderground utilities, street improvements, etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. • The quoted fees do NOT include inspection fees, side sewer perm.its, r/w permit fees, the cost of water meters, or traffic benefit fees. • If subject property is within an LID, it is the developer's responsibility to check with the Finance Dept. for paid/un-paid status. • Please note that these fees are subject to change 'Without notice. Final fees will be based on rates in effect at time of requirement to pay per Ordinance. EFFECTIVE: January 26, 2009 H:\File Sys\PRM-Property Services Administration\2 Forms\FeeReview\2010FeeRvw.doc ... ""' " 0 < ... ~-0 " ' :;: 0 6 ('l ~ " ... City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JANUARY 25, 2010 APPLICATION NO: LUA09-159, ECF, SHPL-A DATE CIRCULATED: JANUARY 11, 2010 APPLICANT: Todd Shirley PLANNER: Jerry Wasser PROJECT TITLE: Stevens Point Short Plat PLAN REVIEWER: Kayren Kittrick SITE AREA: 1.39 acres EXISTING BLDG AREA (gross): N/ A LOCATION: Stevens Avenue NW at NW 3'' Court PROPOSED BLDG AREA (gross) N/A I WORK ORDER NO: 78166 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential -8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17,429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement, and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. A. ENVIRONMENTAL IMPACT (e.g, Non-Code} COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housiiin Air Aesthetics Water Unht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POL/CY-RELA TEO COMMENTS C. CODE-RELATEDCOMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Renton Department of Community & Economic Development ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JANUARY 25, 2010 APPLICATION NO: LUA09-159, ECF, SHPL-A DATE CIRCULATED: JANUARY 11, 2010 APPLICANT: Todd Shirley PLANNER: Jerry Wasser PROJECT TITLE: Stevens Point Short Plat PLAN REVIEWER: Kayren Kittrick SITE AREA: 1.39 acres EXISTING BLDG AREA (gross): N/ A LOCATION: Stevens Avenue NW at NW 3'd Court PROPOSED BLDG AREA (gross) N/A I WORK ORDER NO: 78166 SUMMARY OF PROPOSAL: The applicant is requesting Environmental {SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential -8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17,429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement, and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More En11ironment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Envircmment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Uaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals TranSnortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ~u/J,C a/U_/1-Vc,,i~~ IC> ~/0,. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is e ded to properly assess this proposal. C . , . /-cx/-/D Signature of Director or Authorized Representative Date January 19, 2010 Jerry Wasser Associate Planner, CED-Planning Division 1055 South Grady Way Renton, WA 98057 Ref: Stevens Point Short Plat LUA09-159,ECF,SHPL-A Dear Mr. Wasser: City of Renton Plannin(J Division JAN 2 0 1010 As owner of the property adjacent to proposed Lot 6 my question is, why is a 30' easement shown on the drawing when the property deed has a 20' easement? The 20' easement has been in effect for 45 years and utilized a few years ago to construct the Rockwell Residence. (Shown on plat drawing as "existing house") with City of Renton approval, the home was built to the 20' easement specification. My request is to relocate the 20' roadway a bit at eastern edge of my property to clear the 20' easement. The 4389429 easement document referenced on short plat is incomplete as only north and south dimensions are noted. The companion document (5233711) corrects this by limiting the easements to west 495 ft. Please review and advise. Very truly yours, fi?~rr!Zt; /JI 0?/liJ Richard M. Glad 12812 84th Ave. So. Seattle, WA 98178 Ph. 206-772-6624 EMail: taquito3@comcast.net Attachment: Warranty Deed 5832803 ,...., /! II ' "O ) 1, Cl> . 11 ~ 11 :I I • I, i ) J l \ >, '"' 0 -::s -lj -Cl) SPECIAL Sfefft:Uot:iy Warranty Deed :'~)1":·~-~,::::"'r :L~ ·v-..:\·:~7,:-·A•~-~T~ t,r.d :~J .. T~e-·::;."1~""~ YJ!.J~z:-A~ .. :Y, 11.it-w:~:!"'"~~ for and in consideration of ?:J~~Y t~c h~nered B.nd fifty dollars and no1 1 l~~ (:425C~:2 in hand paid, conveys and warrants to ::~r,;~!A-F) r·, :]-'J:;)..__;~ A.:!i ~C"~.:.13 A. S-IAD, !}is '1\'.ifc the following-descriOed real estate, situated in the County of y i !1g Washington: The ea~t 03 faut of the wc~t 5fP fe~t of the so11th 115 fe2t ~f t~e r;ort~ ~0~ ~~~~ of t~e nort~~~Gt oua~ter Se~~io~ 15, tc·;~·:-:s.hii.: ~<S, "\":orr.:.n, ~:\anf:e -~, .. "} -'1' ._, '-' _,.., __ ;.,__,..I.a purp .... se-~ t.o ::,.. ;,e:: .... ;r;..G.tJ t:...., t E:.n'.l ut~.'. ~,.ties. Cf ;wh e ~I~.:,·. r. ~ort~we~t cu&rter FORM L58 , State of f selves The Grantors for them/and for their successors in interest do by these presents expressly, limit the covenants of the deed to those herein expressed, and exclude all covenants arising or to arise by statutory or other implication, and do hereby covenant that against all persons whomsoever lawfully claiming or to claim by, through or under said Grantors and not otherwise, th_ey will forever warrant and defend the said described real estate. Dated this ST.\TE OF Cnunty of On this day pe~onally appeared before me 10 me known t~J>~--t?~, indivi<lua~ --'described in an! __ .wfo-_executed the within and foregoing instrument, and , a}knowledged that l --l / signed the same as t{,~.-.,._. free and voluntary act and deed, for the ' ·1 .II ·a h . . . d "' \ ,_. u fs .:m -·,purposes t erem ment10ne . . . :·:· <' . pi \ . . ·~, ,. 1 T .... _: 1 r.~-GI\1(N--;.under my hand and official seal this / £/' ,· day pf .:-f\l, '--: J)/ {·~ '.J / "' ~. ·,iJ / / ,:. /. / ./ -. / ///,//(_/. __ .. ..--~-Z?-) (_d,:_ .. 7 i -. - -""~~.--. ... _ . -----~-·- 1\' otary Public __ Uf and_.f'!r th~··st~ie·-~T-i1~~~'iz'i~it~~;-··· residing at A_· __ -~ 1 .,_ L; .,. __ . .;.:~, _: •, ··~-~···''--'.::.: --'--~ -------------- STATE OF i!~~~GTON, } ss. rf' ) County of -+-'"I· ----~ () K< . this ay personal!x)ppeared before L-~--hl~-1\--,)~~---····-··-·······. --.....J..-..+lAA~-1\--~ -···, ---·-··-···-·--··---··-···-···--·----·····-------- ----·· ····-··-- to me known to be the indivi?faL{) __ desc_rib,ed in and who .exec}')ted the within and foregoing instrument and acknowledged to me that -~· . ·\,."s::'!gif,Jl'.~-same as~~:\..-~ free and voluntary act and deed for the h . . d .,. y·-'-purposes t erem ment1one . ( . ,, .,._ ~-:_.. .,-\ ·l·'. : '.. l;iw, 'fJt;fny hand ••j.J;if/~l seal tMs ... f::{:.day of /:t!-:·.~<:':~CJ6..5- @D .,,:::~~. i~> -~~~";;;.;~~~ , ~::er~:_· .. :··~~.>. ,. C residing at.~~6-......................................... . LAWYERS TITLE INSURANCE CORP.-ACKNOWLEDGEMENT---0RDINARY ' ' ,- City of . on Department of Community & Economic /opment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'Fi' y-e.. COMMENTS DUE: JANUARY 25, 2010 APPLICATION NO: LUA09-159, ECF, SHPL-A DATE CIRCULATED: JANUARY 11, 2010 APPLICANT: Todd Shirley PLANNER: Jerry Wasser PROJECT TITLE: Stevens Point Short Plat PLAN REVIEWER: Kayren Kittrick SITE AREA: 1.39 acres EXISTING BLDG AREA (gross): N/A LOCATION: Stevens Avenue NW at NW 3'' Court PROPOSED BLDG AREA (gross) N/A WORK ORDER NO: 78166 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPAi Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential • 8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17,429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement, and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. A. ENVIRONMENTAL IMPACT {e.g. Non-Code) COMMENTS Element of the Probable Probable More Envircmment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Linht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Tronsoortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ~eeded to properly assess this proposal. /; /; /;/ ? ,,.,....-:/f , . ' / /1/'"" /{J-r:n,,~-/ ~ 0 Signature of Director or Authorized ~e-presentative Date / City o, . ton Department of Community & Economic ;e/opment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: f>nr)f'\YY\;, T,o \ ( COMMENTS DUE: JANUARY 25, 2010 APPLICATION NO: LUA09-159, ECF, SHPL-A DATE CIRCULATED: JANUARY 11, 2010 APPLICANT: Todd Shirley PLANNER: Jerry Wasser PROJECT TITLE: Stevens Point Short Plat PLAN REVIEWER: Kayren Kittrick SITE AREA: 1.39 acres EXISTING BLDG AREA (gross): N/A LOCATION: Stevens Avenue NW at NW 3'' Court PROPOSED BLDG AREA (gross) N/A WORK ORDER NO: 78166 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single-family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential -8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17,429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement1 and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable Mare Environment Minar Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and hove identified areas of probable impact or areas where additional information is needed to properly assess this proposal. oTe I --=-~·------,, tJf; City on, ~ ------~~rrnu.@IID ~ NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) o,r,.re: LAND USE NUMBER: PROJECT NAME: January11,2010 LUA09-159, ECF, SHPL-A Stevtma Point Short Plat PROJECT DESCRIPTION: Thfl applicant i,; re<Juesling Environmental (SEPA) RSYiew and the approval of a Short Plat (HIiis/de Subdivision) for tha subdMs1on of a 1.39 acre parcel into 6-lots fpr the 1:1venlual 08..elopmen1 of singliJ. family residences. Tht1 sile contains areas of stoop (regulaledl slopes, high landsl,de hazard, and moderate erosion hazard. Steilp slopes iira located in Iha north/central portion of tile site with the s1eepes! slor,e l:ieing approximately 130 percer1t The p,mpc,sed project is irl the Residemial • 8 dwelling units per acre zone and has a propose<:! density of 5.63 dwellirig units per net acrt:1. Lots range in size from 4,500 lo 17,429 square feel Proposed Lois 1 end 2 would be accessed Imm Stevens AYerlue NW. proposed Lot J would be ;,cc:essed from Stevens Avenue NW via e private eccess easement, and Lots 4. 5, and 6 wuuld be accessed from NW 3rd Court via e prhlate access e.ist1ment PROJECT LOCATION: Stev1:1na Avenue NW al NW 3,. Court OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MmGATED (DNS-M): As Iha Lead Agency, tile City of Ren1on hBs de!emlinad 1hat signlflcilnt erwnKlmenlal impacts are unlkely to result from \he prof!Osed project. Thtirelore, as permitted under th,;, RCW 43.21C.110, too CHy of Renton Is using the Optional DNS-M process 1o giYe no!ice \hill a DNS-M is likely to be lsw,;,ci. Cornman! periods for th,;, projsct s,rid the proposed DNS-M are inlegr;lffld Into a singl8 comment period. There will t,e no comment period following lhe issuance of the Threshold Delerminelion of Non- Signilic9noo-Mltigated [DNS-M) A 14-dBy appeal period will foHow tile issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: Oacember 31, 2009 January11,2010 APPLICANT/PROJECT CONTACT PERSON; James Jaagor, .Jaegllf" Engineering; 9419 2D4"' Place; K!!nl. WA98031 Pennlts/R11vlew Reque1<ted: other Permits which m•y be required: Environmental ($EPA) Review, Admlnl•tratlve Short Plat approval Cor\!ltructlon and Building Permit.I Requested Studies: Location whent applleallon may be rwl11wed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zonln111Und U&11: Environmental OOC11ments that Ev,1uat11 the Propo&ed Projllct: Gaotechnlcal Report ,nd Drs,lnaya Report Departm!lnt of Community & Economk;. Development (CED) -Plannlng DMslon, Sixth Floor Renton City Hall, 105$ So1,1th Grs,dy Way, Renton, WA "'" The subject site is designated Reslden~al Single-Family (RSFJ on the City of Ran1on ComprehensMI Lend Use Map and Residential-8 (R-8) on the City's Zoning Map. Environmental (SEPA] Checl(llst If you would like to be made a party of record to receive further information on this proposed project, complete tbis form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/FIie No.: Stevens Point Short Pla1/LUA09-159, ECF, SHPL·A NAME:-------------------------------- MAILING ADDRESS: TELEPHONE NO.: ----------- Development Regulation Used FOi" Project Mitigation: The proj,;,ct wii be subj8d to the City's SEPA ordinance. RMC 4-2-t10A and other applicabl,;, cod,;,s end regulatiOll5 as appropr18te. PropoHd Mitigation Measures: The lollowmg Mmgalion Measures w1ll l1kely be imposed on the proposed project. These recommend&d Mlti11a~on Measures address projecl impacts not covered by existing codes and regulations as c:ited at>ove. The epplicanl w,11 ba raquired to pay the approprieto TransporteUon Mitigation Fae; Th,;, app!icanl wdl b,;, n,quired lo pay !he appropriate Fire Mit,ga~·= Fee: The epplicent W1ll be requorerito pay /he appropriate Parks Mitigation fee. The epp/rcan! will be requored to comply with lh,; recommandetions of Iha Geo/echnic.sl Engina,;rillfl Study. prepared by RMI Assoc,a/,;s, detori September 24. 2007; end The appNcent w//1 be requvad lo Cl)mp!y with the recommelldalions of the Pralimillery Drainage Report, prepared by Jaeger Engineering, dated Nol'tlmbar 18. 2009. Comments on the abov11 appllcatlon must be aubmltted In writing to Jerry w,11S11r, As&aclata Planner, CED - Plamlng Division, 1055 South Grady Way, Renton, WA 980$7, by 5:00 PM on January 25, 2010. IF you have questions about this proposal. or wish 1o be mad,;, a party of record and racerve additional notificabon by mail, conlact tha Proiect Manager. Anyone who submits written commenta will aulomatlcally beo::inw a party of record and wiU be nollfied of any decision on this project CONTACT PERSON: Gerald C. Wasser, Associate Planner; Tel: (425) 430-7382; Eml: gwasser@rentonwa.gov CERTIFICATION / reby certify that 3 copi~~f t.ho abo•• ~ =spicoo~pl=~rn,ub~ \_ SIGNED: ~~ / I, were pos~:7mec DATE: ~go/C> A ITEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in NOTARY P LIC SIGNATURE: ~ i1 .A. Gr,,.hef lxr 5/CJ.'I /$ c, 3 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT -PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 11th day of January, 2010, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, NOA, Environmental Checklist & Site Plan PMT documents. This information was sent to: Name Representing Agencies -Env. Checklist, PMT, & NOA See Attached Surrounding Property Owners -NOA only See Attached James Jaeger -Accpt Ltr Contact Todd Shirley-NOA & Accpt Ltr Owner/Applicant STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Gerald C. Wasser signed this instrument and acknowledged it to be his/her/their free and voluntary act for the u mentioned in the instrument. Notary Public in and for the Sate of Washington Notary (Print) : ___ _:_1-'-t _. "-A-'-.'--.,.-'-'. '=L-",:i"'e""· ''-.. -------------- My appointment expires: 's / a. ,1 / le i 6 Project Name:· : Stevens Point Short Plat Project Number:·· LUA09-159, ECF, SHPL-A template -affidavit of service by mailing Dept. of Ecology * Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region * Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Real Estate Services Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) WDFW -Larry Fisher* Muckleshoot Indian Tribe Fisheries Dept. * 1775 12th Ave. NW Suite 201 Attn: Karen Walter or SEPA Reviewer Issaquah, WA 98027 39015-17i"d Avenue SE Auburn, WA 98092 Duwamish Tribal Office* Muckleshoot Cultural Resources Program * 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 3901517t1 d Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division * Office of Archaeology & Historic Preservation* Environmental Planning Supervisor Attn: Gretchen Kaehler Ms. Shirley Marroquin PO Box 48343 201 S. Jackson ST, MS KSC-NR-050 Olympia, WA 98504-8343 Seattle, WA 98104-3855 City of Newcastle City of Kent Attn: Steve Roberge Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 Newcastle Way 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal liaison Manager Steve Lancaster, Responsible Official Joe Jainga 6200 Southcenter Blvd. PO Box 90868, MS: XRD-OlW Tukwila, WA 98188 Bellevue, WA 98009-0868 *Note: lf the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, Site Plan PMT, and the notice of application. template -affidavit of service by mailing 182305915502 BAKER MARLENE 311 SENECA PL NW RENTON WA 98057 182305924108 BHR ENTERPRISES LLC 25502 74TH AVES KENT WA 98032 182305922300 COLBY scon MICHAEL 12816 84TH AVES SEATILE WA 98178 420440009801 DANGEO BALBINO D JR+NOVINA 410 STEVENS AVE NW RENTON WA 98055 174280041008 EPPERSON ENAS V 410 SENECA CT NW RENTON WA 98057 420440017309 GALIMBA NESTOR H+DOLORES A 364 STEVENS AVE NW RENTON WA 98055 420440018604 GRAHAM DOUGLAS J 318 STEVENS AVE NW RENTON WA 98055 182305918803 IWASAKI JOHN 614 NW 3RD ST RENTON WA 98055 420440018505 LE THERESA 423 RAINIER AVES SEATILE WA 98144 420440017507 LIDZBARSKI RICHARD+ZOFIA 360 STEVENS AVE NW RENTON WA 98055 420440018406 BANNER STRUCTURES INC 25502 74TH AVE S KENT WA 98032 913360006500 BURZENSKI AP 306 SENECA AVE NW RENTON WA 98055 182305923100 CONSTANTINO FELIPE JR 4465 S CLOVERDALE ST SEATILE WA 98118-4664 420440017705 DONOHUE HELEN G 371 LIND AVE NW RENTON WA 98055 174280043004 FENNER JAMES A+CAROLYN R 402 SENECA CT NW RENTON WA 98057 182305918605 GARDNER ADALYN L PO BOX 1572 RENTON WA 98057 946000008007 HOBBS DONALD+CYNTHIA 364 LIND AVE NW RENTON WA 98056 420440009207 KRASUCKI JOHN 403 NW LIND AVE NW RENTON WA 98055 913360004505 LEWIS ROOSEVELT 358 SENECA AVE NW RENTON WA 98055 913360004000 LOR SOPHIA L 351 SENECA AVE NW RENTON WA 98055 946000007009 BELL TAMIRAE 305 NW 4TH ST RENTON WA 98055 182305900504 CHHUN PORY+PHIMMASONE S 2515 MEADOW AVE N RENTON WA 98056 913360013001 CUNIO EILEEN M 337 STEVENS AVE NW RENTON WA 98055 420440016004 ENEBRAD JESSIE G 354 LIND AVE NW RENTON WA 98055 913360013506 FORLER GENE E 361 STEVENS NW RENTON WA 98055 182305922201 GLAD RICHARD 12812 84TH AVES SEATILE WA 98118 420440009603 !DOS ARNOLD G 406 STEVENS AVE NW RENTON WA 98057 420440017903 LE HUNG VAN+LOAN 361 LIND AVE NW RENTON WA 98055 174280040000 LEWIS TARA LOUISE 415 SENECA AVE NW RENTON WA 98055 913360012003 MAY CHRISTOPHER M 321 STEVENS AVE NW STEVENS AVE NW RENTON WA 98055 174280027007 MCDONALD SARAH E 5424 CABALLO CT NE RIO RANCHO NM 87144 913360003507 NGUYEN JOSEPH T + MARY H 322 SENECA PL NW RENTON WA 98057 913360012508 RYAN MARY PATRICIA PO BOX 336 RENTON WA 98057 420440017606 SELLERS MICHELLE 357 LIND AVE NW RENTON WA 98055 420440009405 TANG HANG NHUAN+MUOI 401 LIND AVE NW RENTON WA 98056 174280042006 WEDENOJA VIRGINIA 406 SENECA CT NW RENTON WA 98055 174280026009 WOO EDWIN LAU YVONNE 408 SENECA AVE NW RENTON WA 98055 946000009005 MOORE DOROTHY PO BOX 708 MAPLE VALLEY WA 98038 182305928802 NWANKWO DAVID 612 NW 3RD CT RENTON WA 98055 420440017804 SAMMALISTO RITA E 363 LIND AVE NW RENTON WA 98057 182305907806 SHIRLEY TODD A 5752 27TH AVE NE SEATILE WA 98105 182305928901 TRUONG HANG 606 NW 3RD CT RENTON WA 98055 182305918704 WELLS WILMA 12818 84TH AVE S SEATILE WA 98168 174280044002 YAMAMOTO PATRICK 405 SENECA CT NW RENTON WA 98055 913360005007 NGUYEN JOHN DC+NAM PHUONG 10014 RAINIER AVE S SEATILE WA 98178 174280045009 RIVIL Y DON NA 411 SENECA CT NW RENTON WA 98055 420440017408 SCHLITZER VIRGINIA L 368 STEVENS AVE NW RENTON WA 98055 182305918407 SZABAD PETER+KATARINA SZABA 610 NW 3RD ST RENTON WA 98055 420440018000 TRUONG THI Q+PHAM YUENTHY 351 LIND AVE NW RENTON WA 98055 182305924801 WESTBROOKE GEORGE E 600 NW 3RD CT RENTON WA 98055 420440009504 YEAGER BRAD L 7207 S 132ND ST SEATILE WA 98178 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE; LAND USE NUMBER: PROJECT NAME: January 11, 2010 LUA09-159, ECF, SHPL-A Stevens Point Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and the approval of a Short Plat (Hillside Subdivision) for the subdivision of a 1.39 acre parcel into 6-lots for the eventual development of single- family residences. The site contains areas of steep (regulated) slopes, high landslide hazard, and moderate erosion hazard. Steep slopes are located in the north/central portion of the site with the steepest slope being approximately 130 percent. The proposed project is in the Residential -8 dwelling units per acre zone and has a proposed density of 5.83 dwelling units per net acre. Lots range in size from 4,500 to 17.429 square feet. Proposed Lots 1 and 2 would be accessed from Stevens Avenue NW, proposed Lot 3 would be accessed from Stevens Avenue NW via a private access easement, and Lots 4, 5, and 6 would be accessed from NW 3rd Court via a private access easement. PROJECT LOCA TJON: Stevens Avenue NW at NW 3rd Court OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore. as permitted under the RCW 43.21 C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated {DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: December 31, 2009 January 11, 201 0 APPLICANT/PROJECT CONTACT PERSON: James Jaeger, Jaeger Engineering; 9419 204th Place; Kent, WA 98031 Permits/Review Requested: Other Permits which may be required: Environmental {SEPA} Review, Administrative Short Plat approval Construction and Building Permits Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning!Land Use: Environmental Documents that Evaluate the Proposed Project: Geotechnical Report and Drainage Report Department of Community & Economic Development (CED) -Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 NIA The subject site is designated Residential Single-Family (RSF) on the City of Renton Comprehensive Land Use Map and Residential -8 (R-8) on the City's Zoning Map. Environmental (SEPA) Checklist If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Stevens Point Short PlaVLUA09-159, ECF. SHPL-A NAME:------------------------------------ MAILING ADDRESS: TELEPHONE NO.: ------------ Development Regulations Used For Project Mitigation: The projey. will be subject to the City's SEPA ordinance, RMC 4-2-, A and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. The applicant will be required to pay the appropdate Transportation Mitigation Fee; The applicant will be required to pay the appropriate Fire Mitigation Fee; The applicant will be required to pay the appropriate Parks Mitigation Fee. The applicant will be required to comply with the recommendations of the Geotechnical Engineedng study, prepared by RMI Associates, dated September 24, 2007; and The applicant will be required to comply with the recommendations of the Preliminary Drainage Reporl, prepared by Jaeger Engineedng, dated November 18, 2009. Comments on the above application must be submitted in writing to Jerry Wasser, Associate Planner, CED - Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on January 25, 2010. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Gerald C. Wasser, Associate Planner; Tel: (425) 430-7382; Eml: gwasser@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION -----n-Jnd PI " ~,---+-- ~ j ,_RM __ -F_,~,:-< .$"· ~ / Denis Law c· _ _:May:_or -------1 P]filjj January 11, 2010 James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 98031 Department of Community & Economic Development Subject; Notice of Complete Application Stevens Point Short Plat, LUA09-159, ECF, SHPL-A Dear Mr. Jaeger: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on February 8, 2010. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7382 if yciu have any questions. Sincerely, Gerald C. Wasser Associate Planner cc: Todd Shirley/ Owner(s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057. • rentonwa.gov 01-13-10;01 :08~M; Denis Law. Ma~m January 11, 2010·. Michael Fortson Department of Transportation Renton School District 1220 N 4"' Street Renton, WA 98055 Subject: Stevens Point Short Plat LUA09-159, ECF, SHPL-A ;4252QLL465 # 1/ The City of Renton's Department of Community and Economic De~elopnient (CED) h~s, received an application ,for· a 6~iot single-family subdivision located at Stevens Avenue NW at NW 3.d Court. Please see the enclosed Notice of.Application for further details. In order· to process this application, CED needs to know which Renton schools' would be attended by children living in residences at the location indicated above. Please fill. in the appropriate schools on the list below and retur~ this letter to ;,,y attention, City of Renton, CED, Planning Division, lOSS South Grady Way, Renton, Washington 98 7 by January 25, 2010. - · High School: ----f~<l<l.+i7L.:~~---~A..=~~'-'-----'---,~--_:_--------'--'-- Will the schools you have indicat~d be able to handle the impact of th~ additional students estimated to come from the proposed development?.. Yes· K No · . ~ Any Comments:-'----,--~---,-----~--~,..:....---------~--- niank you. for providing thi~ important i~formation. If you have any questions regarding this project;. plea.se contact me at (425) 430-7382. Sincerely, · Gerald·C. Wasser Associate Plan·ner .:· · Encl. .Renton City Hall • 1055 South·GradyWay • Renton, Washington 98057 • rentonwa.gov -Lvl-, OC\-[S4 City of Renton City 0f PtAnn. A en ton 1n9 0 LAND USE PERMIT tvfsfon D[[ 3 , . MASTER APPLICATIO~~ff')-' 10 1>1 " VIC' II)) PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: FLPrr NAME: Tooo S-\.lR.l.£.'( Sr&'>tEt,.1,S" fb ,,...rr SHoi:tr 2-'1~ PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ~ ADDRESS: 5152. P>tve.. E. Sn"E.t-15 ~VE . t-.lW ( N~ Scfl\TILE , \Nf\. zip 9 BI D'S @. NW 3 al c:r. ~ r,e.'!.S CITY: <t0085'" TELEPHONE NUMBER: 2.£Xs>-U-I-'621)1., KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): l'oZ.305 'to7B APPLICANT (if other than owner) EXISTING LAND USE(S): NAME: Owt4E.R_ \J f:\~t-.rr COMPANY (if applicable): PROPOSED LAND USE(S): RE'.sltef...c.T7~ S lt.LGL.f':. H\ft\lL'( EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: Res, OEt,.\'1-•PiL PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) N~ EXISTING ZONING: TELEPHONE NUMBER: R-ta CONT ACT PERSON PROPOSED ZONING (if applicable): t-1,P>.. 3~E66-A.. SITE AREA (in square feet): NAME: ..}" f\tl\E.:S (.,0, 404- SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPAN.Y~pplicable): p . '" w,.1i::i::P..1t-LG DEDICATED: 31461) SF SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 3, (pi€, SF --, 1-\ -L "-"' . Fl.. ., .. ~d,.:4: ·1!'.)1()~1 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET • ITY: ~:,c·~~ : b: '9'ao31 ACRE (if applicable) 5!B3 ~ . ... :lil .. ~'6 · fLEPHo'NE,~UMBE~ AND EMAIL ;,:001 SS: NUMBER OF PROPOSED LOTS (if applicable) (o -~ .... ~~ ~ ..... -. Jjj~S@ o...ol. CoM NUMBER OF NEW DWELLING UNITS (if applicable): l!> H:\CED\Data\Forms· Temp\ates\SeJf.Help Handouts\Planning\Jnasterapp.doc . l . 06109 P.ECT INFORMATION (conti_,d___,I).__ ______ ~ NUMBER OF EXISTING DWELLING UNll S (if applicable): Not-JE. SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): N~ SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Ni\ SQUARE FOOTAGE OF PROPOSED N(.NRESIDENTIAL BUILDINGS (if applicable}: )'J.J:>. ON.I'=.} SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NP.. NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N.f'I PROJECT VALUE: ~ 12.o 000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): D AQUIFIER PROTECTION AREA ONE D AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA sq. ft. j»( GEOLOGIC HAZARD e,53'2. sq. ft. D HABITAT CONSERVATION sq. ft. D SHORELINE STREAMS & LAKES sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): NA D WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach leaal description on separate sheet with the followini:i information included) SITUATE IN THE N~ QUARTER OF SECTION J'o, TOWNSHIP z.3J:'RANGE b<=, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. :&air-"-5HOfl::r li..~T 3. 2. Se.~~ 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) he current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. (Signature of Owner/Representative) (Signature of Owner/Representative) I certify that I know or have satisfactory evidence that JO'v(i) i(\. 0 H ! (1_{-'1.; signed this instrument and acknowledge it to be his/her/their free and voluntary / _,....._..o:cr, the uses and pu n Notary (Print) ___ S\....u~J\J.. My appointment expires: ,, "2-011., I H:\CED\Data\Fonns-Templates\Self-He\p Han<louts\Planning\masterapp.doc -2 -06109 . ' f\.'I 1 K_t:;;N , \ , , , ,...__ . -, - -1PAIJ5/J)f-rl\,1Jo,J Supcev,'soe.. PREAF,t'LICATION MEETir-.u FOR Stevens Point 300 Block of Stevens Avenue NW PRE 08-058 CITY OF RENTON City of Rent P/ . on ann.ing i)i\1,5 ,0 '.' , r; DEC :1 1 zuog Department of Community & Economic Development - Current Planning June 19, 2008 Contact Information: Planner: Gerald Wasser, 425.430.7382 Public Works Plan Reviewer: Mike Dotson, 425.430.7304 Fire Prevention Reviewer: Dave Pargas, 425.430. 7023 Building Department Reviewer: Craig Burnell, 425.430. 7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre- screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). DATE: TO: -· FROM: FIRE DEPARTMENT l\1El\10RANDUM 6/17/08 Mike Dotson, Plan Reviewer Jeny.Wasser; Associate fl•r I STAFF CONTACT: David Pargas, Assistant Fire Marshal {j) / David Pargas -425-430-7023 PRE-APPOS-058 Stevens Point Plat SUBJECT: Review of the plans and material regarding the Stevens Point Plat has been conducted and completed. Please review the Renton Fire & Emergency Services Fire Code and Policy comments and concerns. The Fire Department Fire Code & Fire Policy comments are as follows: 1. F1RE FLOW: Structures up to 3600 square feet (including garage and basement areas) shall require a minimum fire flow of 1000 gallons per minute for 2 hours. Structures in excess of 3600 square feet shall meet a minimum fire flow of 1500 gallons per minute for 2 hours. Additional Fire Flow requirements may be required as noted in Appendix B -Table B of the 2006 International fire code. 2. REQUIRED HYDRANTS: As in accordance with Renton Fire Department standards, one (I) hydrant shall be required for structures up to 3600 square feet and that require a minimum fire flow of 1000 gallons per minute. Structures over 3600 square feet and having a minimum fire flow requirement of 1500 gallons per minute or more, shall require a minimum of two (2) hydrants. The number of hydrants required shall also be based on spacing, which shall be in accordance with sound engineering practices. Hydrants shall be equipped with 5-inch Storz fittings on the main ports. 3. HYDRANT SP ACING: Residential Spacing - A) Hydrants shall be no greater than 300 feet to the front of any structure. B) Hydrant spacing shall also be in accordance with Appendix C, Table Cl 05.1 of the 2006 International Fire Code. 4. F1RE APPARATUS ACCESS: A) The minimum Fire Apparatus Road Access -shall be no Jess than 20 feet wide and on a surface capable of sustaining the weight of a Fire Apparatus. It appears that this may be an issue, particularly with the access to lots 1 through 5. i:\city memos\08 pre app reviews\pre-app08-058 stevens point plat.doc B) Grade: The grade appears to be greater than 12 percent. Grades greater than 12 percent pose an issue for access. C) Fire Lane signage -Where the road width is 20 to 28 feet wide. Fire Lane sigt1age shall be placed on the same side in which the hydrants are located. Signage shall be as in accordance with section 503 of the 2006 International Fire Code and City of Renton Ordinance 4-4-80-6 A-G. 5. DEAD END STREETS: Street Standards Section 4-6-060-G A) Access of Dead End Streets from 700 feet or longer -Shall require two (2) means of access and Fire Sprinklers required for all houses beyond 500 feet. It appears that this issue exists off the area of 84tll Avenue South and NW 3rd Court. It is my opinion that due to the Geographical and physical Jay out of this site, that the 2 required access points may not be able to be provided. This is a significant requirement. 6. FIRE SPRINKLER REQUIREMENTS: Residential Fire Sprinklers shall be applicable to this project as a result of access issues. 7. LADDER ACCESS: Ladder access for a 35-foot ladder at 70-degree angle shall be provided on all 4 sides of a building 2 stories or greater. 8. FIRE MITIGATION FEES: Fire mitigation fees shall be $488.00 per unit and shall be paid prior to Final Plat recording. 9. ADDITIONAL COMMENTS: _Please feel free to contact the Assistant Fire Marshal, if you have any further questions or comments regarding the pre- application review comments noted on this project. i:\city memos\08 pre app reviews\pre-app08-058 stevens point platdoc DATE: TO: FROM: SUBJECT: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT l\1EMORANDUM June 18, 2008 Jerry Wasser Mike Dotson , Utility and Transportation Comments for Stevens Point SP Pre 08-058, 400-500 Blk of Stevens Ave NW NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may be subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. We have completed a preliminary review for the above-referenced development proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER I. There is an existing 8-inch water main at the West end of the site (see water plan w- 2868). And there is a 6-inch water main in Stevens Ave NW. 2. The modeled fire flow available at the site is approximately 1000 gpm. Static Water pressure is between 50 and I 15 psi. 3. Water main extension from the 8-inch on the west to the 6-inch in Stevens Ave NW may be required. 4. All new single-family construction is required to have a minimum of one fire hydrant within 300 feet. The hydrant must be capable of delivering a minimum of 1000 gpm. It did not appear that there was an existing hydrant meeting this criteria for either the upper or lower proposed lots. In addition, if the home square footage exceeds 3600 square feet, then an additional hydrant is required. 5. All subdivisions shall provide a separate water service to each new building lot prior to recording of the plat. 6. System development fees are in accordance with the attached Development Fee Summary. SANITARY SEWER I. There is currently a Sanitary Sewer available to serve a portion of this property. A sewer main extension will be required to serve the lower portion of the site. The Page 2 of2 MD 08-002.doc closest sewer main is approximately 200 feet to the South. A mainline extension will be required to serve the proposed "lower" lots. SURFACE WATER 1. Code requires that the project does a drainage analysis and meets the design criteria in accordance with the 1990 King County Surface Water Design Manual. However, if the analysis shows that detention is required for the plat improvements, then (due to downstream erosion problems in this basin) the Environmental Review Committee will condition the project to meet the design requirements of the 2005 Surface Water Design Manual. 2. System Development fees for Surface Water are $1,012 per Jot for single-family residential property. TRANSPORTATION I. This project is required by City of Renton code to install frontage improvements. These include curb, gutter, sidewalk and street lighting for plats greater than 4-lots. 2. A 30-foot Right of Way dedication along Stevens Ave will be required. 3. Street dedication and half street improvements are required by City Code for the upper portion of the plat. A variance to the street requirements may be requested. Any variance would also be required to meet all zoning and land use requirements. GENERAL COMl\1ENTS 1. A Permit application will be required if there are any proposed public utilities, drainage or street improvements. Any plans associated with these improvements are required to be prepared by a licensed Civil Engineer. 2. The applicant is responsible for securing any private utility easements. 3. If there are any questions concerning the above comments, please contact Mike Dotson at X-7304. cc: K.ayren l(jttrick Project File MD 08-002.doc DATE: TO: FROM: CITY OF RENTON Community and Economic Development ME1\10RANDUM June 19, 2008 Pre-Application File No. 08-058 Gerald Wasser, Associate Planner SUBJECT: Stevens Point General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Development Services Director, Planning Director, Community and Economic Development Administrator, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal: The subject property is located in the 300 block of Stevens Avenue NW. The project site totals 1.39 acres in area and is zoned Residential-8 dwelling units per acre (R-8). The proposal is to subdivide the existing parcel into seven lots. The applicant proposes that Lots 1, 2, 3 and 4 would take access from a private easement extending westerly of NW 3'' Court. It appears that access for Lot 5 is proposed from a private access driveway (not on the subject property to the north) and that access to Lots 6 and 7 would take access from Stevens Avenue NW. [PLEASE NOTE: The project proposal would be subject to Environmental Regulations and Subdivision Regulations pertaining to Lands Unsuitable for Subdivision and Hillside Subdivisions in the Renton Municipal Code (RMC). These regulations are summarized later in this memorandum. Attention should be draw11 to IU1C Sections 4-3-050J.5, 4-7-130 a11d 4-7-220.} Current Use: The property is currently undeveloped and vacant. Zoning/Density Requirements: The subject property is zoned Residential-8 dwelling units per acre (R-8). The density range required in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre ( du/ac). The area of public and private streets and critical areas would be deducted from the gross site area to determine the "net" site area prior to calculating density. The density of the proposed project would be 5.79 du/ac based on the calculations in the Density Worksheet provided with the Pre-Application materials. Development Standards: The project would be subject to RMC 4-2-1 JOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. A copy of these standards is included. Minimum Lot Size, Width and Depth-The minimum lot size permitted in Zone R-8 is 4,500 square feet for lots greater than one acre in size and 5,000 square feet for lots one acre or less in size. The total lot area of the subject site is more than 1 acre; therefore a minimum lot size of 4,500 square feet is applicable to the proposed project. A minimum lot width of 50 feet for interior lots and 60 feet for comer lots, as well as a minimum lot depth of 65 feet, is also required. RMC 4-7-1 ?0F states that the portion of the lot narrower than eighty percent (80%) of the minimum permitted width shall not be used for lot area calculations or for measurement of required front yard setbacks. Building Standards -The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Lots less than 5,000 square feet in size are permitted a maximum building coverage of 50% of the lot area. Building height is restricted to 30 feet and 2-stories. Detached accessory structures must remain below a height of 15 feet and one-story. The gross floor area must be less than that of the primary structure. Accessory structures are also included in building lot coverage calculations. The existing residence is proposed to remain. Compliance with building standards will be determined at the time of building permit review for any new structures. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the Zone R-8 are: Front yard -15 feet for the primary structure and 20 feet in front for an attached garage: Rear yard -20 feet; Side yards-15 feet along streets (including access easements) for the primary structure and 20 feet along streets (including access easements) for an attached garage. The setbacks for new construction will be verified during building permit re,~ew. Access/Parking: Access to the proposed project is unclear. The "existing access drive" identified on the submitted plan appears to be on private property to the north and there does not appear to be any access to Lot 5 on the subject property. Access to Lots 5 and 6 appears to be proposed from Stevens Avenue N\V. The access identified as "private access easement" which would provide access to Lots I, 2, 3 and 4 appears to be of inadequate width and on land greater than 15% slope. Each lot is required to accommodate off street parking for a minimum of two vehicles. The maximum driveway slopes cannot exceed 15%. Driveways exceeding 8% slope are required to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance is required. Landscaping and Open Space: A five (5) feet wide irrigated or drought resistant landscape strip; provided, that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. For short plats abutting principal, minor and collector arterial streets the minimum off-site landscaping is a ten (I 0) feet wide irrigated or drought resistant landscape strip. If there is additional undeveloped right-of-way in excess of 10 feet, this also must be landscaped, unless otherwise determined by the reviewing official during the subdivision process. Tree requirements for short plats include at least two trees of a City approved species with a minimum caliper of 1 Y, inches per tree which must be planted in the front yard or planting strip of each lot prior to building occupancy. A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurse1J•man or other certified professional The plan shall show the minimum 5-foot landscaping strip and t>l'O trees within the front yards or planting strip of each lot Significant Tree Retention: A tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. Critical Areas: The project site is within an area of Regulated Slopes (25 to 90 percent), appears to have areas of High Landslide Hazard as well as Moderate Erosion Hazard. A geotechnical report, slope analysis and an erosion control plan would be required at the time of formal application. Critical Areas Regulations: As stated in RMC 4-3-050J.5, development is prohibited on protected slopes. This restriction is not intended to prevent the subdivision or development of property that includes forty percent or greater slopes on a portion of the site, provided there is enough developable area elsewhere on the site to accommodate building pads. Exceptions to the prohibition may be granted for construction, reconstruction, additions, and associated accessory structures of a single family home on a11 existing legal lot pursuant to a variance which would be considered by the Hearing Examiner (RMC 4-9-250BIJ. Subdh'ision Regulations: Regarding land unsuitable for subdivision 011 steep slopes, R..HC 4- 7-130C.J.b states that a plat, short plat, subdivisio11 or dedicatio11 which would result in the creation of a lot or lots that primarily have slopes of 40% or greater without area at lesser slopes upon which development could occur, shall not be approved. Additionally, Hillside Subdivisions (which are defined as subdivisions in which the average slope is t>l'enty percent or in which a11y street in the subdivision has grades greater than 15 % at any point) as regulated i11 RJ,fC 4-7-220 are subject to the review and approval of the Hearing Examiner. The Hillside Subdivision regulations require additional information as well as more specific standards regarding grading, streets, lot size and erosio11 colltrol. Environmental Review: Subdivision of land into nine or fewer lots or tracts is exempt from Washington State Environmental Policy Act (SEPA) review, unless critical areas are known to be on or near the site. Because of identified critical areas SEPA review would be required. As part of the SEPA review a geotechnical study plus secondary review would b erequired. Permit Requirements: The proposal as submitted does not appear to be within the parameters for consideration by the Hearing Examiner. By way of information the fee for a Hearing Examiner Short Plat would be $1,000.00; the environmental review fee would be an additional $500.00; and, if a Hearing Examiner Variance is required, that additional fee would be $250.00. Upon receipt of preliminary approval, the applicant must complete any required improvements, such as sidewalks,fire hydrants and grading. A separate construction permit is required for these improvements. The applicant must also satisfy any conditi01ts of the preliminary approval before the short plat can be recorded. A separate (no-fee) submittal is required for the final short plat The newly created lots may be sold only after the short plat has been recorded. The applicant ca11 submit plans for building permit review for new construction before the short plat is recorded, however, the City can issue building permits only when the plat has been recorded. Fees: In addition to the applicable building and construction permit fees, the following mitigation fees would be required prior to the recording of the plat. • A Transportation Mitigation Fee based on $75.00 per each new average daily trip attributable to the project; and, • A Fire Mitigation Fee based on $488.00 per new single-family residence. • A Parks Mitigation Fee based on $530.76 per new single family lot. A handout listing all of the City's Development related fees is attached for your review. Expiration: Upon approval, a preliminary short plat is valid for two years with a possible one year extension. cc: Jennifer Henning '. F M R-~ IM IM IM ZONING P/B/PW TECHNICAL llEl!VlCE!I OVW07 CA IM' G3 • 19 T23N R5E W 1/2 St GA CAQC) ----~ ----ctS -----...:i CA CA CA C 1:-4800 F3 0 2yo •oo 18 T23N R5E W 1/2 5318 ,. ' ' 1 ' I PLANNING DIVISION WAIVf=. .• OF SUBMITTAL REQUIRE: .• ,.:NTS FOR LAND USE APPLICATIONS Stream or Lake Sludy, Standard, ,~~~@j1i}'ir :1;~ig#~~i§#ijii!~i~1;.:m:::::::::mmm:::mw :, Stream or Lake Mitigation Plan • Title Reporl or Plat Certificale , tiw.il9r~Y:M~~}i:',tI:::w::':t:,i,,i,:f,iirnmm:m:::,:,,,:,::r, Traffic Study 2 11r~ gµ#i~i~iiiif '.¢1~~1,mwtiilfft::::::m:tm::mmmm:::1:::::::':::?:::: U:i( Urban Design Regulations Analysis, yji@ijti~pt~iii:1~~:~:m:;:;:;;:::::m:i:i:::1:::1i:i:i1:::::m:i:1:::::1: i::@t:::::::::::::: :m Wetlands Mitigation Plan, Final 4 ,W~tfiii'i~~M~~~t#~:p1~~'::~~1,m~:~m:m:::wm:nrn::m:: iw;;,, Wetlands Report/Delineation , iir:ii#.~·i;;;;i;;;;;;;i;:;/;;;1:;;;;;;;i;ii?iiii/i'.f;;;;;;;{;;;;;f~/iiiiii!i!iiiiiiiMiiiiii 1;;;;;:;;)iJiiii}iiii! ;;;;;;;;;;;;j;j;;;;;;;ft;:1tt i:!\ii)i!i!/!Fiiiiiiiii/i;;;;;1i/!ii}i1!:i!!i}!ii;Wi!iii!}?i!WiWiii/ Applicanl Agreement Statement , AND 3 Inventory or Existing Siles ,...,0 ) Lease Agreement, Draft 2 """), Map of Existing Sile Conditions 2 ""° 3 Map of View Area 2 ANO, Pholosimulalions 2 AND, This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning H:\CEOI.Oata\Fumn;-T "'"pt,.to;\Sell·Help Handou\.C\Plannitlg\waivcrarautitnkttlroqs.xls City of Renton Planning Division DEC 3 l 1009 iRll~CC~~~~[Q) 06/09 i I I . ' PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREl\,1:NTS FOR LAND USE APPLICATIONS Calculations, @i~r~~:Mae~:t~f:Qiwri*'ii:"' "'' ,, "' ... ,, ....... ,,,,, ~ .... Construction Mitigation Description z AND• De~q•pfRi~t.it-0f.:Wii¥,Dooicalioif, :•, ,,,,;,c;••,: ,•i•<:•, , H; n••• ' •,·,;,/;•:;:;; :,.,; ·,·:,;:::,:,:,m::::;;::H,'filllilli Density Worksheet , ~iH~g~t:l~ti~i•e1~~•:••••::::,;,i'::n•;:;::::,,,:;•i!:::,: :;::,:•• ............. T:[u,:iUiii:':i/m:':',:• Dl1linage Report 2 Environmental Checklist, Existing Easements (Recorded Copy), :ft~g,~~r,~:p!jl~ifi(:'iii':\?;':'E'!)\U/L:"/\ Floor Plans , ""'" Grading Plan, Conceplual 2 Habitat Data Repor1 , :'~mpf~~~~~~~~Y~!:!:!ii;!~!:·!;'.:'.i~:i:'(!'W!!:~D~/!i~i@ii~W~i!t~Di;!: ~if~?/\~!: .,.,.:::.::;;;;;; I;t:;;;;;;;;~;;~!;;::;;;::;~;i:~;; ~i::~:;;~~:2;;;;i;;;;:;;i:~;;:;::;;::::i~;'.:;;;'.:'.; ~:~:~~~:~:\?id!i!iiiinf?i!!i@W Irrigation Pl an , ~ifig cuu,rtti'•SlieS~arq;M@p;)nd{Cal\Fig;{iJte:t··:·:•:"':'' ;,;:•.•,•,•,;,•,•,•;•;•;;:;••;; ,,:,;;;;,;;;,:: ,,,.,;,;,; ): ::::;,;,;.;,;,,,.,; ;,L;;;;;;; ;:;;•:;•;:;,; :'"''"""'' ;•;•i::,;.:,.:.; ;•fr;;;,•;; Landscape Plan, Conceptual, legal Description, Master Application Form, !'11ClilUmeritciiidS,(~ffl)YIQIJUrlll!Ai}-.. ,;,,· ,· ·: : ':· :':/:,·:; ',,:, : : •n!( \u': iu. !:·.·.·.·,:"::•;j:.·.:·.':; ·•····.·• ··; . : ;;;: ~ Neighborhood Detail Map 4 Plan Reductions (PMTs), This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning , O!S'-T1C':R\. I PROJECT NAME: :._.,, ''/ : . --S" /~ ",rf-$/lt_ DATE: l")Z2(o1 City of Renton TREE RETENTION City of Renton r:_)!~rir:ing Divi:sion WORKSHEET IRJlg(~~u\\J~[Q) 1. Total number of trees over 6" in diameter1 on project site: 1. 19 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 _a"---trees Trees in proposed public streets 1 trees Trees in proposed private access easements/tracts O trees Trees in critical areas 3 and buffers O trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. ___ O:_ ___ trees ___ 1.,_,8<.._ __ trees 4. Next, to determine the number of trees that must be retained4 , multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0. 1 in all other residential zones 0.05 in all commercial and industrial zones 4. _...,5<'-.4-'---trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4: 5. 5 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is Sess than zero, stop here. No replacement trees are required). 6. _ __;O.__ ___ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. __ o=----inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. 9. Divide line 7 by line 8 for number of replacement trees 6: (if remainder is .5 or greater, round up to the next whole number) ------inches per tree 9. ---=-O ____ trees 1 -Measured at chest height. 2 · Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3· Critical Areas, sucil as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). •-Count only those trees to be retained outside of critical areas and buffers. 5• The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 6· Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement C:\Documents and Settings\HP _ Owner\Desktop\Drawinp~hirleyTodd\Prelim\TreeRetentionWorksheet.docx 12/08 DENSITY WORKSHEET o,-.. c/,. ,'J i ll7{},q in:' /ff£((;; r~ nr,v~r:: fffJR'l City of Renton Planning Division Lsu 1!;1' t:, 10 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. /.stO 4D4 square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 6. Divide line 5 by line 4 for net density: 31 4So square feet ~.lo(~ ' square feet e. 54-1 square feet 2. 15, lao"t square feet ' 3. 44-c'1S square feet 4. -~/_._o_~ __ acres 5. units/lots 6. 5. '2>3 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. H:\Forms\Planning\density.doc • I -03108 JAW3ER ENGINEE ING 9419 5. 204 PLACE -KENT, WASHINGTON 98031 PHONE (253) 850-0934 FAX (253) 850-0155 City of Renton Planning Division November 18, 2009 PRELIMINARY DRAINAGE REPORT STEVENS POINT PRELIMINARY SHORT PLAT 6LOTS Stevens Ave. NW @NW 3rd Ct. PREPARED FOR: Todd Shirley 9709 3rd Ave. NE, Suite 500 Seattle, WA. 98115 (206) 261-8206 PREPARED BY: James J. Jaeger, P.E. RENTON, WA. DEC 3 l 2009 TABLE OF CONTENTS I. OVERVIEW II. CORE DRAINAGE REQUIREMENTS Ill. OFFSITE DRAINAGE IV. PREDEVELOPED DRAINAGE V. DEVELOPED DRAINAGE I. OVERVIEW The proposed Stevens Point Short Plat is an application for a 6 lot single family residential short subdivision situated on an existing large residential lot with an area of 1.39 acres. It is located in the Skyway area of Renton, on the west side of Stevens Ave. NW, just south of NW 41h St. (undeveloped). This project will require preliminary short plat approval and a SEPA determination by the City of Renton. The site is zoned R-8, residential. All of the proposed lots will be single family detached residences. The surrounding properties are also similarly zoned R-8. The site is undeveloped. There is an existing sewer main within a public easement that runs through the western and central portions of the site. The site is divided into 2 sections by a steep slope area in the center of the property. The western half of the site is approx. 70' higher than the eastern half. The steep slopes are located in the north/central portion of the site and are shaped like a "bowl" or semi-circle. The steep slopes will constitute a sensitive area. The steep slope area placed in a sensitive area easement that will be part of proposed Lot 3 and 4. The steepest slope is approx. 130% near the eastern edge of the steep slope area. The sloped area of the site will not be developed. The soils on the site are a sandy loam with some gravel. The western half (upper area) of the site displays a typical tall grass pasture area with many wild, native shrubs. The eastern half of the site has approx. 20 trees and is generally a second growth forest/pasture area. The existing drainage sheet flows across the property to the east. It flows down the steep slopes and into the existing drainage ditch along the west shoulder of Stevens Ave. NW. The proposed drainage system will use a piping network to carry the runoff past the steep slopes and into the existing ditch. The proposed use of the property as a 6 lot residential short subdivision will be consistent with the surrounding developments. All of the surrounding properties are developed, except for the undeveloped large lot to the north, which is similar to the subject parcel. The proposed lots will range in size from the minimum of 4500 SF to a maximum of 17 429 SF. The density of the plat is 5.83 units per acre in the R-8 zone. There will be 2 access for this short plat. The western access will serve the 3 western (upper) lots and will be a private road connected to the existing cul-de-sac for NW 3rd Ct. This private road will be within an existing and new easement and will include a hammerhead turnaround. The second access for the eastern (lower) lots will be direct driveway access to Stevens Ave. NW. A request will be submitted to the City to eliminate or defer the frontage improvements to Stevens Ave. NW, citing conformity with the adjacent and surrounding streets. A sewer main extension will be required for the 3 eastern (lower) lots within Stevens Ave. NW. The existing water mains within Stevens Ave. NW and NW 3rd Ct. will be used. A hydrant will be added as required. The site will require moderate grading for the proposed private road so that it does not exceed a 15% slope. The building pads for Lots l and 2 will require significant cutting to provide a basement driveway type house while keeping the driveways under a 15% grade. The estimated amount of grading is 1500 CY. It is anticipated that the site will have a balanced cut/fill. The on-site material from the eastern lots will be used for the road grading, if suitable, and for rear yard leveling. There are numerous trees on the site, most of which are in the lower, eastern area. The trees nearest the steep slope area be note be disturbed. The existing trees in the building envelopes for Lots l and 2 will be removed. Perimeter rockeries or concrete walls will be needed to provide the lowered driveways to these lots. Land that will be dedicated to the City include the additional right-of-way along Stevens Ave. NW. VICI Nl1'( Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR} WORKSHEET PART 1 PROJECT OWNER AND PROJECT ENGINEER PART 3 TYPE OF PERMIT APPLICATION D Subdivision ~ Short Subdivision D Grading D Commercial D Other _________ _ PART 2 PROJECT LOCATION AND DESCRIPTION Projec!Name SrevU'\S-Po11\t S, p, location 3 Township Zs N. -F-=~~ -~n-9,:.r=--- Project Size L,;,l'.? 4o ± SF AC / , 39 Upstraam Drainage Basin Size AC Q.__ PART 4 OTHER PERMITS 0 OOF/GHPA 0 COE404 D DOE Dam Safety 0 FEMA Floodplain 0 COE WeUands D Shoreline Management D Rockery D Structural Vaults pi&' Other Oz>..," -k,, ~ D HPA Gib.J\'lf PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community Drainage Basin PART 6 SITE CHARACTERISTICS D River _ _:_ _________ _ D Stream ___________ _ D Critical Stream Reach D Depressions/Swales D lake------------ ~ Steep Slopes D lakeside/Erosion Hazard D Floodplain ---------~---- D Wetlands-------------- 0 Seeps/Springs D High Groundwater Table D Groundwater Recharge D Other PART7,SOILS _' .· SoilTyp,,~ ~~e£WOCV( tapes 6~ -too%, D Additional Sheets Attatched Erosion Potential Erosive Velocities ~ 5 EfS::+ l/90 Page2of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT IZt Ch.4-DownstreamAnalysis f?sts:bef doLVOS::T~ .:Sy~ ~ Sfuef st of?-'5' oon -d I rtv Jo/£\~ D D D Additional Sheets Attatched PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION D Sedimentation Facilities I Stabifized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions ~ Cover Practices ~ Construction Sequence D other PART 10 SURFACE WATER SYSTEM MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTK>N ~ Stabilize Exposed Surface ~ Remove and Restore Tempora,y ESC FacilHies ~ Clean and Remove All Silt and Debris E" Ensure Operation of Permanent Facilities B" AagUmHsofNGPES D Other D Grass Lined Channel D TI Pipe System D Tank O Infiltration Method of Analysis SBUH Vault D Depression D Open Channel D Energy Oissapator D Flow Dispersal Co sation/Mitigation D DryPond D D WetPond D WeUand D Waiver of al:rnated Site $forage Stream D Regional Detention ---'-N:f\.,.._......._ ____ _ Brief Description of System Operation sr~:f s:[o~s :@ Cc&Ja bxs-:}n~ ~d) f.'f'''ff Facility R~ led Site Limitations . Reference Facility N,Of\R.. PART 11 STRUCTURAL ANALYSIS (May require special structural review) Urrilation D Cast in Place Vault D Other _D _Jletaining Wall J:81" Rockery> 4' High D Structural on Steep Slope PART 14 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision have visited the site. Actual site conditions as observed wem Incorporated Into this worksheet and the attatclunents. To the best of my knowledge the Information provided here is accurate. D Additional Sheets Attatched PART 12 EASEMENTS/TRACTS 18:( Drainage Easement Aocass Easement Native Growth Protection Easement Traci D Other 1 J..../ 1"'0 / :x::, l,'}0 lL L; 162~1,J Sf 120 ,\ . .,,~. ).":-~ ~ N rl ~ M 6C 98f' ~·w 1 Ti,~ 1. 63 •:,~~,..·-... --.,. "98:51A9" E I 111 10 ~ "7" ~ J • 11328# 4 7 5' n M ··/ ' ~ rl rl 113 98 11270 98 12528 N _8_9-0_8-3~ 124.90 ~, E 0 M w SFI;;; ~ ~· w NI ~ w . ·,;o·, ,,,- 5 .:.,.j; '"';;;,r,,:;: 4 " ~,t W N ~ '; ~ ~ ~ 0 ' 3 13102 sr•~ ,~,...,,. <,:,:S ,,1- "8.J...J.l...!.:. S\ IE. ,;4:oao = 1_4 _2.f.L.~ 6_0 522 n_ 17250 Sf 12995 S Hl[III CO w ~ •,J;-3(/"- c,:,:·~ .o 0 ~ ;r 0 N 89 ._.2. N ~ 978S Sf ]1____, _5 ~--:~f,,: 70 0 ~ 9788 72. 5 1' 5 32151 Sf 0 1118'.:i Sf 14 0 71 '.;j & w M 0 ~ 0 ' rl ' rl z ~ ~ ~ N gs,O Sf I 9940 sr I.~ 70 71 . 9200 SF' 29 8 ~ 7B~os-02 w 185.79 7 18133 . ,,_ ,-,-,, N 8 5-18-53 W 247.Jo 6 ,., ,...,o :rnn -., _,,u r;,:,: 10 "'~ XI'•' 16115 11 ~-,_,z. ..... 0"' "' ' ·w ;\)\. -~-.,--':.u;-- t..;s'(,--,P ';\ ~-,,. 11. ,l'V , \.'):,. '. ,£ ~· 12 ~ ... w' 32482 SF'-"'' ,--,:::_,r:[ ,,.;,ac o:, rcl g 1782 o;,70 0 1'<7}'0 2 . ~ u:w· \; ~ I 90 Sr';:; N BB-54-43 ,, :,~ 0. 4 2 ' I ·:l' t a,'-' o·-f' .,:{ ~J q'.r.; Jr,; J :i. i~ 30 !it 30 t ]J ,J. 1: " ;l fl: ., 1 '•/, t ,.,o·,·. it~S! ': .~ 88-3 o,. M ,t 30 ;;c; 4&;4-!J 8250 SF ·-" 825( 00\."' N [;(,,jq = i II-') ~ 100 100 0 ~ N ~ 0.!s'14"J 8250 8250 -C!i: ifs 0 10 0 100 L N REN. SP 013-86 7200 •~ 0 LOT 1 J ·~~0 LOT.·2 ~ N 7200 S r--'.'-",('; M m Iii 100 11["1% N BB LOT3 .\~0 -9300 SF ___ . D9~J~J_ '00 1-35 W 8810119001 LOT4 M m ,_, -9300 r:,l:,1J1 _100 VAC. t:,RD. 36il,'o VAC~l[o--:-364°2 lo-o-· ·200 100 •:IO""O o,;-;-i 44370 SF, J 1~ 1.02 AC z •=o 01 017• N .:.I', NI ,H1 i 10500 SI 1._Q_Q_ \i~" 27 14 7 22 N 88-1):-29 W 191.62 L'".i.i N 88-13-29 W 168.94 1JJl>025 Q12", 10805 (, i )': 12 0 6060S S 1. 39 AC . ,J ;:-; ~ , d"I i5 ,_c O"/J 15000 SF (11 /-1 lQ_Q_ 8000 C1J /:, '-!~ - I 4:IC,440 7500 QICE /jj_/g 100 ,.° A 4 95 9# r:. 7'-l 77 ~ ~ w T 100 -r ·.I.~--• ; ~ ' m 8 ~ ; 4595# ~ 2 't /; I' J' l i'. i J: .} :,, l J ~~ :it; ~ 0 ~ 0 M 0 M 0 ~ •=·<' o,~, 10000 sr::2 ~ _, Ol/6 (Ii /ii LI) '<:! [_) l /li 1og_ 200 ri;&) 77 0 ' ~ -c----Soi_Cl#- vAc. ORcl. 2106 /1\1)() 100_ 0104 _l;':~_m_t ...••.. _ RNSP LUA 0 057SHPL 410440 54 ~20' fl.d/Utll 15 200 12oosrfe·179 066 ______ _ ~LOT A LOT 8 :2· 5130# (11!-\4 /X,\ 4:1{)4"0 c,,~- 6745# ··iW: " N 88-13-29 W ~ f 0 ~ N -C C 0 14 0. 8 ,_c o>• /~4\ ; l:..::: .. ::::..· . .cJ.'-30125 SE OlHb 1 1i • t ~1JJl;cJ 24 01:.J II. CORE DRAINAGE REQUIREMENTS 1. Discharge at Natural Location: The site will continue to discharge the stormwater at the northeast property corner, into the natural drainage course which is existing roadside ditch along the west shoulder of Stevens Ave. NW. The drainage will be piped around the steep slopes to new catch basins within the frontage improvements for Stevens Ave. NW. The last catch basin will have an outlet to the existing ditch. 2. Off-Site Analysis: An upstream and downstream drainage analysis has been performed and is detailed in section Ill of this report. 3. Runoff Control: This project is exempt from peak rate runoff control. The 100 year peak pre-developed flow is 0.45 CFS. The 100 year peak developed flow is 0.7 6 CFS. The difference is 0.31 CFS. This is less than the 0.5 CFS that would required drainage detention. 4. Conveyance System: The project will provide conveyance piping for the street drainage and the lot roof downspouts. The piping will be sized to handle the 100 year developed storm event. 5. Erosion and Sedimentation Control Plan: An erosion control plan will be prepared and will be included with the engineering plans. This erosion control system will include silt fencing along the top of the steep slopes and along the east property line, where appropriate, construction entrance, seeding & mulching and clearing limits. A sediment pond will not be proposed because the amount of disturbance on this site is minimal. 6. Maintenance and Operation: The private road for this site will owned by Lots 4-6 and will be maintained by these lots. The frontage improvements for Stevens Ave. NW will be dedicated to the City. 7. Bonds and Liability: The appropriate bonding and insurance forms will be secured prior to any construction on the site. SPECIAL DRAINAGE REQUIREMENTS There are 12 special drainage requirements that may apply to any project. In this case, none of them apply to this project. Ill. OFFSITE DRAINAGE A. UPSTREAM DRAINAGE The upstream offsite drainage contribution to this site should be minimal. The east and north property lines are down-gradient from the site and would not have any runoff entering the site from those directions. The south property line is an existing residential subdivision. This lots within this subdivision drain towards the southeast, onto the public street. No runoff enters the subject site from this subdivision. The remaining direction is from the west. The property to the west is an undeveloped lot that does not generate much runoff due to the existing vegetation on that site. The runoff from this lot is negligible. B. DOWNSTREAM DRAINAGE The drainage from the site will be discharged from the last catch basin in the Stevens Ave. NW frontage improvements at the northeast corner of the property. This CB will discharge into the existing roadside ditch along the west side of Stevens Ave. NW. l. The roadside ditch along the west side of Stevens Ave. NW flow to the north. The ditch approx. 18" to 24" deep and has l :1 side slopes. It is covered with gravel and grass. It has a slope of approx. 3%. From the discharge point, the ditch runs for 50' and then enters a 12" culvert. 2. The culvert is approx. 120' long and runs along the west side of Stevens Ave NW, under the intersection with Seneca Ave. NW. 3. The culvert discharges into a similar roadside ditch. The ditch flows to the north along the west side of Stevens Ave. NW for approx. 300'. A 12" culvert begins where the ditch ends. 4. The 12" culvert is approx. 50' long and flows to the north. It discharges into a type l CB in the southwest corner of the intersection of Stevens Ave. NW and NW 4th Place. 5. The CB has an outlet pipe that runs approx. 40' to the north, under the intersection, to another type l CB at the northwest corner of the intersection. This CB has another inlet pipe from NW 4th Place. 6. This CB has an outlet pipe that flows to the north. This pipe runs for approx. 120' and ends at another type l CB on the west side of Stevens Ave. NW. 7. This CB has an outlet pipe that flows to the north in the shoulder of Stevens Ave. NW. It runs for approx. 150' to another type l CB. 8. This CB is also located on the west side of Stevens Ave. NW. It has an outlet pipe to the north. This pipe runs for approx. 75' and into another type l CB. 9. This CB has an outlet pipe to the north that runs for approx. 75' to another CB in the west side of Stevens Ave. NW. l 0. This CB has an outlet pipe to the north that runs for approx. 150' along the west side of Stevens Ave. NW and under the intersection with NW 5th Place. After crossing the intersection, this pipe discharges into a roadside ditch. This ditch runs for approx. 260' along the west side of Stevens Ave. NW. The ditch enters a 40' long culvert that enters a type 2 CB at the southwest intersection of Stevens Ave. NW and S. 124th St. 11. This CB has another inlet from the west, from S. 124th St. The outlet is an 18" pipe that runs to the east for approx. 120' under Stevens Ave. NW. It discharges into a large, natural ravine, falling to the east. 12. The flow from the ravine travels approx. 800' and is collected by a type 2 CB 200' east of Rainier Ave. S. A commercial development carries the runoff east to Rainier Ave. S. The runoff is piped under Rainier Ave. S. and into the large drainage system along the west side of the Renton Municipal Airport and into Lake Washington. SUMMARY The drainage from the project will be discharged into the existing drainage system along the west side of Stevens Ave. NW. It then flows into a large ravine, east to Rainier Ave. S. and to the airport. The increase in flow from this project is small enough so that the downstream system will not be significantly impacted. E3SE -OTT 23N ROSE SE 1/4 l>H 3S 3PO~ NE<:: lU -3SZ3 ~-· y~~lNAGJ!-;1 L-·--='---' ·-----·---~------- IV. PREDEVELOPED DRAINAGE The drainage from the existing site currently sheet flows towards east and down the steep slopes. It then sheet flows into the existing ditch along the west side of Stevens Ave. NW. There are no drainage improvements on the site. The project drainage area was determined to be the entire property area less the area of the steep slopes and buffers. The steep slope area was not considered as part of the drainage area because it will remain in its natural condition. II will not be disturbed. The total on-site area is 1.39 acres. The steep slope and buffer area is 0.44 acres. The remaining 0.95 acres was used as the project drainage area. The existing drainage analysis was performed using the "Waterworks" hydrology software and its summary tables and charts are attached for reference. The methods outlined in the King County Surface Water Drainage Manual were used as guidelines. Following this page are the data sheets used for the computer input data. The computer summary sheets for peak flow and time of concentration calculations are also attached. Below is a brief description of the existing drainage characteristics: Time of concentration: 2 year peak flow: 10 year peak flow: 100 year peak flow: total area: pervious area: curve number: impervious area: curve number: 17.43 minutes 0.11 CFS 0.26 CFS 0.45 CFS 0.95 acres 0.95 acres 83 (averaged) None NA 5Tf\15+l5 fbiNT SHc::,R\ MT ffis~ 0E::'£ci QPFJ', t,R&, r-JA:GE; B. CUP..',/E-N,UN\R,~ ·. 1 _ Sell~ ~ ?'~0-eta...( Tt\l 'fr f'\(&~cod) H'iJ!ns:,(o Glc:-~'-'f C. N.~ 3. i\ 'N\E--OF <'.::{) N <::e.t--n-f,J'fil DN I . sheer--fio<.--0 o...,c.-vc,:s-:s-\..t.)2..,-sT kt~ o.f? :s-i t e. 1"D "\'o\ D~ st.e.e..r 'S'/~ . L::: 2c.r S 1 , Sl'f'-e. :: 3(Q4--3o:2> 2-,C(S 0.2.J:.1- I S-o PLU\J I~ LS : 2_ 'f ("\ -2.0 2-. IO"{'-,.. 2--1 ~-IC\>f:::: '3 .C, f~c--DE->{ PE..f.>rk. FL f.)....,.)s , 1-Z.yr-= 0. I ( CFs "2,. \~'fV :: (!) • VJ DfS 3 IC0 1 r--.: O,~ c.P->. 10/15/09 Jaeger Engineering STEVENS POINT SHORT PLAT SBUH HYDROGRAPH ANALYSIS PEAK PRE-DEVELOPED FLOWS page 1 -======================-=======-===------=--------------=---------__ _ BASIN ID: AlO SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: BASIN SUMMARY NAME: Pre-developed, 10 year 0.95 Acres USERl 2.90 inches 10.00 min 17. 43 min 0.20 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.95 Acres CN .... : 83.00 IMPERVIOUS AREA AREA .. : 0.00 Acres CN .... : 98.00 PEAK RATE: 0.26 cfs VOL: 0.11 Ac-ft TIME: 480 min BASIN ID: AlOO SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: NAME: Pre-developed, 100 year 0.95 Acres USERl 3.90 inches 10.00 min 17.43 min 0.20 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.95 Acres CN .... : 83. 00 IMPERVIOUS AREA AREA .. : O. 00 Acres CN .... : 98.00 PEAK RATE: 0.45 cfs VOL: 0.17 Ac-ft TIME: 480 min BASIN ID: A2 SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: NAME: Pre-developed, 2 year 0.95 Acres USERl 2.00 inches 10.00 min 17.48 min 0.20 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.95 Acres CN .... : 83.00 IMPERVIOUS AREA AREA .. : 0.00 Acres TcReach -Sheet L: 296.00 PEAK RATE: 0.11 cfs VOL: CN .... : 98.00 ns:0.2400 p2yr: 2.00 s:0.1900 0.06 Ac-ft TIME: 480 min File Basin Hydrograph Storage Discharge Level pool 3eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeei 0 INPUT, MODIFY OR BROWSE DATA 0 0 BASIN ID A2 SBUH HYDROGRAPH 0 0 DES4eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeei oARE 0 TIME OF CONC WORKSHEET 0 NFALL CHOICES 0 RAI 0 <----Tc Reach Type----> Tt(min) 0 TYPE IA 0 TIM 0 0 TYPE I 0 TIM 0 REACH 1 [SHEET] [SHALLOW] [CHANNEL] 17 .43 °TYPE II 0 RAI 0 REACH 2 [SHEET] [SHALLOW] [CHANNEL] 0. 00 °TYPE IIA 0 ABS 0 REACH 3 [SHEET] [SHALLOW] [CHANNEL] 0. 00 °TYPE 3 0 BAS 0 REACH 4 [SHEET] [SHALLOW] [CHANNEL] 0. 00 °USER 1 0 ST0°REACH 5 [SHEET] [SHALLOW] [CHANNEL] 0. 00 °KC 7 DAY o o °CUSTOM 0 PER 0 Tc, sum of travel times (min) ... : 1 7. 43 ° OAREO O °CN °Fl0Key: QUIT F5Key: CLEAR 0 0 aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeef 0 SUMMARY DATA 0 PEAK HYDROGRAPH TIME: 0.00 hrs 0 PEAK HYDROGRAPH FLOW: 0.0000 cfs 0 TOTAL HYDROGRAPH VOL: 0.0000 ac-ft 0 HOME END Fl:Find F2:New F3:Get F4:Tc-Calc F5:Delete 0 0 Pgup Pgdn F6:Compute F7: FS:Method F9:Template FlO:Exit aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V. DEVELOPED DRAINAGE The developed project will include the new private road, hammerhead, additional pavement within the Stevens Ave. NW R.0.W., Lot 5 driveway easement and 6 new houses with impervious surfaces of 3000 SF each. The remaining portion of the developed site will be residential landscaping. The developed drainage will use individual lot infiltration for each of the houses. The site will be exempt from drainage detention because the increase in l 00 year peak flow from the pre-developed to the developed condition is less than 0.5 CFS. The actual increase is 0.31 CFS. The project drainage area used to calculate the flows were the same as the area used in the pre-developed drainage calculations. Similar to the existing condition, the SBUH hydrograph method was used to determine the peak flows for the various storm events. The computer data sheets for the developed flows follow this page as well as the works sheets and the time of concentration calculations. A brief summary of the developed drainage characteristics are: time of concentration: 2 year peak flow: l O year peak flow: l 00 year peak flow: total area: pervious area: curve number: impervious area: curve number: l 0.00 minutes 0.33CFS 0.53 CFS 0.76 CFS 0.95acres 0.38 acres 86 0.57 acres 98 8. c, D. f. Sll=-\lE-Ns fb1NT Srto&J-PL€ 1k=>{ E-LOW--b .!)P-sh-tN V:i Ge C{_J f<..\/E NU f'/\e~.'5 1. 3o,[:s-~ G[~ Till ~ ~lci&.v-~ H'f J..re.( '\r l c., Q-fD--2..p C :2-. P<'Ofr;~ \~~1~s·.' Gj Pr1vo-r-e.... ~ 1 L-ot.r 5'4~ '. [Jl(Z~ -: 26~1 SP ~0-W'Wv\ Gr1\ eo-Jl '. 8D(~ 1-2(/~ : "(00 S,: .Q LDt 5 ~r1~0-j ~.' 52.,(/~ 7?£> 3r ~ st~ f\r,___ (2-st. 1t11.~: IIS(tt;,+5_)= 24/SSF- (rotz,-\ ~::s--1 ~ ~ ~'01'1 ::5r. d) !.Q 'r-ou~:5"" e 30cO SF ec.o..; ro(?PcD)"' I /f)C£IO s'F ( ~~"-t--'<-Jn v e.-u)°"() ~ Toia..-\ I I'(\ F"-110\.)S : 2. 4-, 0/ '7 .sF = 0' s, Ac.-. 3. Pe..t"\J,o...,s: o.crs-D.S,"' 0,3<2, A<- C:.-t-.1 , ~lo ( (cu..u,-., I 1~JJ:sca.p~ T, If'/\ E D F ~ CBN. TP-h 'T70N !. U5'e-the.-('(\1'/'i1'N\UM Tc.., Gr o._ ~e,\of~ .::s,J-G i= \0 VY\11'\U-f-,s:~ t~OPLUV1/>\-L5 I, 2'[r-:= 2-.V z_. Jo-,-. := z... 't 3. IOO'\f r . .: 3. '1 DE..'{ E.LDA:..D ~IC-FL.D-us·. \' 2'jr =-o.~'3 CF:'> 2, \ 0\(r ;; {) ,5'3 c..p_s- 3, /OO,(r. (!) ,(VJ CF:>. 10/15/09 Jaeger Engineering STEVENS POINT SHORT PLAT SBUH HYDROGRAPH ANALYSIS PEAK DEVELOPED FLOWS page 1 =================================------------------------------------ BASIN ID: BlO SBUH METHODOLOGY TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: BASIN SUMMARY NAME: Developed, 10 year 0.95 Acres USERl 2.90 inches 10.00 min 10.00 min 0.20 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.38 Acres CN .... : 86.00 IMPERVIOUS AREA AREA .. : 0.57 Acres CN .... : 98.00 PEAK RATE: 0.53 cfs VOL: 0.18 Ac-ft TIME: 480 min BASIN ID: BlOO SBUH METHODOLOGY NAME: Developed, 100 year TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: 0.95 Acres USERl 3.90 inches 10.00 min 10.00 min 0.20 PEAK RATE: 0.76 cfs VOL: 0.25 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.38 Acres CN .... : 86.00 IMPERVIOUS AREA AREA .. : 0.57 Acres CN .... : 98.00 Ac-ft TIME: 480 min BASIN ID: B2 SBUH METHODOLOGY NAME: Developed, 2 year TOTAL AREA ....... : RAINFALL TYPE .... : PRECIPITATION .... : TIME INTERVAL .... : TIME OF CONC ..... : ABSTRACTION COEFF: 0.95 Acres USERl 2.00 inches 10.00 min 10.00 min 0. 20 PEAK RATE: 0.33 cfs VOL: 0.11 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA .. : 0.38 Acres CN .... : 86.00 IMPERVIOUS AREA AREA .. : 0.57 Acres CN .... : 98.00 Ac-ft TIME: 480 min • STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table III-1.3 (Publi•hed by SCS in 1982) SCS Weatern W••hington Runoff Curve Number• Runoff curve number• for •elected egrJ.cultural, auburban and urban land u•e for Tvna 1A rainfall di•tribution, 24-hour atorm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A 8 C D cultivated landlll• winter condition 86 91 94 95 Mountain o~n area•• low growing bru•h fo ora••landa 74 82 89 92 Meadow or na•ture, 65 78 85 89 Wood or fore•t land, undhturbed 42 64 76 81 Wood.or fore•t land, young eecond growth or brush 55 72 81 86 Orchard, with cover croo 81 88 92 94 Open space•, lawn•, parka, golf couraee, cemeteries, land•caping. Good condition: graaa cover on t751 of the 68 80 86 90 area Fair condition, gra•• eover on 50-751 of 77 85 90 92 the area Gravel roads fo parking lot•• 76 85 89 91 Dirt road• fo narkina lota, 72 82 87 89 Impervioua 11urf_ace8, pavement, roof• etc. 98 98 98 98 nn.n water bodiea, lakes, wetland•, =nda ate. 100 100 100 100 Single family raaidential(2): Dwelling Unit/Gro•• Acre 1Impervioua(3) Separate curve number 1.0 DU/GA 15 ahall be aalected for l. 5 DU/GA 20 pervioua (, impervioua 2.0 DU/GA 25 portions of the aite 2.5 DU/GA 30 or-basin 3.0 DU/GA .. ... 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA so 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 PUD'•, condo•, apartments, I impervious - ccawercial busineaaea ' muat be indu•trial area• computed ( 1) (2) (3) For a more detailed description of agricultural land uae curve number• refer to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972. Asaumea roof and driveway runoff ia directed into street/storm system. The remaining pervioua areas (lawn) are considered to be in good condition for these curve numbers. Ill-1-12 FEBRUARY, 1992 KING C OUN TY, W I IN GT ON, S UR FA CE WA" R DES I G-N MANUAL Infiltration facilities must be designed based on infiltration testing and a soils report prepared by a professional civil engineer with expertise in soil engineering. To maintain outflow rates of the infiltration tanks and ponds. all inflow must be pretreated for sediment removal (see Section 5.4). An emergency overflow path must be identified for infiltration facilities and noted on the engineering plan. This overflow path must be analyzed to meet the requirements of Core Requirements #1 (see Section 1 .2. 1) and #2 (see Section 1.2.2) for the 100-year, 24-hour duration design storm, except Downspout Infiltration Systems (see Section 4.5. 1 ). Infiltration facilities may be especially useful in the following circumstances, provided the proper soil conditions are present and all requirements can be met. (1) The proposed project discharges to a closed d@pression. (21 The proposed project discharges to a severely undersized conveyance system that restricts the runoff volume that can be accommodated. (31 The proposed project is in a Critical Drainage Area requiring runoff volume control. Exemption, From On-Site Peak Rate Runoff Control On-site peak rate runoff control will not be required for a proposed project in the following situations. Negligible Peak Runoff Rate Increase':. (11 The proposed project site post-developed peak runoff rate for the 100-year, 24-hour duration design storm event is calculated for each discharge location• to be less than 0.5 cfs more than the peak runoff rate for the existing site conditions; OR, (21 The project proposes to construct 5,000 square feet, or less, of new impervious surface. Direct Discharge: The proposed project will discharge surface and stormwater runoff without on- site peak rate runoff control directly to: A Regional Facility. Direct discharge of surface and stormwater runoff to a regional facility will be allowed if: o the facility has been demonstrated to adequately control the proposed project's increased peak rate of runoff by an adopted King County basin plan or by a detailed drainage analysis approved by the SWM Division; AND o the facility will be available by the time of construction of the project; AND o the conveyance system to the regional facility can accommodate, with no significant adverse impact to the drainage systems, the design peak runoff for the proposed project site and the equivalent area' developed to the full zoning potential. 7 Proposed projects in adopted critical drainage areas, basin plans and community plans requiring peak runoff rate or runoff volume controls more strict than standard controls shall not qualify for this exemption. • A threshold discharge area is an on-site area which drains to a single natural discharge location or multiple natural discharge locations that combine within 1 /4-mile downstream. • The equivalent area is the area tributary to the receiving water body equal to or less than the shortest, straight line distance from the discharge point from the receiving water body (or regional facility) to the furthermost point of the proposed development. 1.2.3-5 11/94 ) ' ' City of Renton PJ:_.i 'ii ;·inq Di·.;isinn ,. ·'-'·• ENVIRONMENTAL CHECKLIST i}FI' '.' ·1· ·1.nrl'' ., • I 'U, ,l Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal. if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or" does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems. the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for non-project proposals: Complete this checklist for non-project proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For non-project actions, the references in the checklist to the words "project'', "applicant", and "property or site" should be read as "proposal", "propose(', and "affected geographic area" respectively. TO BE COMPLETED BY APPLICANT A. BACKGROUND 1. Name of proposed project, if applicable: Stevens Point Preliminary Short Plat 2. Name of Applicant: Todd Shirley 3. Address and phone number of applicant and contact person: Applicant: Todd Shirley 9709 3,d Ave. NE. #500 Seattle, WA. 98115 (206) 261-8206 Contact: James Jaeger, P.E. Jaeger Engineering 9419 S. 204 Place Kent, WA. 98031 (253) 850-0934 4. Date checklist prepared: December 17. 2009 5, Agency requesting checklist: City of Renton -Development Services 6. Proposed timing or schedule (including phasing, if applicable): Begin construction in spring, 2011 . or as soon as practical after receiving all required approvals and development permits. Project will continue with most work being performed during Spring/Summer of 2011. No phasing is proposed. 2 7. Do you have any plans for future additions, expansion, orfurther activity related to or connected with !his proposal? If yes, explain. No 8. Us! any environmental information you know about Iha! has been prepared, or will be prepared, directly related to this proposal. Gotechnical report. free survey and inventory. storm drainage analysis and report and slope analysis. Other investigations as may be required by the City during the review process. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting !he property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits Iha! will be needed for your proposal, if known. A site construction permit will be required from the City to construct the roads, drainage, water, sewer and utilities. Applications and approvals will be required for the sanitary sewer and water service from The City of Renton. A grading permit may be required by King County for a small portion of the private road outside of the City limits. A building permit will be required for each structure that will be constructed on this project. 11. Give brief, complete description of your proposal, Including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is a 6 lot residential short subdivision. The site is l .39 acres and is zoned R-8. There are no existing structures on the property. The property has easement access from NW 3,d Ct, from the west and fronts along Stevens Ave. NW, along the east property line. The central portion of the site is predominantly steep slopes down to the north. The western half of the site is approx. 70 ft. higher than the eastern half. The site is generally shrubs & tall grass with sporadic groups of trees in the eastern half. The project will produce 6 lots, of various sizes. All of the lots will have detached, single family residences. The 3 western lots will gain access from an easement connected to NW 3,d Ct., a public road. The eastern 3 lots will gain access directly from Stevens Ave. NW. The proposed utilities will include water, sewer, drainage and dry utilities that will need to be constructed. An existing sewer main runs across the upper, western half. A new sewer main extension in Stevens Ave. NW will need to be constructed to connect to the existing sewer approx. 200' to the south. 12. Location of the proposal. Give sufficient Information for a person to understand the precise location of your proposed project, Including a street address, If any, and section, township, and range, If known. If a proposal would occur over a range of area, provide the range or boundaries of the slfe( s ). Provide a legal description, site plan, vicinity map, and topographic map, If reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted wlfh any permit applications related to this checklist. Location: The property is located on the west side of Stevens Ave. NW, south of NW 4'" St. (unimproved). It also lies east of NW 3,d Ct. There is no address for the site. The Assessor's Parcel Number is 1823059078. The site is situated in Section 18. Township 23N, Range 5E in the City of Renton, King County. Legal Description: The legal description is shown on the preliminary short plat plan and on the land use application form. B. ENVIRONMENTAL ELEMENTS 1. Earth 3 4 a. General description of the site (under line one): Flat, rolling, hilly, steep slopes mountainous. other. b. What Is the steepest slope on the site ( approximate percent slope)? The steepest slope on the site is approximately 130% within the steep slope area near the north/center of the property. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils. specify them and note any prime farmland. A geotechnical soils investigation and history of surrounding land indicates that the soils are a fine. sandy loam type. These are generally classified as Alderwood soils by USDA. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None. e. Describe the purpose, type, and approximate quanllfles of any filling or grading proposed. Indicate source of 1111. The western half of the site is steep, but developable. This area will have 3 lots that will require moderate grading. The construction of the private road and hammerhead will require an average of 4 ft. of fill material to maintain a 15% slope. The volume of this fill is approximately 800 CY. This fill can be provided by the excavation from the house locations for Lots 1 and 2 in the eastern half of the property. if the material is acceptable. These 2 lots and driveways will require a cut of approximately 650 CY. Additional material can be taken from the rear yards of these 2 lots so that the cut and fill will balance on this site. The total cut/fill will be approx. 1500 CY. Any structural fill that may be required will be received from a local source of acceptable material. This source is not yet known. f. Could erosion occur as a result of clearing, construction, or use? H so, generally describe. Yes, during rainy construction periods. The disturbed soils could be picked up by runoff water and carried down-gradient. This would occur before the site is stabilized and covered. g. About what percent of the site will be covered with Impervious surfaces after project construction (for example. asphalt or buildings)? The impervious surfaces for the proposed project will include the new roads and sidewalks, as well as the new living unit structures, driveways, decks, walkways and other residential elements. The approx. percentage of area of impervious surface will be 25%. 5 h. Proposed measures lo reduce or control erosion, or other impacts to the earth, if any: Proposed measure to reduce or control erosion, or other impacts to the earth include temporary and permanent erosion and sediment control measures. Temporary erosion and sediment control measures include the installation of sill fence . sedimentation traps or ponds, interceptor ditches, seeding or mulching of exposed surtaces that are expected to remain open for long periods of time, the application of water to exposed surfaces during dry seasons for dust control. Additional measures will include a quarry spall construction entrance/exit pad and filter traps inside of existing and new catch basins. 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, Industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities If known. Dust {suspended particulates) and construction exhaust emissions to the air will occur during the temporary construction period. Automobile emissions will result from the completed project from the resident traffic. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. In general, there are no off-site sources of emissions or odor that may affect the proposed development. There will be periodic automobile exhaust from the adjacent public road. c. Proposed measures to reduce or control emissions or other impacts to air, If any: Contractors will be required to implement standard practices for dust suppression such as the application of water to exposed surfaces, during construction. 3. Water a. Surface: 1) Is there any surface water body on or In the Immediate vicinity of the site (Including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river ii flows into. No. 2) Will the project require any work over, In, or adjacent to (within 200 feet) the described waters? It yes, please describe and attach available plans. No. " 3) Estimate the amount of fill and dredge material that would be placed In or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) WIii the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities If known. No surface water withdrawals or diversions are proposed. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. The site is not located within a 100--year flood plain. 6) Does the proposal Involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. The proposal does not involve any discharges of waste materials to surface waters. b. Ground: 1 ) WIii ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No groundwater will be withdrawn and no water will be discharged to groundwater as part of this project. 2) Describe waste material that will be discharged Into the ground from septic tanks or other sources, If any (for example: Domestic sewage; Industrial, chemicals, agricultural: etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (If appllcable), or the number of animals or humans the system(s) are expected to serve. No discharge. All of the new houses will be connected to the public sewer system that is existing on the site or within Stevens Ave. NW. c. Water Run-off (Including storm water): 1) Describe the source of run-off (including storm water) and method of collection and disposal, If any (include quantities. If known). Where will this water flow? Will this water flow Into other waters? If so, describe. Storm water run-off from all impervious surfaces will be collected in road gutters. catch basins. roof drains. etc. and directed into a piping system. The pipes will direct the water to the existing drainage system along the west shoulder of Stevens Ave. NW. This existing drainage ditch flows to the north. 7 2) Could waste materials enter ground or surface waters? If so, generally describe. Waste materials could enter the ground water if they are introduced into the system and are not removed by water quality facilities. d. Proposed measures to reduce or control surface, ground, and run-off water Impacts, if any: Best Management Practices proposed for erosion/sedimentation control during construction. Facilities for drainage control including a individual lot infiltration (where feasible), catch basin sumps, and oil/water separators will be used. 4. Plants a. Check or circle types of vegetation found on site: deciduous tree: alder. maple, birch, cottonwood evergreen tree: !i!. cedar. pine grass pasture crop or grain wet soil plants: cattail. buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil. other b. Whal kind and amount of vegetation will be removed or altered? The site is currently undeveloped. There are numerous shrubs, trees, brush and grass. Most of the trees are located along the eastern, lower portion of the property. Most of the existing pasture grass, brush and shrubbery will be removed. Most of the few trees in the developed eastern portion of the site will be removed. All of the trees and vegetation in the steep slope area will be saved. c. Us! threatened or endangered species known to be on or near the site None are known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, If any: All of the existing vegetation within the steep slope area will be saved. Some of the existing trees in the lower, eastern area will be saved. A tree inventory plan has been provided. Much of the completed landscaping will be new residential type landscaping consisting of lawn, shrubs and ornamental trees. Street trees and residential trees (2 per lot) along with a landscape strip along Stevens Ave. NW, will be planted. 5. Animals 8 a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: X Birds: hawk, heron, eagle, songbirds, other: X Mammals: deer, bear, elk, beaver, other: squirrel. Fish: bass. salmon. trout. herring, shellfish, other: Eastern gray squirrel and songbirds are typical of western Washington forests and residential neighborhoods. b. Ust any threatened or endangered species known to be on or near the site. No threatened or endangered species are known to be on or near the site. c. Is the site part of a migration route? If so, explain. The Puget Sound area is part of the Pacific Flyway. Birds that inhabit the area vary seasonally due to migrations. However, the area is not part of a larger. permanently preserved migratory bird habitat. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources What kinds of energy ( electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether If will be used for heating, manufacturing, etc. The energy needs for the project site will be met through services offered by Puget Sound Energy. PSE will be servicing the project site with natural gas and electricity. These services will be used for heating, appliances and general household uses. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. The site and its surrounding properties slope to the east and will remain exposed to the morning solar potential. c. What kinds of energy conservation features are Included In the plans of this proposal? List other proposed measures to reduce or control energy Impacts, if any: The contractors will comply with applicable City of Renton and other energy conservation requirements. such as the IBC. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. There are no known environmental heath hazards that would be of potential concern during construction of the proposed project. 1) Describe special emergency services that might be required. 11 is not anticipated that there will be any additional demand for special emergency services to serve the site as a result of the proposed project. Typical emergency services such as fire, police, medical may be required as is typical for any residential development. 9 2) Proposed measures to reduce or control environmental heaffh hazards, If any: Since there are no known environmental health hazards associated with the project. no measures are proposed. b. Noise 1) What types of noise exist In the area which may affect your project (for example: traffic, equipment, operation, other)? The current noise in the vicinity and on the project site is typical of a residential setting. Background noise includes traffic noise from the roadways in the vicinity of the project site. outdoor equipment such as lawn mowers. and the delivery of manufactured goods being loaded and unloaded from trucks on the project site. Renton Municipal airport is approx. Y, mile to the east, but air traffic moves away from the site during takeoff and landing. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. The operation of construction vehicles on-site during clearing, grading, sitework and the construction of the proposed houses will cause a short-term increase in daytime noise levels in the project vicinity. Construction would take place during normal hours for construction as permitted by the City ordinances. The levels of noise on a long-term basis will be affected by the adjacent and new roads, but this is not only caused by the project. 3) Proposed measures to reduce or control noise impacts, if any: Contractors will be required to confine on-site construction activities to daytime hours. in accordance with City ordinances. 8. Land and Shoreline Use a. What Is the current use of the site and adjacent properties? The existing site is single family residential. The properties to the south. east and west are similar large parcel residential sites. The property to the north is an undeveloped, larger parcel similar to the subject property. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. There are no existing structures on the site. d. Will any structures be demolished? If so, what? No. e. What Is the current zoning classlflcation of the site? R-8. f. What Is the current comprehensive plan designation of the site? Single Family Residential, Urban. medium density. 10 g. If applicable, what Is the current shoreline master program designation of the site? The site is not within a Shoreline Environment. Has any part of the site been classlfled as an "environmentally sensitive" area? If so, specify. Yes. The steep slope area in the north/central portion of the site. i. Approximately how many people would reside or work In the completed project? Based on an estimated average of 3.5 people per unit, there will be approx. 21 people residing in the completed development. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal Is compatible wtlh existing and projected land uses and plans, if any: The proposal will be consistent with the proposed zoning and Comprehensive Land Use Plan Designations for the property. The adjacent subdivisions to the west east and south are of similar uses. 9. Housing a. Approximately how many units would be provided, If any? Indicate whether high, middle or low-Income housing. 11 6 new housing units will be provided. It is anticipated that these units will be in the middle-income price range. b. Approximately how many units, If any, would be eliminated? Indicate whether high, middle or low-income housing. None. c. Proposed measures to reduce or control housing Impacts, If any. None. 10. Aesthetics What Is the tallest height of any proposed structure{s), not Including antennas: what Is the principal exterior building materlal(s) proposed? The tallest height of the typical proposed house structures is estimated to be a> feet. The principal exterior building materials for the structures will be wood siding and composition shingle roofs. b. What views in the Immediate vicinity would be altered or obstructed? No views in the immediate vicinity would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, If any: No such measures will be needed since no such impacts are expected. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would It mainly occur? The proposed project will install street lighting, if required by the City, for residential developments. It is likely the light and glare will slightly increase during the night as the result of the proposed project. b. Could light or glare from the finished project be a safety hazard or Interfere with views? None that we are aware of. c. What existing off-site sources of light or glare may affect your proposal? Existing off-site sources of light and glare in the project vicinity would be from street lights and motor vehicles operating on adjacent roadways. These sources or light and glare are not considered to significantly affect the proposed project. ' 12 d. Proposed measures to reduce or control light or glare Impacts, if any: No measures are proposed to reduce or control light or glare impacts. 12. Recreation a. What designated and Informal recreational opportunities are In the Immediate vicinity? Bryn Mawr Park is located approx. l /2 mile to the northwest. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control Impacts on recreation, Including recreation opportunities to be provided by the project or applicant, If any: A parks mitigation fee will be paid to the City, if required. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. There are no known places or objects listed for, national, state or local preservation registers within or near the project. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural Importance known to be on or next to the site. There are no known landmarks or evidence of historic; archaeological; scientific; or cultural importance located on or near the site. d. Proposed measures to reduce or control impacts, If any: None proposed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, If any. The western half of the site will gain access from a private road connected to NE 3"' Ct .. a public road. The eastern half of the site has direct access to Stevens Ave. NW, which runs along the eastern property line. ·• 13 b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? There is public transit along Rainier Ave. S, approx. l /3 mile to the east of the short plat. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will likely provide 24 parking spaces based on four parking spaces per unit. None would be eliminated. d. Will the proposal require any new roads or streets, or Improvements lo existing roads or streets. not Including driveways? If so. generally describe (Indicate whether public or private). The frontage along Stevens Ave. NW. will be improved with pavement widening, curb, gutter and sidewalk. However. a request to delete these improvements will be submitted to the City citing conformity with the surrounding road. The new internal private street for the western half will be constructed as a private road per City standards. e. Will the project use ( or occur In the Immediate vicinity of) water. rail. or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, Indicate when peak volumes would occur. It is generally considered that one residential unit will generate l O vehicle trips per day. With this ratio, the estimated new vehicular trips will be 60 per day. There will be approx. l peak AM and PM trip per day per unit. g. Proposed measures to reduce or control transportation impacts, if any; Traffic mitigation fees will be paid as required by the City. 15. Public Services a. Would the project result In an Increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The project will result in a potential increased need for fire protection. medical and police protection services. II will also increase the demand on the school system. The need for these services are typical for a residential development. b. Proposed measures to reduce or control direct impacts on public services, if any. The required impact fees will be paid. The finished lots will be added to the tax base to provide tax support for the public services. ' '• • 14 16. Utilities a. Circle utilities currently available at the site: electrictty. natural gas. water. sewer. refuse service. telephone. septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service. and the general construction activities on the site or in the immediate vicinity which might be needed. Proposed utilities for the project include the extension of water. sewer. electricity, gas and telephone within the plat. These services are generally located within the Stevens Ave. NW public right-of-way and the public on- site utility easement. The services will be provided by: Sewer: City of Renton. Water: City of Renton. Electricity & Gas: Puget Sound Energy. Telephone: Qwest Cable TV: Comcast Cable C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above Information Is true and complete. H is understood that the lead agency may withdraw any declaration of non-significance that It might Issue In reliance upon this checklist should there be any wilttul misrepresentation or wtlttul lack of full disclosure on my part. Proponent: ~ [N\Q/) 9 · ~0 Name Printed: :r;._l'i\~S 3 30....~ Date:-----~[ z._,/~ru_,/~o_C,~---- RMI ASSOCIATES LLC . ___ ...- City of Renton Pla11(1inq Division UEC 3 1 Z009 PRELIMINARY GEOTECHNICAL ENGINEERING REPORT 3:XX STEVENS A VE NW 824 Utsalady Road Camano Island Washington 98282 For TODD SHIRLEY Vox: (360) 629-4711 Fax: (360) 629-9056 Rl\1] ASSOCIATES LLC Geotechnical Consultants 824 Utsalady Road Camano Island, WA 98282 (360) 629-4 71 I vox (360) 629-9056 fax September 24, 2007 Mr. Todd Shirley 5332 S. Wallace St. Seattle, Washington 98178 Preliminary Geotechnical Engineering Report 3XX Stevens Ave NW Seattle, Washington RMI File No. 36106 Dear sir: This report summarizes the results of our geotechnical engineering investigation and evaluation of your proposed development at ]XX Stevens Ave NW, Seattle, Washington (Figure I: Vicinity Map). INTRODUCTION You intend to divide the property into several lots for homes. Several will be on the upper terrace while some will be on the quarry floor and on the unexcavated sides. SCOPE The purpose of this study is to characterize subsurface conditions and the quarry face, and provide recommendations for site development. Specifically, our scope of services includes the following items: I. Review available soils and geologic maps of the area. 2. Provide recommendations for site preparation and grading, including structural fill material and placement. 3. Provide recommendations for foundation support. 4. Provide recommendations for retaining walls, including lateral pressures. 5. Provide recommendations for site drainage and erosion control and for stabilizing the rock face of the quarry. l'rel1mmary lieotechmcal tongmeenng Keport 3XX Stevens Ave NW-Shir'-·• September 24, 2007 RMI File No. 36106 Page 2 6. Prepare a written rep011 documenting our observations, conclusions, anJ recommendations SITE CONDITIONS Surface The site consists of a rectangular shaped lot west of Stevens Avenue in Renton, Washington. The lot is bordered on the south and west by residential properties, on the east by Stevens Avenue, and on the north by an undeveloped lot. Site access will be from Stevens Avenue on the east for the lower lots and from a tract on the west for the upper lots. The lot sites are on gentle to moderate slopes above and below a historic quarry that show no signs of seepage or slope instability. We did note some rock below the quarry face. We expect some of the rock i,s from past quarry operations and some is from minor rock falls of the quarry face. Geology Most of the Puget Sound region was affected by past continental glaciations. The last period of glaciation, the Vashon Stade, ended approximately 10,000 to 11,000 years ago. Many of the gcomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. A typical glacial sequence includes glacial till overlying advance outwash, underlain by transitional deposits and older non-glacial and glacial deposits. Bedrock outcrops in southern King County or may be found below a thin mantle of glacial soils. We reviewed the Geologic Map of Washington -Northwest Quadrant, by Joe D.Dragovich, Robert L Logan, Henry W. Schasse, Timothy J. Walsh, William S. Lingley, Jr., David K. Norman, Wendy J. Gerstel, Thomas J. Lapen, J. Eric Schuster, and Karen D. Meters (WDNR, 2002) and the Geologic Map of King County, Washington, by Booth, D. B., Goetz-Troost, Kathy, and Wister, Aaron P., (May 2006) for the site geology. Glacial till is mapped as overlying Tertiary Tukwilla Formation bedrock in the site area. We found a thin mantle of weathered glacial till near above the quarry excavation and bedrock compatible with the Tukwila Formation in the quarry. The Tukwila Formation is an assemblage of volcanic sedimentary rocks consisting mainly of volcanic sandstone, siltstone, and shale, but also include some volcanic conglomerate, tuff, tuffaceous sandstone, siltstone and a few carbonaceous shales. RMI ASSOC/A TES LLC neummary veo1ecnmca1 tngmeenng Kepon 3XX Stevens Ave NW-Shir'~ .. September 24, 2007 RMI File No. 36106 Page 3 Bedrock Conditions Subsurface cxploralions were not performed on this site. Site soils and bedrock were determined by visual examination of outcrops, quarl}· cuts and surface float during our June 2006 site visit. We also noted bedrock conditions during our August 24, 2007 visit to the site. We noted no evidence of slope failure during our visit and expect the bedrock core of the slope to be stable. The Tukwila Fomiation bedrock is massive and is moderately to slightly weathered on the exposures. The very steep face does have some minor areas in the southern portion of the quarry that may require scaling. We also noted one larger wedge in the northern portion of the quarry, on the lot north of the subject property. We also noteA some boulder and cobble float on the floor of the quarry. We expect most of this is due to historic quarry operations, but some may be due to rockfall. Rockfall potential will expand the setback requirements for site development. We expect that corrective measures such as rock bolting larger sections of rock to the more stable rock core of the site, scaling loose rock from the face, and/or placement of steel mesh over the face and use of debris walls will reduce setback requirements. Hydrologic Conditions Ground water seepage was not observed on the site at the time of our visit. Perched water can occur above the bedrock on the site. We expect perched water may exist on the site during wetter months of the year but perched water volumes should be light due to the small areas of the building site and lack of significant upslope source. Perched water occurs when surface water infiltrates through less dense, more permeable soils and accumulates on top of the underlying, less permeable soils. The more permeable soils consist of the weathered bedrock and thin weathered till. The less permeable soils consist of the underlying less weathered bedrock. Perched water does not represent a regional ground water "table" within the upper soil horizons. SENSITIVE AREA EVALUATION Seismic Hazard The Site Class is shown as 8 in Table 1615.1.1 of the 2003 International Building Code (IBC). RMI ASSOCIATES LLC l'rellmmary ueotechnical bngmeenng Keport 3XX Stevens Ave NW-Shirk · September 24, 2007 RMI File No. 36106 Page 4 Erosion Hazard The criteria used for evaluation of erosion hazards include soi I type, slope gradient, vegetation cover, and ground water conditions. The surface soil types (group classification) are related to the underlying geologic soil units. There is a low potential for erosion in the till. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion, from a geotechnical standpoint, that the site ts compatible with the planned development. Bedrock underlies the glacial soils on the upper terrace and in the areas on the south edge "-'"' of the excavation while bedrock is very close to the surface in the Ooor ofme-(lttarry. We recommend that construction take place during the drier months. However, if construction takes place during the wet season, additional expenses and delays should be expected due to the wet conditions. Additional expenses could include the export of on-site soil, the import of clean granular soil for fill and the need to place a blanket of rock spalls in the access roads, construction traffic areas and pavement areas prior to placing structural fill. Erosion Control Measures The erosion hazard for the on-site soils is considered slight for the till. The erosion hazard will be dependent on how the site is graded and water is allowed to accumulate. Best Management Practices (BMPs) should be used to control erosion. Areas disturbed during construction should be protected from erosion. Measures taken may include diverting surface water away from the stripped areas. Silt fences or straw bales should be erected to prevent muddy water from leaving the site. Site Preparation and Grading The first step of site preparation should be to strip the topsoil to expose the very dense glacial till in the foundation areas where feasible. The topsoil should be removed from site or may be stockpiled for use in the landscaping. The underlying soils expected to be encountered after site stripping are considered highly moisture- sensitive. We expect that if they become wet during construction, a thin surficial layer may be disturbed. RMI ASSOCIATES LLC 3XX Stevens Ave NW-Shirlev September 24, 2007 RMI File No. 36106 Page 5 Any disturbed soil should be stripped from the subgrade before the foundations are installed. This should not be a problem if earthwork is conducted during the dry weather. If significant surface water flow is encountered during construction, this flow should be diverted around areas to be developed. Shallow ground water, where it is encountered, should be intercepted with cut off drains and routed outside of the planned grading area. If wet or soft subgrade conditions are encountered alternative site preparation methods may be necessary. These methods may include utilizing wide-track dozers or smooth-bucket trackhoes to complete site stripping and diverting construction traffic around prepared subgrades. The prepared subgrade may be ~---protected from disturbance by placing a blanket of rock spalls or imported sand and gravel in traffic and road\vay areas. Where bedrock is encountered at footing level dowels into the rock extending into the footings may be used for seismic resistance. Temporary Cut Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or ground water. It is exceedingly difficult under these variable conditions to pre- establish a "safe and maintenance-free" temporary cut slope angle. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since they are continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and ground water conditions encountered. The following information is provided solely for the benefit of the owner and other design consultants and should not be construed to imply that RMI ASSOCIATES LLC assumes responsibility for job site safety. The project contractor is the sole entity responsible for job site safety. For planning purposes, we recommend that temporary cuts in the soil be no greater than I Horizontal to 1 Vertical (lH: IV). Where ground water seepage is encountered, flatter inclinations will be necessary. RMI ASSOC/A TES LLC • l\.,IUIIUIUI) '-''-""''-'"'11111'-'U.l 1,11f,1ll'-''-11116 1 "-"}Hfl, JXX Stevens Ave NW-Shirley September 24, 2007 RMI file No. 36106 Page 6 We recommend that cut slopes be protected from erosion. Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to WISHA/OSHA standards. Final slope inclinations for structural fill and the stable, native soils should be no steeper than 2H: IV. We are available to consult to you on specific permanent or temporary cuts during the construction process. Lightly compacted fills or common fills should be no steeper than 3H: IV. Common fills are defined as fill material with or without some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. ... , .• Structural Fill General: Fill placed beneath buildings, pavements, or other settlement-sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field monitoring procedures would include the performance of a representative number of in-place density tests to document the attainment of the desired degree of relative compaction. Any areas to receive fill should be prepared as outlined in the Site Preparation and Grading subsection of this report. Materials: Imported structural fill should consist of a good quality, free-draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all-weather fill should contain no more than about five percent fines (soil finer than a U.S. No. 200 sieve, based on that fraction passing the U.S. 3/4-inch sieve). Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. All backfilling should be accomplished in 6-to 8-inch thick uniform lifts. Each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas, and within 2 feet of pavement subgrade, should be compacted to a minimum of95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM D 1557 Compaction Test procedure. Fills more than 2 feet beneath sidewalks and pavement subgrades should be compacted to 90 percent of their maximum dry density. The moisture content of the soils to be compacted should be within about 2 percent of optimum so that a readily compactable RMI ASSOC/A TES LLC rit'.:lllllHlaty \Jt'.Ult'.l,.:IIJU\..:.(-U C,llE',lllCC:llllE', 1'-'--'PV1l 3XX Stevens Ave NW-ShirJev September 24, 2007 RMI File No. 36106 Page 7 condition exists. It may be necessary to overexcavatc and remove wet soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction Foundations Conventional shallow spread foundations should be placed on undisturbed dense or better native soils or be supported on structural fill or rock spalls extending to those soils or bedrock. Where less dense soils are encountered at footing bearing elevation, the subgrade should be overexcavated to expose suitable bearing soil. The overexcavation may be filled with structural fill or rock spalls, or the footing may be extended down to the bearing native soils. If footings are supported on structural fill. the fill zone should ,.,, -· ...... . extend outside the edges of the footing a distance equal to the depth of overexcavation below the footing. Footings, including interior footings, should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and/or bearing capacity considerations, Minimum foundation widths of l 8 and 24 inches are recommended for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above on the dense till, we recommend an allowable design bearing pressure of not more than 2,500 pounds per square foot (psf) be used for the design of footings founded on the dense to very dense glacial deposits. Where founded on structural fill the allowable pressure should not be more than 2000 psf. A representative from our firm should evaluate the foundation bearing soil. We should be consulted if higher bearing pressures are needed. Current International Residential Building Code (IRBC) guidelines should be used when considering increased allowable bearing pressure for short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressures is estimated to be less than I inch total and 1/2 inch differential between adjacent footings or across a distance of about 25 feet, based on our experience with similar projects. Lateral loads may be resisted by friction on the base of the footing and passive resistance against the subsurface portions of the foundation. A coefficient of friction of0.35 may be used to calculate the base friction and should be applied to the vertical dead load only. Passive resistance may be calculated as a RMI ASSOC/A TES LLC l l\.,lllllUlUl) ........... VlV .... 11111\,;(U J,1,1511, .... vi,ue, ........... l:'V'L 3XX Stevens Ave NW-Shirley September 24, 2007 RMI File No. 36106 Page 8 triangular equivalent fluid pressure distribution. An equivalent fluid density of 200 pounds per cubic foot (pct) should be used for passive resistance design for a level ground surface adjacent to the footing. This level surface should extend to a distance equal to at least three times the depth to bearing of the footing. These recommended values incorporate safety factors of 1.5 and 2.0 applied lo the estimated ultimate values for frictional and passive resistance, respectively. To achieve this value of passive resistance, the foundations should be poured "neat" against the native medium dense soils or compacted fill should be used as backfill against the footing. We recommend that the upper I-foot of soil be neglected when calculating the passive resistance. ·" If the foundations are founded on bedrock the resistance to movement may be obtained by connecting the footings to the rock with dowels. Subsurface and Retaining \Valls The lateral pressure acting on subsurface walls and retaining walls is dependent on the nature and density of the soil behind the wall, the amount of lateral wall movement which can occur as backfill is placed, wall drainage conditions, and the inclination of the backfill. For walls that are free to yield at the top at least one thousandth of the height of the wall (active condition), soil pressures will be less than if movement is limited by such factors as wall stitfoess or bracing (at-rest condition). We recommend that walls supporting horizontal backfill and not subjected to hydrostatic forces be designed using a triangular earth pressure distribution equivalent to that exerted by a fluid with a density of35 pcffor yielding (active condition) walls, and 60 pcffor non-yielding (at-rest condition) walls. These recommended lateral earth pressures for level backfill are based on the assumption of a horizontal ground surface adjacent to and behind the wall for a distance of at least the subsurface height of the wall, and do not account for surcharges. Additional lateral earth pressures should be considered for surcharge loads acting adjacent to subsurface walls and within a distance equal to the subsurface height of the wall. This would include the effects of surcharges such as traffic loads, floor slab loads, slopes or other surface loads. Surcharge effects should be considered, if appropriate. The lateral pressures on walls may be resisted by friction between the foundation and subgrade soil, and by passive resistance acting on the below-grade portion of the foundation. Recommendations for RMI ASSOC/A TES LLC i--re 11111111ary u~utt:l:llllll.'.<U eugmee, mg I\.c:µv1 t 3XX Stevens Ave NW-ShirJ--, September 24, 2007 RMI File No. 36106 Page 9 frictional and passive resistance to lateral loads are presented in the Foundations subsection of this report All wall backfill should be well compacted as outlined in the Structural Fill subsection of this report Care should be taken to prevent the buildup of excess lateral soil pressures, due to overcompaction of the wall backfill. This can be accomplished by placing wall backfill in 8-inch loose lifts and compacting it with small, hand-operated compactors within a distance behind the wall equal to at least one-half the height of the wall. Permanent drainage systems should be installed for retaining walls or they should be designed for full hydrostatic pressure. The drainage systems are discussed in the Site Drainage section. We recommend that we be retained to evaluate the proposed wall drain backfill material for its suitability. Slabs-on-Grade Slabs-on-grade should be supported on subgrade soils prepared as described in the Site Preparation and Grading subsection of this report. Where moisture-control is important, we recommend that all floor slabs be underlain by at least 6 inches of free-draining sand or gravel for use as a capillary break. We recommend that the capillary break be hydraulically connected to the footing drain system to allow free drainage from under the slab. A suitable vapor barrier, such as heavy plastic sheeting (IO-mil is recommended), should be placed over the capillary break material. An additional 4-inch-thick crushed rock blanket may be used to cover the vapor barrier protect it Visqueen spread over the crushed rock will prevent cement leaking down into it Site Drainage Surface Drainage: The finished ground surface should be graded such that storm water is directed to an appropriate storm water collection system. Water should not be allowed to stand in any area where footings, slabs, or pavements are to be constructed. Final site grades should allow for drainage away from the buildings. We suggest that the finished ground be sloped at a minimum gradient of 3 percent for a distance of at least IO feet away from the building. Subsurface Drainage: We recommend the use of footing drains around the planned structures and retaining walls. Footing drains should be installed at least 1 foot below planned finished floor slab. The RMI ASSOC/A TES LLC 3X:X Stevens Ave NW-Shirl~v September 24, 2007 RMI File No. 36106 Page IO drains should consist of minimum 4-inch-diametcr, rigid, slotted or perforated, PVC pipe surrounded by free-draining material wrapped in a non-woven filter fabric. We recommend that the free-draining material consist of an 18-inch-wide zone of clean (less than 3 percent fines), granular material placed along the back of the wall. Pea gravel is an acceptable drain material or drainage composite may be used instead. The free-draining material should extend up the wall to 1 foot below the finished surface. The top foot of soil should consist of impermeable soil placed over plastic sheeting or building paper to minimize surface water or fines migration into the footing drain. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point with convenient cleanouts to prolong the useful life of the drains. Roof drains should not he connected to wall or footing drains. Stability of The Quarry Face The slope of the cut quarry face is about 60 degrees (Figure 3: Schematic Cross-Section A-A'). It appears to be in good condition except areas towards the south should have any loose rock removed as stated earlier. A wedge of rock on the northern portion of the face (on the adjoining lot) should be rock bolted to the massive rock core behind. A wire mesh such as used by WSDOT on their rock cuts for their roads should be suspended from the top of the face down to about 5 feet from the base. A debris wall consisting of a continuous line of ecology blocks should be placed about l O feet in front of the mesh. Setback If the above recommendations to treatments of the rock face are carried out structures may be setback from the face no less than 25 feet. USE OF THIS REPORT This report is the property of RMI ASSOCIATES LLC and has been provided to Mr. Todd Shirley and his agents, for use in the planning and design of this project on this site only. The scope of our work does not include services related to construction safety precautions and our recommendations are not intended to direct the contractors' methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions beyond the exploration and also with time. Our report, conclusions, and interpretations should not be construed RMI ASSOC/A TES LLC -~ r re11rr1H1ary ut;:;uti;;1_;111111_;c11 Lllbu1i;:;c;1 u1b 1'-1.,pu1 l 3XX Stevens Ave NW-Shir' September 24, 2007 RMI file No. 36106 Page 11 as a warranty of subsurface conditions. A contingency for unanticipated conditions should be included in the budget and schedule. All people who own or occupy homes on or below hillsides should realize that landslide or rock slide movements are always a possibility, although the likelihood is low that such an event will actually occur. We recommend that a copy of our report be provided to any future homeowners of the property if the home is sold. RMI should be retained to review final plans and to provide additional geotechnical advice as well as monitoring and consultation services during construction to confirm that the conditions encountered are cons is rent -with those indicated by the explorations, to provide recommendations for-design changes ---~ .. - should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. We should be contacted a minimum of two weeks prior to construction activities and could attend pre- construction meetings if requested. Within the limitations of scope, schedule and budget, our services have been perfonned in accordance with generally accepted geotechnical engineering practices in effect in this area at the time this report was prepared. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. RMI ASSOC/A TES LLC r l t::lHLLllldl J Ul;Ult:l.,JllllLdl Lllg1J1t::1:;:l llll5 l\..t::µv1 l 3XX Stevens Ave NW-Shirl--• September 24, 2007 R.Ml File No. 36106 Page 12 It has been a pleasure to provide service to you on this project. If you have any questions or require further information, please call. Sincerely, RMI AS SOCIA TES LLC \/ ~\ 9,.Ronald D. Free, PG f'senior Geologist Two Copies Submitted Three Figures ,_ ' Ralph M. Isaacs, Ph. D., PE Senior Engineer RMI ASSOC/A TES LLC A. ~ Vicinity Map N I" ' ..,. a Senec;a 't "' ftg, 1-2 "v1t,-~ ~ A ,< W 4th St ,._ . ' Project .~ $ Site ,.; "' z " Q'. Q) ~ ,,, C: NW 3rd Pl Q) > Q) iii Renton 3 # z Q.' NW 3rd St 3 Q) 0:,8 z ~ 3 3 3 z z ii)' Q) Q) <!-> z a. a, Q) ~ Q) "' ~ ~ f ~ 2 ~ Q) 0 r.,Ji -0 -0 >, ~ C: "' "' :.:J '--I ,~~ ,. '"' -"· ... .. . Not to scale RMI ASSOCIATES LLC 3XX Stevens Ave NW Geotechnica/ Consultants FILE NO. FIGURE 824 E. Utsalady Road 36106 1 Camano Island, Washington 98282 0.15' north 1et nail In 8 \. g west· end "4QQd fei,ce ls o.!f north I Wr1J/j()-[dWO(dS /st Add• 10 vot ~4;YBB Site Plan • ~--I-~~-~, - ~" .. , 1 "· \ , roonn nm, u, "'."' .,_~_"', 'L~:::) " ~· ·, ........._ ~ }· ;.,, d ;,., ''"'' 230 '"' \ , ,,.. \ \ _45• c,Jlc. N66".31'35"W \ \ 525.8.3' ~.~ :: t j.; <,.'.I ').A~fa _, 27 ~ l j-. ,.._ fR!A .. ,:» J:l i <'. .,..1 ,. .... Q.i ; " lj f" ~ ,,~ ~~ ~~ -g -,,, Reference: Site plan based on survey supplied by client. A -fa: Cross-Section Scale: 1" = 60 feet RMI ASSOCIATES LLC Geotechnical Consultants 824 E. Utsalady Road Camano Island, Washington 98282 3XX Stevens Ave NW FILE NO. I FIGURE 36106 2 . ' Schematic Cross-Section A-N.. I fl'- .33i:L r··· ~ i!<'ri /;" ·--~--~---.J . .. t /) ·~ ., ~ . . . ;:[1 ···.9---'IP . _,,,Q 180 \ ~ .. .. v~--. -e... .. \ "".., "'""'\ "'·,-\_ ~ -y ),i, lio "i'D ';,.o ,.,."ii ~ .. J-.............. (~0 Scale: 1 inch = 30 feet (Horizontally & Vertically) RMI ASSOCIATES LLC Geotechnical Consultants 824 E. Utsalady Road,Camano Island Washington 98282 'I\ ,~ :2-<D ;a.'f'O 3XX Stevens Ave NW FILE NO. FIGURE 36106 3 STEVENS POINT PRELIMINARY SHORT PLAT CONSTRUCTION MITIGATION DECRIPTION The Stevens Point preliminary short plat is a 6 lot residential short subdivision located in the Skyway area on the west side of Stevens Ave NW. It is anticipated that the construction of the short plat will begin in the spring of 2011 and continue through the summer of that same year. The construction of the houses will likely begin in the next year, 2012, or when the economy recovers. The house construction will likely continue for approx. 12 months, depending upon the local demand for housing. The construction will occur from 7:00 AM to 6:00 PM, Monday through Friday and possibly on Saturday. If work is to be outside of these hours, previous approval will be received from the City. The proposed hauling and construction traffic routes will be along 1-405 or SR 167 to the Rainier Ave. S. interchange. The traffic will then proceed north on Rainier Ave. and tum west on 115th Place S. The traffic will then proceed west on 115th Place S. for approx. 1 block and tum left (south) on 87th Ave. S. The traffic will continue south for approx. 1 mile along 87th Ave. S, which becomes Stevens Ave. NW, to the site. Construction that occurs during the dry summer period can produce dust. This will be controlled using water trucks. Impacts to traffic will be regulated by having a traffic control plan approved by the City for work within the existing Stevens Ave. NW ROW. The tracking of dirt and mud will be reduced by constructing a quarry spall construction access point as one of the initial construction items of development. City of Renton Planning Division DEC 3 l )Utl9 STEVENS POINT PRELIMINARY SHORT PLAT PROJECT NARRATIVE /Jfc ~ ' •jrg • I I.( j, [R] ff£ CCL~' ll'w rr~ /"i'. The proposed Stevens Point Short Plat is an application for a 6 lot single ~"=> .Q; family residential short subdivision situated on an existing large residential lot with an area of 1.39 acres. It is located in the Skyway area of Renton, on the west side of Stevens Ave. NW, just south of NW 4th St. (undeveloped). This project will require preliminary short plat approval and a SEP A determination by the City of Renton. The site is zoned R-8, residential. All of the proposed lots will be single family detached residences. The surrounding properties are also similarly zoned R-8. The site is undeveloped. There is an existing sewer main within a public easement that runs through the western and central portions of the site. The site is divided into 2 sections by a steep slope area in the center of the property. The western half of the site is approx. 70' higher than the eastern half. The steep slopes are located in the north/central portion of the site and are shaped like a "bowl" or semi-circle. The steep slopes will constitute a sensitive area. The steep slope area placed in a sensitive area easement that will be part of proposed Lots 3 and 4. The steepest slope is approx. 130% near the eastern edge of the steep slope area. The sloped area of the site will not be developed. The soils on the site are a sandy loam with some gravel. The western half (upper area) of the site displays a typical tall grass pasture area with many wild, native shrubs. The eastern half of the site has approx. 20 trees and is generally a second growth forest/pasture area. The existing drainage sheet flows across the property to the east. It flows down the steep slopes and into the existing drainage ditch along the west shoulder of Stevens Ave. NW. The proposed drainage system will use a piping network to carry the runoff past the steep slopes and into the existing ditch. The proposed use of the property as a 6 lot residential short subdivision will be consistent with the surrounding developments. All of the surrounding properties are developed, except for the undeveloped large lot to the north, which is similar to the subject parcel. The proposed lots will range in size from the minimum of 4500 SF to a maximum of 17429 SF. The density of the plat is 5.83 units per acre in the R-8 zone. There will be 2 access for this short plat. The western access will serve the 3 western (upper) lots and will be a private road connected to the existing cul-de-sac for NW 3rd Ct. This private road will be within an existing and new easement and will include a hammerhead turnaround. The second access for the eastern (lower) lots will be direct driveway access to Stevens Ave. NW. A request will be submitted to the City to eliminate or defer the frontage improvements to Stevens Ave. NW, citing conformity with the adjacent and surrounding streets. A sewer main extension will be required for the 3 eastern (lower) lots within Stevens Ave. NW. The existing water mains within Stevens Ave. NW and NW 3rd Ct. will be used. A hydrant will be added as required. The finished lots are estimated to be worth approx. $100,000 for a total value of approx. $600,000 dollars. The value of the lots with preliminary approval only is estimated to be $300,000 dollars. The site will require moderate grading for the proposed private road so that it does not exceed a 15% slope. The building pads for Lots 1 and 2 will require significant cutting to provide a basement driveway type house while keeping the driveways under a 15% grade. The estimated amount of grading is 1500 CY. It is anticipated that the site will have a balanced cut/fill. The on-site material from the eastern lots will be used for the road grading, if suitable, and for rear yard leveling. There are numerous trees on the site, most of which are in the lower, eastern area. The trees nearest the steep slope area be note be disturbed. The existing trees in the building envelopes for Lots 1 and 2 will be removed. Perimeter rockeries or concrete walls will be needed to provide the lowered driveways to these lots. Land that will be dedicated to the City include the additional right-of-way along Stevens Ave. NW. The lots will be sold by the developer to one or several builders or investors. The future builder will likely use a model home and temporary job trailer. ® CHICAGO TITL~ INSURANCE COMP ANY 701 FIFfH A VENUE, #2300, SEATTLE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4 725 ORDER NO: YOUR NO: UNITNO: LOAN NO: 001291820 04 SUPPLEMENTAL COMMITMENT 0 R D E R R E F E R B N C B I N F O R M A T I O N SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: 1 TODD A. SHIRLEY NORTHWEST STEVENS AVENUE RENTON, WASHINGTON 98055 City of Renton Pic1nning Division . IJEC 3 1 2DD9 our Title Commitment dated 07/23/09 at 8:00 A.M. is supplemented as follows: PARAGRAPH NUMBER{S) 9 HAS {HAVE) BEEN AMENDED AS FOLLOWS: 1. THIS COMPANY NOTES TAT A DECREE OF LEGAL SEPARATION WAS ENTERED FEBRUARY 8, 2008 UNDER SUPERIOR COURT DISSOLUTION NO 07-3-02945-5 BETWEEN THE VESTEE HEREIN AND YASHA F. CARPENTIER; SAID DECREE MAKES REFERENCE TO A PROPERTY SETTLEMENT AGREEMENT HOWEVER SAID INSTRUMENT IS NOT IN SAID COURT FILE AND MUST BE SUBMITTED TO THE TITL ECOMPANY FOR REVIEW TO DETERMINE ITS EFFECT ON SAID PREMISES. EXCEPT AS TO THE MATTERS SET FORTH HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS NOT BEEN REEXAMINED. JULY 31, 2009 AUTHORIZED BY: DOUG PITTMAN SUPPLCOM/RDA/(Jll} ® CHICAGO TITL,._, INSURANCE COMP ANY 701 FIFfH A VENUE, #2300, SEA TILE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4725 ORDER NO: YOUR NO: UNITNO: LOAN NO: 001291820 04 SUPPLEMENT AL COMMITMENT 0 R D B R R B F B R B N C B I N F O R M A T I O N SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: 1 TODD A. SHIRLEY NORTHWEST STEVENS AVENUE RENTON, WASHINGTON 98055 our Title Commitment dated 07/23/09 at 8:00 A.M. is supplemented as follows: PARAGRAPH NUMBER(S) 9 HAS (HAVE) BEEN AMENDED AS FOLLOWS: 1. THIS COMPANY NOTES TAT A DECREE OF LEGAL SEPARATION WAS ENTERED FEBRUARY 8, 2008 UNDER SUPERIOR COURT DISSOLUTION NO 07-3-02945-5 BETWEEN THE VESTEE HEREIN AND YASHA F. CARPENTIER; SAID DECREE MAKES REFERENCE TO A PROPERTY SETI'LEMENT AGREEMENT HOWEVER SAID INSTRUMENT IS NOT IN SAID COURT FILE AND MUST BE SUBMITTED TO THE TITL ECOMPANY FOR REVIEW TO DETERMINE ITS EFFECT ON SAID PREMISES. EXCEPT AS TO THE MATI'ERS SET FORTH HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS NOT BEEN REEXAMINED. JULY 31, 2009 AUTHORIZED BY: DOUG PITTMAN SUPPLCOM/RDA/0999 Ch1.._,AGO TITLE INSURANCE .._,vMP ANY ALT.A. COMMITMENT SCHEDULE A 701FIFIHAVENUE,#2300,SFATILE, WA 98104 Order No.: 1291820 Title Unit: Phone: U-04 (206)628-5600 (206)628-4725 CustomerNumber: TODD SHIRLEY LAND SALE/NW STEVENS AVE Buyer(s): Fax: Officer: DOUG, LINDA, BOB, LORI, MELANIE, HUNG Commitment Effective Date: JULY 23, 2009 1 _ Policy or Policies to be issued: at 8:00AM. ALTA Owner's Policy STANDARD POLICY (6/17/2006) NON-RESIDENTIAL PRIOR POLICY RATE Proposed Insured: Policy or Policies to be issued: AL TA Loan Policy Proposed Insured: Policy or Policies to be issued: AL TA Loan Policy Proposed Insured: Amount: $0. oo Premium: Tax: Amount: Premium: $0.00 Tax: Amount: $0. oo Premium: Tax: 2 . The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at the effective date hereof vested in: TODD A. SHIRLEY, AS HIS SEPARATE ESTATE 4 . The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT COMMA805/KLC/11.l.05 CHICAGO TITLE INSURANCE COMP ANY A.L.TA. COMMITMENT SCHEDULEA (Continued) Order No.: 1291820 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) THE SOlITH 115 FEET OF THE NORTH 230 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 588 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOlITH 60 FEET OF THE NORTH 145 FEET OF SAID SUBDIVISION, EXCEPT THE WEST 30 FEET THEREOF; EXCEPT ANY PORTION THERETO LYING WITHIN THE MAIN TRACT. CLTACMA6/RDA/O'J99 CHICAGO TITLE INSURANCE COMPANY A.LT .A. COMMITMENT SCHEDULEB Order No.: 1291820 Your No.: Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting Lhe Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights-of-way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions Lo employee benefit funds, or for stale workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Trures or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW Wl..TACOMB bk 05/17/07 CHICAGO TITLE INSURANCE COMPANY AL.TA. COMMITMENT SCHEDULEB (Continued) Order No.: 001291820 Your No.: SPECIAL EXCEPTIONS A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: ROAD NORTH 30 FEET OCTOBER 19, 1953 4389429 8 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: CITY OF RENTON, A MUNICIPAL CORPORATION PUBLIC UTILITIES INCLUDING WATER, WASTEWATER AND SURFACE WATER PORTION OF SAID PREMISES JUNE 9, 1998 9806090225 C 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: CITY OF RENTON PUBLIC UTILTITIES INCLUDING WATER, WASTEWATER AND SURFACE WATER PORTION OF SAID PREMISES MARCH 22, 1999 9903222553 D 4. ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: AUGUST 24, 1979 7908240642 E 5. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF RENTON. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX CLTACMBl/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULEB (Continued) Order No.: 1291820 Your No.: SPECIAL EXCEPTIONS MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. F 6. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY l, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR, TAX ACCOUNT NUMBER, LEVY CODE: ASSESSED VALUE-LAND, ASSESSED VALUE-IMPROVEMENTS, GENERAL & SPECIAL TAXES: G AFFECTS: INCLUDES OTHER PROPERTY 2009 182305-9078-06 2100 $158,000.00 $ 0.00 BILLED,$ 1,584.98 PAID, $ 792.49 UNPAID, $ 792.49 H 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF, GRANTOR, TRUSTEE, BENEFICIARY, AMOUNT, DATED, RECORDED, RECORDING NUMBER, LOAN NUMBER, TODD A. SHIRLEY AND YASHA F. CARPENTIER, HUSBAND AND WIFE PACIFIC NORTHWEST TITLE COMPANY DARRELLE. GRISWOLD AND MARILYN L. GRISWOLD $ 75,000.00 SEPTEMBER 1, 2006 SEPTEMBER 1, 2006 20060901001384 NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. I 8 . WARRANT JUDGMENT, C1.TACMB2/RDA/!1J99 AGAINST: IN FAVOR OF: FOR: DATED: FILED: CHICAGO TITLE INSURANCE COMPANY A.L.TA. COMMITMENT SCHEDULEB (Continued) Order No.: 1291820 Your No.: SPECIAL EXCEPTIONS TODD ALAN SHIRLEY STATE OF WASHINGTON, DEPARTMENT OF STATE OF LABOR AND INDUSTRIES $ 3,403.95 NOT DISCLOSED APRIL 7, 2009 WARRANT NUMBER: 09-2-09715-1 JUDGMENT NUMBER: 09-9-16685-0 J NOTE: THE LIEN OF SAID JUDGMENT DEPENDS UPON THE IDENTITY OF THE JUDGMENT DEBTOR WITH TODD A. SHIRLEY. K 9. THE EFFECT, IF ANY, OF DISSOLUTION OF MARRIAGE: FILED IN: CAUSE NUMBER: KING COUNTY SUPERIOR COURT 07-3-02945-5 RESULTS WILL FOLLOW BY SUPPLEMENTAL COMMITMENT. L 10. TITLE IS TO BE VESTED IN PERSONS NOT YET REVEALED AND WHEN SO VESTED WILL BE SUBJECT TO MATTERS DISCLOSED BY A SEARCH OF THE RECORDS AGAINST THEIR NAMES. M 11. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. N NOTE 1: EFFECTIVE JANUARY l, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.METROKC.GOV/RBCELEC/RBCORDS AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. CLTACM82{RDA/0999 ' CHICAGO TITLE INSURANCE COMPANY A.L.T .A. COMMITMENT SCHEDULEB (Continued) Order No.: 1291820 Your No.: SPECIAL EXCEPTIONS THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF 18-23-5. END OF SCBBDOLE B CLTACMB2/RDA/0999 -'::" - 17820 S 1£200 BF .... 9082 m -.. --172,0 81' -9lJJ7 - 9788 SF 92Z3 " -- 32151 SI' !1231 " --1119(1 s, 9155 " --------...... 9193 ,.., sr !IBOII SP 994.0 SP .... .... T T S-U-1956 ST ~ --------------- ....... 9200 ..... 9110 ' =' . ... :1'"942 SP 9054 .; • -- • " ' 1 • ---S-' • -- 91»-J • • --' -- • • -- 23527 Sf • 0025 -- %1 -22 -44370 SF 1.0Z N:. 9005 "' ':." 30 _t.0 "" - C&QC s 85 rt er N 115 rt of Niif or NWt or Seo 18-23-5 ewm aubJ to S 30 tt bg used tor a permanent rd. tgw ease overs 30 rt or N 145 ft or NWi or NWt or Sec 18-23-5 jl'ewm xcn ok Ml Sp 12656 84th S er .Ml Sp 12656 84th s a.r City of Renton Planning Orvision DEC ~ l 2009 ' Rn11mll.tldrus: Ci1yC~rt·~ Office Ci1y of Renton 200 Mill A\"t:IW(" Sooth R,mton. WA 98MS-2189 11de: lITILl11ES EASEMENT .._...,_ Wcsi: H1I Sewff Gtalltur(s): I. Benpmin M. Kirllow • • I P-Tax Parcel Naamlxr: UC2lOS'·to78 I SIRICC~ ~-wi,AVl'NWt'NW41b$1 GrHlee(s): I. Ctly of Renton, ~ Municipal Corp<Ka(icln T1Rf'..r.10r,:is-.f.allo'lle.fororand1acvns.__ofT•DvllaslllO.OO!.nloda~nl._bk ~ hcn:tlf pan1J. brlqains. ,db-1~IO lk,._~ Gnlllke, ii$ -111111 mip. an ~forpubkU'lhneJj11!1.IUlfingll"311:r,wU1eW111U.ilOdiJllll'fa;,c:-.rJ-""~~-.un&:r, Ulffll¥'h. 3CfOH and 11pm ~fol'°""""~~)': LEGAL DESCRIPTION. A scrip "_., fiftmll -'ill widlli. u mt 11111 nm sWc tttlN "'lowfstc .....w ~ __. • bchwdanild pal'ftl: .._..._.,_._ k'ftllliaeef-',-nl7.Sreet-htJfllk-11iwatai,.,olSIINI ,-nl.*'-cmtcrlJprdd .... tlM _....__,ukl,-al•...__,Wmt.lhmceloapoiftl _ .., !llllldli U-fJf lllid pane 153 Ifft Wffl ttftt.rs..tlteat ~o1.w pnal ... 1111:ad tldiil catcrli• daafpliita. 'l'btlllddlaesc,f ... ~W.,Jnlllt-d• ..... ID..ta..pand......,., Pared: n.9Ddttl511etlk:Mf111:DOa.idM....._ ...... ., .. _..........,ar5ediaa II. T ....... llNodb..lbap5Eat. W.M.ia Kiaf:C.., ...... LESS tk 1tal f7S fett Cltffftl; _. LESS IM:c..cfl rat tf61:wresc 511 feet..,_ CtNIIIIM • .a or 4.m MpR" rca IIMR Of less. Fm b: PllfPO$C tJftcmtrutlin!. RXOmllUCIIIII, ~ tqsairiag. lq>la::iq.albrJial, ~ and .,.._111 urihr:a -1 lllllity ppdiae5. ind....,.bul a lilai&cd io. waier. ~Md ..... rb-.e litlCS. KlfClhcr 11-idtdlc-nfh10( ingRu and qms lhcmowil.._ priorinsciMiollof!Ul'f IIIU m ,roccc.lietgi, urn and 'lrilllnul flllCWriq any legal dJliplD GI" luhlily lhtft:fu. FollowiAf die wual eoasnctioaofi(s far:ililia,, ~ -r fJOIII ~ 1o Uine aa&ll'llcC mcfi atifilN;lllal fEilitit,s as Ill auy ~ 'Jli5 -.C IS sr-te,d Sl.lbjm Ill J,tlC fotlowillf ~ and condlrions: I ThrGr.ia:Jhall.!lpOll,~Pltll)' ll"Ott...-..-~,~t,yi:toe-.""*""d,,::w,f.-of llirwL;Kf.;fl!l,"*•u+, ~-~-11'1eamw.-1k'"'91k."-'Y• pr.no.:alllete -111,>--111....acdlllllclybifie ttllk..turcmybJ*-Gnlilee. ' C,-shall~ Ole fiJIIIID aR ltlesafa:cofllll!msantJII.ASl-,M .. ..:.b:a.ml.~ .. bll llbc: -1 npb f'nalkl *:Oantc:c. ,,,._-UJ11,T8 ~,. = ....... J CAM. IURAOO WGI Doc: KCl998 9806090225 ragetbrl treatedby.diiW!U Fffid!d. l/19J2009 5.51.59 AM PSI -· ' • -- C.-lhal -.a---. tmetM rip,w: ~ &eavr...-.,•Jbuil6natorNTk1.mwlilh11Cht~• t,. f'lllll [:ND, '.IIIIDQI' ~~-llnulJ de,eplaol: panans Mlic;h in.,c:iat~'°"" ..ten, ....... .. belCI ,0 be pl:ac,;d wiltlill the-by *' Cilalc:c; Of' c. ~~oi"bl:allhf1'illc~-i11-.ywaywtildtwmld.-.omblyur.~dlll:tae,IO llleC..-ff(~tk~--..,.pri-~daaa. DiJ. a,-,!« pert.. IIRI'" fumis of oin~ ~OIi -..-.n, wkb -.Id d!SOlfflllE ~or~Grdc,c,·.railiel•tkripkif-a.y.or_,...,...,._,...,_. ~ i:. &lml ""1dHo fd'kt1' (15) focc (I( the ripl-ol-'Qf. 'Tlta; UICUICMshall na with Ille la. descriln:f htlcift, tnd shill be bind-, .. Upanits. lbmlleln.. :AIQ;CU(lD in "*ml 11111 assqns. Onlatoas ~ lhll lll=y -1111i mrNI inr..-s of die ati,oyt. prapcrtiei; ad lhat dicy !mo,e a .good .. h-a'ul rip!: IO CMelllJe. lhiJ ap:ii:nieai. ly 11m coa,qaec. GrlMCX' will warraa1 and dcfeaid * SIik hcfm)' .__ .ro tllr: Ganlr.c iput all MCI CfflY pmonor pns,ar.. wllDnllln<er, lawfuby daimin1 ar lcl ctmdte-. Thi5 ~ illal liiAd 1k lldrs.. ~-· · IIIOisadim:ips~. IN WJTNESSWIIERECF.ald<iAlllilfhuaaoddD ..... IObee,icGll'al 1111_-,of. ___ "~ -~ ··: ·' STATECFWMH~ )5,1il COUNTYOl'ICJNG J lastifJUl._.•_..~fflllfD-..... K !Qnlnsipll! .............. ~ilto~lu-..t.ria.rrm.r.ansad ................ ~ ------------------------ Public Rec.ord Ottier. iiifUO@f Seara\ OOC! KC.1998 9806090225 Paye 2 ti 3 ' ' Uearedsy.M\etz Ptimed. n29Jl009 5.52.00 AM PSI ' • • Public Rcoon:I CAW. Noti-OiSer Seafui Dot: KC.1998 9&J6090225 fiiYE 3 OT 3 O'Mt@ii ey, dhiEU. Hihtet.i. lj19/h109 5.52.00 AM PSI - - • • II I I i ! I' I :; __ , City Clat's Office c;,,,on,- 200MillAwac Saudi Rmtm. WA ffOS:S-2119 ' • • Pft!i«1 d .. s..et 1flffl .,...._.. Ill.-A11tlfll~NW-St _N_ Thio ______ KillcC-,,.......,1 Mamba" ,. U I UJS 1HDna:t • saiwna's. arw NI die lcpl . G-~)< I. •. M.Kmlow I. Cilyof-• a, •• ....._ ........ ~ol'T• 1.111, .. .._ ... ~....,. .............. ti-•6alhWC--c:n...illl----llllp5.• ---.iJllf,.wlc:Cli!Rilils~--.............. ..fm:ftlerl .. ~~--..... ............................ _.......-,: A ......................... UINl•-'•111* ............ __.___. .. ---................... -., ..... ..-1.5 ... .......,., .. _....__, ... .. ...-. .... s..,...-1.,......w111i•N11111aet1...,,...•..._., ...... ._s .f'Ml'N"l.• ......... 1G.7'W.11• ............................... .. ....... fllnff,,, .......................... ......... 111t .............................................. .......,. r.at 11t ... 111a.ret_.2J1nr1 .. _........,.,., ..... ..,... .. !ildllla ... _ .. __ ._ ............. ._ .. _, DCVT1111...r•w....._ ..... _.,_ ... ------........... ..,pplal:s. ........... lldDcl .. -. ................ ...... rialil-.,.._._,~.._.._,........._o1_,_..,......w ... ... ..... IIIC:arias_, .......... lilllilly ..... ,..... ........... ol .... lities, a....,. ......................... Mlilia.il-,....._ ........... ...... ......... Wo--.-•ua11ms.: I. 1kO.-......... aa,klilattlMYMll ..... 6c.......,__.bt ...... ..._ .. ..._., ........ _,..,.,,....,.._ ......... ...,.. ..................... ...,. . .................... ~lld'IIN ., .. -.1:.-,.a.r .. aaa-. 1. o--..a111111111111r:,..-11 ....... ,,, .. _.. ...................... . _..,. ....... ~ .... Uta. NoiFUdet S&rtii OoC. KC.1999 9903U2553 Page I Of 2 ' I I ,.,~In Ueatecl By: dlii!U riititi!d. n291200:J 5.52.01 AM PSI - - ' ' • • }. °"'*'" ..... ~.t.¥cdle .... ta: .. &.:11 ....... .,. ........ .....a ..... lllr:_.c;• b. r.;wa, ................ JIIOl .... ..wcil 119Y--.. -·-"" ..... ........ ,... ....... _.,. .. ~°' ~ ~ ....... -~-----_,._,-wlidi-.ld.........,.._dielD!llt!II •a....c.r-..wc..-.i-..i.,-Pffi*...---..._ Ill.. Dis, ........... ,....of ........ ldhilla•* pR¥GIJwllidl wOllld ... Olc ............ Oralor',fidilmNaitdl,..........,. o,calap' 1k ..... ,.,...kiliriu. c. Blml...._Mll8(1J)hlflldrc~. Dis_._. ___ _.mabdhnia,aad ... llic ...... lllJQllllr:patits, ... lwiB,. succcaws ill illlld am..-. Gcutllrl~---b tlwial ...a,offle~propc:rtia IN .. ..,.lllw, ...... ...,..,...., ...... ..,_. B)' .. ~~·--defaldehcilllrl,ri,J' ........ llltar.et-..... elllllll cYtl)'pnCIIIWpanonl. ~. llridl)'dlilllillgOf•dlft -.C --DisCOftW7111C':ftl fflf11ie i.n,~•r I ,_....,Sfcwever. 1N WITNESS WHElFJlf.1111110,...,a-..a eb .._. D._ a::ac.-al ._21.._., rl~t9_fC. ' SIATEOf:WASHINGTON )5S COUNTY OF KING > ,...,,. ... blllw.a-:~C¥fibcc-8 .... ~ ... .. ---~·-bc ...... .........., ...... 6c_.. ... ,.,_ ............ ..._. . !-lur{~· .. , -..~-...... I <J 06. NOi FUtJEf seam, Citk; KCl999 9903ill553 Page 2 Of 2 I O'eated ey; anleU Print!d. J/29/1.0W 5.52!01 AM PSI ·~ <C "' ' =-~ ~ =r "' co ::, ·~ ... :, 0 °' 1~ t0 ! Q- I ~ { ~- ! I . -· "1-~i 1)1 I ) . • I I I } Jlted fDr ~ • Rlq.nt ., FIRST AMERICAN TITLE ·, 1000·2rod >\VENUE SfATILL WA$HJNQT()ff 981~ .IOINT ROAD H.Alffl'ENAHCK AGRl::!MENT WHERMS, SX,-X~Jl:»u K<"nn~th C.. Wt-lJ.N and Wilma Wells, hu•band and wife Rkh,.ud f:lud and and Doris Clad, husband and vife Robert L. Flglewlcz and Paaela H. Figlevic~, husband and vlfe The property owners of the easement described below: AND WHEREAS. the parties hereto are desirous to establish aa Ro.ad Maintenance agreenient upon the property imaediately described herein- below: An Easement over the South JQ feet of the North 145 feet of the North West quarter of the North West quarter of Section 18, Township 23 North, Ran"ge S East, WM, in King County, Washington. AHD 'fflEREFOltE~ it is agreed between all parties h,•reto that said elllle- acnt f~r ingress, egreaa and utilities shall be aaintained ia a reasonable State of repair at all times and t.be coat thereof shall be borne equally by the beneficial ownera of aaid easeae-nt, the same being the ovner and/ or owners of the above described property. Each par~el OVQer shall be respoasible for their equal share of the total ~oat of repairs and utnt:enancf'. IT IS nJRTHER agreed ... his covenant: shall run vith the land and ahall be date: --------- ' • lSf .AM-S 1.., U<C1S£ TAX NOT REQUIRED King eo. Records 01V1il0n e, 9 ·T.8ryf . O,puty J ·---:o -------- : .·, .• .J ·; ' ) ' i t I 1 I I ·1 { l i ! • ' ' I ' N ..,. "' 0 .... 8 17' ,.... ] I J ACKNOIILEOOMElfT INUIYtWAL FINCT AMEllltcAN TITu: COMPANY __ ., · .... ---~ [ ! i I I I I I I I I ! ,. Filed for Record at Request of and After Recording RelUrn to: Alan D. Judy, &q. KARR TUnLE CAMPBELL 1201 Third Avenue, S.itc 2900 Seattle, WA 93101 ' 1111111111111111 20080916001059 -TUTTLE Ill 44. 81 :r,r.,1 OF -r1'aeav~4.:l' E2363481 1911"6B9vl4i,f' "II ' $11.81 SAU: $e.N PAGENI CF 811 SfATUfORY WARRANTY DEED (rerecord to correct legal description) GRANTOR: GRANTEE: REL Estate Properties, LLC Todd A. Shirley ABBR. LEGAL DESCRIYfION: ASSESSOR'S TAX PARCEL ID II: REFERENCE NOS. OF DOCUMENTS Pin NW Iii, NW Iii, 18-23-5 182305-9078-06 RELEASED OR ASSIGNED: 20060901001382 20080916001059.001 Grantor, REL Estate Properties, LLC, a Washington limited liability company, to correct the legal description colllained in that certain Statutory Warranty Deed recorded in King County, Washington, under King County Recording nwnber 20060901001382, com•eys and warrants to Todd A. Shirley, the following described real estate, situated in the County of King, State of Washington: The sooth 115 feet of the north 230 feet of the northwest quarter of the northwest quarter of Section 18, Township 23 North, Range 5 East, W .M., in King County, Washington; EXCEPT the west 588 feet thereof; TOGETIIER WITH an easement for road and utilities over a portion of the north 145 feet of said subdivision; EXCEPT the west 30 feet thereof; and EXCEPT that portion lying within the main tract, above. STATUTORYWARRANrYDEED -1- 682131 I GOO: NOn-Otier Seardi Ooc: KC2008 20080916001059 Page I di 3 Creati!d By. &I& Hitited. 1129/2009 5.52:13 AM PSI I ' I 20080916001059.002 SUBJECT TO: easement, recording no. 4389429, affecting the north 30 feet; easement for public utilities, recording no. 9903222553; road maintenance agreement, recording no. 7908240642. Todd A. Shirley warrants that he is now the sole fee simple owner of said real estate pursuant to that quitclaim deed recorded in King County, Washington, under King County Recording no. 20070405000261 and accepts delivery of this Statutory Warranty Deed with the legal description contained herein for the purpose of setting forth the correct legal description of the real estate which was conveyed to him and his spouse pursuant to that Statutory Warranty Deed recorded in King County, W a.shington, under King County Recording number 20060901001382. Grantor REL Estate Properties, LLC Grantee =z<:P; Todd A. Shirley _:fl~ STATE OF WASHINGfON) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Robert E. Levy is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Manager of REL Estate Properties, LLC, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Urti!f. NOl'H.Ji i.R3 Seafdi Doc. KC!2008 2CKJ&J916001059 2ffi3 Q&t@ sy. Glii6.2 Fidil6l. //29J2009 5.52.13 AM PSI I ; • ' 20080916001059.003 STATE OF WASHINGTON) ) ss. COUNTY OP KING ) I certify that I know or have satisfactory evidence that William J. Cruzen is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized ro execute the instrument and acknowledged it as the Manager of REL Estate Properties, lLC, ro be the free and voluntary act of such party for the uses and purposes mentioned in dte instrument. STATE OF WASHINGTON) ) ss. COUNTY OF KING ) I certify that I know or have satisfacrory evidence that Todd A. Shirley is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. STATUTORY WARRANTY DEED -3- 682131 Uli!. HOI RA def Seard'i 00c: KC.2CKJB 2lKJ80916001059 Page] Ol'3 aw By. ame:a Adil@! }}29/2009 S.52.14AM PSI ' • 20070405000261.001 When recorded return to: ToddA. Shirley 5332 S. Wallace St. Seattle, WA 98178 1111111111111111 20070405000261 C1CD 11.N ,.'I, lf:12 caurrv, 111 QUIT CLAIM DEED TIil! GRANrOR(S) Yasha F. p,mq,,ja- fir and in ooosidfflllioo of Otha-Good and V aluble Cmsid...aion CODveys and quit claims lo Todd A Shirley togdha-wi1h all after acquired tiUc of die sn,,IOr(s) heroin: TIil! SOUfH 115 FEET OP THB NORTH 230 PEET OP THB NORTHWEST QUARTER OP TIIE NORTHWEST QUARTER OP SBCI10N 18, TOWNS!IlP 23 NORTH, !\ANGE 5 EAST, W. M., IN KING COUNTY, WASHING TON; EXCl!PT THE WEST 588 FE1!T THEREOF; TOGlm!ER WITH AN EASEMENT, R.l!CORDING NO. 524T757, FOR ROAD AND UflUTIJlS OVER n1BSOUTH 60Pl!l!TOP THE NORTH 145 PEBT OF SAID SUBOMSION; EXCl!PT THE WEST 30 FEET TIIBRl!OP; ANO EXCl!PT THAT PORnoN LYING WITHIN THE MAIN TRACT, ABOVE. SUBJECT TO: EASEMENT, RECORDING NO. 4389429, APFBCrlNG NORTI:I 30 Fl!l!T; EASEMENT FOR PUBUC UflUTil!S, RECORDING N0.9903222553; ROAD MAINTl!NANCE AGREBMl!NT, RECORDING NO. 7908240642 E2276050 n(.!B•~.ir JI! ..... ... N -1 llFNS CAlR3. Ntii-Od& Searffi DOC! KC200/ 200/lPRJ5000261 Public Record Pd§Cld2 U>B 12-0S(i.J)"ev 1212006 Page I of2 aeauil By! dlieU Hinted. //29/1.WJ 5.52.12 AM PSI ' • 20070406000261.002 Yasha F. Carpentier, I ccrlifythat I mow or 1um, 511isf.o:ta:yovidau:cthat YaluF. Carpmtia:, is lhopcrson(s) who -eel befuro me, and said pcrson(s) actoowledged that me siBom dns iostnanmtaid aclmowlodged it to be h<rttce aid volunmy act fiJr the uses aid JR11POS01 mmtimed io dns irulrwmmt.. ~-... We.II ..... ca ca lllCIMUMJN lt,':s .............. .. . UM. ii.iRAti! SQrdi Doc. KC200/ 2W/CAOS000261 Public Record page 2 Or 2 LPB 12-05(i-lµv 1212006 Pago2of2 O@ai@ By. amea nmLEu. JJ29J2W9 s:s2.u AM PSI • ' 20060901001383.001 aUllf 1). JtJDr ....,. "'1'1'TJ,& ""'"""" 1201 DntD AVB, ~ 2'00 su.nr,g, 1Q. '8101 11111111111111111 ll:'100J.}83 ... _ ---------------------- DEEDOFTRU8T (liN'_ ....... ., ........ OalJ) 'fODD A. -amJWSr l.8Z305-9078•06 FILED BY PNWT 11ft!lomonwsr, _.. Seprmner I, ZIJ(Jb - GIWffOll,""'-.,._lt5752: 2:7'!'D AVBJIUI: o, llaU'Tl.llr -. 98105 PACD1CNOlt'nlWDl''ll1LltCOIIIPANY,• ~ 1RU8'1'D,...._..._ .. 1U~Slr.-s..ua., WA NIN lUIL UTJ.n :no»&itfili8t LLC1 a W-ebi:stz liaite4 liabili~y cmpMy IIDrDIC!ARY,..._...,._ .. 3.250 4.22m .l.vams lllffr BDffLII, 11A J819' WIINISS&ib: Craw--,llupllp)."'()l_._...,.,""'--la ........ ..-,....rm11, lk ....... dmdlell nlll .......v• us ~-....... 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KC.20J6 20060901001383 Page 3 Of4 tteati!d By. ama2 Prillli!d. //29/20015.52.09 AM PSI I • STAT6 Of WASHINGTON Cooaqd _____ _ } }ss. } ' 20060901001383.004 NOTARY PAGE ·-Cffllfy-·-------------------- b dio ..-(s)-_.a w«w -wl-penN{s)-1 le • -(llo...,. dley) slped CIils lnsUww ad 11 • al *' 1 It to 1te (Ills, her., dtelT) free and yola:ntay att for tJae ues _. .,..,._ atdfCII 1 la mis .... wwt. D--------------- ---·--------------My..,...._..,._ _______ _ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• STAT6 Of WASHIIIGTOH c-tyd_lCDIG ____ _ J }•· } 1-Cfflify-I baw .-....... ..,.._,, ..-.... T_:om> __ i._._SBDtLl<l' _________ _ bdlo..-(1) wbo...---. ........ ,.....(,) adc.-ledpddlat (lie, .... ....,.)_ .... -----RBIS 11at1n tad co ..... • IMIW;;~.,..;;i-;-~;.t;j;,;i,.;;,;i1ti;";11;-; .... ;;--:ilil'i'i1Vo' .... ii:iiisil!if-C:nraf.-:;rr.;=.a,------ "' · YlLSIIA r. CARPl!IITlllll to be Ille -... -,. . """' __ ......................... Dated: January 09, 2006 c • .A •. 1£COX8 -- lndib ............ C.A.MC~ NOTARY PU8UC STATeCFWASl•GiON CCIIISSD! EJ111RE1 JANUARY 1 2010 -It BlLDIDllllQB ISLAIID My 4i I i• a,lra 00.:i.:./_1.;:8.:./_1_0_. _____ _ Public Record Otief. NOti-OliJB S&irffi DOE KC.2006 200609UIW1383 Page4ol'4 U&l6J Sy. dilietz mnteu. /}B/2009 s:52.09 AM PSI • ' 20060901001384.001 ~. 11111111111111111 ·"100J:}84 WHEN RECORDED RETUllN TO: Darrell Griswold 5332 S. Wllllatt St. Seattle, WA. 98178 ;;;'i;l,hij 1':A UNG dUITY, I.IA DEED OF TRUST (SECOND) 1) SHIRLEY, TODDA. 1) GRISWOLD, DARRELL B. Grant.OI(s): Granlee(s) 2) CARPENTIER, YASHAF. 2) GRISWOLD, MARILYN L. fll_fD BY PNWl Abbreviated Legal Description: Ptn NW \4 NW \4 18-23-5 u\ ~ Assessor's Tax Parcel ID# 182305-9078-06 · ~ ~zj!j56J/ THIS DEED OF TRUST, made this !st day of September, 2006, between TODD A SHIRIBY and YASHA F. CARPENTIER, husband and wife, GRANTORS, whose address is 5752 -27"'-Ave. N.B., Seattle, WA 98105, PACIFIC NORTHWEST TITLB COMPANY, a Washington Corporation, trustee, whose address is 215 Columbia Street, Seattle, WA 98104-1511, and DARRELL B. GRISWOLD and MARILYN L. GRISWOLD, BBNBFIClARY, whose address is 5332 S. Wallace St, Seattle, WA 98178, WITNBSSBTIJ: Gnmwr hereby bargains, sells and conveys to Trustee in Trust, with power ofsale, the fullowing described real property in King County, Wmihington: The South 115 Feet of the North 230 Feet of the Northwest Quarter of the Northwest Quarter of Section 18, Towmhip 23 North, Range 5 Bast, W.M., in King County, Washington, Except the West SSS Feet Thereof; Together with an Basement for Road and Utilities Over the South 60 Feet of the North 145 Feet· of Said Subdivision; Except the West 30 Feet Thereof; and Except that Portion Lying Within the Main Tnlcl, Above. Subject to and subordinate to that certain I" DEED OP TRUST, wherein TODD A. SHIRIBY AND YASHA F. CARPBNTIBR. husband and wife. GRANTORS, and REL ESTATE PROPERTIES, LLC, a Wa,ibington Limited Liability ~. is GR.ANTEEIBBNBFICIARY, to secure payment of PROMISSORY NOTE in the sum of $200,000 according to the terms aocl c_onditions therein, said DBED OF TRUST recorded under ; ,n / [ County . Recorder's No.: la)(.D'jO\ 00 Tff _ . (Commonly known ~XX~ Ave NW., Renton, WA 98055) DeedofTrust-1 ofS I PublicR.coml UM. NofR.Atier Seard\ OOE KC:2006 20060901001384 rage I bl 6 O&ltea BY. ameu Hifit!d. //29/2009 5.52!10 AM PSI • 20060901001384.002 which real property is not used principally tbr agricultural or fanning purposes, together with all the tenements, heteditamcnts, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the mrts, issues and profits thereof. This OBED is tbr the purpose of securing pertbrmance of each agreement of Grantor herein cootained, and payment of the sum of Seyepty Five Jbgnpptf l)gllars ($75.0QQ} with interest, in accordance with the tenm of a Promissory Note of even date herewilh, payable to Baicficiary or order, and made by Grantor, and all renewals, mxtifications and exta1Sions thereot; and also such further smm as may be; !l'M!W or 1qaMd by Repd'itjm to Qumtor, or any of their successors or assigns, together with interest thereon as such rate as shall be agreed upon. To protect the security of this Deed ofTrust, Grantor covenants and agrees: I. To keep the property in good condition and repair, to permit no waste thereof; to ~ete any building, sttucture or improvement being built or about to be built thereon; to restore promptly any building, structure or improvement thereon which may be damaged or destroyed; and to COllllly with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. 2. To pay before delinquent~ lawful ta= and assessments upon the property; to keep the property ftee and clear of all olher charges, liens or enCUtdnnces impairing the security of this Deed ofTrust. 3. To keep all building now or hereafter erected on the property descn"bed herein conlinnously insured against loss by tire or olher hazards in an arrount not less than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor, The amount collected under any insunncc policy may be applied upon any indcbtcdness hereby secured in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not C8llSC discontinuance of any proceedings to fureclose this Deed of Trust. In the event of foreclo&urc, all rights of the Grantor in insurance policies then in force shall pass to the purchaser at the tbreclosurc sale. 4. To defend any action or prooe<>:ling purporting to affect the security hen>of or the rights or powers of Beneficiary or Trnstcc, and to pay all cost,r and c:xpe,,ses, including cost of title search and attorney's fees in a misonable mnmt, in any such action or proceeding and in any suit brought by Beneficiary to fureclose this Deed of Trust 5. To pay all costs, fi,es and expenses in OODnection with this Deed of Trust, including the expense8 of the Trustee incmm1 in enforcing the obligation secured hereby and Trustee's and attorney's fees actually incurred, as provided by statue. Deed ofTIUSt-2 of5 CHOei. NOii-Order Seal'di Ocx:. KC.2006 20060901001384 Public Record Pa9E 2 ors O&lM By: ahieQ mnli!d. J/29/2009 5.52.10 AM PSI I • 20060901001384.003 6. Should Grantor fail to pay when due any taxes, asscssmcnts, insurance premiums, liens, encumbrances or other charges against the property herein above dcscribc:d, Beneficiary may pay the same, and the amount so paid, with interest at the rate set furth in the Note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust. IT JS MUTUALLY AGREED THAT: I. In the event any portion of the property is taken or damaged in an eminent domain procccding. the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation. 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not wam: its right to require prompt payment when due of all other SlllllS so secured or to declare default for fililure to so pay. 3. The Trustee shall reconvey all or any part oftbe property covered in this Deed of Trust to the per1100 entitled thereto on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the pcnon entitled thereto. 4. Upon default by Grantor in the payment of any indebtedness secured hereby or in the perfurmance of any agreement contained herein, all sums secured hereby shall immedietcly become due and payable at the option of the Beneficiary. In such event and upon written request of Beneficiary, Trustee shall sell the trust pt>perty, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at T rustec's sale. Trustee shall apply the proceeds of the sale as follows: (I) to the c:xpense of the sale, including a reasonable Trustee's fee and attorney's fee; (2) to the obligation sccured by this Deed of Trust; (3) the surplus, if any, shall be distributed to the pcrsoos entitled thereto. 5. Trustee shall deliver to the purcllaser at the sale its Deed, without warranty, which shall convey to the purchaser the interest in the property which Grant.or bad or bad the power to convey at the time of bis execution of this Deed of Trust, and such as he may have acquin:d thereafter, Trustee's Deed shall recite the facts showing that the sale was conducted in ~liance with all the requirements of law and of this Deed of Trust, which recitsl shall be prima filcie evidence of such co~liance and conclusive evidence thereof in ravor of bona fide purdiasci-and cncumlrances for value. 6. Thepowerofsaleconferred by this DeedofTrustaod by the Deed ofTrustActofthe State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mxtgage. Deed of Trust -3 of 5 Uder. l'fOl'RJfder W'di DOC. KC:2006 2W60901001384 Public Record Nge3of6 UMteO by. dllA::U f1inte0. n29J ZWJ 5.52: 11 AM PS I I • 20060901001384.004 7. In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint in writing a successor Trustee, and upon the recording of such appointment in the mortgage records of the County in which this Deed of Trust ;. recorded, the successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Gnmtor, Trustee or Beneficiary shall be a part unless such action or procwfing iB brought by the Trustee. 8. This Deed of Trust applies to, inures to the benefit of; and ;. binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors and assigns. The tenn Beneficiary shall mean the holder and owner of the Note secured hereby, whether or not named as Beneficiary herein. 9. Due on Sale Clause: The full amount of the principal balaru:c and accnu,d interest, shall be due and payable of Grantor sells or otherwise oonveys any interest in the real property secured by this Deed of Trust, nnless specifically waived in writing by the Beneficiary. DATED this /jf"; day of ~-, 2006. TODD S.HIRLEY STAIB OF WASIDNGTON) )ss COUNTY OF KING ) ~~ personally appeated before me TODD SHIRLEY and ~- the within and forgoing instrwncnt, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purpose th=in mentionod. GIVEN under my hand and o!ficial seal this _t[_ day of ~W, 2006. C.A MCCOMB NC I ARY P1J111JC STATtOf--- cot/MSStCil.-S JANUARY 18 2010 Deed ofTrust-4 ofS um. Non-ll'det seattn Doc. KC.2006 20060901001384 NOTARY PUBLIC in and for the State o~:' Washington, residing atJ, -l),;,'4~ ~ , MyCommissionBxpircs: 31~-fat<O __ , __ __ NIC'lf'd by~ No.V1z1t.-: T!la ,w:a a.;a.~•Medr Gan Qliiy. W h.n ,•uc -...W ~·,;,t)OCI MW poop.,, Nl)CII .. _.. ·----- Public Record Mige 4 Of 6 Created By. ailii:U Aiiit61! nl9JZW3 5.52.11 AM PSI I t ·' ::. • ' 20060901001384.005 REQUEST FOR FULL RECONVEYANCB Do not record. To be usc<\only when note has been paid TO TRUSTEE: The umlersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied; and you are hereby requested and directed, on payment to you of any SWIii owing to you under the terms of said Deed of Trust to cancel said note above mentioned, and all other evidences of indebtedness sec=d by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to rcconvcy, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. DATED'.__ ________ _, 2006. ----------- Mail Reconveyanceto: -------------------- Public Record Otdel'. Ncii-Ordef SEdidi Doc. KC.2006 20060901001384 P3gt! 5 di 6 Oi£iteo By. anea riltked. J/2912009 5.52.11 AM PSI .. • STATE Of WASIIINGFOll Comity« _____ _ ) , ... } 20060901001384.006 NOTARY PAGE ·-........ -·--------------------b dN .......C•I ____ -.ad said-•) --al le I that (he. ......... ) -dJb ..,.mac ad •• I lll1 lla1d IC to be (Ids. .... , dMlr) free ad vailmUIY acl for tilt IIINS aad plll'1tOIIS --bt ........ -. -·-----------~-- .......... Mr IIIF 7 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• STATE Of WASHINGTON Camltyflf_JCJ.N_G ___ _ I }U. } l_n,dly_l_ar _ _..,. __ rom, ___ A_._lllll'.RLBlr _________ _ b ... -.,------sald-,)--( ....... ...,, .......... ....._.., ___ BB IS . •t tad to .-. die lmil • and aclmcMledle tr: u a i:.i?fuiiiii .. m .. J'AC'1' « YASIIA l!'. CARPBNTIBll tobe ... -ad.-.,Y au of mda pai,, f« die -ad p111pose1 m I acd a dds lmtramat.. Duell: January 09, 2006 C.A. IIICCOIIII Prlnted-lblldlar at BADlllllIDGB ISLM1D MJ appoint-ap1m .:.0...:1/c.1::.:ac:./.=ic:.o ____ _ C.A.MCCOMB NOTARY PUBLIC STATE Of WASHINGTON lXl!,ll,IISSION EJIPIREB JANUARY 18. 2010 Ordei". i'kk FUOOI' Seami LXJC. KC.2CNJ6 20060901001384 Fd§E 6 of 6 Ueated By. dillCU f1iiitOO: //2912009 5.52.12 AM PSI ' 20060901001382.001 IEIUIN TO: TODD A. aa::otLJn; 575.:Z 27'1'B' .J.VlllfUJ: 11B SDffLBr IQ :981.05 Wenaot' (tfawlcaMI) -·~ ----- ~lapl~1 ----- 11-11111,-1111111 2 90100 382 l:iift I! w Ill .... l'll:=.~il' STAlUTORY WADANTY DEED PDI QI 1/4 BW l./4 18-23-5 1.s.i;,o:;-,011-06 THlGltANl"OR Rm. •nm PrmXBII, LLC, • w..hi.ngtoD 1:1:aiUd liability ........ ........ .. ... ...... -.. ~ .. '1'0DD .l,. SIIIRLSr u.d DSID. p. CARPJDITmR, Husband and Wife .................................. C'aalJ'fll UJl9 sc.. .......... TD BODTJ! 115 l'D! 0, !211 IICta'1'JI 2JO PDT or 'DIB a:Jft!DIIIST ~ M TD iiWtfAN&St _QUUl'ra. OJ' ~ 18, 'l'ORIIBICD' 23 m. RAIID 5 DST. W.X., D uw COUJl'l'Y. DSllDiLl'fOii1 nan "nm UST sea !'n?" rmaor, iWiilBD 1aD: D DSmll"l' ~ JI.OID MID IJ'l'XL1TIU OVD. 'i'D flOD'1'B 60 rm or TD IIDltTB 145 l'llft °" AID BUBDXVIsroa, DQPl' fflS an 30 rnr 'l'HIDmO.r, UIJ· DCDS' nll.'I' POlt'l%09 L'llllG 1IZTllDI' TD RD flll.C'I'. AB0'9'1:. troBJllCT T01 DBrmT, irccmmrm ao. UIH2t, AIB.&Ct:UC m-30 :nn, DnXD"l' J'01 PUBLIC V'rILI'l'ISS1 PP'."QPDIF JIO. H03222S531 JlOAD IIIIJf?aWIC1I IGPSl'lfR9T, DC01lDDa IKI. 790824.0H:1 -· ---'f?,CU/-='3._,t /c...,D~be:c__ E2234521 ~ /2111 14:47 ............. __ ....... .. fMLi .... -... uoa. 1oruM Seardi LNx:. KL.2005 2006090toonn Robert •• l.e-tT - Public Record Pa§E I Or 2 Q'eat!d By. dliieU Pfliited. }}29/lWJ S:52.0/ AM PSI I 20060901001382.002 NOTAltYPA<i£ 1....,.ClMd)tlKl .,._orllll'il~~dla _____________ _ k .. ,-,-t:t) ........................ .--(,) dla1: ~ ... -) ...... . ...__. ltuN(llr..._, .. )hl_.....,.act._tl,t _ _.,..._ ........... ~ -·------------ ---· ... --------......................................................................................... STA.11-Of WASHDIGTON '-"'_IWIG ____ _ l_.,.Cllll'y-._llalew•8"...,_..,...W...~JWBaR'r •• I..vt' a4 W?LLDX J. """""" lli..._....-(s)...,..,....1"111n..,_.lllldllllaa(t) .. (M. .. ....,.) ... du ....._,_ • _. .,...tllll nsr AD ___.c.--.CM ...... .-.1 I ..... IIMdle jjjijqpj '1f UL U'rAD PltOPSU'XBS, Lr..C 1i0h•he_..,.._,. actof_.,_,.,..,_ .... ...,._ .................... Public Record lkbei': Noii-Oitier W d I DOC! KC2006 20060901001382 Page 2 Or 2 a&® By. anm . I Pl1itoo. f/29/2009 s:s2:01 AM PSI AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425--430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) ) COUNTY OF KING ) 1..i1ty of Renton Planning Division DEC 3 1 zuog -------,~· o""-'<=~~-~A~. _S~t-1.....,__,.,1,.,,,R~L=lif<-----+--------· being first duly sworn cin oaffi'.cieposes and says: ' 1. Onthe 29'711 dayof 0<-l' ,2o_QJ_,rinstalled sign(s) and plastic flyer box on the property located at STEVcNS I public information A uc: f'v l\J for the following project: ? S\n,~NS I_p1N1 Project name Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code. N--,Pulllic Stilt of WPlllngton MITCH L SEMON _. AtlPOlflllMtll bplr.1 Jan 28, 2013 Installer Signatur Q:\WEB\PW/DF:VSERV\Forms\Planning\pubsign.doc 05/2006 I ~- 14· \-------- ..... ,.. o c~ PROPOSED LAND USE ACTION Type of Milon; {Provided by App!lcsnt) , ------SITE MAP------• I Project Nllllle: (P,ol/lded by AppllcanQ I Lamln.wd Site Add-: (Provided by Applicanl) : TO SUBMIT COMMENTS OR OBTAIN AOOITIONAL INFORMATION PLEASE : Installed by Appllcanl , L------.-----------J o CONTACT CITY OF RENTON STAFF AT; Oevolopmen! Se,v-DMslon 1055 SOU!h Graely way Redlon, Washlngton 98055 (425) 430-7200 Please reference tho project number. If no 0 rnrnber Is llsted referonce the projAd name. Jn~:.a1l@r Tns.tructiors: I Space __ ,. 1 I reoervod for I I Clty provided j PUBLIC r Nonce j 8.5 .. X 14" L---·---··· r PLASTIC l ! CASE i i rnotaUed by I j appliGanl ' Please ensure the bottom of the sign does not exceed 48" frcn the grcund. NOTES: i.lso t• X ~· X 1 Z POSTS Uso ~· x If l< 112' Pl. '/WOOD Uso 1/Z' X 3• GAi.. V. LAG BOl TS. W/WASHERS LETTERING: \Joo HELVETICA LETTERING, lllACK ON Mi!TE BACKGRO\m!l. TITLE 3" AU CAJ'S OTH!:R 1 112" CAPS and 1• LOWER CASE Q:\WEB\PW/DEVSERY\Forms\planning\pubsign.doc 0 0 0 • ,,. )i:(.t, ~ ,; ·4.f<J,.1! l'lfi tgt'11ffi:t.W t} »J1itf "'CM;:, , kJ!tM ; ·; ,. tl. OllQI.-J t.!'ltf't}!1~-- 05/201){5 CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 12-J 1-2009 Land Use Actions RECEIPT Permit#: LUA09-159 Payment Made: 12/31/2009 12:06 PMReceipt Number: R0905687 Total Payment: 2,400.00 GRISWOLD DARRELL E AND GRISWOLD MARILYN L Current Payment Made to the Following Items: Trans Account Code Description Amount 5008 000.345.81.00.0004 Binding Site/Short Plat 1,400.00 5010 000.345.81.00.0007 Environmental Review 1,000.00 Payments made for this receipt Trans Payment Method Description Amount Check 4984 2,400.00 Account Balances Payee: Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee .00 5006 000.345.81.00.0002 Annexation Fees . 00 5007 000.345.81.00.0003 Appeals/Waivers .OD 5008 000.345.81.00.0004 Binding City of R P!Annfn enton g D1v1sfon DEC 3 J 2009 Site/Sho,:t Plat .00 5009 000.345.81.00.0006 Cone ional Use Fees .OC 5010 000.345.81.0C.0007 Environmental Review .00 5011 OOC.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.0C.0012 Lot Li~e Adjustment .00 5016 000.345.81.00.00i3 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence .00 5022 000.345.81.00.0019 Variance Fees . 00 5024 000.345.81.00.0024 Conditio~al Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 650.237.00.00.0000 DO NOT USE -USE 3954 .00 5955 000.05.519.90.42.l Postage .00 5998 000.231.70.00.0000 Tax .00 Remaining Balance Due: $0.00