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LUA-04-063
,~ . . ' , ',' . " ~.,J _ File for ,record and return to JuheE D.lckens, Esq Gordon, Thomas, ,Honeywell, . Malanca, Peterson & Dahelm, P.L.L.C. 600 University Street, SUite 600 Seattle, WA 98101-4185 '.' GORDON, D PAIl .. 1 OF '14 11/22/~ 12 13 ICING c:oIMTY. 1M E1742412 '3/2Z/ZlI' 12"1 P.II PERSONAL REPRESENTATIVE'S DEED .""'I-'''!!I' " . I PAG; eel OF III Grantor' Joseph N. Carlo, as Personal Representative of the Estate of Dominic Frank Carlo (a/k/a D Carlo), Deceased, and not in his individual capacity Grantee. Joseph N. Carlo, Individually Legal Description (abbreviated) Section 15, Township 23 North, Range 5 EWM Additional Legal(s) on page 2 Assessor's Tax Parcel No . 152305-9015-05 GRANTOR The underSigned, Grantor, Joseph N Carlo. IS the ,duly apPOinted, qualified and acting Personal Representative of the Estate of DominiC Frank Carlo (a/k/a D Carlo), Deceased 2 ESTATE. DominiC Frank Carlo {alkla D. Carlol died on January 1, 2000 and Joseph N Carlo was apPointed Personal Representative on January 21, 2000 In the State of Washington Superior Court for King County In Cause No 00- 4-00452-1 KNT (the "probate proceedings") 3 NONINTERVENTION POWERS. By Order of Admitting .WIII, Grantmg NOnintervention Powers and Finding That Estate Is Solvent entered on January 21, 2000 In the probate proceedings, Grantor was authonzed to settle the Estate wIthout court intervention or supervISion. 117355 v4 doc I ..•• y 4. CONVEYANCE. Grantor hereby conveys and qUit claims to Joseph N Carlo the following described property located In King County, Washington, together with all after-acquired title of Grantor therein: The North Yz of the Northwest Yo. of the Southeast Yo. of the Northwest y.. of Section 15, Township 23 North, Range 5 EWM, EXCEPT the North 20 feet and the East 20 feet for road purposes, LESS all coal and minerals and the right to explore for and mine the same, Situate In King County, Washington 5. LIMITATION OF COVENANTS. Grantor expressly limits the covenants of thiS deed to those expressed herein and excludes all covenants arising or to anse by statutory or other Implication Dated thiS £ day of March, 2000. 111355 v4 docl -2- Agreed and approved. GRANTOR ~l-~. r:"'(" JOSEHNCARLO, as Personal Representative of the Estate of DominiC Frank Carlo (a/k!a D. Carlo), Deceased and not In hiS individual capacity STATE OF WASHINGTON) } ss COUNTY OF KING ) On this day personally appeared JOSEPH N CARLO to me known to be the Individual descnbed herein and who executed the within and foregoing Instrument as Grantor and Personal Representative of the Estate of Dominic Frank Carlo (a/k/a D Carlo), Deceased, and acknowledged the same as his free and voluntary act and deed for the uses and purposes therein mentlone~ [ Given u d and officIal seal this /S -day of flu ;,ti-, 2000 ",\..O'1TE Atll~ ~ ~"' . ~~~T~ ) !J \/1 ~40TAR"~':"" S,gnature ~~!I' ?l!:H4lZ *:. PU~~r:, .: * Print/Type Name' --J)118 --MUM. ~"""f(,. ,..' NOTARY PUBLIC In and fOythe State C?f I/' \ ~~&... Washington, residIng at ~ ~ <-4u~1 /y~( My appointment expIres C/ l~ IS-0.;)- Dated thIS I~day of March, 2000 STATE OF WASHINGTONI ) 5S. COUNTY OF KING I Agreed and approved JOS PH N. CARLO, Individually On thiS day personally appeared JOSEPH N. CARLO to me known to be the Individual deSCribed In and who executed the within and foregOing Instrument indiVidually and as Grantee for the uses and purposes therein mentIoned. 117355 v4doc] -3- -: Cr') co c::o c::o c:;) C"I C".J ~ C'> . c=.> c::.,:, c:;:, C-~ G,ven under my hand and offIcIal seal th,s (J'!-day of h!t. ,<,j,J I 2000 11735b ,4_1 ~ ~ }J? Signature: (!j:a <h -t4. ~~"-ir Print/Type NameCNARLOT11i M. MUAAAV NOTARY PUBLIC In and f~~a!e of Washington, resldmg at ~ ~'7UI ¥ My appointment expIres: cJ 7-/1-o~ '. ,. -4- · .... !i J : .. ~ i ";:: . ", !~j .. ; : i·' :. ' .• ~ .. ~ ). f ~."~.':'. f l "" '.1· j. , .. r) .. ~ ~ · t'... f'\ '-, """) ~ ~, .0 8 § fIIIt ",-.';." ..... ,. '."': .... ' 0" ,." ~ . .,~ .... . .) . ;,;.,-f • ".1 . ..;. '-~ ~ .. ..... · . .. ~-'- ~~ ,01;( r-. ,. ~ ~'I!d t'''t """ ~ -~ ~~ 'r'\ >- "". .. · · ".'- .f! ;a.1 -'4 "1' .. t: .s.t C 'lZi -OW . ... ~ t: I), Q ~. # ''': . ' ... . ~~ ,'. ' . ...... , A ;:-. ·-·f . If) ~;;' ... (j t4 ~ ~ ' .... .... ~ -t;~ '.t ~", .... .. '1 '·t ~., .... 0 ~. ') ~,~ , . .i." , .. ,--4' "" ~ .. : .. (. ,. ." ~~ f. .' + + ..,. .:. Ii + -+ -1. " .. ", co r- 1'"1 r ,,!lil in 1."I1,>iif·!:",l!.iflrl (If ()i~" DolI,lr (~1Itlll a;~d n'hr'~ \ .I!·:/ It· cC'.;]\ld,';;Hlon. lh~ rp'r;.~ipl of \\hich IS h·!r .. hy .,. krl!I'.·.I'·I!~t-'d. ..._ .... _. _.. . __ .. ______ ~_. ___ . ____ . __ ._ . ____________________ I) ,_~AHb9L_<:J_ ~>.i 1)_gJg----.tli!'lL- ---------.----... -----.-------------------------------.----n:ranlor" herein!. hc,,,by !/T,'JlI,. conv"y' and warrants 10 PPGET SOl.l:\D POWER & llC~rrCOMPANY, a \\'ashinglon ""rl'"ralion ("Granl""" herein). lor the purpos., h"rcinrllter s~t lurth. a perpelllal "a,ement o\'er, across and u:ld"r the ("II,,\\in~ deSCI::" .. d r"al property (Ihe "Property" herein) in ___ !:;.i.n~ County,Washing1on: The North 1/2 of the Northwest 1/4 of the Southeast 1/4 of the Northwest 1/4 of Section IS, Township 23 North. Range 5 East, \'I.N.: Except ~he east ;:0 feet for road purposes. E,,,.'pl as may b" othen,ise set (orlh herein Granlee's righls shall be exercised upon that portion of the Properly (th~ "Ri,!hl-oI·Way" herein) de..:nbed as follows: A-R~1w4~ .. ""-==~-=-.=--',,==:.feehft~ift;_==-===--==-=4eetuf"llr.It,,~~er.+t-.,,!ecl~~~~~1~~~~_~~~~ The north 20 feet of the above described property. Ii I 'J 1 Pi.!rpose. Cr iint,"e shall han;> lhe ri~ht to constr'JcI.:· op'.'rafe. mainr;lin. repair. replace a'nd pnlar"':t" onp. (lr mo"~e ,·1,·,. :ric tr.nsmissi"n and/or distribulion lines over und/or under the RighI-aI-Way logether with all nCeC5SJ') or con· ""n.:ienl appurtenances therelo, which may include b,,, are not limited 10 the following: a. Overhead facUitl .... Pole. and/or towers with crossarms. braces, guys and anchors; electric transmissIOn 2nd dislrihution lines; communicalion and signallinf's; transformers. b. Under~.ound fa cUi lie •. Underground conduits. c"hi--;, ,-aulls. manholes, switch •. , and Iranslormers; "m;- b'Jrip.d or ~;ol!nd mounted facilities such a~ pads. tr.l:1 .. f,H'"mp.rs and switches, Folln\\"ing-tht' initial conslrur.tion of its rar:iIilies. r;r,\Ilt.~e r:l;IY frnr.'l lime 10 time cons!ruLi sur:h 'J(lditionall::~.·~ and f1ih;'r facilitif!S 3S it In.1Y r'!qnire. 2 Access. Grant'· .. • ~hdll h,1\'~ tho: ri}:ht or access to the Ri,l!hr·l)r~\\·;)y o\"~r and across· the PrOpt?rty I'} ~'!l<:hl-~ Cr.H'.~I?c!:J '~":.:rclc;e irs riJi!hlc hl'rcu~der, pro\'id~l1. lhat Grantee shall c(J::~;)cns.l~C' Cranfor ror any damapoe to the rr()p~rty c:.lt:;opd hy Ihf> '·.xr.rdse or said ri~hl or .lCCI'55. 3. Cutting of Trees. Granic' shall have the ri~hl to cui or rrim nny and all brush or trees standing or gro\\'irlg upon Ihe Ri~hl·or.\\·ay. anrl al~.n th· ri.l·nt In r.u! or trim any trl.'t'S CI1~' th· .. Plllt'nr:~' which, in falling, coulrl. in Grant· t~'S r.-,"~t1n.~hle jllrh:mt·nl. tw a h 'z;t;d ~u Grantee's (itciJitics . ..... Grantors l ~~ 01 Kixht-ol·\\ay. (~r.tnlor rll~I'f\·t·'" :};" li)-.! '0 II~I~ Ihf' Ri)!ht-o(.\\·dY for any pllrp'lS._~ not ~l'I',"'~', ~~"~I.·nl '.\ ill) ,It., ri,!.:t:!~ p,·rt·in .~:·,1nI,·d. prO\.·id.!d, that Grantur ~h:dl :11:: cn:l'i:rIlC! or m,]intain any huilding or o'~\t'r .:,:ra(:llr.~ l'n I~it~ H;.::!;r·o(.\\'.IY <tn.! Cr !:'~:.t~ !'oh,,11 Ih l1,j blasting within :i!1!", ft'l'l f""!! Cr;li1~"~'S ftlcililies \\irhoul r.r,lnrt·.·"~ pr: ··r ,",iiI:·" C(.'!l- ~':nl. InrJemnit~ H:, ,ti~d .di dd: '" " . "'f! 1'; .... . . • J ~ ~'. • i' '.' .,: ", ,:::~.: .In:! ~.·r 1~d:n)llhis.f.'.IS~·::>,;:!. (> '"':".' .1"::,"':,, ti' itHh'm:';~: i'lIld ho1d hoi:' . ' .. {;'1 ~'~"~ f~'l:-!1 ,:." "~ <"!:i:', ;.·~1 i1r a~y pl'r~:·:·. I.. .:: ,'. ~" j'\""! h~ Cr,l:""f-!'\-J,\ql.i ... ,' I':' .. \. .,~ ~", rl·1ip()rl"'l!.~' "'~ I:::".~'·"" r,· .... \dllr~:..:f:I.'"l: i,.. , r I: 1". . ~ • :.: . l-ii.F;~ F; .. \( ~; 1\: .\ .. ·.·.·,·"t,··,,\, .. ' .... co r ~'::.! ::~·.~·r" .!~d " .. ,i;.:n'\ Th-~ ri.~'!::''i and flhl,!!,.tinns of the JJ.Jr!it,s shill! inlJrt' fl) Ih~~ be!1dH of and be bindit\.! upon -. ';"'1.:1'," <;'!r.r.,'\Vlr"l oIl!d ,1~si.lo(n"i I ~ \. ... _. __ ... 1!.l.21. D. Carlo." ST:\,'c Of WA5HI:-\GTO;>J } S5 . . "' .......... . cnL.::\n Of King ' .. '.c,~jl1 ....... . . ~,~;.. .... :~': ~ "\ On ~h;, dJy personally appeared before me D. Carlo tC\~;s. ~~ :is:.'' ... -'. Ie, "" k~J..,.n 10 b~ Ihe ind,ddllal_ described in and who executed the \\ithin and fo~egoing i~uTen~'rn~apcio":1' ": '\ ".!:ed !n.lI he si!Z!led the same as his free and voluntary act an-J deed . e uS" aqi:! rurp~e •.. _ L' . d ." , • J tLr.ri:'11l mfnflOn~ . -.: : ,~ • I : C : ____ -.. ' ..... ' / 'd.-,t, ,~.\.I'".:: .... : S1 ATE OF W.~'·H:-\GTO;>J COl').TY Of } S5 /-4,) It, . ' .... ~ .. ,: :. !itateoftv. egton.~esldirt&.t· : ~'" . I , ... ,,-,"". On ~his c!ay per50nal:~ app~ared bpfore me __ :---____________________ _ ;.) "'e ",own I') lie Ihe indil1duol_ described in and who executed the hilhin and foregoing instrument. and acknowl· ;~.al __ , ___ <;gnM tt.r same as fr'ee .md volun'ary act and deed for the uses and purp'Jses r;-.... !'cin :.!"n:;0r.ed. GI\"r:" unc!er my hand and official seal this _____ day of _____ .19 __ . STATE OF \''-:\SHL'\GTO:-': (.OC:-.TY OF o~ r-.i.> . _____ cay of ______ _ ---.. -.-------------Notary Public in and for the State of Washington. residing al . 19 __ . hefore me. the undersigned. personally app~ared and _____ and _________ . respectively. of the corporation that executed Ihe ;. c .. ; ,:r.~ instr~",,,nt. and aclcnowledged the said instrument to be the free and voluntary act and deed ofsaid cor;..or;'lion. fer :h~ U-"'S and puopo5<!" therei:! mpnfjoned: and on oath stated that __ authorized to cxecu!e Ihe .,_,;.! ;1'';~Jment ar.~ ~!.at the seal affixed is the corporate seal of said corporalion. ''';:'~.:''; my hand and ollicial seal hereto affixed Ihe day and year first above "Titten. Notary Public in and for the State of Washinglon. residing at ;i i I ~ t I I -: ;. I' " . i 1 , .. ~ ... I· • t_- '~ . I --J: • J I t I ! :; .. ... :-. .1 ft:, '~' I r.;:-.. , l<, t, 0) ; , .. . i I .1 t :". , , -'. -~ --'-,- .. . j' : . I : ';' .. !. i I i I , /; -": " . DECLARATION OF CONDITIONS, COVENANTS ~D RESTRICTIONS REGARDING FORMATION OF A U~ILITY LOCAL IMPROVEMENT DISTRICT In consideration of approv~;'i by Kinq c~-J,~~i:g~-r a t~qr 1:'5 PH 'F . c~,,': ! t;. 1., ; -'. "I N or Rf:·;;~.1 ,. ': ;~110N~, I\!~~ ,,::Jh' • the 'property ______________ , property owner', hereby covenant and agree as foll~ws: ,:: ... ': 1. , ", I/We are. the owners of property~ifhin KLng County, .. '. e,.:; .:~ _ which is lega ~ly described as follows: . • i /\.' 2. '. ,-c· --', .-', .. , (1 -I \ l) I/We ~ave requested the issuance ," , f>- . /I r-:..~::.....: ' .. Ii by King County of the f ollowinq pernli t or approval for the .lbove descri :bed property: /" 0 ·f ,. '.~ i I"'; ,t .... ,.' 3. Pursuant to King County Ordinance 5828, ~ 'ction 4, the above describEd permi t or approval is exempt from. King County's requirements :Ior fire hydrants and water mains. 4. Recognizing the above facts and in consid eraticJ; 0: King County's issuance of the requested permit/approval: I/h"e hereby agree to join in the execution of a petit:i.c::m for and r.ot to protest, t.l1e formation of a utility local impr<>ve:ner!t district far purposes ·of providing water mains and fire hy<irants consis- tent with ap? licable King County standards. Forthi s o·'.,r!=,ose r :::---,,'e hereb:! d esig:1a'.:.e the ::1anac;e:-of +.:.he ;:::.:blic w..ater :::s~;-.:.c'.:. 5. This Declaration of Conditions, Covenants and Restric- tricts is binding upon our heirs, assign 'ees and successors in interest as the owners of the above-described property and is a covenant running Jith the land. 6. This Declaration of Conditions, Covenants and Restric- tions shall not be released without the express writte~ approval of the King County Fire Marshal or his successor. '-,.-. 'I :~! ..,. OWNER. On this , be fore :'1e appeared to me known to be the (individua~~) cf :'he corporatio:: described herein a'1d who executed the fo~egoing inst~ume~t as their free and voluntary act and deed for the uses /i l... and purposes herein mentioned. \':itness my hand ar.d seal hereto atfixed th·~ /?';~ C:3Y of 19~. 'Notary Public in a11d::orthe Sta~f Wa5~in?tor., residing at ~ r-//". _____________ _ CO\'ESA.'" TO~'EX TO TIlE C lTV 'Ii' RENTON ____ ~1?~/~c~,~,~"~(~,~,~,~C~~~~~~,_c:~IC2l~·.~,~~~/~~~'~:~~>~~'_'._' _______________________ • hereinafter rl' ferrt'd to as "o\,mers." hereby covenant and agree to sign the necessary -" petitions for annexation to the,.~-::f\~~~~A~f':~ of the City of Renton, ~ashingtun. for the property herein descrlbe:dan~~ri"the terms more fully set forth below. 1. LeKal Description. 1be-o:f~&~l:iclesc:riPtion of the property to whi ch " ..... :. this covenant shall apply is as £olfows: ~.~ "f tit" XI.'. "t th.· SE J,. of the SWI~ uf S,·,-t. I:' TWI' 23:-; H ~ E.".~1. 85/'01/21 REeD F CRSHSL 1t0377 Po 4.0(, •· ..... ' ... 4.00 '55 hereinafter referred to as "the premises." :. Basis for Covenant. This covenant to annex is given as a condit:on to "fPL-7f4I being permitteJ to hook up to .water service from the City of Renton to serve the premises. 3. P3rties Bound. This ag:reement and the covenant to annex shall be binding on the owner and all persons subsequently acquiring any right, tit Ie or interest in or to said proper'ty referred to as the premises. and sha~l be a covenant running ~ith the land. 4. Time for Performance. 7he owners, their heirs. successors or assigns, agree and covenant to sign a petition to 'annex the abO\'e described premises unto the Cuy of Renton at such time as the assessed valuation of the subject premises is sufficient to qualiCJf under the 75\ method pursuant to RCW 3SA.14.120, together with such other adjoini~g or contiguous area as the City or other pet i tioners Dlay determine. The cwners further agree, ",he'n so not i fied by the City. to promptly circulate and execute such Petition and to comply ",ith all the requirements of law regarding such annexation. I f the owners, thei r successors FfLED FOR RECORD AT RIOUEST OF rrq;-r Of THE em rtrRK [~;~N MUHi;. •• AI. BiliG. 1.'J I!lU AYE. SO, iOOOII, WI 9&l.5 = vr ,",S~lgns LIlI t" J" "". th,' Cit)· reserves the right to tf'nninatt" such utilit~ 5, I'i ling. These covenants shall be filed with the King County Audi tor, this IN ~ITNESS WlllREOf the owners of'the premisE's have sigr.ed these covenants /C ~. day of f "fet.:." ~i~;~\ . Igf.;:~ . ,..;<~?, ... , .. "':r -. ..... ; .... STATE OF I>:A5111NGTON ) ) 55 COUNTY OF Kl~G ) On this day personally appeared before me .!.\',,,., ,I ~. ',.' j " to me known to be the individual (s) de!'cnbl"d in ----------------------- and who executt'd the "ithin and foregoing instrl.DDent. and adno,,"ledged that they signed the same as their free and voluntary act and deeJ. for the uses anJ purposes therein ml"ntioned. GIVEN under my hand and official seal this day of ~ t-M 0 ~ ~ Q ;t) 'l) CITY OF RE~TOS TF1fPllItARY WATER SF-RVleE AC:Rr.EHE~T DATE /.:", , "/' 1. We ll,'mlnh' F. C.lr I.· , owner("; of ------------------------------- Addre6s _____ I_j_~_'l_3 __ -__ 1_J8_t_l_l_S_·._r_ .• ______ R_el_lt_o_n_, __ ~_·a_s_h_i_n_~_t'_"_1_._I~_·(_)'_lf_' ________________________ __ leRally described as follows: N'l of th,' XW'~ of tht' SE\ ot' til,· ~\;\ <If St.·.·t. 15 l ..... r .?3S R t, L.W.H. 'G ~~ c·· !C -";I 8501.·21 Itr:r!.'8 :;II: .. g w: R:=:Cr, F :-. ')(, oil ." J' • ~ :" ~ . ,~~ CRSHSL + ......... :.. ':'1) ..... -.":'-' :,-. '5'5 ~ Cl. ~(!) ... ,:!b~ -:--_o=:.t: iii C"'-.I ..-0 ~ :;e >-u w -CD~ a:: -.., for and in consideration of the Renton Water Department ~ranting a permit to connect a temporary IPtI-NuJ,UJi water service and lor lI\8in in 131l til Ave. S. E. (Duvall .. h·c. S. F.. , _____________________________________ for the above property. The cwner(s) of the above described property, their successors, heirs and assi~s, hereby a~ree and covenant to participate In, sign a petition in ~JPport of, arid accept any ~.ocal Improvement District (t.I.D.) or City-initiated proposal, other than t.I.D., and pay their fair share therefore, for the extension of the water lIlain in '3l:1th ""'" S.£. (Duvall Ave. S.L) when required by the Renton Subdivision Ordinance, or as directed by the Director of Public WorKs. I~ WITNESS WHEREOF I (We) have hereunto set my/our hand(s) and seal, the day and year first above witten. STATE OF WASHINGTON) ) SS COUNTY OF KIN G ) > and who executed the within before the same as C~ therein ment~l-o-n-ed~.~~-------------- WITNESS my hsnd and official seal the day written. FHEn F3R RECORD AT REOUEST or --~.------________________________ (S~) and year In this certificate f1r~J ... pl',9.~e ..:.-u ~j. "$ ............ .,' · •.. ·')-l-l·· . "--" " ~ ~ . .:.tl. < • 5' " ?:J, -4'?'&: "t. J~' 2,,,,.,q-y" It ". . Not uy Public il\ and fe~ mt .. of ': .• ~4 ,. ~ Washington, resid· .. ~ at:,J-;~'u »(.. ': ;:d. .. " :>1' 8 '.l'he ORAH'1'Oll, DA'l'TLB-1'IRBl' NATIONAL BANK, Trustee unde· Agreement witb JEAN W. GREER (LU~.AS), for ..... la ~ aI revocation of Trust DDlJan, _".,.1IIcI quIt-cIaImI to JEAN W. GRZER (LUCAS), a married woman, as her separate property, III llltereet III tile tollowlaf ~bed real eRate: The North half of the northeast quarter of the southeast quarter of the n~rthweat quarter of Section 15, TownAhip 23 North. Range 5 East. W.K •• in King County, Washington; EXCEPT the north 20 feet; EXCEPT the ¥est 20 feet; EXCEPT the east 30 feet. Subjact to all easements, restrictions snd reservations of record. Subject to Deed of Trust dated November 28, 1975. recorded on December 5, 1975, under King County Recording No. 7512050069, in original amount of $45,000. lUNG COUIm NO EXCISE TAX JUN t 11982 King , Slala ot Wahiqton. RECOImED 11lS OA' .. II' 1215 PM,' BY THE OI~iSI,jN ()f RECOHDS & ElECl10IIS KlNGCOIfT" IN WlTNISS WHJ!:R!lOI", IIIld Seattle-J'Int NatiaDal Bank baa cRUI8CI tblo InItrument to be 10th June _. 1182. C .. tbl8 lath _ at June • A. D. leeL. before 1M, tile UIIIIInIped, a JfoIaI7 JIUbUc III aad !Dr tile State of WubJDctoa, duly rommtat ..... SlId narD, p8I'IOIIIUy ~ __ ~J~a=me==.~E~.~S~t~r=o~ck=-_____________ aad ____ ~L=i~n=da~D~.-=H=a1~l~e~t~t~ ____________ __ to me aa-a to be a VIce PlwidlDt l1li4 Trust R.E. Officer , ,......11 ••• 01 SBAT'l'LZ-rDIS'l' N.U'IONAL BAJOt, a -.J t.aIdDa IIf:tocIatIon Ibat _ted tile ~ ~ IIIcI ~ tile IBId ~ lit ... tile trw IIId 9IIIuIltaI7 let l1li4 deed of 1114 aatIonaI bdIDa ---doll, for "A _ azul JIIII'.-tbereID ~ ad OIl oath .. ted that tb.y ..... autllomed Ia ___ tile IBId ........... ad IIIat lb. -.I .... Ia tile ... 01 IBId IIIItIoaaI ~ .-Iatlan. W1'1'ImS8 ., ..... aDd ClClldal ... bento ..... ~ tbl8 certIIIeate .",. writt.. -._. __ ~::.::::4 £' roll .. s •• "n .... , .. . ,. ___ .. ; .', ., ....... ,: ... :.~;. .... ~ . ..n.7!"'. ____ u:r.;.,;..,~"'''"'' _______ ... )-... ;i>.·..,·"'"·-;l;I-T;;;:-.. -·io-.o;:",aiA.:~Iiii·/.~·· • • • I ROCW'Il Ad~: 13823 SE IJ2nd St. Renton, 'Je. 98059 FomI} ........ _ ........ ., ..... _____ " ....... _.OIIIu.IICW ........ .cwu.oo)lht: R.foraco 'lIIappllatbl.,: _____ _ lc;.,o.aI'>ri"'I~U .. ':(I' r·!lC .... , Donald E. 11' Add1.0DPIl-- CnIII .. (., (PwdIuorj: (I' [ !lea 8, JeaD W 11, Add'Lon r..a1 OooaIplllII (obbrwI.ledt. The N. 1/2 or the HE. Qtr. or the SEe QtrAddt.I .... I .. n Tax Pon»! IAcaruDtI THE CIIANIOAI '-Done I dE. I."C 88 or~~.!: .... .!Wit...... _Ctyo,Tac:o!18 ' Co\iJIty.f __ ~q ,liWaol Vaahlng:t.Dn b ........ -.ld ... Uoa of 1'e Sf/m ~ In hand, does b'!fa, . _"'_ ..... opall<lllm_lo ean • c: s . _382) Sf: 1)2nd S~ ,CIy of RenUm .c.n.nl)'ol King ~Slateof aoh1UetAD 011_ In th. followlJlcdooa1bocl RooI_: 13823 SE l)2nd, Renton ( see attached legal description .llUaIedlnIhoIAUDtyof_Ko.l .... n"lg;_.-----,.SIa .. oI WaahlngtoD .DoIodlbla_~ .... t""b,--__ _ of June 1997 ST A T1I OF WASHD«;TON (INDIVIDUAL ACDIOWU!DGDCENI1 Ei59!93~ 02/03/98 .00 .00 - :--\ . " " .. ~ '. ' • .. ",! ' .. • 13823 SEe 132Dd ST •• RlIIltoD, Va. 980S9 THE NORTH HALF OF THE NORTHEAST OUARTER OF THE SOUTHEAST GUAATER NORTHWEST OUNITEA OF SECnON 1'. TOWNSHIP 23 NORTH. AANOE ~ EAST. WILLAMET1E HERIDIAN. IN KINO COUNTY. WASHINGTON; EXCEPT THE NORTH 20 FEET; EXCEPT THE WEST 20 FEET I EXCEPT THE EAST 30 FEET. Pap 2 .. " . ..... ; ~. &~ ". ·r ... ·~J ;F~~ .. . ':,' ..... ~ It...., (-- ~ .• ." _,In. III ", ~~. " ....... ; .. . . ."" .. II-.W,.. .... ,.,. I.,.,.",.,."", .-I., _ ....... .. " ... 41 q ,..r, .. ,., felf filM U lit r t ". ,_) .~::--" .... J'IIfItf" WI..,. .. _ ........ at lti(fl--~ ,. ___ ~. P.o_" i_~it ... .,.".. .... -., ...... , ........ u"tI_" ... ,.".,..A11I1f11J11,.,.".. .. '",.", .~.Il1IMw • ......, ......... ,,.. •• ,,,. S, _'rH. ",." .. IM .. ,.,..t ~,." .... ~r ... ...,.-.I(.r, (I ... }'~' I~, ';.~~J , .• ~ ... II. IF ..................... .",...." _ ..... , """ $.,. ----. . _ ... ..., ,.,. .. __ ,'-",.". , ... ..,4 .". iIJ ~ ,., .t tJ,4 " iI. ",.,. " ... ,~ "''''1'' ' .... ''''''' 1;-I • " V':'-V. )/[.,: {b .. P ... c .... " DltaD ...... ""I ".~S.,.,. ... ,.",ntI ....... ., .. S. ~ 'ill 14 1t11/t, UtW/./. i.l., 'ill";" ltiaftr.,.,.: _ ,"--,.. r. ~ .... _ ", .~.' ~ .1 4w. " • .., .. r, I •. ~" .. IA# "'f tI~W 14 ia I( C W, ~1Ir) Utlfl ~" We .. , ... tVc ~" ., .IIIt" ., Iwf·, ,um1; ,~_",. t;;.., to' i""" ".~ /IIu ,., •• ".,.. .". iH_..,te-.."er,.,..,., .rC .. ~lhr'" I/r.ft"'''' "'"~_'" ' •• ttJtll, ;,-.144 ,"',.,.'" " ......... ..." • _till, , ... _. T. ~ <I II 1# S." ... " ... ~ flt-t:r D( all b.u. c~tl " IM~' ,." ,... ........ ' ...... ., .. 1114 rr. (t( ".". "::~ . .;··1 ~" a.., '.".,.", .. .,a'" lUI" Ii ~'~I'OII' ",,,,,.-1 .• t~ I/-Jl. 5. p ...... -...,"-,I ... "." 1.,. 4u ,. .... I .... ~ pr,'" In ~ • ...u., u Ih ,Is fOr' ..... , .... "d h, II' P"AI. I "-C" • .. ' •. '.1.(. , l~"_~.· !f .. , t~r'. 1\,. ·r" Ii uJ""1I I.....". •• ", (/ / J J:. ,',', h I '1 "~ ~ I ~I I J \ j ---- :;; '"' • i S I 85/07/18 ReeD F COVENANT TO AHNEX TO 'I1IE CITY OF RENTOIIASHSL 10439 B 4.00 ............ 4.00 55 ________ ~\h~~~d~4J~_k£V~.~&~"wC~))~SS~ ____________________ , hereinafter referred to as "owners," hereby covenant and agree to sian the necessary petitions for annexation to the city limits of the City of Renton, Washington, for the property herein described and on the terms DOre fully set forth below. 1. LeAal Description. The leg.l description of the property to which this covenant shall apply is as follows: Th£ ~~ rn "AI.I' 0 f' 7111:. ~q/JMST t;If.VIeTE£ oF~ .scu7h~"lSr QUI#I!m.e o-F rAe ~1(?",wesrtt¥IA~ uP -sE<lT/d.c.) /.$" ~hl,;o rD<!J .ck.em .. 19~&'.cA67; uJ. /71.,/;,v K....~ .. &wLI~J ~hiO$-rdIJ; EI~ 77tE -<.h.erh 00 tDLG:7""/ £1t!.Ep7 7'H64JE.s'T rOt!1PELET} cYfU¥J'T" T~E s-tSr.sf!JFIEE1:" hereinafter referred to as ''the premises." 2. Basis for Covenant. This covenant to annex is given as a condition to being'permitted to hook up to sewer and water service from the City of Renton to serve the premi~(~. 3. Parties Bound. This agreement and the covenant to annex shall be binding on the owner and all persons subsequently acquiring any right, title or interest in or to said property referred to as the premises, and shall be a covenant running with the land. 4. TilDe. for Performance. The owners, their heirs, successors or asSigns, agree and covenant to sign a petition "to annex the above described premises unto the City of Renton at sucb tilDe as the assessed valuation of the S\lbject preadses is sufficient to qualify under tbe 75' method pursuant to RCW 3SA.14.l20. together vith sucb other adjoining or contiguous area as the City or other pedtioners may detenaine. The owners further agree, when so notified by the City. to pro.ptly circulate and execute such PetitioD and to coaply with all the require.ents of law reaardinl such .unexatiOD. If the owners, their successors ,iigQJ ". r. .... ~ =-: ~ .... -. -!:I: .... ~2;t; c. fUD RlICORD AT UISlII ,,'" c' C:: ,., c.- ;-w .., ~ •••• mB ... --...... .... --.: :o! ~:) .. /~ .." .... ~.: :a:: ~ r .. • or assims fail to do so, the City reserves the rilht to terminate such utility servic:es. S. FiUnl. These c:ovenants shall be filed with the Kina County Auclitor. IN WITNESS 1HERE0F the owners of the premises heve signed these covenants this , j dey of _ f.1.a . 1985 - STATE OF WASHIMrnIH ) ) 5S c:ccn:n OF ICING ) On this day personally appeared before me • fA III !AI 4 4. KIB /. ,IC A £ . ________ ._,. __ to me known 'to be the individua~esc:ribed in aQd Who executed the within and for~goina instrument, and ac:knowledged that they , "'1. sipeel the s_ as their free and voluntary act and deed, for the uses and ,~\ "."~"'" . pa.-pDses therein mentioned. •..•.. 1".:.:-':'" GIVEN under my hand and official seal this ---LL-clay of' 'JcJi..V~lf.:5 f,- :' Sf; ,.', 1117 I _f:i' " \' r;. FlED fOR RECORD 1.1 __ ._lIIarr8' -_la' ..... ..... ;,. J .~.~ ~~, tJ,~\~·',,-.' ": ... .::.~ .. ;~~ ........ .: ., " . ~ 'Ow:~. COVENANT TO ANNEX TO THe CITY OF REHrON .J--; A ~"'. I h i ft -____ =.l"' .... .t.:~bJ ... ··"--~~~..:..-.!:: .... ..;':=.d~(.;.· .LA:::....i:i">~ ________ ..... ere na er referred to as "owners." hereby covenant anel agree to sign the necessa ry petitions for annexation to the city limits of the City of Renton. Washington, for the property herein described and on the terms ~re fully ~et forth below. 1. Legal Description. The legal description of the propert;' to which t;hi~ covenant shall apply is as follows: Th% ~o~Th. h i\,lf of T~\!... JlJC:R."th E.A.sr QU./H.~:'t\=£ .. cf' ~e.. _ F QUA(2TE rC, tjl,)(.l "th EASt-~ "'t"~e... fJol'(.rhuJe 51:" ~uAr~t~.::. c,.c;. -5E:Q~\OU 16 i Tou~ ..... ': Sh" P .Q3 /VOR'Th f RI\L'G-E...n ';:::i\~\. o.) . .-n. I it-,j I{jDG.-CUILe...:ly i WA 5hluG-t-Ck) ~ E.k\! c:.or The... ~C~Th. .;;)6 ~~ET; ElC.~V:)l The.. LUES, :{Ie.: FE.E.l: C='ll<!.E..(.lr ThE:... EA!':>T .,gc.; EeET. hereinafter referred to as "the prellises." 2. Basis for Covenant. This covenant to annex is given a5 a condition to being permitted to hook up to sewer and water service from the City of Renton to serve the premises. 3. Parties IIowId. 11U!' .gr_ent and the covenant to annex shall be binding on the owner and all persons subsequently acquiring any right. title or interest in or to said property referred to as the premises, and shall be a covenant running with the land. 4. Tiae for Performance. The owners. their heirs. successors or assigns. agree and covenant to sign a petition to annex the above described pre~ses unto the City of Renton at such ti88 as the assessed valuation of the subject preaises is sufficient to qualify under the 75\ method pursuant t~ leW 35A.14.120. together with such other adjoining or contiguous area as the City or other petition .. -. _1 deteraiDe. 'Ihe owners further agree. when so notified by the City. to proaptly circulate and execute such Petition and to comply with all the require.ents of law regarding such annexation. If the owners. their successors FIll. BID AT BBlIf .. _.IIY_ ---_Ill ... -_. a~s/09;22 REeD F CASHSL 6.00 10599 B ... • ...... 6.00 55 or .ssi,ns fAil to do so. the City reserves the ri,ht to terminate such utility services. S. Filin,. These covenants shall be filed with the lin, County Auditor~ IHWITNESS WHEREOF the owners of the premises bave silned these eov~nants this _...I/~j,--_ day of A veil> r STATE OF WA..<:HINGTON ) )SS COUNTY OF liNG ) On this day personally appeared before 1118 JeA AI W 1 v cAS ------------------to IIfl known to be the individualW'deseribed in and who executed the within and foreloina iDstl'Ulllent. and acknowled,ed that they siped the same as theh" free and volunta1Y aet and .deed. for the uses and purposes therein JDentioned. GIVEN under _y hand and official seal this __ .L1 ... 3iL-_ day of A V6t.1 ST • CITY OF RENTON TEMPORARY WATER. SERVICE ACREEMENT I. We JE au y) /...YC AS Add&:eS8 //1&..14 -J!i0'''p. 4 ~ ,5. E. • owner(s) of legally described as follows: .-;iC A.'(),.;:r/r h.41f' C.f T/r£. ;U~.eTh5.~_"5T Q(.I...~Ii!Te:.R of' ThE:.. ~c)t(Thc.?~r ~"'u.~,cTbe C r The. L'C'Rri1(.i~sT ~u,4teTEe ~r <6E.o.T'C\Li /6; T()u.!A...l6111/J -:;{)3 A,,'£Y?TI1, /?1'9A.J/ft:.5 E./9Sr~ aJ. m. I /A.I A'/;U9 (jt)4It.iTj-, a).4S/uA...'9"'It.!)· E.tC.cpT ThE AJ();erh c{JOFcc:r; £,tC1E.JOT The.. ~jcuT<i?OtJ£eT; E.t~£pi~ 7nc. EtI1U r ","0 Fe£. 7: S!5,'09/OS ReeD F CASHSL toaSt 5.00 for aDd in consideration of the Renton Water ~partment granting a permit to connect a temporary/permanent water service and/or l118in in 1" ."1'1,61 ,,.; ,13ft! AIlS. S:·.JF ______________ ---for tbe above property. Tbe ower(s) of the above described property, their successors, heirs and assigDs, bereby agree and c:ovelUll1t to participate iD, sill." a petition in support of. and accept any Local Improve.ent District (L.I.D.) or City-initiated proposal, other tb~ ~.l.D •• and pay their fair ahare therefore, for the extension of the water maiD in 13ft! A~. S.it . vhen required by the Rentop Subdiviaion Ord1DaDce. or aa directed by the Director of Public Works. IN WI'lHESS WHEREOF I (We) have hereunto set ray/our hand(s) and seal tbe day and year first above witteD. STATE or VASRIHGIOH) ) SS commr or It I H G ) X~i.r2~_ ___________ CSEAL) (SEA:L) WI'l'BESS III'J band and official aeal the day and year iD ehifl certificate firlt alY.va written. FIlED Rla.D AT om If _If ••• 11_-.... -. -........ 7 fum fOR ireDRD AT RWiiwT nF CITY OF RENTON Dt~£ !:F 111 mY CI.FIIII WirOH MIOOCIPAl BUlG. 200 bilIL l\'£. so. IIOtlUII, Ii - TEMPORARY WAtER S~RVIC£ ~CR££MENT I, w.: ___ Je_il_" __ W_,_l_u_Ca_s _________ , o, .. ner(s) of Dec, 24. 1985 DAn: ___ _ AJdreas ______ l_32 __ 1_6 _____ 1.3_8_t_h_A_ve ___ ,_S_E_,_, _______ R_e_n_to_"_, __ W_A ___ 9_BO __ 5_6 __________________ __ legally described as folIous: The North half of tile Northeast Quarter of tt'i! Snuthe.:;st Quarter of the Northwest Quarter of Section 15, Township 23 NOt'th, Range 5 fast, W.M., in King County, Washington; except the North 20 Feet i except the West 20 Feet. except the East 30 Feet. I=.?,~c;.·, F '= ~:·;t:-:-:i_ ,.,.. •· ..... ;;:::i ~ ('I:i c.::-' for and in consideration of ths Renton UJter Depart~ent granting a permit to connect a temporary/pel'1ll4!lent water service and/or II:II.1n in 4" watennain in 138th Ave SE. ___________________ for the above property. The owner(s) of the above de~cr1bed prnperty, their 8ucceSBO~S, heirs and asalgns. hereby egree and covenant to part1cipnte in. sign a petition in support oi. and accept any Leeal ImptoY~Ulent District (L. I.D.) or City-initiated proposal. other than L.I.O •• aud J.ay their fair sharp. therefore. for the extension of the water main in ]38th Ave Sf. and in SE 132nd St. when required by the Renton Subdivision Ordinance. or a~ directed by the Director of Public Works. IN WITNESS IlIIEREOF I (We> have hereunto set my/our h;,nd(s) and 8e31 the duy IIDa Y.1ar first above witten. STATE OF IlASllUiGTON) ) S5 COUdTY OF KIN G ) ., __________________________ ~<S!AL} I, M5L-I: 1 A,/ )·I.~ { • a NotarV Public in and for the State of Washington. !"edd1::g at 3ft! I LLL. • do. hereb}' ce.rtHy that on th1s ~ day oJf On::.,. 19k. personally appeared before me ,It· A Ai J. ,I C Ii ~' to me known to be the 1ncl1viJu3I(S) described herein and who eltecuted -che within 1nliUumtlot and acknowlellge.J that ~' s::'~ned and ...... It:d the tiame ali ii'R. free and \/oluntary act an eed f,:)[ USI!:iI and purpOlle8 therein mention~d. WITNESS my band Dna official sed the day and Jear in tilis cert:! ficate first above wrJ.lcen • .;--, - .. - " ..... LD illd' !\'SF 10. m Return To' LOAN # 6962902416 CA7-701-02-36 BREA POST CLOSING BANK OF AMERICA -NPC 275 VALENCIA AVENUE PO BOX 2334 BREA, CA 92822 Assessor's Parcel or Account Number: 152305-9018 ~ II _ l{ W y: r AbbreViated Legal Description·~. ttf .:s c rtf 0-+ T"'< ~ 'f b\ s,,, (5""-:t3 -5" . !Include J01. block and pJat or section. townshIp and range) Pull legal descnptlOn located on page THREE Trustee. PRLAP, INC ---------[Space Abovo ThiS Line Fl»r Recording Datal --------- DEED OF TRUST LOAN # 6952902416 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defIned in SectiOns 3. 1l, 13. 18, 20 and 21. Certain rules regardmg the usage of words used 10 thiS document are also proVided in Section 16 (A) "Security Instrument" means this document. which is dated together with all Riders to this document. (B) "Borrower" is . JEAN W LUCAS OLD AEPUBUC TITLE LTD.. Borrower IS the trustor under thiS Security Instrument (C) "Lender" IS BANK OF AMER I CA. N A OCTOBER 11, 2001 d.3@ 103<6l~ WASHINGTON-Slngle Famdy-FaoOle MaeJF.reddle Mac UNIFORM INSTRUMENT Forro 3048 JlOJ CtL-6( W A) (0012) ) 111 J ~:. ~~~~GAGE pOR:;'~I;r/!:'" 10111101 4 52 PM ""90"16 11~11.lftIM Lender is a NAT J ONAL BAN< J NG ASSOC J AT J ON organized and existing under the Jaws of THE UN J TED STATES OF AMER J CA Lender's address IS 300 ELL I NYlOOD WAY. SU I TE 201, PLEASANT HILL. CA 94523 Lender is the benef1clary under this Secunty Instrument (D) "Trustee" IS PRLAP. INC (E) "Note" means the promissory note Signed by Borrower and dated OCTOBER 11. 2001 The Note states that Borrower owes Lender SIXTY FIVE TI-IOJSAND AND 00/100 Dollars (US $ 65,000 00 ) plus 1nterest. Borrower has promised to pay thIS debt In regular Periodic Payments and to pay the debt 10 full not later than NOVEMBER 01. 2031 (F) "Property" means the property that .8 described below under the heading "Transfer of Rights in the Property" (0) "Loan" meanS the debt evidenced by the Note, plus lOterest. any prepayment charges and late charges due under the Note, and all SUms due under trus Security Ins~rument, plus lOterest (H) "Riders" means all R1ders to thIS Security Jnstrument that are executed by Borrower The following RIders are to be executed by Borrower [check box as applIcableJ. D AdJustable Rate Rlder 8 BaUoon RIder VA Rider o CondomInIUm RIder 0 Second Home Rider o Planned VOlt Development RIder D ]-4 Family RIdeI' D Biweekly Payment Rider D Other{s} [specify) (I) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and admlOistrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions (I) "Community ASSOCiatIOn Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condomInium associatton, homeowners association or similar organizatton (K) "Electronic Funds Transfer" means any transfer of funds, other than a transactIOn ongmated by check, draft, or simrlar paper instrument, which IS Inttlated through an electronic terminal, telephonic InstrUment, computer, or magnetic tape so as to order, Instruct, or authorlze .. a fmancla! institution to debit or credit an account. Such term Includes, but IS not !tmlted to, polnt-ot-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearmghouse transfers (L) "Escrow Items" means those Items that are descnbed 10 Sechon 3. (M) "MlsceItaneous Proceeds" means any compensatIOn, settlement, award of ddmages, or proceeds paid by any-trurd party (other than insurance proceeds paId under the coverages descnbed 10 Section 5} for: (0 damage to, or destructIOn of, the Property, (II) condemnatIOn or other taking of all or any part of the Property, (iii) conveyance In lieu of condemnation, or (IV) misrepresentations of, or omiSSIOns as to, the value andJor condition of the Property (N) "Mortgage Insurance" means insurance protecting Lender agatnst the nonpayment of, or default on, the Loan (O) "PettodlC Payment" means the regularly scheduled amount due for (i) pnncipal and interest under the Note, plus (u) any amounts under Section 3 of this Secunty Instrument (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might be amended from time to time, or any addItional or successor legIslation or regulatIon that governs the same subject matter As used in thiS Security Iostrument, "RESPA" refers to all requirements and .~-6(W A} {OO121 Page 2 of 15 Form 3048 1101 CVWA 10111fOl 4 52 PM 6952902416 restrictions that are imposed in regardCio a "federally related mortgage loan" even If the Loan does not qualify as a "federally related mortgage loan" under RESPA (Q) "Successor In Interest of Borrower" means any party that has taken tItle to the Property, whether or not that party has assumed Borrower's obligatIOns under the Note andior thlS Secunty Instrument TRANSFER OF RIGIITS IN THE PROPERTY Trus Secunty Instrument secures to Lender' (I) the repayment of the Loan, and all renewals, extenslons and modIfications of the Note, and {it} the performance of Borrower's covenants and agreements under this SecUflty Instrument and the Note For thIs purpose, Borrower Irrevocably grants and conveys to Trustee, in trust, wIth power of sale, the followtng described property located In the COUNTY of KING [Type of Rec:orcbng JUflScbctloo] [Namo of Roc:orcbog JUrlsdlotlon] -LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF • Parcel ID Number '52305-9018 which currently has the address of 13823 SOUTHEAST 132ND STREET RENTON ("Property Address") [CIty), Washlngton98059 [S1reetJ [ZIp Code] TOGETHER WITH all the Improvements now or hereafter erected on the property. and all easements, appurtenances, and fIxtures now or hereafter a part of the property All replacements and addJtJons shaH also be covered by this Security Instrument All of the foregotng IS referred to In thIS Security Instrument as the "Property." BORROWER COVENANTS that Borrower IS lawfuJly seIsed of the estate hereby conveyed and has the nght to grant and convey the Property and that the Property IS unencumbered, except for encum brances of record Borrower warrants and WIll defend generally the title to the Property against all cl81ms and demands, subject to any encumbrances of record THIS SECURITY INSTRUMENT combines uniform covenants tor national use and non-uniform covenants with ltmlted vanations by jurisdIctIon to constItute a uruform securIty Instrument covering real property UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows 1. Payment of Pnncipal, Interest, Escrow Items, Prepayment Charges. and Late Char.es. BorroW,," shall pay when due the ptInc.pai of, and interest 1: diJ't ev.d""od by the InitIals ~ ~~IWA) (0012) Page 3 of IS Form 3048 1101 CVWA 10/11/01 4 52 PM 6952902416 - Note and any prepayment charges and late charges due under the Note Borrower shall also pay funds for Escrow Items pursuant to Section 3 Payments due under the Note and this Security Instrument shall be made m US currency However, If any check or other instrument received by Lender as payment under the Note or this Security Instrument IS returned to Lender unpaid, Lender may requJre that any or all subsequent payments due under the Note and thiS Security Instrument be made in one or more of the follOWing forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank check, treasurer's check or cashler's check, prOVided any such check is drawn upon an institution whose deposits are Insured by a federal agency, Instrumentahty, or entity; or (d) Electronic Funds Transfer Payments are deemed received by Lender when received at the location designated 10 the Note or at such other location as may be designated by Lender in accordance With the notJ.ce proviSions in Section 15. Lender may return any payment or partial payment If the payment or partial payments are insuffiCient to brmg the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any nghts hereunder or prejudice to its rights to refuse such payment or partJ.al payments 10 the future, but Lender IS not obligated to apply such payments at the time such payments are accepted. If each Penodtc Payment is apphed as of its scheduled due date, then Lender need not pay Interest on unapplied funds. Lender may hold such unappJted funds untiJ Borrower makes payment to bnng the Loan current If Borrower does Dot do so within a reasonable perIOd of tJ.me, Lender shall either apply such funds or return them to Borrower If not apphed earher, such funds Will be applied to the outstanding prinCIpal balance under the Note immediately pnor to foreclosure No offset or claim which Borrower might have now or tn the future agamst Lender shall relteve Borrower from maktng payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument 2. Apphcahon of Payments or Proceeds. Except 88 otherwise described 10 this Sechon 2, all payments accepted and applied by lAnder shall bo applJed m the followmg order ot priority (8) mterest due under the Note, (b) prlOclpal due under the Note, (c) amounts due under SectIon 3 Such payments shall be applIed to each Penodtc Payment m the order In which It became due Any remalOmg amounts shall be applied first to late charges, second to any other amounts due under thiS Security Instrument, and then to reduce the principal balance of the Note If Lender l'eceivesa payment from Borrower for a dehnquent Perlochc Payment whtch includes a sufficient amount to pay any late· charge due, the payment may be applied to the delinquent payment and the late charge If more than one Periodic Payment IS outstanding, Lender may apply any payment received from Borrower to the repayment of the PeriodiC Payments If, and to the extent that. each payment can be pru.d 10 full To the extent that any excess exists after the payment IS applied to the full payment of one or more PeriodiC Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be appbed first to any prepayment charges and then as described 10 the Note. . Any application of payments, Insurance proceeds, or Miscellaneous Proceeds to pnnclpal due under the Note shall not extend Or postpone the due date, or change the amount, of the Penodlc Payments. 3 Funds for Escrow Items. Borrower shall pay to Lender on the day PeriodiC Payments are due under the Note, until the Note IS paid in full, a sum (the "Funds") to prOVIde for payment of amounts due for. (a) tdXes and assessments and other items which can attain pnonty over thiS Security Instrument as a lien or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, If any, (c) premiums for any and all insurance requtred by Lender under SectIOn 5, and (d) Mortgage Insurance premiums, If any, or any sums payable by Borrower to Lender In lieu of the payment of Mortgage Insurance premiums In accordance with the prOVISIOns of Section 10. These Items are called "Escrow Items II At OrtglOatl~n r at y time durtng the lnltials ~-6(W A) (0012) Page 4 of 15 Form 3048 1101 CVWA 10/11/01 4 52 PM 6952902416 term of the Loan, Lender may requtre that Commumty Associatton Dues. Fees. and Assessments, If any. be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly furrush to Lender all notices of amounts to be paid under trus Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obhgatlOn to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obbgation to pay to Lender Funds for any or all Escrow Items at any bme. Any such waiver may only be 10 writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been W81Ved by Lender and, if Lender requires, shall furnIsh to Lender receipts evidencing such payment wIthin such tIme penod as Lender may reqUite. Borrower's obligation to make such payments and to provide receIpts shall for all purposes be deemed to be a covenant and agreement contained In trus Security Instrument, as the phrase "covenant and agreement" is used in Section 9 If Borrower IS obligated to pay Escrow Items duectly, pursuant to a waiver, and Borrower falls to pay the amount due for an Escrow Item, Lender may exerCise its rights under Section 9 snd pay such amount and Borrower shal1 then be obligated under Section 9 to repay to Lender any such amount Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given In accordance With Section 15 and, upon such revocatIOn, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under thIS SectIOn 3. Lender may, at any time. collect and hold Funds In atl amount {a} suffiCient to permIt Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can reqwre under RESPA Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expendItures of futUre Escrow Items or otherwise in accordance With Applicable Law The Funds shall be held in an institution whose depOSits are insured by a federal agency, instrumentality, or entity (Including Lender, if Lender IS an institution whose deposits are sO insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA Lender shall not charge Borrower for holding and applying the Funds, annually analYZing the escrow account, or vertfylng the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge Unless an agreement IS made in wntlOg or Applicable Law requires interest to be paId on the Funds, Lender shall not be. reqUIred to pay Borrower any Interest or earrungs on the E'unds Borrower and Lender:-CaD agree in wnt.mg, however, that IntereSt shall be paid on the Funds Lender shall give to Borrower, without charge, an annual accounting of the Funds as reqUIred by RESPA. If there is a surplus of Funds held in escrow, as deftned under RESPA, Lender shall account to Borrower for the excess funds in aCcordance WIth RESPA If there IS a shortage of Funds held 10 escrow, as defined under RESP A, Lender shall' notify Borrower as required' by RESP A. and Borrower shall pay to Lender the amount necessary to make up the shortage Ifl accordance With RESPA, but in no more than 12 monthly p$yments. If there IS a deficiency of Funds held In escrow, as defined under RESPA. Lender shall notify Borrower as required by RESPA. and Borrower shall pay to Lender the amount necessary to make up the defICIency In accordance WI th RESPA, but In no more than 12 monthly payments Upon payment in full of all SUms secured by this Secunty Instrument. Lender shall promptly refund to Borrower any Funds held by Lender. 4 Charges; Liens. Borrower shall pay aU taxes, assessments, charges, fIDeS, and ImpOSItiOns attnbutable to the Property which can att81n prJOnty over thiS Secunty Instrument, leasehold payments or ground rents on the Property, if any, and CommunIty AssociatIOn Dues, Fees, and Assessments, If any To the extent that these Items are Escrow Items, Borrower shall pay them 10 the manner prOVided In Section 3 G-6(W A) (0012) e CVWA 10/11/01 4 52 ~ 6952902416 Page 5 of 15 Borrower shall promptly discharge any hen wruch has priority over thts Security Instrument unless Borrower. (a) agrees 10 writing to the payment of the obligatlOn secured by the lien an a manner acceptable to Lender, but only so long as Borrower IS performmg such agreement, (b) contests the lien 10 good f3.1th by, or defends against enforcement of the lien in, legal proceed1Ogs which an Lender's opmion operate to prevent the enforcement of the hen while those proceedings are pending, but only until such proceedings are concluded, or (c) secures from the holder of the hen an agreement satisfactory to Lender subordinating the hen to this Secunty Instrument If Lender determlOes that any part of the Property is subjCCt to a lien which can attain pTlonty over this Security Instrument, Lender may give Borrower a notice identifymg the lien WIthin 10 days of the date on which that notice is given, Borrower shall satisfy the hen or take one or more of the actions set forth above in this Section 4 Lender may require Borrower to pay a one'"t1me charge for a real estate tax venftcatlon andlor reportmg service used by Lender In connection wlth this Loan. S. Property Insurance. Borrower shall keep the Improvements now extstlng or hereafter erected on the Property insured against loss by fire, hazards included wlthm the term "extended cover8ge,~ and any other hazards mcludmg, but not hmlted to, earthquakes and floods, for whl(~h Lender requires insurance. TIus insurance shall be malOtAaned In the amounts (ancluding deductIble levels) and for the penods that Lender requires What Lender reqUires pursuant to the precedmg sentences can change dunng the term of the Loan The insurance carner providing the Insurance shall be chosen by Borrower subJeCt to Lender's nght to disapprove Borrower's cholco, whtch right shall not be exercised unreasonably Lender may requite Borrower to pay, lD connectlon With thts Loan, etther: (a) a one"tune charge for flood zone determanatton, cert1ficatIon and tracking servIces; or (b) a one-time charge for fiood zone determination and cert1flcation serv1ces and subsequent charges each time remappings or similar changes occur whtch reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency 10 connectIOn wrth the revIew of any flood zone determination resulting from an objectIOn by Borrower If Borrower fails to maintain any of the coverages described above, Lender may obtaIn insurance coverage, at Lender's option and Borrower's expense Lender IS under no obhgatlon to purchase any particular type or amount of coverage .Therefore, such coverage shall cover Lender, but mIght or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, agalOSt any risk, hazard or liabiJity and might prOVide greater or lesser coverage than was previously in effect Borrower acknowledges that the cost of the insurance coverage so obtamed might significantly exceed the cost of Insurance that Borrower could have obtalned Any amounts disbursed by Lender under thiS SectIOn 5 shall become additIOnal debt of Borrower secured by this Secunty Instrument These amounts shall bear mterest at the Note rate from the date of disbursement and shall be payable, with such mterest, upon notice from Lender" to Borrower requesting payment. All Insurance poliCies required by Lender and renewals of such pohcies shall be subJect to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender 88 mortgagee and/or as an additIonal loss payee Lender shall have the nght to hold the polIcies and renewal certitlcates If Lender reqUIres, Borrower shall promptly gave to Lender all receIpts of paid premiums and renewal notices. If Borrower obtains any form of tnsurance coverage, not otherwise required by Lender, tor damage to, or destruction of, the Property, such pohcy shaH IOclude a standard mortgage clause and shall name Lender 88 mortgagee andlor as an addltJonalloss payee. In the event of loss, Borrower shall give prompt notice to the insurance carner and Lender Lender may make proof of loss if not made promptly by Borrower. U ess Lender and Borrower otherWise agree 10 writing, any msurance proceeds, whether or not th under . ng insurance was Inrua ~-6(W Al (0012) Page 6 of 15 Form 3048 1101 CVWA 10/11/01 4 S2 PM 6952902416 required by Lender, shaH be applied to restoratIon or repaIr of the Property, if the restoratIon or repaIr is economically feasible and Lender's securIty IS not lessened. During such repair and restoratIOn penod, Lender shall have the nght to hold such Insurance proceeds untd Lender has had an opportunity to Inspect such Property to ensure the work has been completed to Lender's satisfaction, provIded that such inspection shall be undertaken promptly Lender may dIsburse proceeds for the repairs and restorabon in a single payment or In a senes of progress payments as the work is completed Unless an agreement IS made In WrIting or Apphcable Law requires Interest to be paId on such insurance proceeds, Lender shall not be reqUIred to pay Borrower any interest or earnings on such proceeds Fees for public adjusters, or other third parties, retamed b} Borrower shall not be pald out of the lOsurance proceeds and shall be the sole obligatIon of Borrower. If the restoratIOn Or repaIr IS not economICally feaSible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by thiS Secur! ty [nstrument, whether or not then due, WIth the excess, If any, paId to Borrower Such Insurance proceeds shall be apphed In the order provided for in Section 2 If Borrower abandons the Property, Lender may ftle, negotlate and settle any avaJ1able insurance claim and related matters. If Borrower does not respond wltlun 30 days to a notice from Lender that the Insurance carner has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-&y pettod will begin when the notIce 15 given In eIther event, or If Lender acquires the Property under Section 22 or otherw1se, Borrower hereby 8BSlgns to Lender (a) Borrower's rIghts to any Insurance proceeds In an amount not to exceed the amounts unpaId under the Note or thIS Security Instrument, and (b) any other of Borrower's nghts (other than the right to any refund of unearned premIums p8Jd by Borrower) under all Insurance pohCIes coverlOg the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the Insurance proceeds either to repair or restore the Property or to pay amounts unpaId under the Note or this Security Instrument, whether or not then due 6. Occupancy Borrower shall occupy, establtsh, and use the Property as Borrower's pnnclpal resIdence WIthin 60 days alter the execution of this Secunty Instrument and shall conllOue to occupy the Property as Borrower's principal resIdence for at least one year after the date of occupancy, unless Lender otherw1se agrees 10 wrIting, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist whIch are beyond Borrower's control 7. Preservation, Maintenance and ProtectIOn of the Property, InspectIOns Borrower shall not destroy. damage or impaIr the Property, allow the Property to detenorate or commit waste on the Property. Whether or not Borrower is residlOg In the Property, Borrower shall maintain the Property in order to prevent the Property from deterIOratIng or decreaSing In value due to Its condition Unless it is determined pursuant to Section 5 that repair or restoratlQn IS not economically feasible, Borrower shall promptly repaIr the Property if damaged to aVOId further detenoration or damage If Insurance or condemnation proceeds are paid In connectIOn with damage to, or the taking of, the Property. Borrower shall be responslble for repairtng or restoring the Property only if Lender has released proceeds for such purposes Lender may dIsburse proceeds for the repairs and restoration 10 a SIngle payment or 10 a series of progress payments as the work IS completed. If the insurance or condemnation proceeds are not sufficient to repaIr or restore the Property, Borrower is not relieved of Borrower's obligation for the completIOn of such repair or restoratIOn Lender or Its agent may make reasonable entnes upon and inspectIons of the Property If it has reasonable cause, Lender may Inspect the intenor of the Improvements on the Property Lender shall give Borrower notice at the time of or prtor to such an interior inspectIOn specifying such reasonable cause G-6(WA) (0012) ., CVWA 10/11/01 4 52 PM 6952902416 Page 7 of IS Form 3048 J/OI 8. Borrower's Loan Application Borrower shaH be in default If, dunng the Loan apphcatlon process, Borrower or any persons or entltiea actwg at the direction of Borrower or wIth Borrower's knowledge or consent gave matenally false, mIsleadIng, Or Inaccurate information or statements to Lender (or tailed to provIde Lender With material mformatlOo) In connection wIth the Loan Material representatIOns IOclude, but are not limited to, representations concernmg Borrower's occupancy of the Property as Borrower's prinCIpal residence 9. Protection of Lender's Interest In the Property and RIghts Under thIS Secunty Instrument. If (a) Borrower falls to perform the covenants and agreements contained In thIS Security Instrument, (b) there is a legal proceedtng that might Slgmflcantly arfect Lender's lOterest 10 the Property andlor nghts under thiS Security Instrument (such as a proceeding m bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain pnonty over th1s Secur1ty Instrument or to enforce laws or regulations), or (c) BOt'1'Ower has abandoned the Property, then Lender may do and pay for whatever IS reasonable or appropriate to protect Lender's IOterest In the Property and rights under this Secunty Instrument, lOeludlng protectIng andlor assessmg the value of the Property, and secunng andlor repairing the Property Lender's actIOns can InclUde, but are not limIted to: (a) paymg any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court, and (c) paying reasonable attorneys' fees to protect its Interest in the Property andlor rights under trus Security Instrument, mcluding its secured position in a bankruptcy proceeding. Securing the Property tncludes, but IS not hmlted to, entering the Property to make repairs, change locks, replace or board up doors and Windows, dram water from pipes, ehminate buildmg or other code VIOlatIOns or dangerous conditIOns, and have utilities turned on or off. Although Lender rna} take actIon under thiS Section 9, Lender does not have to do so and is not under any duty or obligatIon to do so It is agreed that Lender Incurs no hablhty for not taking any or all actions authorized under thiS SectIOn 9 Any amounts disbursed by Lender under this SectIOn 9 shall become addltlondl debt of Borrower secured by thiS Security Instrument These amounts shall bear mterest at the Note rate from the date of disbursement and shall be payable, With such Interest, upon notIce from Lender to Borrower requesting payment If thiS Security Instrument IS on a leasehold, Borrower shall comply with all the prOVISIOns of the lease If Borrower acqutres fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing 10 Mortgage Insurance. If Lender required Mortgage Insurance as a conditIon· of malang the Loan. Borrower shall pay the premIums reqUIred to maintain the Mortgage Insurance 10 effect If, for any reason, the Mortgage Insurance coverage requIred by Lender ceases to be avatlabJe from the mortgage insurer that previously prOVided such insurance and Borrower was reqUIred to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premIUms requIred to obtain coverage substantially eqUivalent to the Mortgage Insurance preVIOusly in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage Insurer selected by Lender If substantIally equivalent Mortgage Insurance coverage is not available, Borrower shall contlflue to pay to Lender the amount of the separately desIgnated payments that were due when the Insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve 10 lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstand108 the fact that the Loan IS ulbmately paid in full. and Lender shall not be reqUired to pay Borrower any Interest or earnings on such loss reserve Lender can no longer require loss reserve payments If Mortgage Insurance coverage (in the amount and for the penod that Lender reqUIres) prOVIded by an insurer selected by Lender agam becomes available, IS obtained, and Lender reqUires separately designated payments toward the premiums for Mortgage Insurance If Lender reqUired Mortgage Insurance as a condltlOnpa ng the Loan and InitIals ~-6(W A) (0012) Page 8 of 15 Porm 3048 1101 CVWA 10/11/01 4 52 PM 6952902416 - Borrower was required to make separately desIgnated payments toward the premIums for Mortgage Insurance, Borrower shall pay the premIums requIred to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any wntten agreement between Borrower and Lender provIding for such termination or until termination IS required by Applicable Law Nothmg In thiS Section IO affects Borrower's obltgation to pal' interest at the rate proVided m the Note Mortgage Insurance reimburses Lender (or any entIty thatlurchases the Note) for certam losses it may incur if Borrower does not repay the Loan as agree . Borrower IS not a party to the MQI1S~SO lij~\lfQny9, . Mortgage Ulsurers evaluate their total risk on all such Insurance in force from time to ttme, and may enter into agreements WIth other parbes that share or modIfy their nslc. or reduce losses. These agreements are on terms and condltions that are. satIsfactory to the mortgage insurer aod the other party (or parties) to these agreements These agreements may require the mortgage lnsurer to make payments using any source of funds that the mort~age insurer may have aVlUlable (which may include funds obtamed from Mortgage Insurance premIUms) As a result of these agreements, Lender, any purchaser of the Note, another Insurer, any reInsUrer, any other entity, or any arfiitate of any of the foregoing, may receIve {dlrectly or indirectly} amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modIfYing the mortgage msurer's nsk, or reducing losses. If such agreement provides that an afflhate of Lender takes a share of the insurer's nsk in exchange for a share of the premiums paid to the insurer, the arrangement tS often termed "captive reinsurance" Further. (a) Any such agreements Will not arfect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not IDcrease the amount Dorrower WItt owe lor Mortgage Insurance, and tLey wat noi enhde Borrower to any refund (b) Any such agreements will not affect .the rights Borrower has -If any -With respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law These rights may include the nght to receive certain disclosures, to request and obtalD cancellation of the Mortgage Insurance, to have the Mortgage Insurance term mated automatically, andlor to receive a refund of any Mortgage Insurance premIums that were unearned at the time of such cancellation or termmatlon. 11. Assignment of Miscellaneous Proceeds, Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be p8ld to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be apphed to restoratIOn or replUr of the Property, if the restoration or repair IS economically feaStble and Lender's security 18 not lessened. During such ~jr andrestorataon period, Lender shall have the right to hold such MiScellaneous Proceeds untIl Lender has had an opportunity to lOSpect such Property to ensure the work has been completed to Lender's sattsfaction, provided that such Inspect10n shall be undertaken promptly. Lender may pay for the repairs and restoration an a single dIsbursement or In a series of progress payments as the work 1S completed Unless an agreement is made tn wnting or Applicable Law ~uires interest to be paid on such Miscellaneous Proceeds, Lender shall not be reqUired to pay BOrrower any interest or eammgs on such Miscellaneous Proceeds If the restoratIOn or repair is not economically feasible or Lender's secunty would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Secunty Instrument, whether or not then due, With the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied 10 the order prOVided for in Sect.JOn 2. In the event of a total taktng, destruction. or loss 10 value of the Property, the Miscellaneous Proceeds shall be app'lied to the sums secured by thiS SecurIty Instrument, whether or not then due, with the excess, If any, raid to Borrower. In the event of a partia takmg, destructton, or loss 10 value of the Property 10 whIch the faIr market value of the Property ImmedIately before the partIal taking, destruction, or loss In value IS equal to or greater than the amount of the sums secured by thiS Secunty Instrument immediately before the partial taking, destructIOn, or loss In value, unless Borrower and Lender otherWIse agree 10 wnting, the sums secured by th1s Security Instrument shall be reduced by the amount of the MIscellaneous Proceeds multiplied by the following fraction {a} the total amount of the sums secured Immediately before the partial taking, destruction, or loss in v Jue dl ded by (b) the fair Cct-6(W A) (0012) Page 9 of 15 Form 3048 1101 CVWA 10/11/01 4 S2 PM 6952902416 market value of the Property Immediately before the partial taking, destruction, 'or loss in value Any balance shall be paid to Borrower. In the event ot a partial taking, destruction, or loss an value of the Property in Wblvh t"A PA' market value of the Property immed1ately before the partial takine AP.'<:f"UII".. .lit! lalr less than the amount of the sums secured lmmAti'\fI+ii1y 1., 01 "WI.l."l\()n. or loss tn ~alue IS Joss in value unless Borrowf':r ~nd I _ .. 1 ~ I1Ifl De. ore ~~ partial talong, destruction, or shalt be I' DA t h '1 ¥ ~ Lenaet otherwuiIe agree 10 wnting, the M1scellaneous Proceeds 1 ~PP11\lU 0 t e sums secured by thiS Security Instrument wbether or not the sums are then OUe. H the Pro~ty is abandoned by Borrower, or it, after notIce by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a clatm for damages, Borrower fails to respond to Lender Wtthtn 30 days after the date the notJce 18 gtven, Lender IS 8uthonzed to collect and apply the Miscellaneous Proceeds either to restoratIOn or repair of 1he Property or to the sums secured by this Security Instrument, whether or not tben due "OpPOSing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party ag3.Ulst whom Borrower has a right of actJon in regard to Miscellaneous Proceeds Borrower shall be in default if any action or proceeding, whether ciVIl or crlmmal, IS begun that. In Lender's judgment, could result in forfeiture of the Property or other malertal impairment of Lender's Interest in the Property or nghts under thIS SecUrtty Instrument Borrower can cure such a default and, if acceleration has occurred, reinstate as erovlded In Section 19, by causulg the action or proceeding to be dismIssed With a ruling that, In Lender's Judgment, precludes forfeiture of the Property or other matonal impatrment of Lender's interest In the Property or rights under thiS Secur1ty Instrument The proceeds of any award or claIm tor damages that are attributable to the impairment of Lender's mterest in the Property ate hereby assigned and shall be paid to Lender . All MiSCellaneous Proceeds that are not applied to restorattOn or repa1r of the Property shall be appbed 10 the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the tIme for payment or modification of amortization of the sums secured by tlus Secunty Instrument granted by Lender to Borrower or any Successor In Interest of Borrower shall not operate to release the Habthly of Borrower or any Successors in Interest of Borrower Lender shall not be reqUlred to commence proceedings against any Successor 10 Interest of Borrower or to refuse to extend time for payment or otherwise modify amortlzation of the sums secured by thIS Security Instrument by reason of any demand made by the otlgtnal Borrower or any Successors in Interest or Borrower. Any forbearance by Lender in exercising any tight or remedy mcfudin$, without hmitation, Lender's acceptance of payments from third persons, entities or Successors m Interest ot Borrower or in amounts less than the amount then due, shall not· bea waiver ot or preclude the exercise of any right or remedy, . 13. lomt and Several1:1abiHty; Co-sipers; Successors and Assigns Bound Borrower covenants and agrees that Borrower's obltgations and liablhty shall be joint and several However, any Borrower who co-signs thls Security Instrument but does not execute the Note (a "co-8t~er") . (a) lS co-slgnin~ this security Instrument only to mortgage, grant Ilnd convey the co""Slgner's interest in the Property under the terms of this Secul'lty Instrument; (b} IS .not personally obligated to pay the 8ums secured by th18 Security Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modify. forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the cO-Slgner's consent. Subject to the proVisions of Section 13, any Successor in Interest of Borrower who assumes Borrower's obltgatlons under thiS Security Instrument an wrtting, and IS approved by Lender, shall obtain aU of Borrower's rtghts and beneftts under thiS Securtty Instrument Borrower shall not be released from Borrower's obligatlons and liability under this Security Instrument unless Lender a~rees to such rel~ in wt'ltmg The covenants and agreements of thIS Security Instrument shall bind (except as proVided in Section 2O) and benefit the successors and assigns of Lender 14. Loan Chartes. Lender may charge Borrower fees for services performed in connection with &rrower's default, for the purpose of protectIng Lender's Interest in the Property and nghts under thiS Security InstrumeJlt, including, but not lImited to, attorneys' fees, t'rQ~ty mspectlon and valuation fees In regard to any other fees. the absence of expreas authof'1ty m this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibItion on the charging or such fee. Lender may not charge fees that are expressly rohib'ted by trus Secunty Instrument or by Apphcable Law. ~-6(WA) (0012) Page 10 or 15 Form 3043 1101 CVWA 10/11/0) 4:S~ PM 6952902416 19. Borrower's Right to Reinstate After AcceleratIOn. If Borrower meets certain conditiOns, Borrower shall have the ri~ht to have enforcement of this SecUrtty Instrument discontinued at any time prior to the earhest of (a) f1ve days before sale of the Property pursuant to any power of sale contained 10 thiS Security Instrument, (b) such other pertod as Apphcable Law m1ght specify for the termmauon of Borrower's rtght to remstate, or (c) entry of a Judgment enlorcmg thiS Secur1ty Instrument Those conditions are that Borrower (a) fays Lender all sums which then would be due under this SecUrIty Instrument and the Note as i no acceleration had occurred; (b) cures any default of any other covenants or agreements; {c} pays all expenses Incurred in enforcing this Security Instrument, Includ1Og, but not limited to, reasonable attorneys' fees, property 1nspectIon and valuatIOn fees, and other fees incurred for the purpose of protecting Lender's IOterest m the Property and rights under thiS Security Instrument, and (d) takes such action as Lender may reasonably requIre to assure that Lender's Interest in the Property and nghts under this Secunty Instrument, and Borrower's obligation to pay the sums secured by tlus Secunty Instrument, shall continue unchanged Lender may require that Borrower pay such remstatement sums and ex~ in one or more at the followlOg forms, as selected by Lender· (a) cash, (b) money order; (c) certified check, bank check, treasurer's check or cashter's check, prOVIded any such check is drawn upon an instttutlon whose deposits are Insured by a federal agency, Instrumentahty or entity; or (d) Electronic Funds Transfer. Upon remstatement by Borrower, trus Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred However, this right to remstate shall not apply 10 the case of acceleratIon under Section 18 20 Sale of Note; Change of Loan Servlcer; Notice of Grievance The Note or a partIal mterest In the Note (together with this Secunty Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this SecurIty Instrument and performs other mortgage loan servicing obligat.ons under the Note, thIS Secun ty Instrument, and AfPl1cable Law There also might be one or more changes of the Loan Servlcer unrelated to a sale 0 the Note. If there IS a change of the Loan Servicer, Borrower will be given written notice of the change whtch will state the name and address of the new Loan Servicer, the address to whtch payments should be made and any other mtormation RE)P A requites In connection WI th a notice of transfer of serviclOg. If the Note IS sold and thereafter the Loan IS serViced by a Loan SerVlcer other than the purchaser of the Note, the mortgage loan servIcing obhgatlons to Borrower wtll remaID with the Loan Servicer or be transferred to a successor Loan SerVlcer and are not assumed by the Note purchaser unless otherwise prOVIded by the Note purchaser Netther Borrower nor Lender may commence, Join. or be J01ned to any Juchclal action (as either an indiVIdual htigant or the member of a class) thatanses from the other party's aettons pursuant to thiS Security Instrument or that alleges that the other party has breached any prOVISion of, or any duty owed by reason of, this SecurIty Instrument, until such Borrower or Lender has notified the other party (With such notice given 10 comphance with the requIrements . of Section IS) of such alleged breach and afforded the other party hereto a reasonable period after the gIVIng of such notice to take corrective action If Apphcable Law provides a time penod which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of thts para$1"aph. The nobce of acceleratton and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleratIOn given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opporturuty to take correctJve actJonroVlslons of this Section 20 2 . Hazardous SubstaDces. As used 10 this Section 21· (a) "Hazardous Substances" are those substances derIDed as toXIC or hazardous substances, pollutants, or wastes by EnvJronmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, tOXIC pesticides and herbicides, volatile solvents, matenals containini asbestos or formaldehyde, and radioactIve materials, (b) "EnVIronmental Law" means federal. aws and laws of the JUrisdiction where the Property IS located that relate to health, safety or environmental protection, (e) "Environmental Cleanup· includes any response action, remedIal action, or removal actIon, as defined in Environmental Law, and (d) an "Environmental Condition" means 8 condition that can cause, contnbute to, or otherwise trigger an EnVironmental Cleanup Borrower shall not cause or perm,t the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substanc s, on In the Property ~..o(\vA) 10012) Pagel2of15 Form 3048 1101 CVWA 10/11/01 4 S2 PM 6952902416 en a.n en u: LrJ c:::: ..0 c:::t :::::> Q => c::;, ::> ~ !:) Q -., ;) --Q c:::> ~ Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that IS tn vIolation of any EnVIronmental Law, (b) whIch creates an EnVIronmental ConditIon, or (c) whIch. due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property The preceding two sentences shall not apply to the presence, use, Or storage on the Property of small quantttles of Hazardous Substances that are generally recogntzed to be appropriate to normal resIdential uses and to mamtenance of the Property (includmg, but not lImlted to, hazardous substances In consumer products) Borrower shall promptly give Lender y,rdtten notice of (a) any investigatIOn. claIm, demand. lawsuit or other action by any governmental or regulatory agency or private party Involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge. (b) any EnVIronmental CondItion. includmg but not hmlted to, any spilhng. leakmg, discharge. release or threat of release of any Hazardous Substance. and (c) any concittlon caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property If Borrower learns, or is notifled by any governmental or regulatory authority, or any private party, that any removal or other remecbation of any Hazardooo Substance affecttng the Property IS necessary, Borrower shall promptJy take all necessary remedial actIOns m accordance WIth EnVironmental Law NothlOg herem shall create any obhgatlOn on Lender for an EnVIronmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows . 22 Acceleration: Remedies. Lender shall give potlce to Borrower prior to acceleration following Borrower's breach of any covenant or agreement 10 thIS Security Instrument (but not prior to acceleration under Section 18 unless Appltcable Law provides otherWIse). The notIce shaH specIfy: (a) the default, (b) the action reqUITed to cure the default, (c) a date,' not less than 30 days from the date the notice IS given to Borrower, by which the default must be cured. and (d) that failure to cure the default on or before tbe date speolfled in the notice may result In acceleration of the sums secured by thIS Security Instrument and sale of tbe Property at .,ubhc auctton at a date not less than 120 days in ,the future. The notIce $hall further inform Borrower of the nght to reanstate after acceleration, the right to brlDg a court actIon to assert the non-exlstence of a default or any other derense of Borrower to acceleration and sale, and any other matters required to be included In the nobce by Applicable Law. If tbe default IS not cured on or before tbe date specifIed in the notu:e, Lender at its option, may require Immediate payment in full of all sums secured by this SecurIty Instrument without further demand and may lDvoke the power of sale and/or any other remedies permitted by Apphcabte Law Lender shall be entltled to collect atl expenses incurred in pursutng the r~medles prOVIded m thIS SectIon 22, includlDg, but not limited to, reasonable, , attornels' fees and costs of title eVIdence. It ender invokes tbe power of sale. Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such actton regarding notice of sale aDd shaJJ gIve such notices to Borrower and to other persons as Applicable Law may requU'e. After the time required by Apphcable Law and after J)lJbbcabon of tbe nohce of sale, Trustee, without demand on Borrower, shall sell the Property at public auchon to the hIghest bldder at the time and place and under the terms desil~8ted 1D the notice of sale 1D one Or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or perlOds permitted by Applicable Law by publtc announcement at the hme and place fixed in the notice of sale. Lender or ItS deSignee may purchase the Property at any sale. Trustee shall dehver to the purchaser Trustee's deed conveymg the Property WIthout any covenant or warranty. expressed or implied. The reCItals in the Trustee's deed shall be prlma facie eVIdence of the truth of the statements made therem Trustee shall apply the proceeds of the sale 18 the following order (a) to all expenses of the sale, Inc1udlDg, but not hmlted to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by thiS Security Instrument, and (c) any excess to the person or persons legally entttled to Jt or to the clerk of the supenor court of the count 10 whi h the sale took place. C·6(W A) (0012) ('I Page 13 of 15 Form 3048 1101 CVWA 10/11/01 4 52 PM 695290Z416 · '. ct'I U"") c..o C) C) C) c:l ('W') .: c;:) - C> ..-C. c::J ~ c:::> C'J C' c;:: C"J 23. Reconveyance. Upon payment of all ,sums secured by thts SecurIty Instrument, Lender shall request Trustee to reconvey the Property and shall surrender tms Secunty Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to 1t. Such person or persons shall pay any recordation costs and the Trustee's lee for preparing the reconveyance 24. Substitute Trustee. In accordance with Applicable Law, Lender may from tune to tIme aPPOint a successor trustee to lI1ly Trustee appofflted hereunder who has ceased to act Without conveyance of the Property, the successor trmtee shall succeed to all the title, power and duties conferred upon Trustee herein and by Applicable Law 25. Use of Pro,p!;rty. The Property is not used pnncipally for agrIcultural purposes 26 Attorneys Fees. Lender Shall be entltled to recover Its reasonable attorneys' fees and costs In any action or proceedIng to construe or enforce any term of thIS SecUrity Instrument The term "attorneys' fees," whenever used in this Security Instrument, shall mclude without hmltatlon attorneys' fees 1ncurred by Lender in any bankruptcy proceed1ng Of on appeal ORAL AGRBEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR PROM ENFORCING REP A YMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained In thiS Secunty Instrument and tn any RIder executed by Borrower and recorded WIth It WJtnesses . ___________ (Seal) -Borrower (Seal) ------------------------Borrower (Seal) ---------------------------Borrower _____________ (Seal) -Borrower ___________ (Seal) -Borrower ____________ (Seal) -Borrower ___________ (SeaJ) -Borrower ~-6(WA) (0012) Page 14 of IS Porm 3048 1101 CVWA 10/11/01 4 52 PM 695Z902416 · . STATE OF WASHINGTON County or ~ On tlus d~y pers06Llly appeared before me ~~ {)J LueB.5 Jss. , to me known to be the mdivldua1{s} described In and who execut~he wIthIn and foregomg Instrument, and acknowledged that h~ey signed the same as ht~/thelr free and voluntary act and deed, for the uses and purposes therem mentioned GIVEN under my hand and officIal seal this f)C5 day of L)q 2..001 ",,.m.,n1flF. ,,\~~\fS/· /~··;;O~·····.,~ :" ~" .. " t'tf •• -" ~ \' ••• ·'\JTAe...~ \ . .: : ... t. ~tr ~. ., :,4.0 ......... ::: :: ~ (j\ ~.., ~VD\"\C, f ~ F -; .... '. fJ -ft,' ,0.:: ... r ..... ~~_() .'t,)'" ' . .:~ . ,~ .-t, .... b.':>', ••••• ......... No Pu Ie 1Jl a~~t2tl'1,~ct~f~~: res1d1ng at My Appointment Expires on () 'G, -c, -2..60 7 ~-6(WA) (0012) Page 15 of 15 Initials __ _ Form 3048 1I0( CVWA 10/11/01 452 PM 6952902416 403816 EXHIBlT"A" The North half of the Northeast quarter of the Southeast quarter of the Northwest quarter of Sectloo 15. Township 23 North. Range 5 East, W M • In King County, Washington, EXCEPT the North 20 feet. AND EXCEPT the West 20 feet, SITUATE In the County of King. State of Washington ABBREVIATED LEGAL Portion of the Southeast quarter of the Northwest quarter of Secbon 15, Township 23 North, Range 5 East. W M Tax Account No 152305-9018-02 END OF EXHIBIT "A" Page 2 - CI -CI 1111111111111111 20020408002375 Reques1ed by Tebb .. n-(719) 536-3915 Of Wells F a/!IO Home EQUIty WHEN RECORDED MAIL TO FIdelity Nabonal -LPS POBOX 19523, 1I'VJn8, CA 92623-9523 NMMT A' .... ~\llr" Parlel or ALlount Number 152305 9018 FIDELITY DT 1S II PAGI "' OfF In M/N/Z1t2 I. 42 ICING COUNTY. LlA 4!J069 Abbn.vlJlld Lq:al Dl'M.l1pUOn SBC 15. TOWNSHIP 23. RANGB 5 Full kg. I dl ..... nptlon 10lated on page Exhib1t A -------------I~JlJ'"~ "huY" Ihl\ L In... I III Ru.I)CI.II1l~ Vdldl --__________ _ 4517155859 DEED OF TRUST THIS DEED OF TRUST I~ n\.~de Ih" 12 among the Grdn/or, Jean W Lucas (herem "Borrowt:r">. wells Pargo Financl.al Natl.onal Bank ddy 01 February ,2002 (hewn "Trustee"), and the Benejll..lary, Wells Pargo Bank West. N.A eXlstmg under tht: laws of Unl.ted States of Amerl.ca 4455 ArrowsWest Drive; ·P.O 49069 Colorado Springs, CO , a corporation orgaml~d and • Whose address IS 8094 9 (herem .. Lt:nder") BORROWER. to LOn~ldcrallon oj the Indeblednts~ herem reclled iUHI the I rust herem Lredted. IrrevoL3bly grhnts and lonvey~ 10 Trustee. III trust. With power of sale. the follOWing deslrrbed property louted In the County oj Xing , Slate oj Washington See attached Exhibit A. Line Rider wh'lh has the address 0113823 SB 132nd St ,Renton 15".<11 Icay J Washrngton 98059 .,(~ereln "Pr,QJlt!l't¥ A,d~~t!Il,~.~J, "',,\._ . IZIPa""', ~" ~, TOGETHER \\lIh .111 the Implo~cl11CItI\ nllw III hlrcalll'l CICl.tl'li on the propcrt)' •• llId dll Cd~el1leIlfS, rlg\lI~, appurILIl.IllLl,dOlI rlnh (\Uh'~'Lt hll"evcr In Ihe IIght~ .lIlU .rUlhOllllc\· glvcn hCleln to Ll'llder 10 LOllell anu "pply ~ulh rent~). "II 01 wlllLh ,hall ht: dl'Cmcd 10 he: and remain a parI 0/ Ihe properly LOvered hy thIS Deed ot Trust. and all oj 1/)1.' foregoing. logethel wl1b said 'property (or the leasehold estate .1 thiS Deed 01 TTU51 IS oil a leasehold) are h'~retnall'l:r .r~j,erred 10 as the ·Property." WASHINGTON· SECOND MORTGAGE· 1180 FN7v.AIFHLMC UNIFORM INSTRUMENT {' ·761WAI 198 I 21 Form 3848 11111111n1111 '~~IIIIIII~ ~I Page 1 of 5 Initials __ _ elECTRONIC LASER FORMS, INC (80013270545 TO SECURE 10 Lcnder Ihl r<'Paymenl 01 IbL' II)dl)bICdne~~ cVldcll\.ed b) Bonower's nOlI' dated 2/12/J002 and c~ten'lon~ ,and rCllewab thcn:ol (hewn "Note"), In the pnm"lp .. 1 'urn "J IJ ') MO, 000 00 • Wllh Illlcr<!M Ihereon, provldmg lor monlhly Installments 01 pnnuPdl .mlf Intcrl"I, \\ IIh Ihe tl.ll.mee QI Ihc InddJIL'dnC\'. II not ~ooneJ pallf. due and payable on 2/20/2012 • thL pdynlLnllll .111 OIhLr bUm:.. Wllh mlen.~lthcILOn, advdllLcd In dLwrdA",.e hut Willi 10 prOleLt Ihe It Lunl) 01 Ihl\ Dced nl TnN. And lhe perlorm.IOLe 01 Ihe LOvendnl~ and "lIrt'Cmenlb 01 il<m Ower hen:m Lllnt.llned Borrower WI I'nallt' that BorrolVer 1\ I.llvlully ~clM.'d 01 Ihe e~talc hereby tOnveYl'd and has the nghl 10 grdnt .1IId umvcy the Prnpcrly, And th.1l thc Property" uncnlumbcretl, eXtcpl lor enLUlllbr.lOLcb 01 reLord Borrower LOVelldnll Ihat il<HrowU warralll\ .md Will tldLud generally the lule 10 the Plopcrty all311ls1 0111 ddlDl\ amI UemoUl(lb, lu!l,eLl 10 eIlLumbr .. n~c~ 01 ICLortl UNIFORM COVENANl S BOI ruwel anlf LendLI (,Uvendnt And agrlL ,1\ lullows I P.nlTK'nt of Prmupul und Intt're<;l Borrllwel ~hall prnmllily P,IY when due Ihe prInCipal and II\ICrC~1 'ndebtcdnl"~ cv,dentl'd hy Ihe NOle and IJIC LhdlgL~ a~ provIded 10 Ihe NIlie 2 Fund, for Tuxc\ und In\UrOnLe Suhletl 10 apphcdble law 01 A wnllell waIver by Lender, Borrower -lid" p.lY 10 Lcmler on the If,IY monthly paYl1lent~ 01 prul(",poIl dnd IIltClc't dr~ pAy~ble undcr the NlJte, unlll Ihe Note 1\ p.lld 11\ lUll, .1 bUill (herelO "Funll,") equ.II 10 onc-Iwcllih 01 Ihl: }early laxes dnd as~essmenlS (1llLluUlIlg COlH~lIlll",UIll ,lIld pldllncd uml developmcnt .I~\l ... \,ncnb. It any) whlLlI may atlalO prJOrlIY ov~r thl~ Deed ot T,UII, dllli ~rlIund Icnlb on the ProperlY, ,I .Illy, plu~ one-ll~cllth lJl yearly prenuum 1R~ldlimellls 10' hUJrd 1111U'.lnLl·, plu~ (lI1c-lwelith 01 ),cdrly pn:IlIlUm ,n~loIlImentb 101 mungdge IIlbUrolnLe, If 4ny. 411 dS rla'>Onahly e\lImaled 1IIIII,IIIy .mtl trom llIll\. til Illne by Lemlu on Ihe holM' 01 41bLl>l>mllll~ and billb .. nd rc.lwnable 1:~llJllatcI Ihl:fLOI 801 roWlr ~h.11I nol be o!lhg.l1L1lto mdkc sudl polymcnt~ 01 Funds 10 Lender to rhe eXlCnt thdl &rrmAoer n",ke~ ,uth r.lymelll~ 10 Ihe holder 01 a pnor mortgage or dccd 01 lrusl It sULh holder J~ an 1O\IIIUIII>I131 Lelllk, " Borrower PdYI Funds to Lender. the Fund) bh .. 11 be held In an IIlblltullon the deflO~lls or 3~LOunll. 01 wh,ch arc ,mun'd or guaranll'l.'d by a Icderal or Mate .Igem.y (mdudlllil Lender tt Lender IS SULh an trutllllilon) Llndtl ~h.11l ,Ipply Ihe Fumh III p.IY ',lid 1.I\e\, JI'II:I'IllCJlI~. m,ur.1nce premIUm, .lnd ground rellIl Lender lI1<1y not LhArgc tor \0 holdlll,l; And apply,ng thl! FundI, ~lldlYLlIlg .. ,lid dLcnUlI1 or ven/YIII'; and ('omplhng b.nd a'IC~~mt!ntl ami blll~, unk..,~ Lender pay~ Borrowcl IIllere~t on Ihe Funds and apph~able law pernn" lxnder to IlIdkc lu~h a th1lIge Borrower and Lender may dgrec m wnlJng at Ibe lime of exe:lUllon 01 Ihl~ Del'd 01 TruM Ih.u Interest 011 the FOndb ~h.ll1 be paid 10 Borrower, dnd unleM> ~uLh agreement IS made or npphlahlc law requlrCb ~Uth mlerebl 10 b~ paid, Lendel ~hall nOI be requlJed 10 pay Borrower any mltrc,1 or carl\lng~ on Ihl Fun"~ Lender ~hall gIVe t\l Borrower, wllhout Lh,nge. an annual dLLOuntmg 01 Ihe: Funds ~howmg Lreults and dt'bll~ 10 Ihe Funds and the purpo\!: lor WhlLh eaLh debit 10 the Funds was mdue The Funds .Ire rledged a~ ,Iddlllllllni ~Lurlly for Ihe ,unllo Il'l.urcd by lhts Deed of Trust II Ihe: amouut 0 Ihe Fund, held by LLndlT, logLther wllh Ihl luture monthly IIlsldllmcnts 01 Funds paydhlc prior 10 Ihe duc dalcI 01 I.I"C~, a~SC~"lIlnt~, IlIbur dnLe premlutll~ and ground rcnl~. Shdll exceetl the amount requm:d to I,ay Idld laxeb, dSSe~~lIlelll', IIlbUI.llltC premtUmb .\IId ground rent~ a~ Ihey lall due, such eXL(,\;S bhall be, at Bonower'~ "piton. clther plomplly lepRid 10 Borrnwer or credlled 10 Borrowcr on monlhly m'lallmLnl~ 01 FundI II tbl' .ImOUI1I of Ihc rund, hcld by Lendel ,b,,11 not be sulhuent to pay IdXI" , d,seS)Olenb. IIllUranLC prelillul~ and gltlund Il illS d' Ihey 1.111 due, BorTllwer shall pay 10 lender any dlllount nClel\,Iry 10 m.lke up till ddILIL'J1LY In 0111.' or mOle paymLnts as Lender may lequllC Upon payllltni III lull 01 all ~uml ~lLUled hy Ihl~ Deed ot TrUll. Lender ~hdll promptly relund to Borrol,\,er .my rund~ hdd hy lender II untll'r p,lrdgl~ph t7 hcrcol Ihe Properly Ib sold or Ihe Propeny IS OIhcrwl~ .lL'lulJed by Lender. Lender ,hall apply, no lallr than IInmcdl.lIc1y pnor 10 Ihe sale ollhc Property or lib atqulSllton by Lender .• IIlY Funtl, held hy LlIIucr .11 the lime 01 appl1L3tlon as a tredu agam~llhe sums secured hy thiS Deed 01 Tnl~1 J, A pphl'8ltOn of Vllynll'llh Unleb' dpphldhle 1 .. 1,\, provldc~ olherwl~c, An p.lyments reLClvcd by Lender under Ihe No Ie and pardgraph~ I .md 2 hLretll ~hall be .Ipphcd by Lendlr Ilrst III payment 01 amounls payabll.' I(l Lender by !lQrrowcr ulld~r palagraph 2 hcrco!. Ihen to mllre~t payable on Ihe Note. and then lO the pnnL Ipoll 01 the NOlL 4 Prior Mortgot:e~ and Ilftd) (If TJ'"Il\I, Cha...,:c~. Llen~. Borrower Shdll perlorm all 01 Borrower's obhg,'llon~ ulldcr dny mortgage, deed o. Iru,t or other ~elurJly agrt!t.'lllcl1I wllh a hen WhlLh has pnorny over thlb Deed 01 TrUlt, mdudmg Bon ower'~ LOveiMIlI~ III make p,lymellls when due Borrower shall payor Lau~ 10 bL patd .11 Inxeb. a~~l ... ~ment\ .Inu otlu:r Lh.lrgc~, IlIle~ and IInpo~llIollb .lIInbuldble 10 the ProperlY whlLh m.IY allam 01 pnorny ov,'r lhl~ Dl'ed (II TrUll .• 1I1d leasehold pa)l11elllS or ground relllS. II any 5 "alard Inluranet', Borroll<er 5hdll ~l'Cp Ihe 1lIlllJovelnent~ now eXlsllng or hereafter erl'Lled on Ihe Property lIl~urelf dgdlllM IO\~ l>y fire, ha.ldrd~ mduded wllh," the lerm "exlended Loverage: and sUlh other hazards a~ Lender liMy reqUire And m ~ulh amOUIlI~ .Ind lor sULh pcnods as Lender may lequIre TIlt: IIlSuranlC L<lrnlr plovldmll Ih,' IIISUrJnLL ,h.)lI t>c lhoscn by Borro-..'er SUbJCLl to approval by Lender. provldl'<l, thdt ~uLh approval bh,III nO! bL unredloJl.lbly Wllhhcld All an~urdnee POhlIL'S and renewals Iher~1 shall be m .. tonn alLepldbla: 10 Lendc:r and ~hall mLiude a standard mortgage Llause III lavor 01 and III a lorm 3Ll.Cplablc 10 Lender Lender bhall holvc Ihe IIgbt 10 hold the IlOhues and renewals Ihereot, subJc:LI 10 the lerms 01 .11'y 1ll0rl~.lge, dL ... ·u 01 IlllIl ')1 'llhC'1 Il,ullly ~gr~cmcnt wllh a he" WhlLh ha~ pnoflly over UII' Deed ul II u.1 In Ihe CVCIlI 01 I(),~, Bono"'Lr ,h.III ~Ive I!lompl n(lUlC 10 Ihe IIl~UI.mw t.Jrrttr .. nd Lemler Lender ITldY mnkc prool nl Ins, II not made promplly by Bon mH'r " the Propcny Is abandoJ¥!d fly Bon ower, or It Borrower tall~ 10 respond 10 Lender wlthlll 30 days lrom the: date nollte ,s matled by' !!enda to Borrower Ihal Ihe m,uranLe Lamer otlers to sellie a daun lor InSUranLe benehls, Lender IS aUlhorized 10 LOlieLl and apply Ihe: IIl~UranLC proceeds dl Lender's OpllOn either to re\loralion or repmr 01 tht: Property or 10 Ihe suo1~ ~clured by Ihls Deed 01 TruSI '",llals -76tWA1198t21 Page 2 01 5 Form 3848 6 PrC'>CrvlltJon lind Maintenance 0/ PI operty. Le!io;chold\; Condomln1Um~. Manned URlt Developmcnh BunowLr ~II.III kCLp the PlOllClIY 10 good repdll dnd ~all nOI Lomllll! "'oI~lc or permit IInpalrnllnl or dCU!florallOJlnl the Propeny ,md Ih .. JI Lumpl, \\ IIh Ihe provl~lon~ or any leas~ II rlus Deed 01 Tru'l IS nn .\ Je.l""hold "Ihl' [ked 01 Tn"t 1\ 011 d uml an d Londolmmum or .1 planned Oml development, Borrowl'l 'h,1l1 )Wrlorm all 01 Burlllwli ~ obhgmuln' IIndcl Ihe 1il'1.1,lId1l0n or LOVCnams l.reallng or go vel nlnS Ilte l.ontlommlum or pl.ulOed unll dcvdopmLlll, Ihe by-I.I\V~ dnd leguldllon, 01 thl wndommlum 01 planned Ullli developmenl. dnd Lon~lIluenl dOLumeOl' 7 Prule(.lIon 01 J,endcr'~ ~Cllnl}. IJ Borm\\er 10111\ 10 perlonll Ihe Lovendnl~ dnd dgreeml'll~ wnlalnuJ In Ihll De~'tI 01 TIU~I, 01 II dny m,,1I01l 01 plOlLldmg 1\ lUmnlCl1ll'll Wllllh malenally altCl~ letlder'~ mterc~1 m Ihe Plllperly, Ihln LendLr, .11 Llnllcr'~ opllon. upon nnlll..e to Borro"'cr, may make sulh appearance~. dl,burle IUlh ~UII1I, lIIL1udlllg IL'HMlIldOk dllOrDlYI' ILI-~. and lake IULh alllOD a~ I~ neLe~dry 10 proll'1.! lemll:r'~ mten'll II Lender reqUired IIlllltgdgl IIIlurdllLe .1\ ,I LUoolllon 01 makmg Ilte loan R'(.ured by Ibll DeL'tI III Trull, BlJlruwcl ~hdll PdY IhL JlrLnllum, flqulfcll 10 IlldUlldlll ~uLh m~uranLL III ellI-"-1 unlll \ulh lime a~ Ihe requlrcment 1m ,uLh lII'ur.lDL~ ILnnllldlL' III ,lLLordance Wllh B(larowcr'~ ,md Lender's wnllen Al!rccmcnl or appllcahle 1,lw Any dll1()Unl~ III~bum'tl h) L ~ nllel pUIIU.lIl1 10 Ihl~ paugraph 7. with IIllcresl Iherl-on, at the Note rate, .IMII oc'l.ollle ntilhllOll<ll IIIdebleune~~ til Bormwer \u,ured hy Ihl\ Deed 01 Tlull Ulllc~ Borrower dml lendcl d£.rtC 10 "lh~1 Il'rm, III [ldymenl. >tllh .llIlllunh ,h.11I be p,)Ydblc UpOll DOIILC Irom Lender [() Burrowu rC4ul~lIllg p.lymem Ihuenl N()[hlDg Lont,lIned m Ihl~ IldIagl~ph 7 ~h.11I "qune Lender 10 IIIlur any eXJI<'n~e III 1,lke ,my .IWon hereundel 8 Inw~hon Lend~1 1ll.1} make 01 I.,\UI~ III be m.llle rCdlon.lblc cnllll.'l> upon anll ln~peLItOn' ot the Propcny provided Ihal lender Ih.1I give Bt'rmwer IIl1l1tC prior to any lud\ m\p~1I01l ~peLltymg r~a~lJ.\ble Lause lilerelor rd .. led III Lendel" mlercll 10 Ihc P'"JX.rly 9 Condemn lit IOn. lhL pml.Ll.d, III dny aw.lfd 01 Lldlm lor llalllage~, dlll."-l or wnsequl:ntlal, In l.onneLllon Willt .. ny LOndl'llllldllOn or mhu lallng 01 Ilte Pmpeny. or part Iltereol. or tor wnvcyanl.e In heu ot wndcl11n.tllon. arL hLILhy a~\lgned ,100 sh,11I be paId '10 Lender. sub,eLl 10 Ihe leml~ 01 any mortgage. deed 01 II UII 01 ulhLr Il'\,UIII) Jgleclllelll wllh a lIe,l WIIlLlI ha\ pflOiIlY over 1111\ o..'Cd 01 Tru~l to. Korrflwer Nfll Rele.l\efi. }<'orbruulllc By Lender No. II WUIVl'I' ExlwllOO 01 Ihe IIIne lor paymcnt or lllolhhl.allOn ot dlllnrllullon 01 Ih.: Ium, 'L'\.ur~1I by thll DeL'll 01 TrUll granled by l~llder 10 dOy SUI.(.~ssor 111 InlereSI 01 Borrower sholl! nnl oper.!te 10 releale, ID ,my lnanner. Ihe habJluy 01 Ihe ongmal Borrower 0100 Borrt)wer 'I 'ULLt'~'O" 111 l/lIere,1 lL-rlder ~hall nul be reqUIred 10 LOmmenu: proCeedangs agalDlII SUdl .Ul.l.elsor or relulc 10 eXlend lime tur p.lymcnt or Olherwl~e modlly Jloortlzallon 01 Iltc ~UIllS ~L'(.ured by Ihl\ Deed 01 TrUll hy rea><JO 01 dny denl.lnll mdde by Ihe urlgmal Borrower and Borrower's SUl.l.l!s~on 10 IDWfI.'lil Any lorbc.lfanLc by Lend.:r m eXer~l\lng any raghl or remedy hereunder. or olherwlsc al1ord<.'lI by .pphLable IdW. Ihall nol be ,I W,IIVCI 01 UI pCldude Ihe eXL'ruse 01 dny ~uLh Tlghl or remedy It. Sulce"",.r\ lind A'\lgn\ Bound; Joonl and ~vH'.l1 Llabllll), Co-sIgners The Lovenan" dOO agrt:erl1ents herelll lomalll''ll ~hdll hmd. and [he flghl\ heleunder Iholllll1urc 10, Ihe respel.llve SUL~es~on and as\lgn\ 01 lender .. JIll Borrower, ~ubll'\.l tu Ihe PIO\'IMon~ 01 par~graph 16 hereol All covendnts and agrecrl1elll~ 0/ Borrower ~h .. 11 be IlIml ,md ~c'cldl Any Burrowel who \.0-"1:1" Ihl~ Deed 01 Tru.[, bul doc~ not exeLUle the Noll.'. (a) II tlHlgnmg Ihll Deed n/ TruM only In grdDfaml wnvcy [hdl Bnrrower'~ IIltereM 10 Ihe Properly 10 Tru~lee undcr Ihe Icrlll\ 01 Ih" Deed III Tru~I, (b) " nol pcr>onally hable on Ihe NOle or under tllI~ DeI.'tI 01 TIUSI, and (L) agfl.'Cs Ih,lI lcnder and an) olher Borrower hereunder may dgree to extend, modlly. lorbe,lf. or make .Illy O1hcl ,ILLOIIlIll,xlrlIIOnl Wllh rcg.mlill Ihe lerm,' 01 11m Deed 01 Tru~1 or the NOle. wllhoul Ihal Borrower's Cllns~nl and Wlihoul rclc,I',"g th.1 BOlfowcr or modlly'"g Ihls Deed 01 Trusl d~ 10 thaI Borrower', mh:r~~1 III Ihe ProlJeIlY 12. ~ohce EXL~pllor ,IllY nollLe rcqullcd untler dppllldble IJW 10 be glVl.'n III anolher manner, (a) any nOIll-e 10 Borrower proVided lor III Ihl~ [ked 01 Tru~1 ~h.lll bL given by ddIVcnng II or by matlmg suth nOIlLe by lcnillcd nldll addre~sed 10 Borrowcl ,II Ihe PropellY Addle.~ or dl sULh olher address d~ BOITOwt'r may lll\lgnale by nOIlLC 10 Lenuer .IS pnwllkd he'''m. ,md (b) ,lilY nollLe 10 Lender .hall be given by l.er1l1ied mall 10 Lender', addre\\ \lalell hl'llln OJ 10 IlIlh olher addres, as Lende. m,IY deMgnale by nOIlLe to Burrower .I, provillcd huelO Any nOllte plIlv,dcd lor III tlll. DcLd 01 Tru~l ~h,," be deemed 10 hdve been givelliu Borrowc:r or LClIdel when gn'cn III lhe nl,lnllCI dl.'l>lgndled helclD 13 Govermng Low, Sc\'crablht~ 1111' \lall' and 10l,11 1,lw~ dPph~dble 10 Ihl~ DCld 01 Tru~1 ~hall be Ihe law, III Ihe IUrI~dll.IIOn '" whlLh Ihe Properly 1\ IOLdled TIlc toregomg ,enl~nLe ,hall nOI hmll Ih~ apphtdblhl} 01 ledt:rdllaw 10 Ihl\ D~ed 01 TrUll In Ihe Cl'l'nI Ih,11 ,my provlslun or dau~e 01 [hiS Deed 01 Tru" or Iht: NOle lonlhtl~ Willt 3ppllLahk law, ,uLh LOnthLI .hdll nOI .lltL'L1 olher provl>lOns ot IhlS Deed 01 TruM or Ilt" NOle WhlLh ldn be j!IVCIl clicLI wllhoUllhc I.ollnll.tmg prOVISion. and 10 IltIS end Ihe prOVISIOns 01 IltIS Deed 01 TrUM dlld Ihe NOH: dre dell.lled 10 be ~cverJbll. As u~ld helcm. ·W'I~.' "cl!.pt!nses" and "attorney,' IL'Cs" IIIdude d!l suml 10 Ihe ex len I nul prohlblled hy dPphcable law or hnllled herem 14 Borrowt'r's COPy Borrower Ih,III be lutnl~hl!d d LOnlorlllt:d LOPY ot [he NOle and 01 thiS Deed 01 1 rusl ,lIlhe lillie ot l ... elUllull <)1 .11t", rLUlId,llIllll h('IL,)1 IS Rch"lllht .. hon t"~n AgreCllll1l1 Borrowel ,h,11I lulhll all 01 Borrower', obhgallon. und~r any bome rchabllllallon. ImproVeITIl·IlI. repdlr, or other 10~1l agreement whl~h Borrower enters mlo wllh Lender lender, at Ltnder's OP"O", may lequire Borrower 10 eXClUle and deliver 10 l.cnd~r, In alarm atttplable 10 lender. an a~slgnmem 01 any rlghls, dalln, lit delen~~ which Borrow~r may have agalDst parties who supply labor, mdlcnal~ or \CrvlLes In LOnl1~won wllh Improv~menls mdde 10 the Property tMlals __ _ ,76IWAI19812) Paoe 3 01 5 Form 3848 16 Tt an\rl'f ollhc Property 01 a BCllcflclallntercM 11\ Borro,"cr II ~II or ~ny p~rl Ollhc Property or an) IlIterc\t III II t\ \old or t/'3nsl~rrcd (or If d benelll. ... 1 IIIlefC\1 III Borrower t~ ~old or Irdnsterroo and Bonowcr c. nol 01 nalUI.11 pcr'>On) WllhoUI L~nder'~ pnor wrillm Lon~tnt:Lender mdy, .It II~ option, require IInmcdl.lle pa}nlen! m lull 01 all ~ums M-~urcd by 11m [X'l:d 01 Trusl HOWtVI:I, thl~ opllon shall not be l.~efL I\l:d hy Lendcl II excrl.l~e I~ prohlbltcd hy Icderdl loIw .I~ ot Ihe ddte 01 tim DeL'll 01 Tro~1 II Lcmlc:l L).LrLl\t\ Ihl~ o(lilon, Lender \hatt give Borrower nOilLe 01 dLLekrallon The nollLe: shall provide d penod 01 nUl k'll~ tIl.m 30 d.ly~ lIolll the d~le Ihe noULe I~ deh~cred or m,lIled Wlthm whlLh Borrower IllU\I poly .. II \Ulm \Cl.urcd by Ihl~ Deed of TruM It Borrower lall~ 10 JldY thc\\: \un~ pnor to thc explrdllon o. Ih" pt.nod, Lender indY mvokt .In) rtlllLdllS pcmllllLd by 1111< D<.Ld 01 Tru'l wllhout lurlber noll~ or d\:llldnd on Borro\\ er NON-UNIFORM COVENANTS Borru,,"ci ~nd ul\dtl Iurlher Ulvcnanl and dglCC as lollow~ 17, Acceler .. hnn, RI'11K.'fIlr'i "~~cept .. \ ploYIIltd III p.lragraph 16 hereol, upon Dorrower'~ breach 01 any lonnnnt or agreemcnt or Borrower In thl\ Dwd ur Trll\(, mdudlllg the "ovctlant~ to PIlY when duc .lnY SUOK !>Clured by thl~ Deed of Tru\t, Lender pnor to oll:eierllllon sh.dlilive nol/ec to Borrower a~ prOVided In puroW'llph 12 hereof ~peClfJ'1II1l (I) the Im.'lIth, (2) Ihe aCllon rCllulred to cure such bren"h, (3) .I dale, not Il">\ thlln 10 day\ rrom the dllte the notlte t\ nUliled fu Borro,"er, by which ~lK.h brca.:h mu,t 1M-cured, .md (4) thdl rdllore to cure ~ch hre .. ch on or before the dale specIfied III the nohee m .. ~ re.\ult In dLe('ICTalum ollhe ~UID'> <;eCured b, th" Dec.-d of Tro\1 .. nd ~dle of the J"toperty .. t pubhl lIultlOn at II dOlte not Ic~, than 120 day\ In the future The nollte 'hall rurther mrorm Borrower 01 (I) the rIght to rCIR\tutc al'tl'f" uu.clcrllllon, (II) the nght to brlllg II tOurt aellon to u",crt the nune"\"tem.e 01 d dcl .. ult or .In) ulher deren'>t' 01 Bill rowCi tu ucteler .. lloll dnd fort.'do\ure, dnd (III) any other matter. Il'lIUIi ed to he Included IR 'iIIeh nollce h,) .. pphutble lal~ 1f the breath I~ not cured on or before the dute ,pct'lfied In the nohu, Lender ot Lender'~ option may declare 011 ot the ~ums !>HUled by thb Dt.'Cd 01 Tru\t tu be Immedmlcly mil' lind plI)oble wlthoul further demund lind mny IDvoke the power of 5.JIe .. nd IIny other I emcdtn pernuttcd by apphcable IIIW, Lender ~hall be enlltll:d 10 collect I1U reusonllblc UI~I~ and expen.-.c<i Incurred In pUr'illIllK the remedle<; prOVided In thiS llar~l:raph 17, mcludlng, bul not hmlled to, re~sonable .attorneys' ree; . II Lendel Imokl.'\ Ihe po"cr or ... lIc, I.enlk'i ,hall t;lve "llIIen nollee to Tr~tec IIr Ihe IK'turrelice 01 un Clcnt o. defllult und 01 I.t'llder'~ cll't.hun to lllU~ the Propt'rty 10 be \uld, Tru\tcc lind Lender ,hall lake ~ulh IItllun I egarchng 1I0hce or sale and shan !lIve ~uch notices 10 Bol rower and to uther perSOM a~ .apphcdble lAW may rrqUlfC, After Ihe laP'll' or ~uc:h IImc .. " may be reqUIred by applicable law and .. Iter pubhcatlon of the nohce of Solie, Trustee, Without demand on Borrower, ~h .. 11 sell the Propeny at pubhc uuctllJn to the highest bidder ul the time and place and under the terms deslgnoted In the nohce nr !>DIe In one or more pancl~ and In ~uch order a~ TrIL,ree may determine Trustee may postpone \011.' or the Property for a pcllod or pertod~ not exceeding a lotal or 30 day, by public. announcement lit the time and place rl",ed III the notice or IwIle, Lender or Lender'~ designee mlly purchase the '>ropt'rh .II dny !>DIe Tru .. tt't.' \hIlU dehVLT to Ihe purc.hu\C1 Trustcc'~ dl.'ed conveYlIIg Ihe Property \0 wId Without an) covenant ur warranty. e~pr""~l'CI UI lIuVlled, The rcclt .. ls In Ihe Tru'tee'~ deed ~hllll be pnma faCie e\ldence or the trulh 01 Ihe Mlltcmcnl, mude therem Tru,ll'C \hall .appl) .he prOleed\ of the hUIe In Ihe rollowmg order {d) 10 .111 reasonahle co~t\ .lOd f!t.pen'iC~ of the \3le. IIlcludlng, bur not hnuled 10, reasonable Tru\lce\ and allorneys' fCl'l> and cosb of htle eVldente, (b) to all bUm. sl~ured by thl~ Dt.'Cd or Tru~l. dnd (l)'lhe c!t.ce<i.'>, Ir any, 10 the person or pcr,on~ ICJ:dlly entilled tberet", or 10 the Clerk of Ihe Superior Court or the Counly 1ft lIhlth the ..ale took place 18, KorrU\\er"\ Rll:hl to Rem~tlltl' Nlllwnh'l.mdlng Lendel \ ,ILeder,llIon ullhe ~Ulll' ~cl.Urcd IJ) Ihl~ Del.'d ot Tru~t due 10 Borro"'cl'~ hr~dch, BUIIHwcr ,h,1I1 h,lve Ihl! IIghl 1<> have any proLeedmgs begun by L~ntler 10 L'nll'lee Ihl\ DCL'tl 01 TrUll d"LOJllII)lILd al .Illy lUll" pllor 10 Ih~ ",lfhe::r to OLLUI 0\ (Il the lenlh day belore Solie of Ihl Property pur~uant 10 the power 01 \.dlc LORI,lIned lfl'lhl\ Deed 01 Tru\1 or (II) enlry 01 .I ludgmcnt enlOltlOg 1111' Decd III Tru" II (,I) UOrlOWU p,ly~ untlcr all MIlliS wlllLh wuuld be Ih~n due unde::r Ihl~ Deed ul Tru~1 dnd Ihe NOle h,ld no ,lLtl'ler;l1Ion otUIIIL'(1. (bl Borrower tUI~S .III bredthe~ ul any other I.ovendlll~ or dj!.rCCRlCnl\ o[ Borrower wntalOed In Ihl. Decd 01 Trusl (t) Borrower pays .Ill IC3S()n.lble cxpen'''~ m~UI red hy Lendc( and Tru~lec III L'nJoTllllg Ihc ,ovcnalll~ and agn'eJllenls 01 Borrower tonlaUled III Ihl~ DL'L'd 01 Trml, dnd III clllllfling Lcndl'r', ,lIld Tru~ILt:'~ rcm~dlcs a~ proVided In par,'graph 17 hereot. Il1L.ludmg, bul nol 11111l1cd 10, rC,lMlIldOIc .,1I0rney,' ICL'\, ,lIId (d) Burrower 1.lk", ,uLh acllon a~ Lendcl m~y redson .. bly fl'llulfe 10 d~'url' Ihat the hen 01 thl~ Deed 01 TrUll, Lcnder's !Olere'l m lhe Property dnd Burrower'\ ObltgdllOIl 10 IMy Ihe ~Ulll\ ~L'Lured hy Ihl\ Dced 01 Trust 'hal! wnllJJUc UI1I111p.llred Upon ~uth payment alld Lure hy Borrower, 11115 Detd 01 Trusl dnd Ihe obh!!allon~ sel.ured hereby ~hall rcmalO III lull Inr,,, and ellt't.l a. II no dtteler,lIlOn had ocl.urred 19. A\~lgnmrnl of Rent\; AppOlntmrnl ul RecclHI. I.I.'fIdel III l'o~sesslon A. ,Iddillollal sclurJlY hc;r~undc;r, Borrowcl bLrchy ')~~Igns 10 Ll:lltlcr Ihe relll\ 01 the Properly. proVIded that Borrower shall, prior 10 IK.CeJerallOI1 und~r pardgrdph 17 heleol or dbdndollment 01 Ihe Property, hdvt Ihe flghl 10 colletl dnd relaln \11th rcnn a. the\' 11C("0lC due and (layahk Upon .ILl.clcr.lllol1 under IJ.II.lgr.,ph 17 hCI enl UI ,lh.lI1ullnmllll 01 ~l~ PIOPCIlY, LLlldLl, III pcr\on by 3&(:111 1\1 by ,udl<'ldlly al'Jllllll1cd IL'leIVLI \hdll hc cnllilcd In entel ul)on, wke pu"c~l(ln 01 dnd nMn.lge Ihe ProperlY and 10 tolleLI Ihe:: rent. 01 Ihe Property Indudlng those past due All lenb LOIICclCd by L~ndcr or the rt:~t:lver shall bt' applted IITSt 10 paym~nr 01 th~ "o.t~ 01 Illdnagcment 01 Ihe Propeny and tolJewon 01 r~nts, Includrng, bU11lQI Itmlled to, retelver'~ kes, pll!'lIllUm~ on receIVer's honds and rea.onable al1umeys' kl!'l>, and Ihen 10 Ihe .ums ,clured by Ih .. Deed "I Tn,,1 Lender ant! Ihe rCeelver shall be habit: to aLLounl only tor [hose renls atlually rl'lClvL'<I Initials __ _ ·76IWA) 198121 Paye 4 of 5 Form 3848 ..... -P.I c-. 20. RecnmcYllnce Upon pdyment ot ,III \um\ loC,ured by Ilu~ Dnd 01 TruM, Lender shall requ~'S1 Tru~wl: 10 re~nnvcy Ihe PrO(ll!lIY and ~ball ~urr~nd~1 Ih" DI.'I.'II 01 TIUM and all IlOltS eVldenl .. mg mdebtedne..~ \elured b) til" Del'll 01 Tru~1 10 TIU~ll't. TruMel' '>hall rl'LOnvcy the Properly wuhout warranty JPd \\'Ilhoul lharg~ 10 Ihe per"')n or PI:Nllh legally cnhill-d Iherelu SULh pl:rbon or ptl ~on~ ~all pay all ~O\I~ 01 Il'Wl daHon, I I dny 21. Sub<.hlutc Tru,lcc In <K.~ord.lnle with apph ... "hle law, Lender may Irom lime 10 !lme Appoml d 'lJ(.~c'>Sor 11U\lo:e 10 all}, TnI~I~'1. appOInted hen undcl who h.l\ ~edM:d In oU Without lOnVtyance 01 Ihe Propt:ny, Ihe \ulU\<,(lr IrU\Il'C \11.111 ~ullced In 0111 th~ IIIle, power and lIullc~ ~onlerrl-d upon Ihe TruMee herem anll hy appliCAble law 22, tlw 01 Propt'rly The Pruperly I~ nOI u~d prull.lpally hll dgm.uhural 01 larnung purpo~ Rt;QlJ"~T FOR NOTICE OF.DEFAUL T ---------AlIiID FORECLOSIIRE IJI\Dt;R SUPERIOR -------- MOR fGAG};S OR DEEDS OF TRCsr Borrower and Lender r~'(jul\1 the holder 01 any mortgdgc, del'tl 01 lrUM ur olher en~ulDbrdnlc wllh 01 hen Whldl hd~ pnorll} over IhJ~ DI.'Cd 01 TniM 10 gl\e NoUle 10 Lender, .II Lender's addrcs~ ~t lorth on pdgc one 01 thl~ Deed 01 TIU\I, \11 an} deldull unlkJ Ih. \upcnllc ~n.umbran.e a.nd 01 any ~~Ic or olher lorcllo~u rc dlllOlI IN WITNESS WHEREOF, BonowLC hoi' CK~lUICd Ihl~ Dl.ld 01 TruM I'<X-'~'iz~ (S,N) ..I,,,,, 1.1. t.......... ("'.) Rorro .. ~ Jean W Lucas -8urruw.:r ---------_ . ___________ (Sc.t!) ell ______________ ,(SCdl) _____________ (Seal) ~ ·lklrn)W\r .. Borrnwcr ~ ~ ________________ (SCdl) _____________ (Seal) C'f ~ c::t C'oI Durrnv.er -Bnrrt't~r STATE or WASHINGTON County of King }ss On th" ddy pcr.oll<llly ~ppeared be/ore Ille Jean W Lucas to me known 10 be Ihe mdlvuJual -, 'S desulhcd In dnd who CKL'l.Uled the wllhm and toregomg Inslru!llen!, dnd at.knowledged Ihal "!> "" <-SIgned Ihe ~mc a, ~ .... ~ Ir~ and volunlary a~t and deed, lor the USt~ and purposC'i Iherem mcnllonl'd lllll:. GIVEN under my hand and ollt.lal seal thiS ~ day 01 Ft-j, ,~tJ L- -76(WAH9912) .J!:t,~b~,.~.,_ A}DtI-'L-,-"L_D-I My Appomtmtnl Expires on Poge 5 01 5 .' Form 3848 (Open end credit with o fixed rate GJ vanabie rate Equity .Line RIder Interest) This Equity line Rider IS dated 2/12/2002 and IS an amendment to the Mortgage or Deed of Trust ("Mortgage") of the same date given by the undersigned. Jean W Lucas (hBorrower") to secure Borrower's EqUity line Agreement with Wells Fargo Bank West, B.A. ("Lender") of the same day covering the property descnbed In the Mortgage and locared at 13823 SE 132nd St Renton • WA 98059 In addition to the covenants and agreements made In the Mortgage. Borrower and Lender further covenant and agree as follows The word "Note", as used In the Mortgage and this Alder, refers to the Equity. Line Promissory Note and Credit Agreement 2 The Note eVidences an open end revolving line of credit agreement between Borrower and Lender under which future advances may be made The amount stated In the Mortgage as the pnnclpal sum of the Indebtedness IS the credit "mit for the hne of credit All advances made at any time by lender In accordance with the terms of the Note are obligatory and all such advance, and all Interest on the advances, shall be secured by the Mortgage However, at no time shall the prinCipal amount of the Indebtedness secllred by the Mortgage. not including sums advanced In accordance with the Mortgage ,0 protect the security of the Mortgage, exceed the stated credit limit for the line of credIt 3 The Note prOVides for o a fl)(ed rate of Interest expre~sed as a dally periodic rate of % ThiS corresponds to an annual percentage rate of % o a vanable rare of Interest e)(pressed as a dally perrodlc rate equal to 1/366 of an annual rate of 0.875 % plus the "Inde)( Rate" The darly penodlC:: rate may Increase If the highest pnme rate published In the Wall Street Journal "Money Rates" table (the "Index Rate") Increases The initial dally perrodlc rate IS 0.000164%, which corresponds to an initial annual percentage rate of 5.99 % The annual percentage rate Will never be more than 21 % and never less than 5 99 % The dally periodiC rate Will be adJusted on the first bUSiness day of every month, USing the Index rate In effect that day Any Increase In the dally perrodlc rate may Increase the monthly payment due NOTICE THIS MORTGAGE SECURES CREDIT IN THE AMOUNT OF $ 40,000.00 LOANS AND ADVANCES UP TO THIS AMOUNT, TOGETHER WITH INTEREST, ARE SENIOR TO INDEBTEDNESS TO OTHER CREDITORS UNDER SUBSEQUENTL Y RECORDED OR FilED MORTGAGE AND LIENS Date IMultlstatel ·8502001 ,00011 ELECTRON[C LASER ~ORMS INC [800)3210545 Exhibit "A" THE FOLLOWING DESCRIBED REAL PROPERTY LOCATED IN THE COUNTY OF KlNG. STATE OF WASHINGTON, DESCRIBED AS FOLLOWS THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 20 FEET. EXCEPT THE WEST 20 FEET, EXCEPT. THE EAST 30 FEET ~---------------------------ADOUSS ________________ _ em AND STATf _______________ _ Statutory WarraDty Deed' THEGRANTf)R JAME3 R. R'JPPELL JR AND BERGOLT M. RlWF'ELL, his wit'e Cor and in consideration of ThN fCLLARJ AriD O'T'HEH V __ -',UA3LE CCN:;Il:E'1A rICN3 \. in hand paid. con~ys and wurants 10 ["vUG,I..AS V. 3CHEHER AN Tl 3HARL~N E J. 3::>.=:HER, his wIfe rhe !ollowing dncribtd real estate, siruated in the County o( Ki ng , State of Washington: The s::uth half cr the northwest quarter of the southeast quarter of the northwest quarter of section 15, township 23 nortn, ran~e 5 east, '''.~., In K1: • ..: ';oun~y, .. !i~lllngt;·n; EJ(Ci:;r"r the north 95 fe(lt cf th" .,ast 33C ft<t;,t; "XCiiI tne south 92.97 feflt or the north 2<J7.97 feet of ttu, east 260 f",~t; "XCi?T the so~th 110 feet cf tha north 205 feet of the east 260 feet; and ~XCE?T the east 20 feet thereof conve~ed tc Ki County, ~a5nin~tcn, /'01' 1'03<: oy det;,o reccrded under' auiid~1~t~c~rB'~silili.i.r98214. I S ,q ;::c: 'T j":',=_ L~i.~" r\ ... ·:-·....... ---~ 'f'-,;1>-, 1,';) ji. 1 .1, '-" _ .. - 9.,ii u";<>' Ii i,::.· t.'" ~~p, _______ (SlAl) ~rATE OF WASHINGTON C,)unrv of t\lll€ On (his 2cth day oi J anuBry 1963 , before me, thr un.lcrsigned. a NO(1)' Public in and (or rhe State of Washington. duly conlmissioned and sworn, personally 'N'"",d ,jA}~E.:: R. r",:F'FELL Ji·: A:.: aEh;C~~ i':. ;r:F'~'E.:':. hi& ",if" III ~ known ro be rhe individuals dnclibnl in and who !<) me !ha( tbc '! ,igned and staled (his said instNmC1lt rhe uses and purposrs (herein mmrioncd. GIVEN under my hand and official !IMI this 2b· 11 .. --1 ..... _,"t··.·.·!·· .I~ ••• 0,. r.l ••• ~; .. ·, •• P fot u •• ~}.". ' .. ,.a1,4 Y Qd .neAt .... ' ••• t .1l. hit 1.: t- .;-... ·.-'~·8'g ,. M •.•• ~.i of tJlla Jflt·.·~~ .tMSIli·t of , •.•• oJ J-.~ .• 8110 !ltJ' Z'\-:::.!i:B!~:I'. .,. SIt of '!If ~Jf-" .. Di all 111 ·!eoQ !p :-~ ooot, 0.61 aat •• fI/t~:.'(l. ! H WilU.l'III , .. I. ••••• III J , ,.... :> !J StatutOry w CllIanty~ De~ L1iz1=Ri* . ~'.' '. . ." ·~f '. , .... ---:~. ~ . \. i ~~·J.·'f'.c ... ~ .... ··i-·~ ".ii ...a~".~-::-It!It'.}, Ir. 'rw' 1 ..,'1 ,'f ',~ ,j. :.".:-11' ", ,. ....... .. . .•. # ';-. 'I' .:.t.,::..~:..~ .. 1'~" ;'" ·'It. ... 'j,. ,":, ~ , ~,.;~:..~(!t:.:: .. J ... ~~ -~:.~':""~-'!'~ • .~..iJ .:~.;--.-.. ' -'. J ';'{ .~~.~ •. _;... .. :.:~.:, e.:.:t~ . fat" ~-tl{"..q-·vve: ~7~! ··· .. '!'~'"9a .. ·~:,e s."~;!.·. :.::: -C~\. (.( t.t:e .1<~;. :'~~' .• " . t· .. :. Qf":"~·;, . ;'e:1t l.~:.o feet.. 'of-t.he 2ast ::"';,;..-fee:·t 'c;' ",' tt» .::ol.:t', ~i':r c~ '!.:,o"nc·r:'!rofflq.!,_iri~r-.At:-,;;' o.i.f' lu ... .;'llllNUtt. qt.,T-'.er' or 'the iWr+,&.,"8~ q\':,:.J"ter of". "Sect!.as..l~ rc:ms!,iJl_?J~o~li.,a&"I!: •• ;;ut. ',I' rec:cl'l1l1 c!'.It3.!'df;g..JI~t~~~~aS~j~~'-;-"-, ,~~,,: . .:. ... . :'," :"', JA!-'c!i.:l H.~ • .rEt. an:' :::'::,"1(': ;~. ~\Tl"r.U~ t,:,,~ , :\":,;" "" " dncribccI, ie aad .'~, iJIe tritIWI .net ......... IDat~ IIIId lilt _ as ~~di',:;,';'" Ire. ad Y<ll1I1IW,.Kt and ~;;"Ihc ,I,. '4~ "', ' .. , .~ " -' ,- EASEMENT ft.,'" I "., ,_ I. For and In Cfl/Islderatlon "r One Dollar I$I.CO) and other valuable conslderallon, the receipt 01 which Is her~ ~~Iedged. __________________________________________________________ ___ DOUGLAS V. SCHERER and SHARLENE J. SCHER~R, his wife, ("Crantor" herein), hereby grants, CMIIGYS and wauanl6l0 PUGST SOUND P',WER & UGHT Cor.;i'ANY, a Washlnaton corporalloo I"Grantee" herein), ror the purposes herelnatter Be( forth, a pel1!elllal "&sement over, across and und .. r the followlna described real property (the "Properly" herein) In ___ K..;.i.;;n"'9'-_____ _ CoL'1I\)" WaShington: The South 1/2 of the Northwest 1/4 of the Southeast 1/4 of the. Northwest 1/4 of Section 15, Township 23 North, Pange 5 East, W.M" in King County, Washington; EXCEPT the north 95 feet of the east 330 feet; EXCEPT the south 92.97 feet of the north 297.97 feet of the east 260 feet; EXCEPT the south 110 feet of the north 205 feet of the East 260 feet and EXCEPT the east 20 feet thereof conveyed to Kinq County, Washington, for road by deed recorded under Auditor'S File No. 1798214. Except as may be oth~rwlse set forth herein Grantee's rights shall be exercised upon that portion of the Proper\)' (the "Rlllln·of·Way" herein, deserlbed as follo .. s: A Rt&ht'of~Way 30 It()t in width :lIH ........... " •••••••• B'-t.~~ =adl:8!clll:Clf::a:l::Rlllzd!nl! described as lollows: The south 30 feet of th~ 'lP;9ve described property'£'"':ft., ~,R, in/eo ""'~s.,.. .3':&" ". •• r_,;;;,r~ . I ... , I. P~rpose. Grantee shall have the right to construcl. operate, maintain. repair. replace and enlarge one or more electriC rransmisslon andIor distribution Jines over andIor under th" Right-of-Way together with all necessary or convenient appurtenances thereto, which may Include but are not limited to the following: a. Ovel1lead lacUlUes. Poles andIor towers with crosSlU'ms, braces. guys and anehors: electric ItlllSmlsslon and distribution lines: communication and signal lines; transformers. b. Ua4erjl ......... '.cWdes, Underground conduits, cables. vaults, manholes, switches and trans- fanners; semi-buried or ground mounted I&cHUes such as pads. IransformeR and switches. FollOWing the Initial construction of Its faclUUes,' Grantee may Irom time to Ume ",,",struet such addi- tional JInes and other lacilities as It may require. 2. Ae<:H •. Grantee shall have the right 01 access to the Rlght·ol,Way over and across the Property to enable Grantee to exercise Its rlghLS hereunder. provided, thai Grantee shall compensate Grantor lor any damage to the Proper\)' caused by the exercise 01 said right 01 access. 3. CUllin. 01 Trees. Grantee shall have the right 10 eut or trim allY and all brush or trees· standing or growlO8 upon the Right-of-Way. and also the right 10 cut or trim any trees upon the Proper\), which. In lalllng, COUld, In Grantee's reasonable Judgment. be a hazard 10 Granlte's faciJltip.s. 4. ClnDtor's Use 01 RI_t·ol-Way. Grantor reserves the rlabt to the Right-of-Way lor any purpose not inconsistent with the riablS herein aranted. provided, that Grantor Sh .... :"' construct or maintain any building or other stNelllre on \I1e Right-aI-Way and Crantor shall do no blasting .. Ithln JOO leet of Grantee's lacllities without Oranlee'!f prior written consent. 5. blde_t)'. By aeceptlng and reeordlO8 this easement, Grantee agrees to Indemnify and hold harmless Grantor Irom any and all e1a1"", for damages sulfered by any person which may be caused by Grantee's exere'se of the rights herein granted. provided. 'hat Grantee shall not be responsible to Grantor lor any damag"" resulting Irom Injuries 10 any person COUSeQ by Bets or omissions 01 (;ranror. 6. A ........... ment. Th. rljlhts herein .rMted shall continue until such time as Grantee ceases to use the Right-of-Way lor. period 01 live IS, suecessive y~Brs. In which eo/eftt this easement shall terminate and all rights l,er·'Under shall r._en to Grantor. provided. that no abandon",ent shall be ·:eemed t') have occurred by rPlIon 01 Grantee's lailure 10 Initially Install !IS facllilies on the Right-of-Way within any period 01 lime Irom Ine dstf hereof. ~7/KJ W.~. '1171,0 FILED FOR RECORD AT REQUEST OF: pUGn ~~'!.," c: :~Ef,L:. :'.;: :"i','ISION P. O. 801 F3 B£LLEVUE. WASHINGTON Ai'iL,::0H: ERIS !. BAKER " " ') 7. Successors ad ""sip •. The rights ~ obJl8lllons 01 the Jlarlles shall Inure to the benellt 01 and be binding upon their "espective successors and assigns. • DATED this ----f-day ol-~J=~~-' 19...22. STATE OF WASHINCTON COUNTY OF XING On IIIls cia)' personally appeared before me DOUGLAS Vo SCRI!RER and SHARLENE J ° SCHERER, 10 me known 10 be the IndlvldualJl.. described In and .ti~ executed the wllllin and foreaolna inatrumeQt. and IduIowled8ed t/IaI they slaned the same S8 their Iree and voluntary acl and deed for the _ and pulpCl68S therein merotioned. OJV EN under my hand and oIflclll seal tills " ::. ~:~. . J. " . ST~TE'OF y.'Astri~?TON I, 5S CCXlNTY Of; I On tIll"..,... ____ c!ay 01, _________ • Ill __ , belore me. the unde1'818J1ed. pel'SOn8lly appeared, _______________________ and, ___________________________ __ 10 me known to be \he. _________ ando _________ • respeellvely. 01, _____ __ _______________ .,-____________ \he corporation lIIat executed the fore80111/11 1lI5Irwnent. and a-IedBed the said Insl",menl to be the free and voluntary ACt and deed or said corporation. lor the uses am purposes therein mentJoned. and on oalll Slated that ___ ._-:-:-___ ~ lulllorized to execute the said Instrument and lIIal the seal affixed Is the corporale seal ... , said corporation. Witness my hand and official seal hen affixed lite day and year flrsl above .. rlnen. Notary Public In and for the SIBle or Wash1naton. residing 01, ______________ __ • • ft __ rN ""'. It~ I --....... ~I ~·~~-:"~I..,..-...,~.:,.~- _ Val. ) .' ,~ Po .' '::1 --....... I'.} ~ ..... J () LOT \ ; J '" ,-,. .... ' ~, •• mrfJ __ h':I' I'f ~"j SI "'W;~ /,- :,' I / f, "f , : ,..' /i. h,/).' 0&..-.4' ., I .'. ( .J A li.r.." I , I /"v AC.'D· .~ nUD ,fd'#.1 \ ...... ) C" ... ''"0, ... ,.. , •. It" ,i".) ", .. 4';'(: '., ;.,., ••.• if, ,. ... • Y. ,.. 1IUIIt",,1 :a II .... Lor --..... ,_.-.-----.---.. ,,_.-... --.. - .... '" -. ---··-··:-r:::'.,.,···,.. ...... -.-··~--· '\--/'. ,V~. , -----":J lJ\~...,.,i b: ~. ~ ; "r .... '1"'1~ \-_-,..,-_____ '-.u~ .... ~ ..... l. "".... ,t: /f .... ;. /0 .,.,. ~f , 'r~".'lJc lAC' .. "' Da&D ~_,; Wl."S. " It. , .. _nJ4 Ie .... q Ie S.,. trw W ~ 1/" 4#W',' i ,.,,61 ";.,,,..,., .-14. _ ,..,.. ",. r. , •. 14 ... r/, .~ , .' ~-"."''''f ,. ~ OIl ,,,,, !.t, ".41 U ,. It r. .. , •. w, 6Zcm , .. -' W. III' lilt • ., .... II' .Ull ~ It#! , GurrttJ ,~ .--/'1'. 'i./ ., j..,.. ·eIl.Jv.. ,Iu /## r/ ... .,f. ,.-4 ....... _,..." ... --.., .~ .. Ii'i~".,.,cn., • .",. ,~,~ __ " . .,u , ... 1. "M s.b ''',.,14 "~ • ...,,. ~;4"'" __ , To • .t",. s. p ... " ... .t ,1 .. a'6!'Ijj III OM .•• " If ..., ... \0-, fI.# r...... ....... , ......... "' .. ..u /r,'1, ., •• ~ •.. ·1 ~ .• ~r 6, .. ,'~ •• _ ... i ta,," .. ~.Ul • .,,. "f., .. " .••• ,'u,. S , " ........ '" ....... ' I .• , ... r".td ,"',,. ,~",\ I" "., • ''''14 " "1 'II IO~. 1#111" "1/4 Jjll .1, /',#1: {. ,·.··'.4'" "."",1' k.II .. .,. , .. ,.. •• , ' •. ~. Ir r. 1 c.", S4IOl • 1/,', , I I .. II,'" ,o, It,' ,',. " ,', , .. " ,-( .. , .. .. '." I JOl NT MA INTENANCE AGREEMENT THIS JlCREntENT is made and entered Into this L day of Deccmoer. 1978. between Raymond P. Bomer. acting in respect t~ his separate pronerty, as owner or real property rlescrihed as follows: The South 92.Q7 feet of the North 297.97 feet of ~he West 240 feet of the East 260 feet of the South half of the Northwest qllarter of thE' Southeast ouarter of the Northeast Quarter of section 15, township 23 North 5 East, W.M., in Kjng County, Washington; Together with easement for rORrlway Over and acro~s the South IS feet of the North 312.97 feet of the West 120 feet nf the Ea~t 140 feet nf the South half of the Northw~5t Qu~rter of the SouthE'~st ouarter 0f the Northwe~t Quarter of section 15, Township 23 North, Range 5 East, I·!.M., in King County, Washinp.ton. and Douglas Scherer and Charlene Scherer, husband and wife, dS owners or the real i"operty descri bed as fol lows: The South 1/2 of the Northwest Quarter of the Southeast nuarter of the Northwest Quarter or ~ectlun I' tQwn~h'p 23, North range 5 East Willarnette in King County, \oIashin,gton. Except the North 95 feet of the East ~30 feet; except the South 9?.Q7 feet of the North 297.97 feet of the East 260 feet; ~xcept South 110 feet of the North 70~ feet of the East ?60 feet; except [he East 20 feet thereof conveyed tn Kinp County, Washington for road by need recorded under Auditor's file nUMber -17QS214. WHEREAS, t~e real property described above includes an easement f('r mutual rO:ldway purposes which the parties hereto de,;jre ·to Maintain for their joint uses, NOW, THEREFORE, the unrlersigned parties do hereby agr('e to each bear one-hal f of tl,e reasonable cost of maint;lining the existi.ng roadway over the naid casement, providing, however, that no costs shall t, incurred by either party without prior notice to the other pa rty; and these parti es f'Hther I'Igr<'c that the cosl of paving nr hl'lrri-slI,-facing the roadway shllll be 'he sole life I! Ii 54 Mf '?~ • • obligation of the party making such improvements unless a separate agreement is made between ~he parties, providing, however, that if the entire roadway is paved, then each party shall bear one-half of ~h~ r~a~on~bl~ t6~t 6f m~lnt~l"ln~ th~ roadway in its th~n existing condition. STATE OF WASHINGTON COUNTY OF KING ss. On this day personally appeared before me Raymond P. Bomer to me known to the ;ndividual descrihed in and who executed the. wi thin and foregoing instrument and acknowledged lha •. :,(,. signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ~ day of December, 1978. STATE Of WASHINGTON S5. COUNTY OJ." KING ,-2~L,l -[';" --;::)._~{ " . NOTARY PUBU C in and for tho;, Sta te ;. of Washington residing at S~att!~ •. On this day personally 2ppeared before me Douglas Scherer and Charlene Scherer to me known to br the il.dividuals described in and who executec the within and foregoing instrument and acknowledged that they signed the same as their free 3nd vOluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this /~ -11-day of December, 19711. ----;-, / -,-;-/ ~::" : .-~......;_" .. c,..._ {-1 ..>-e-il!----",~ NOTARY P'fu!LlC in and for -Ii e -Stat:f<: of Washington residing a.'t: Se8"tpe. , ~ \ " "I $Li41 \ , ~ ~ l ~ ~ ~ 1 "i ~ \'i ~ ~ ~I ~ ~ ~ ! ~ l! .. ~ ~~ ~ ... ~ , ~ ~ ~ " ~ ~ 1:! ~ ~ i ~ i 'I; '\ "I t ~ '\ , , • ~ 'I ~ ~ , " .. } ~ ~ .. .. "I .~ • It ~ ~ , . l ~ ... ~ \. .. , '" ~ ~ ~ "'( .... " " " , ~'" 'It '\ " . .. .., '" "'!. I< ~~ ~ t ... ... " ~ "'II " .. " " " ; ... t ...; ~~ ~ " "-01 .; .. ~' i:: ., ~ " ~ '~ " !Ii ~ '" ~ ~ ~~ ~ ~ ~ ~' ~ IP' , " .. 1-~ , " , 'I. ~ "'I. 'I. 'I. 'I. .. '.! " " , , , " " .... .. I ~ ~ '!':!!~~~'l ... : ... ... ~ 2Z~~~~~~V:2Z~~~".~ ~," , ~ ~ .' -'>!: :w.;------t,: t:.", , .,: ,,::,: ':':, ,dL~/~r,#~,~" ':~-~,_ -"-~~ ~ ___ .-::: ~:' ~~;;;~"Jt1-'t.:~M<'~~,-"-~"-,, { ~ IIQ ----Y-~~~~~~~r.,~-~-:·~-~-:~~-~·K.-~-~~~-#-~-,S~,-#·~-~-~~-----'---~~~~'~~~'~~'I~~J.~~~'~~'~~~------~~~--~~--'~~-~·~-'-~·~-'-I.-,6--'~~~ 'll ~ z,,. US' 1.1$' .. EAVE tJETAIL /'. /,,~ LtCA1 p!scurTln,,, ftw South Mlf of the lIort~c .,aartft .f CM louche.n ..-Cft of the ... rt .... c quarter ot leeUCIII U, ta..at.tp U Io!'th, .... , E •• C, VoII" la I1q Counc" V •• hi".tCIII, DCT.PT the ... rth tS tHt .f tM Eo.t "0 f •• t; nafT the South n,'7 tut of the Ionh 297.97 f .. t .f eM hit 260 footl Oent the ..... th no f .. t .f the .. nh lOS 'Ole of the '.oee 160 fuc, ' DcrPf thl , •• t JO '_e Ct. ...... f --red to '11". Counc" .... bl .. t_ e." .- ., _" .--....., .-dft .... U.r·. ru. lII80bft 17'1214. .... " " tulJl'Ct 10 .... _C to~ ro .... , _r ... _ •• the South U fOlt of thl ... nh '12,97 foot ot tM ..... t uO,t~,ot eM Ea.t Uti , .. t of the South half .f the llan'-It Ip>Ol'tn .f the Soutb •• t ... rtn 01 the Io~t'-ot quart.~ of ,,',, ' 'oni .. 'S, ,_.ld.p U IIonh, ..... , Eolt, Voll., ,. U .. c-t" Wolhi..,.t., .;J;:!:~ i , r ,.,.-,.... ." 7 ,tI!Ar ,'MI'" -'" #;~ -..I. ------~~------~---- 9;\n )\}AOCJJ-, ;}],' i t. \..1 , \ A Nlr/IJN "', NW.~I IL'&' H, r. r3 K,. ~,S £~ w'M., ~NG t"N'N~ W.4.S/IIN677N 1V_0II'1 CllIfIIOtCAfI ---_._-.... _-.. ---_ .. _ .... _--...... _.. 4fl'U4f HH«.c: .. 6T4'N'T , .. ilL- /4H)r$:'., _ .. _---... _--------, .. _-._-_& .. _--_ .. _--._-- ... _" hHle e M1t?m .... _._--- -------111'-------~--... ""..,..-,:~:;;;>- ........ :t ,<..:.: c: I.: : ... -" Lu , -, ~ c:: ~ I j I I I 1 .. 1 1 'l j 1 1 1 • i :f ., 1 , :! !. . 1 t 1.11 o-f C':::) .,- -:;--iG ~ .. j ::1 -- CERTflCATE r. the c:-;::;:rsigned, ~ Clerk of the City of Renton, Wazhlngton, c.ertify tbat this Is a true and correct copy "':_ .... ~~ ..... ~ ...... __ _ Subscribed and Seal~IfUi~~day Clll Qf ~N, WASHINGTON ORDrNANCE NO. 4612 All cmDIRAH'CE OF TBB CI'l'! OF RENTOR, WASIlIBClfQI1', BSTDLISBx:RG AH ASSESSJIBI1"l' DJ:STRl:CT POR SAIIIrl'ARY SBIIER. SERVICE m A POltTX01Il OP THE SOUTH Hl:GlILANDS, BBA'l'BD DotIBS. AND DPLBWOOJ) SUB-BASINS AlU) KSTABLJ:SBDIG TBB AIIOUJIT OJ' '!'BE CBAllGB UPON COlm'ECTJ:ON' TO "l'Im J'AC:tL:IT:IXS. THE CITY COUNCIL OP THE CITY OP RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SBCtIQN I. There is hereby created a Sanitary Sewer Service Special Assessment District.for the area served by the Bast Renton Sanitary Sewer Intercepto~ in the northeast quadrant of the City of Renton and a portion of its urban growth area within unincorporated King County, which area is ,more' particul'arly described in Exhibit "AN attached hereto. A map of the service area is attached as Exhibit "B.N The recording of this document is to provide notification of potential connection and incerest charges. While this connection charge may be paid at any time, the I City does not require payment until. such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district . SECTION II . Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties ~ c!. it -.- i i ~ ;>I: ..... ~ i ... < ~ i 8 ..." ~ t ~ ~ .-f !&J 8 i r J. I t ,~ t -; } . f ,. !, 1 I II I ... I~ i CD ! '.~ I I I I • i 1 :. 1 ORDINANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a unit charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "A" and which boundary is shown on the 'mz.p attaChed as Exhibit "B." SBCTIOB XII. In addition to· the afore stated charges, there shall be a charge of 4.11% per annum added to the Per Unit Charge. The. interest charge shall accrue for no more t.han ten (10) years from the date this ordinance becomes effective. Interest charges will h~ ~imp19 intQr@st and not compouna ln~e~e~~. SECTrON IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE. CITY COUNCIL this lQth day of __ ~J~u=n=e~~ __ L 1996. 2 , ...•. OItDINANCE 4612 APPROVED BY THE MAYOR this 10th day of _J_u_n~ ____ , 199~. Jes~anner, Mayor APpro~as to fo:nn: oC~~~Q'- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:S/20/96:as. 'i ~ ~ .. >I it J .. t 1 3 'I ~ ~ I J ! i I • 1 l 1 'J 'j , • J I I J 1 .. ,L ._JW."""(!' •• ~. Exhibit A LEGAL DESCRIPTION OF THE sPEtlAL A§§~§~U~,,", DlgmlCT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8. 9. 10. 11. 14. 15. 16. 17.21 and 22 all in Township 23N. Range 5E W.M. inKing County. Washington Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8. Township 23N. Range 5E W.M. ~ East of the East right-of-way line of SR-405 and South of the following describecnJne: ~ at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerl1ne of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast ~ of said Section 8; thence West along said North line to the East right-of-way Une of SR-405 and the terminus of sald line. , Section 9, Township 23N, Range 5E W.M. All of that portion of Section 9. Township 23N. Range 5E W.M.lyJng South and East of the following described line: Beginning on the centerline orNE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its interSection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1A of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along' said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range SE' W.M. All of that portion of Section 10. TownsWp 23N. Range 58 W.M.1ying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South ~ of the North 1h of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the Norili line .of the Southeast ~ of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tennJnus of said line. ' F:\OATA\Ilf/(\I~.g1WlZ'flEV!$EDSAl)LEQALdoc: I 1 j 1 Legal Description of the Speci121 Assessment District fgr the City 0[ Renton -East Renton Interceptor Section 11, Township 23N, Range SE W.M. All of the Southwest ~ of Section 11. TownshIp 23N. Range 5E W.M.. Section 14, TownshIp 23N, Range SE W.M. Page2of3 All of that portion of Section 14. Township 23N. Range 5E. W.M. descnbed as follows: All of the Northwest 1A of said section. together with the Southwest ~ of said section, except the South ~ of the Southeast IA of said Southwest JA and except the plat of McIntire Homesites and ~ of streets adjacent as recorded in the Book of Plats. Volume 58. Page 82. Records of King County. WashJngton. and except the South 151.55 feet o(the East 239.435 feet of Tract 6. Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52. Records of King County. Washington, less ~ of the street abutting said portion of Tract 6, Block 1. and less Tract 6, Block 2 of said Cedar River Five Acre Tracts. less lh of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less Ih the street adjacent to said portion of Tract 5. Block 2. Section 15, Township 23N, RangeSE W.M. All of that portion of Section 15, TOWship 23N, Range SE. W.M .• except the Southwest 1,4 of the Southwest l.4 of the Southwest ~ of said section. Section 16, Township 23Nr Range SE W.M. All of that portion of Section 16, Township 23N. Range 5E W.M .• except that portion of the Southeast III of the Southeast 1A. of the said Section 16ly:ing East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39. page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast JA of the Southeast ~ of the said Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR-169 (Maple Valley Highway), Section 17, Township 23N, Range SE W.M. All of that portion of Section 17. Township 23N. Range 5E W.M .• lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying Legal Description of the Spedtzl Assessment District for the City of Renton -EJist Renton Interceptor Page 3 0(3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21 J Township 23N, Range 5E W.M. All that portion of Section 21. Township 23N. R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley HJghway) and West of the .East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats. volume 39. page 39. Records of Ring County. Washington. Section 22, Township 23M, Range SE W.M. All of that portion of Section 22. Township 23N. Range SE W.M. described as follows: All of the Northwest 1A of the Northeast 1A of said Section 22 lying Northerly of the Southerly Hoe of the Plat of Maplewood Heights as recorded in the Book of Plats. volume 78. pages 1 through 4. Records of Ring County. Washington. Together with the North 227.11 feet of the West 97.02 of the Northeast IA of the Northeast 1A of said Section 22. ! ~ ~ ,. r ~ J . :. ~ t I • i 1 I ~ I I I I , I I I ! I i ! t ~ I j .• , .·S.'· .. J • Exhibit 8· EAST RENTON INTERCEPTOR Special Assessment District Boundary e SANlTARY SEWERS + + ~/~cWorh ~ Chrisfe"'et'I,MacOnie. Vilnesld -t 20 MtSy 1996 -------City limit. lZT.Z.2J Special Assessment Distrld 11 _____________________________________________________ __ 030808000748.001 • IllUIU'",1I RlT H....I.ID ZLI. WHEN RECORDED RETURNTO CONNERHOMES COMPANY 846 • 1081'H NB BI'll.BVUB, W ASHINGfON 98004 n y~Jrn. • lUI E1979075 ~r~:B~l:.p •• 92 ••• ....... PAGE III OF liZ @ CHICAGO TITLE INSURANCE COMPANY 1--------------~~--~611~16W~BTM~iF.~iII5~6er ---.Rf~ 1110013 ,t v STATUTORY WARRANTY DEED-@ Dated AUOUsr S, 2003 THE GRANTOR Y AKOBO XIONG AND NOU U!B, HUSBAND AND WIFE for and In cODSlderabon of TEN DOllARS AND 011fBR GOOD AND V ALUABLIl CONSIDERATION In hand paul. conveys and warrants to CONNER HOMES COMPANY, A W ASHINOTON CORPORATION the follOWIng descnbed real estate situated In the County of KING Tax Account Number(s) 152305-9194-08 State of WashIngton THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 190 FEET THEREOF; AND THE NORTH 30 FEET OF THE EAST 190 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD, ALL IN SECTION 15 TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. SUBJECT TO EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN -----~~~ YAKOBOXIONG - NOULEE STATB OF WASrON COUNTY OF ~~~'~r------------- SS ON THIS ~ DAY OF AUGUST, 2003, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATB OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED YAKOBO XIONG AND NOU LEE KNOWN TO ME TO BE THE INDIVIDUAL(SJ DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED ~ ---_ ...... ,'",. ~-== -V-K..q' NOTARY SIGNATURE ;q,t-~""S'iO"'~"':\" ~ f .... ~'<> AI ~:":"lP '" PRINTED NAME ~&-...:i-~ .; :'O~ NOTAIi ~". ~ NOTARY POBLIC~ANIj FORIii STATE OF WASHIr,J31¥ --'" ! ~ ~ RESIDING AT _l .... '--..I ~ \fl', P£Jsr..1C :' 1 MY C<HIISSION PIRES ON .,4. tS 1'-a t \"'1i'~f.'.?~O~ •• ""./ ',~""'" : ".\ ~ ----"",,, ......... - NOfARY RnA O!nloo 030808000748.002 , , (030808000748.003 ! ClDCAGO TITLE INSURANCE COMPANY EXHmIT A EscrowNo 1110013 BASEMENT AND THB TERMS AND CONDITIONS THBREOF: RESERVED BY. PURPOSE AREA AFFECTED: RECORDED RECORDING NUMBER: JOB J. SULLIVAN AND GERTRUDE SULLIVAN, HIS WIFE ROAD AND UTILITIES NORTH 30 FBET OF SAID PREMISES APRIL 8, 1976 7604080089 RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BB MINBRAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USB OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESBRVED AND BXCBPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THB PURPOSB OF EXPLORING, DEVELOPING AND WORKING THB SAME RECORDING NUMBER. 192430 DBCLARATION OF CONDITIONS AND RBSTRICTIONS REGARDING ANNEXATION TO A PUBLIC WATER DISTRICT AND FORMATION OF A LOCAL IMPROVEMBNT DISTRICT RECORDED. RECORDING NUMBER MARCH 31, 1977 ·7703311046 TBRMS AND CONDITIONS OF NOTICE OF CHARGBS BY WATER, SEWBR, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966 -'-. --' -;... .' ------.:--.-.;r '. -~. . -....... ---.. ------.---.-.--------------_._-- REAL ESTATE CONTRACT 19'18 ..... loe I. SIllllftD _ 0Il'tnd1 ~ 1..1ftB, bi. wU. , ... btnIuIter aIItt tile .......... GI::al4 a. PiecqDld. aDd Sbir1.., J. PieCS1il8k1, hi. vUe .. ' .... ... , ,.' ~ ~£TB: 'ftI& .................. 18 •• .,uctaa.r •. l1li padua Ir.S to poarcbuc ,~ IIIIIIIDIr l1li foIIr.:1111 ................ _~'si ..... ".JtI.IIC:,: """ ~.""oIW"""": ne.~ i 01; ....... ~ t.be ~~t t of tIM SoQth8ut 1 ot t.he ~n '1, ---I ~:. ,;. DClPftbe "~"uo..~ .. t.a.NotJ'.ALSO t.be JrQrt,b. ao t .. t of t.be Jut 190 f"tot tu .-~.t of ~.~t~_· •. ·ScIQthwet.·l ot·t!Iie··8OGtbeut lof the JIoribft.t.l. UCEPT- the an 20 fed~ t .. Ned. l'eMI"riai _to. 0NDt.0r, biIIlM1n, nco. •• ar. -.. ~'"., "",~'~ . 1 tflr rOII4 a41JU11U •• "cmrr Mid Jor+..b 10 f .. t. AU.1a. :,~.JY'\. s.ouoa 15, 1'cIIIIIIUlp'~ 1Iartb, RIlla-5 EaR 11'. H., tESS all COIl. u4 lI1Denl.~ht8 to upl«. tor ADd a1ee t.be --J 11t.uat.e iD the C>aDV or na" ~'it.e of lI'1MnctoD • . ,t" .'~ ". " ...... !. . .• • ".,..!, .. \ ..... '.',';. ·'{·:r.,,;· ••.• " '.~-' ... ..: . .)\;:;., ",-: ,.. ........ ~' .. tIIi..-.ct _ .. ,.,.,.,., "" ....... II . ~ft ~_:: .. ~ - - - _ .. --.;; -'--.--"12,000.(4 ) DcIIIat,of ~ ..:8IZ .. ,.,......s;'_~~.-------..; -';" ------(8,000.00 ) Dolan .... ... ~ ... 'lIIIIIII*:.:~.I(".f.It ..... ---, b ..... tile ~ .................. be .... _1oIIfta: '~-t;,:;~.::~~...;-- - - - - ----~ - - - -:.. (,,0.00) Do1l.are, or .... at (~~~ .... fir before the 1't.h dirt of _,'19'18 a4 SenDV ad =/100 ,,-:r~'t1~.w)ft . . ..• ,~ .... at Parchuu" opUaD OIl or before the 7'Ul dq of each . :J ~',,~~~ar a period of t.hUV~1ft (55) .oaths, at. wb1chtia each &IUC- .' . .:>~4D~ ... ~;, ...... t vUl be au 1bIdrecl1'll1z'V aDd DO/lOO (tJ,!O.OO) Dollar. ;~ -:-.:.~.,.a~'~,.~aD, aW t.be beleMe of add parohu.' price shill. haft '~, .. """~~~~~~.'tIIII PIIrchuer turt.her ..... to lJA7 iDtereat. OD the d1111n'lhh" '. ~ ~".~.)_ p .. price at t.be zoat.e of eight-pe1'08Dt. (~) per amma troa . t.b8fth lliIrofcAPdJ. lB'l8, vb1ch htenst Ihall be dedDct.ecl tr~ each 1aIwll_t. ~t. aDd ~ .lJe1"'IIoe of ecch' plp8Dt appUe4 1a redacUaD of pr1ao1pal. All ~t8::~.,~" bernn4er 8hall be'~ at. 1M09 lS8th Aft. &B., ItIDt.OD, .~ /\~ ... ~t_ ~. ~ pla.c~. ~~ \be ~eller -r cUrect. 1D Yrltillg • .. " t. •• t.:.2;~t::,.~ ... ~ ...... ~~.; " 1,,1. ; ... ; .I~",., ••. ~·~":.l!·l'." .... l " ,P ••. ' ,q-," .. ~.!.~>~:.{~~~ .. ;1· ... ' ~-.J ',;' '.:.: '~!.~~:"'~ AD ~to be ... ;~ ... be ..... __ .iIIU-..;aboge=·:;':,:' ... :..;_:~_ .. _______________ _ oret ... 0CIIer place. die ... ..,.-"'Ie 1rItJai. .:' . -•.•. : Ita nfened 18 ID Il.!a COIItQd" -clllllel Aa..c" IIIIIl he April 7, 1m (I) on. pardaue; ~.~ ... to pq Wore ~~ all '-ad o-..a that auy u bet_ ...... Ior aDd ,1&1Ite. IImaIta ..... & DIe _ ............. ud II .., "'" __ of llIIa CODtI¥t doe purcb: ..... boa .--d pe~ of ..." _rtpee, COlltnd 01 0CIIer cac---. ft" __ pAJmat of or &Jreed 18 purcIIIM IIIbIKt to. aD)' ~_ 0: ,,"n_O'1 DOW , 11m OD aid rullll*. doe ~ qna .. ."., tile _ lido .. dt~. . (2) nr IJIQdaaM ...... _ doe ~ price II laD, paid, 18 be\) l1li balIdIa:o;t "'w aDd be .... fln placed 011 aid real ntate IaRnd .. doe .ct. cull.,... ...... IPbR Iota ~, damap b)' both 6re aDd w\Qdatona III a COlDpuI), acctplabte to the seller aad ior tile ..... btDdIt. u IaII Sa.-.. appear. aDd to pey aD premiums llIcftIOI' aad to dtllver all pollda aDd reaewalI there?f 10 the seDer. . (3) n. purdwer ar-lW .... 1aIpecdoa of MId rcaI alate boa beca ..... aDdlhat neither th. Klier DOrlail assIps allan be heki to aD)' __ rnpectlac IIIe ~ 0& ..." ImJlfOWllMIIII themll nor abaIIlbe purcbuer 01' _lIer or the UIIcu of either be beld 18 aDy _t or acne-t 10: ........ Impnftllltllll 01' npIIiJa .... l1li _t or ~ relied 011 II CODtaiaed hetda or II III wrIIIIII ud attadle4 .. U4 .... put 01 tbII COIIlnd. ..'< ... , ~}:;: '; .• h··, . .. .::':' , .' (4) n. pul'dl;1eI' _ dluardl of dania .. 10 0, doI:JvctIon 01 aD, ImproftlMD!a DOW 011 lAid .... 1 Hlate o~· be .... fter placed tb-:reoa. aad of lbe takIaa 0' AkIn II&a1e 0'..." pert ~f for ,.abllc we;.aDd.peeI tbat D" ,~JJ d&ma,e, &rsttuctloD 0' lakla, oball collllltlda • lai:an of colllidcndlaL 10 cue "')' put ,,/ lAid rcaI .stat. II ta:.n fot pIIl>ilc UK, the portioD of the coDdo1llllSt1oo ,ward mna ..... fta, pe~ of r.-.IIII a~ of ,,"'OCUMI the lime wU be p&Id to the "ller and app:1td :.~ ",yl.:~t 011 the purdlat.:/ price bad. uo'.:. tIM-_lIei .... allow the pun:baH, :0 apply aU or a portloD 01 wcb condl:mn.tlon a_rd .0 tl:~ ,.,bu!!c!IIIa: or reotora- tio. of ..." '-PrO_II ~ ~ ~ !aklac. 111 C&.le 01 damalle or cInI~ctIon lrom a rc.n inlU~ aplAst, the pro~ of IaCD II\I'Jra_.rftI&I,ml,lftcr pe,_ "III. reuollAble ... per'" of procuM' tbe ..-thall be d.vul.d to tbe ,.,.to •• Uon or rebuUdlIll of ",cit lmp-.sto -!tWa' a -...HI: diu" uo'" pun:hutr de.... that ... d procmIo .ball be pald to the .. ll:r for oppllcatlon e.1I tU . pun:toa. p.,ic. betellI. ' .. ' • (S) 'no, ad., boa cIollvtn4. _ oInei 10 &rUw. wltbln IS daYI of &:..0 dale of c1oa1nr, a pun:h ... r'1 policy of title In.uraDC1! I" .ll.dat4 fo .... or , colDlDltlDeat dbtnfor, __ by ,~. n,1e 1_ c..''''_", ""urln« the purc/.,....' to the fun Imount of We:! pwc ..... p.~ apillit .......... by :UJOD 01 -lelcct In .. 11er'1 Ulle i:' _ roil .IIIAI. II 01 I.he dlle of dop", and contalnlna no '·c~ oa-Ihaa tile fo~. I. I'rIalid !:I'Mral ftcfPl"-oppH~ In JAid polk, form; !:. !.b"~! ",''\Ie~ra~.:s ~ "" the t ...... 01 thiA cont,ut Ill. purch::lcr iI 10 ...... "' •. O. AJ 10 .. !lirh llIe ,nnv'yan'e he~run.J .. 1110 II<! ... ad. lubJecl;'" c. futr ~ coa/fIId. or _ttl UlId<!r _bIdI .lIe: 1& pwclIaMAI u.lcI ruI ateU, .uwI lilY IDOrtpv. or uther obll,.tlon ..... bkh .. !lor by Ihe. "'nlnd ...... to .,..y, """" or wh"~ !": \he purpo .. 01 UW paraXTlpiI (S) "'an br d .. mcd dtrectl In ... n.r', lill •. .,;..:, ..... ,., . ;-~. '..-.' .... : . . . .' . ,'" . :,' , . ?~l;:\::;:. ___ a -= 760408[ J9 I " ............................... -........................... . ~ft !fIC a ~11'Oi: ~ii ~fU~ ,.11 .! . !tl It! I' -. ! Ilil I I tiff i I' . , .: . tiil. I :' . I ltilti t I 'I III'erl I i.·.; IH' . I :& I.' .! ;fO·1 I ~ i ~H 'I i e tl '" f ~ • I I' tt ~tl~ i I !. I 1'1,· I ~. Ii:. Iii I 1 Ih iJ~ , I I .! I ! '1i 1 t . if .,; l ·IU IiI rfF .11 ; j ! J[ I ~I~ I ~ , i. I. liF \ • I t • PIONEER NATIONAL nn.e INSURANCE A 11COR GJMMNY DISCLOSIIE FORM (In. COUIlty Or.laaace h. UfO nqui",. the foU .... ' dbclo.ure 01' aJ' 'raatl • .,ahu fon be e.,..l.te. pl'1or to "by ia(O • bb<lla, •• r ..... to .,arch.... Thre. coptes eE each elilclo.ure or .Ittraatly • .,aly.r .ast be prepareel. 0.. copr ... 11 b. ret.lneel by the ~ctl .. Yendor; oae copy "all be nUla.eI by the pro.pecthe pud .. er. If tha Ilrolpecthe ,.rchuer .ntel'S l"~o • bln.", IJ" .... ~ to pal?"', t). ,,~a~~::l fl1~ the thbel ell"," .16 the Ilnl County l\eparaeat 01 Records .d Ittetn,It.~I"". ot~fl ' IlU ..... ~e,bd. , Y1olatl_ .." IIIIF -..lor or Yelldor' •• ,,"t 0' IICF ,1'Odden of OrdlllAnce lie. 180 • .,. r •• ult in ...... _.t of'. clYI. pellalt" t. ___ t ftot to .aceed 12SO.00 for e.ch yl"'loa. ~;Y';'7~::'_2' ,.l!P:q~!O PUBCBASER I' tbere is 110 re ..... J •• ccetl' to' Ii' ;Nbjl~·· .. altal'1' I ... er .~ltea fro. tbe .-al you are think· lnl of bayt,,'I. you _t laltaU • prhate .ewu ..,st •• IIpproYeel by the 111111 Dllltty Depart_nt of H .. lth In or"" to Wiel • house 01' ay structure _leb .,111 be used for h ... '.ltatloll. No, bulldia, peralts .• re b.ued for parceJa ""lela QRDt h.Ye .cce .. to IIpPl'Oftel ... Uc 01' &1'proY"'; arly.t ..... " .,.t.... No nanit .,i11 ". 1.laed 101' ael no ..,elc tank 'YI~ .., be located On thts parcel _Ie .. It ••• been lubjected to • peroi "dOll te.t .,ltUII olle Y'" ,dol' to &1'pllca· tlOli for. hulldlll ...... It. -Eftn if • tl •• 1Y Der..latl08 test hu be.n ..... _ perUt .,111 ;'1 h. is •• d ad DO .. 't'~ t .... SVita .. " ~c locat .. 011 thls .,nc.l If the DwpiwlWnt of Health ~ .. DOt approYe' 0. pl_ fo" ad ~royael the In.tallatloll of the prlYate .... , .,st... Before yic. ent." lato .. apH __ to purchase this pncel. yea shoald COlltact the lief' IIIaIIty Depart_nt,of He.IO to cltt.rala. 68 proceclares for IDltaUl ... printe .... er Iylt... ~ foar •• Uer.., h.Ye bd • .,.rcolaUon telt .ade _ the pucd, by • reflst.r-.. dyl1 01' unUary enrl .... " or certlflcated .ewa .. ellspo .. l sylt_ aeslper. If 10. th. .ce" the .: ollc1 us 1 0111 of til. test appen belaw. SELLER'S REPlESENTATIONS PERCOLATtO~ TEST. Seller aust co.,lete .Ither Stat ... at A or Stat .. ent I .. -.propriate. A. ", .rut'IN ... !." J,.IIt) . ' . ' . ..' i N,hurt' elvire, nnHu ... eDfl~.e" 0" certificated lewa .. dl,p"at .y.tei de.llllel'. has conducted ,ercolatloll tests on tb _ parcel: (~l Description) ~ Th. J,erc:olatlcm tat .,a. conducted on (Date) • Froa"e telta. IIY alellt CODclu-5ed _ t~.t • septlc tat .,.. tn could C6Ula 56t 6i itli tan •• _ tUI p~rcel in COafOD"C~ wlo staaduel •• et by 1111, Couit; ad In eff8ct at the date oE th. test. repre •• nt that Oe state.ellts aboy. a\~ true. ;el1e,,'s slrn&lure Dat. ii 11 i" . ". '..;. .' ~, .£' .•. ' .. ~i; :'::~: : .. ::~ ~ ' .. ' •.. t'· .. ;\~) ... -~~ •..... ':.:, ~ .. :~.:';:"~':".~~ ,. : ~ <~N:t~~~%:;':::;:·~: .;. ""t";:; ..•.. ,.. .' '. '0 .' .!.. •• ' ....... ' . . " .' , 'j ".,,,r ~' Jj~~, .v' ' "r.'... ..>' . :".,.it, _.": 4" ',,',::,". "~'.;:" ,; 4;~~II~.,tj~i.:oll2:o~1-~:.... . ...;~ .. ·:·~.;;.}:;:;;:~.;;;{..;;_rt( ... ?,;.~~ ... ;::~:~~;;~:;~\'::0,"CC_:~'-';"';"':';':';';" •.. ..;.;..:.::.;..::..:.~~ ....... "';';';'" -' -"';';: ._. -"'----...:-~ . .;;--' '-'-' .. :-~;-: .-.... ~.; ... ~ .. :: .... :,- 'C .~. o :..... • 401.·~ . .:: '. ::; .. ~~~ ~:~ '~:.~ . ~~:fr' ./.;"'. "'. ····~<t~'·!· _. __________ . __ . __ 4_· _____ ~ ___ _ -------. __ . --I h".·no bowled .. or i.fo ... atlon fro. which a d.te ... lnaUon can be .ade .. to whether a .eptic tant .,.t .. .., be IllItalled on this ~arcel. e.capt .. follows: (To be co~l.ted by .elle1). ;-:',. ~"ove are true. selier. pature BUYER'S SIGNATURE I bava read this .tate .. nt and understand its content •• Pro.pectlve Pur2haser'. slpature bate WAIVER (IN nlE ALTERJfATIY8) I ha.a read thl. dI.closure fora and understand it. content.. I waive vendor's dl.closure: o UncoDcllt lonally OR )( Upoa the coadltloa this sale will not be closed unless this' parcel is subjected to t.st which Deet. the require .. nt. of the Kin~·County napertDent of ~ /~/7Zk Date ..... -._-_._-----____ ----.... ·-·---~Wi~-·-·· .. . ----.. -~-.-... -._-.-._---...•. \. I l I I I I \ I I 1 B" .. I i f l ..... tea:,. .• ID~ ~ 1...,':1' I" 'A, .'\1 If' "'i~ 'j' ,.,J f.4f, I I,' ,/ /,:. h.1); 4~.\ , ( .. J '. 'J;" t -. ---"-'--;:;~.---' ACI'D ,~ rlUD ~ r " ,fa'", ~""") C,', .. I(I~" . ; ,It:. '.' ... ~. , .. /y, I 'J I._ I (. : ........... ,.-.. Y.'" ...... ~ ... , a 1/,- Lot _ .... I RIo'" . !2. "1-.... J (,] .,. ....... : ; -------IU~ l :" • • (.....-ne ... M .·AC' .. "· D.&D ,.... ... , rnAS,'. It .... ,..",re4 ..... " .. S.,. ,., '" ".II!" 4#Wf.f j.,."IJI,,;....,., •• fl, _,,_. /In r. ,t. i ....... '" / .. ' , .' 1_"."'. '. I. ~ ... rI" !.I, rlOIt-J U " K r.., ...... zzcnr; 1_ -' u •... , •• , II" ~ " .lwzll .., .., , ,umrl I" .....,,, .. '~ or j~. ·eI.J~ ,a, _ f/-' .." tN .. .., It -,...,J~ ....... , .",cu.t ri, rt., .. ,.., t. __ ~r'~'" fill ",.,u " ... 14 ., .. z.u f",.,,., " .. ,.,., ........ ..ti., 1M ,_. To. ~ • ,. S., "'" f .... 4 .ka~ of,,1/ lu v. ,4" If ...., .... ~. n';I ,... ......... ,.., . ...,,"' ... 4 I •.. <V •• ,. .~. .. ,I ~" ' r.., 6 .•. ,MJII •• _ ... i run" ;.u.· ... ,. ",,,,,,-t .• " "'M" S , 0.' ....... I,. ....... ' I .• _ ... , •• N ,,,",,. 'P'''~\ 'II""" .... ,.., " ", " I ,,,~,, 1#111 ~ "lid 1)11 .t, /,"1: r· '· .. ·'i., .. "."-1,, " .. J~. , ... ",. •• ' •. "." r. I (II? s.oJ • 1/:. ' I I "".'1/ I, I.. , .. '; ""'I""'.~ C I TV OF "EI;TON TEMPO~ WATER SERVICE AGREEMENT ~ ~rE J1 c.---L,? 5"", 19 7 7 ) , , ,Cc.z t..,~ K I • • owner(s) of Address NCAJ· 6:;, '\ i'.ttJ-'=~'-"()""--7ycr ........ , _, __________ Ta~ '_""'!-'-J.' h...;../J.:...~ _____ _ legall~ described as follows: ~ the North 112. of the Narth 1/2 of the South'''ef't 1 /l~ of the Southeast :::> 1/4 of t.he North',o(eat 1~ .c.xCi,PT the i::.aat 190 teS1. thereot: Also t.he t\~ra 30 f'eet of the East 190 teet. of the North J..1! of tt~ North 112 of ,Ute 30uth,~est 114 of the 10utheast 1!4 of t.bB Northwest 1 14: £XC£PT the East 20 fest. thereot tor road:subJetl:. to an easement tor road and utl11tle8~r s~ld North 30 feet: ALL in Section 15, township 23 North, RaQBB 5 Eae":" "'.!o!.; ~C~ all coal and m~19 ~nQ the rtght to ~plore for and mine the same. for lid in consideration of the ~on Water Department granttng a permit to connect a temporary water 5ervi ce andlor IIIiiiT in, . " 3D -+'\ 1/-,_ .':.'-for the above property hereby agree that no: prc.t.;:sts can be r.1ade by iriove ~art~. /lr I.--he; rs and lSS1gn5, against the constr~~n of, or assessment for a permanent watermaTn which will lIIKes5arl1y be constructed iiTl the street to serve this P"Operty. Ttts agreement shall be a co~t running with the lan1 ~d shall be binding upon all Plrties and their heirs and ~igns until the permanent ~termain to serve the above described property has been cOns:h:lcted and the assessment r~l'l or cost per property therefore certified to the City Treasurer for collection, or payment. IS WITNESS WHEREOF 1 have he~o set my hand and seal ~ day and year first above written. STATE OF WASHINGTON) )ss COIIaTV OF KING ) (SEAL) (SE "',) I~ Tc..R,e.;t L C -:,,~ a Notary Public 'T\ and for the State of J Wasnu'9t9n, rf¥ifar"9 et sEIl,nL.£. , do hereby cer~lfF that on this .. .J,:; .. -:-f,. " day Gf i4 v.y;~ • 19~, perSDaTly appeared before rne (..;.~ .... 1./, L ,:.,..: < "':"~_'_.'_' 'c-r: Li~s." .. '',.Ct· .. , ..... ;.< I .. to me kr,uwn to be the 1 ndiwTdua T (S) descfl bea he~~" and who efecuted th~ wftfiiT instrument and acknowledg!d that -rit;'::~~'r7-7L-- slgaed and sealed the same as free and vo~un~ry act and deea for the uses and purposes therein ~ent~. lilTNESS f'ly hano of official satl written., ...... .. •. -.." :0 _ .' " .. :~", t~ '0., . , l 4;': >. ., , ,'\.' " :.' "'" I, . ~':. , the d.y .nd ye" in. t:,Z "";~?! 1st ""e , /IV'...) r;< 4.:::1. lIotary Pub11l fn ina--'fOr-~ Sta7'"te-o'7f-- Washington. -resi6ng at ~ -4 - c , t j 1 ,. .. , ',JJVUWIT '1'OAIIIIEX TO THE CITY OF ~ _G:..;~;.;.· I..;;\.;.;,.:;::'.;;:t~...;,r..:...:. ':...-;'.;.' .:.;,' ;=ij--=3;.:.H:..:I:..:H~U;Y=·:...':J::"L-;P:..:.I..::l:.:.::C;..':..::' YN~·:::.:5 :::,i.:.I _____ , Ml'eiMfter peUion. fol' annex"tion to t:tIItd.ty 1iait. of Ule City of lenton, "",.hinqton, fortbe property herain deKd:III* an4 on tl.e tenq i1IDre flOlly •• t forth below. ~ ~ o 1. LecJ,,1 Deacription. ~ 1e9,,1 de.cription of u.e pcoperty to lIIhich ("") Uoucovon.ant ahAU "pply ia _fDUo",a: ("") rBeNorth 112 of t.he North 1:12 of the S:J\It.h·rlest 114 of the Southeast g l'¥4of the Nort.h· ... est 114: r-~ t.he iast 190 feet :ttereof: "LSO t.he North ~ feet of the !:.a.at J.:9Dte~t of the ~ort.h 112 a:r. the North j, 12 of the Southwest 1/4 of tBSoutheas t 1 14 of the 12Irt.hwes t 1/4: ~ t.he East 20 fget ~of for road: subject to an ease~ent torroad ~nd uttlltles o~sald North 30 feet: ALL in Section 15, 'bmahl p 23 ~orth, Range:5 .:;ast I '-II.K.: £XAPT bll coal bnd mlne~ anc the rlght to explore for and ~lne taesa:ne • 2. a.si. for covenant. ~ coven"nt to .nnex ia 9i .. o .a a condition :k1beinq peraitted to hook up~ __ .U\d water aervice fro-the City of -.con to aerve the pl'eai .... 1. puti •• 8o\&ftd. Thi.~_nt and the covenant to .nnex shall be ~ on the ovner and 411a-csons subsequently acquirinq .ny riqht, tltle :DJ'Uaterost in or to uid p~y referred to as the prelUaes, and sh'all b • .' ... . _nt runninq wi th the laDl. 4. Ti_ for Perfol'Wl&nce.. The 0""'101'&, their heirs, allCcessors or <ib~~ ;IIS, _e and covenant to siqn .:pt:ition to annex the above described premlS'!, iIItlO. the City of Renton at auGtl tiae .a the .ssessed v.1UAtion' of the aut, Jcct rcr.1:.l!!i u al ~flcient to ~ under thO! 7' method pursuant to RCW :~14.120. toqether with suahother adj~lninq o~ contiq~ .re •• s th~ Clty ,cluther petitioners aay de~.. The ovner. further A9ree, vhen so notifled 4>~the City, to prOlipUy ci%:allate .and ~xe~ut. auch Petition an4 to cOCDply witll .&l.tne requirementa of la"'~in9 suc~ annexation. It the ownera,their Paqe 1. F'SWoI' 4---..... .=- I I I J t ~ ! such utility servic ••• '-'> ~ .:::> M . 19'7· C"") .; R ,..... I ~ ·_MR.fL~ jL~;} e. <,r L~ S'I' ATE at laSH I NGTQII 55 canfty 011 IlUIG T . . On t ... da, .. ,-'I, _ .. "'or... Jz..-..t.1 ~. P ~"J'" .t' .... ,J 4-P r4~'7 .. ::k~ " to .. knoW to be the indl"iduaU.) de.cdbed in ~nd ~ vho exvcuted the within.ad foreqoift9 in.t~u.ent. and acknoWledged that they J ~ ai9ned the a_ a. the1&' f~ .. M4 V01Wltary act and deec!. far th6 UII. W I i ~' PU~PO ••• t~rein .. nti~. day of GIVEN ~r ay hADd .nd official, seal this iv, ~ ,.1977. " t \ I " r , ... -~.-... -.. -.. ~------------.---~~---------.-----~.-----.---,--------~------~ .. ~ ........ -cpu • ,L.: ,.~; I.: : ... k; .. ~ lU '-= ! ! r.t) I .j I 1 ~ 1 J I J j ! I i ~ j I / 1 I , 1 I J J 1 1 I ~ :f ., i . J f. . t :t lJ'1 ..... ~ -- -:.--~ ..., ·~::1 -. ~~" .. CERTlFICAlE I, the u:-:::i:rsigned, ~ aen of the City of RentoD, Wazhlllgton. certify that thls Is a true and correct copy of:---'-WI .... ~.&J. ..... P;-__ _ Subscribed and SeaI .. w"" __ ...... ~gl CITY OF RENTON, WASHINGTON ORD~ ~O. 4612 AN OJtDDIAlICK OP '1'BB CIn OP RENTOH. WASIIIircrl'oIr. BSTABLISBDIG All ASSESSHD"l' DISTRICT POR SABrTUY SBIIIm. SERVIa IX A POllTICDr OF 'l"BE SOOTH B:IGlILANDS, DATIIU DotIlIS, AND JaPLBWOOD S'oB-BASDlS AJ1D RSTABLXSBDm ms AJIOUB'l' Olr TIlE CHARGE UPON COl'OfECTI:ON TO "l'BB J'AC:u.XTI:ES. THE CITY COUNCIL OF THE crTY OP RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SBCtIOti x. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served· by the Bast Renton Sanitary Sewer Intercepto! in the northeast quadrant of the City of Renton and a portion of its urban growth area within .unincorporated King County, which area is more particularly described in Exhibit "A" attached hereto. A map of the service area is attached as Exhibit "B." TIle recording of this document is to provide notification of potential connection and interest charges. While this connection charge may be paid at. any time. the • City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way· change hi;Ulds without triggering the requirement, by the City, of payment of the charges associated with tbis district. SBCTION II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties ~ b ~ -~ i ~ ~ ..... ~ ,.., ~ .... -< ~ I 8 -.J !i f <"? .~ ~ i:i ~ r :5 t f • ~ I f t ~ ~ ,. ~;. t ~ . i I I ... II i CD ! .0') I I I • l ~ · ·1 • 1 t ., f ORDiN~ 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor I as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a Wlit charge of $0.069 per square foot of property. Those properties included within this special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "An and which boundary is shown on the 'm.?_P attached as Exhibit "B." SECTIQIJ II I. In addition to· the afore stated charges I there shall be a charge of 4.ll%-per annum added to the Per Unit Charge. The. interest charge shall accrue for no more t.han ten (-10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE. CITY COUNCIL this il.th day of_-,J,,-,u~n~e:.....-~_.L._ 1996. 2 ORDINANCE 4612' APPROVED BY THE MAYOR this 10th day of _J_u_n_e _____ , 1996. Jas e Tanner, Mayor Appro~a6 to form: '. of~~~Qt- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. I i ~ } 1 ~ '. ~ ;t I f. • 1 3 :, i i J .! I I 1 l 1 I :1 • • I / 1 • Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISmlCT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10. 11. 14. 15. 16. 17,21 and 22 an in Township 23N. Range 5E W.M. in King County. Washington L Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8, Township 23N. Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following descrlbecfline: Beginning at the intersection of the East line of said Section 8 wJth the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast IA of said Section 8: thence West along said North line to the East rigbt-of-way line of SR-405 and the terminus of saJd line . . Section 9, Township 23N, Range 5E W.M. AlI of that portion of Section 9. Township 23N. Range 5E W.M. lying South and East of the following described line: Beginning on the centerline orNE 7th Street at its intersectlon with the centerline of Edmonds Avenu~ NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast ~ of said Section 9: thence East along said South llne to its intersection with the centerline of Redmond Avenue NE: thence Northerly along said centerline to its Intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, TownShip 23N, Range 5E· W.M. AlI of that portion of Section 10. Township 23N. Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North lJne of the South Y.2 of the North lh of said Section 10; thence East along -said North line to its intersection with the centerline of 142nd Avenue SE: thence Southerly along said centerline to its intersection with the North line,of the Southeast lA of said Section 10: thence East along said North line to its intersection with the East line of said Section 10 and the tennlnus of said line . · I I I t l i Legal Description of the SpeciIll Assessment District for the City of Renton -East Renton Interceptor Section 11, Township 23N, Range 5E W.M. All of the Southwest ~ of Section 11. Township ~3N. Range 5E W.M.. Section 14, Township 23N, Ran~ SE W.M. Page 20/3 All of that portion of Section 14. Township 23N. Range 5E. W.M. descnbed as fu&~: . All of the Northwest 1A of said section. together with the Southwest ~ of said section. except the South Ml of the Southeast ~ of said Southwest lA and except the plat of McIntire Homesltes and ~ of streets adjacent as recorded hl the Book of Plats. Volume 58. page 82. Records of King County. Washington, and except the South 151.55 feet of the. East 239.435 feet of Tract 6. B10ck 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats. Volume 16, Page 52. Records of King County. Washington, less ~ of the street abutting said portion of Tract 6, Block I, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts. less lh of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East ISO feet of Tract 5. Block 2 of said Cedar River Five Acre Tracts and less Ih the street adjacent to said portion of Tract 5. Block 2. Section 15, Township 23N, Range SE W.M. All of that portion of Section 15, Township 23N. Range SE. W.M .. except the Southwest lA of the Southwest ~ of the Southwest ¥l of said section. Section 16, Township 23N, RangeSE W.M. All of that portion of Section 16, Township 23N. Range 5E W.M .• except that portion of the Southeast 1,4 of the Southeast ~ of the said Section 16 lying East of the East line of the Plat of Maplewood Division No.2 as recorded in the Book of Plats Volume 39, page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast JA of the Southeast v.. of the said Section 16 and except that portion of said section lying Southerly o,f the Northerly light-of-way line ofSR-169 (Maple Valley Highway). . Section 17, Township 23N. Range SE W.M • .All of that portion of Section 17. Township 23N. Range 5E W.M .• lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of·way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying Legal Description of the Special Assessment District for the City o/Rentcm -East Renton In1erceptor Page3of3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21. Township 23N. R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats. volume 39. page 39. Records of King County. Washington. Section 22, Township 23M, Range SE W.M. All of that portion of Section 22. Township 23N. Range 5E W.M. described as follows: All of the Northwest JA of the Northeast ~ of said Section 22 lymg NortherJ:y of the Southerly line of the Plat of Maplewood Heights as recorded in the Book Of Plats. volume 78. pages 1 through 4. Records of King County. Washington. Together with the North 227.11 feet of the West 97.02 of the Northeast 'A of the Northeast 1A of saJd Section 22. Exhibit B· -EAST RENTON tNTERCEPTOR Special As~essment District Boundary -1:24,000 e SANJTARY SEWERS + + Plannin;/B~c worla • c:lw-iste".en,MacOnie, Vi.".,~i ~ 20 May 1996 -------City limit. lZT....T.2J Speci~ Assessment Distrid l ! j ~ 11-------------------------------------------------- , 20030808000749.001 WHEN RECORDED RETURN TO: Yakobo Xiong 13405 138'" Ave SE Renton, WA 98059 III CI IfG~no--' L ",'" CO RE~:l( ,'6cni)s -10 Document Title: DEED OF TRUST U Grantor: Conner Homes Company, a Washmgton corporation Grantee: Yakobo XIong and Nou Lee, mamed persons Legal Description: Abbreviated Legal Description: A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15-23-5 Foil Legal Description: See ExhIbIt A attached Assessor's Tax Parcel No.: 1523059194 Reference Nos. of Documents Released or Assigned: N/A DEED OF TRUST THIS DEED OF TRUST, made thts r day of ~~ & ,2003, between . Conner Homes Company, a Washmgton corporatIon (flGTaIlt "), whose address IS 846 108th NE, Bellevue, ViA 98004, ChIcago TItle Insurance Company, ("Trustee"), whose address IS 10500 NE 8th, Swte 1760, Bellevue, WA 98004, and Yakobo XIong and Nou Lee, mamed persons ("Beneficlary"), whose address IS 13405 138th Ave SE Renton, WA 98059. WITNESSETII Grantor hereby bargams, sells, and conveys to Trustee in trust, WIth power of sale, the property located m Kmg County, WashIngton, and legally descnbed on attached ExhIbIt A, whIch real property IS not used pnncipally for agncultural or farmmg purposes, together WIth all the tenements, heremtaments, and appurtenances now or hereafter thereunto belongmg or In any WIse appertammg, and the rents, Issues, and profits thereof. ThIS deed IS for the purpose of secunng performance of each agreement of Grantor herem contamed, and payment ofthe sum of$230,000 subject to the possIbIhty of pre- payment m accordance With the terms of a promISSOry note of even date herewIth, payable to BenefiCIary or order, and made by Grantor, and all renewals, modIfications, and DEED OF ThUST - 1 - 20030808000749.002 extensIons thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any oftherr successors or asSigns, together WIth mterest thereon at such rate as shall be agreed upon. To protect the secunty of thIS Deed of Trust, Grantor covenants and agrees: I. To keep the property m good condItIon and repmr, to permit no waste thereof, to complete any buIldmg, structure, or Improvement bemg bUIlt or about to be budt thereon; to restore promptly any bUIldIng, structure, or Improvement thereon which may be damaged or destroyed; and to comply With all laws, ordInances, regulations, covenants, condItions, and restrIctions affecting the property. The home WIll not to be removed from property and the home WIll be kept m good repaIrs WIth no structural changes until BenefiCIary IS pmd m full or Grantor obtaIns cleanng and gradIng approval from the City of Renton 2 To pay before delInquent all lawful taxes and assessments upon the property; and to keep the property free and clear of all other charges, hens, or encumbrances Impmrmg the seemty ofthts Deed of Trust 3 To defend any action or proceeding purporting to affect the secunty hereof or the nghts or powers of Beneficiary or Trustee, and to pay all costs and expenses, IncludIng cost of title search and attorney's fees m a reasonable amount, m any such action or proceedIng, and In any SUIt brought by BenefiCIary to foreclose thIs Deed of Trust 4. To pay all costs, fees, and expenses In connection WIth this Deed of Trust, mcludIng the expenses of the Trustee mcurred m enforcing the oblIgation secured hereby and Trustee's and attorney's fees actually mcurred, as prOVIded by statute. 5. Should Grantor fml to pay when due any taxes, assessments, Insurance prerruums, hens, encumbrances, or other charges against the property herem3bove descnbed, BenefiCiary may pay the same, and the amount so pmd, WIth mterest at the rate set forth m the note secured hereby, shall be added to and become a part of the debt secured m this Deed of Trust IT IS MUTUALLY AGREED THAT. 1 In the event any portion of the property IS taken or damaged m an emment domam proceedmg, the enttre amount of the award or such portIon as may be necessary to fully sattsfy 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 WaIve Its nght to requIre prompt payment when due of all other sums so secured or to declare default for fallure to pay DEED OF TRUST - 2 3 The Trustee shall reconvey all or any part of the property covered by thts Deed of Trust to the person en1ltled thereto, on wntten request of the Grantor and the Beneficiary, or upon satisfaction of the obhgation secured and wntten request for reconveyance made by the BeneficIary or the person entItled thereto. 20030808000749.003 4 Upon default by Grantor m the payment of any mdebtedness secured hereby or m the perfonnance of any agreement contamed herem, all sums secured hereby shall unmedlately become due and payable at the option of the BenefiCIary. In such event and upon wntten request of Beneficiary, Trustee shall sell the trust property, In accordance with the Deed of Trust Act of the State ofWashmgton, at pubhc auction to the hIghest bIdder. Any person except Trustee may bid at Trustee's sale. Trustee shall apply the proceeds of the sale as follows: (a) to the expense of the sale, Includmg a reasonable trustee's fee and attorney's fee, (b) to the oblIgation secured by thts Deed of Trust; and (c) the surplus, Ifany, shall be dIstnbuted to the persons entitled thereto 5 Trustee shall delIver to the purchaser at the sale Its deed, Without warranty, whIch shall convey to the purchaser the mterest m the property whIch Grantor had or had the power to convey at the tlme of hIs execution of thts Deed of Trust, and such as he may have acqwred thereafter Trustee's deed shall reCIte the facts shOWing that the sale was conducted In complIance WIth all the reqwrements oflaw and ofthts Deed of Trust, whIch recItal shall be pnma faCie eVIdence of such comphance and conclUSIve eVIdence thereof In favor of bona fide purchaser and encumbrancers for value. 6 The power of sale conferred by thts Deed of Trust and by the Deed of Trust act of the State ofWashmgton IS not an exclUSIve remedy; BenefiCiary may cause thts Deed of Trust to be foreclosed as a mortgage. 7. In the event of death, InCapacIty, disabilIty, or resignation of Trustee, . BenefiCiary may apPOInt m wntIng a successor trustee, and upon the recording of such appoIntment In the mortgage records of the county In whIch thts Deed of Trust is recorded, the successor trustee shall be vested WIth all powers of the ongInal trustee. The trustee IS not obbgated to notify any party hereto of pending sale under any other Deed of Trust or of an action or proceedIng In whIch Grantor, Trustee, or BenefiCIary shall be a party unless such action or proceedIng IS brought by the Trustee. DEED OF TRUST - 3 i 20030808000749.004 8 ThIS Deed of Trust appbes to, mures to the benefit of, and IS being m not only on the partIes hereto, but on then heIrs, deVlsees, legatees, admlfllstrators, executors, and asSlgnS The tenn BeneficIary shall mean the holder and owner of the note secured hereby, whether or not named as BeneficIary herem GRANTOR: STATE OF WASHINGTON ) ) ss. COUNTY OF IL"V\~ ) On tlns 1-~ day of ~+ . .2003, before me, the undersIgned, a Notary Pubhc In and for the c~te of Was n. duly comnussloned and swo~nallY ~peared C WA( I£s E D y\\,)e (" • lmown to me to be the S ,Gte lA...f of Comer Homes Company, the corporation that executed the foregomg mstrument, and aclmowledged the saId mstrument to be the free and voluntary act and deed of s81d corporaflon, for the purposes therem mentloned, and on oath stated that he was authonzed to execute s81d mstrument I certlfy that I lmow or have satisfactory eVldence that the person appeanng before me . and makmg tlns aclmowledgment IS the person whose true SIgnature appears on tlns document WITNESS my hand and officIal seal hereto affixed the day and year In the certificate above wntten. __ ............ ",'\ ~ ~ ----M. J0l(. '\, -m ;-,c:,~.,., .. " .• ~t\" . ,.. v .··~S\ON~". v· " ~_--=:::>".o:..:...~_'\..J.=,,...._---= __ ~~-==-=;......:,., ...... ~ .. '~ +.0'. I, SIgnature ", • .:t ~', 1. :0 ~OTAR~ ~.~ , ~ :0 -(J): ~ ~ ~ PUsUC : ~ "~'" ... ~ " '·,!1~19-0~.·' ,:' -, ..... ..... .:' \\\ OFW _..:" \"", ........ --- PnntName NOTARY PUBLIC m and for the State of WashIngton. resIdmg at fe~~ My commISSIon exprresll~ DEED OF TRUST -4 I CHICAGO TITLE INSURANCE COMPANY EXHIBIT A LEGAL DESCRIPTION The land referred to IS Situated m the Slate ofWashmgton, County of KING as follows :'. 20030808000749.005 ",.; Escrow No 1110013 , and IS descnbed THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 190 FEET THEREOF; AND THE NORTH 30 FEET OF THE EAST 190 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; ALL IN SECTION 15 TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON ..... ___ ~ _ .. -~ .. _._ ... _~ __ ._ . _/.~" ~,-_.'h."_"'.v __ ~.""-"""'_~'. ," ,~,',A,·,',:'_-,:,'., •. "",."" .• --~.~. ---:.:...~:=t ... f'::r~~~.: .. ~~_:-.~ .. ~~'"t! SHORT PLAT NO' _..271!£.. _' __ ":-" ' 1.0.. $.-i.s-T.-.2J-R.--s-KI'4G COUNT,"', WAS H ! HaT 0 ... : = ./ T.~is spilce reserved for APPROIIAl record('r'/I usc -'epartJllent of Planning and Coinmwtity oeveJo~Jt', Bu11dlDg and Land Develo~t Divi . on EZ/JmintJd and apFroved thi3 ..l.L day of ___ ~:-~ __ t:JI/~r:--, lL /' r -, ' &anilger, Building • La~d Develo~nt Division De:-artlllent ot Publ~c florks J E,."mJned and approved this k da~ of ~f: '------~ ,19.22- riled for record at the ~~. req'!C3t of: /" ~..... -_____ _ Dir~-' ~. ----Clar. Hngarm,n, N<I".,' Return to: Examined and approved this ___ .... 9 ___ _ ",E '1'1 c.-( NW '/'-I 15 -~3-06 dal} of .'97 ? LEG>\!. DESCRIPTION 1.5«305' ,90.38 T<7l'At: The South t or the S.W. i ~ the H.E. t or the If.V. t or Section 15, Less County !?ar'Jd . Tp2JH, R5E; YM les~ tl!e We::t 7 .. 5 ft. !=::-:~=id:' 3-w!:ijoot tu mineral &. coal reservations recorded under Auditors file #19243D Lot 1: The V 16.9.5' of the South t of t}u, S.V. t of the N.E. t or the N;-W. t of Section 15, Tp2Jll, R5E, \1M less the West 7.5 tt. tor road. Subj act to end together v.l.th e8sllllents f,r ingress ;:::-..;! egress and utilities cvp.r, under and aorOBII the ea3t 22.5 :ft. or the \.lest jO .!"t. ,thereot. Also subject to ~,1t188 over, UDder end seross the North JO ft. or ssid South t, e..-cept tJw, East JO, ft. of 3a1d t. Uap Oil File In Vault F:.g/J J of ..!- r~ '/ i i , ';-~.'·J:%~U . f~': "-. , " ".' .. I :;::;, :. : :.' .; .". , .. :~' Lot. 2:"11 r.' the Vat t at t.he~"'.ot tbs. S.V. i of th .. B.B. i , ',:,'" , " ..: .:: ': ',: -;\:·i:~~,:'· .;:~ .. ~~;A:::/::~::··~.~ S,:', '. : .. ';·:;;'l·i.~~::: .~ , .,':. , ',' " . , . ~ the B.,,". i 0: Section 1',1'}23B, asJ, lM INS the Weat ... : ,':.'1, .,,:'-:;.>'.' c,:':',:/:. ·.:~~':·~··\~f'-:// ','" '.: .. ~:.. . . '. 169.5 it. ~'. SubJect'toillDd topth. ldth aD .. .MiDt tor "'-1ngroO",. and egresa aDd~t.1~<wer,~~ 'aDd s:rOS8 ihe Borth 30 tt ~ said South t except the lIMt 169.,5 ft. IDd except the Eaat' JO n thereot. Lc.t 3, The North t of the East ... at tbeSouth ... ot tbe S.V. i or the ~ .B. t or the li. V. i c£ Section IS, Tp23B, BSB, \1M less the Eaat ]0 ft. tor count)-road.' Subject to &rl easement tor ~s and egress and uUl1t.iea 7V8Z', uDder I)Dd BCl'tiOS the Borth 30 ft. ot the East t of the said SOut.1s t. Except the Ea~t}O tt~ tb.tJreot. Lot 4i:~ All or ite F.~t * or the ~~'f~ the S.V. t at the B.E. t ot thal.V. t of Section 15, Tp23B, BSI,--\Ii. ExOeptthe Borth ... aDd &tst 30 f·~. tor count)-road. ' .. ' , .::: . .':'- _..,...---._-----.----.--.....:..··-----·----------...:.-~...-..".:----it::0 Short n!lt No. Page _ Lor ~ :~\ 0·' , ., " .. /. tt) , l... • ~ 'I lit , I ~ ~ I ~ ~ I Ii MicbaelHampabire 520 Wella AvA. N. i ~ ~ ~ ~ ~~, "l~ ~~~ \~ ~~. ,~ -.'" ~ ~ .'>\ Renton, Wlah. 98055 235--0525 .... ~ ~ a~ .~ .. ~. ~ IP,~ [lJ ~l...i~ \' ~~ ~~ ~~ S!lid essements to be JU1Dt~ed, repaired Map en rile in Val'" and/or rebullt by' the ovnel'S o~ the parcels ---t bllving legal ecC88S therefrom and their heirs, ess1gns or SUt;Ct'l!80rs, tmless and until such romectJon:""77 ___ _ are improved to lting r.ountJ Standards and 1Il"'J LL.. dedllJated and accepted br King C"unty for mnintenance. Scale: I":> /00' ,.« ••• = o "OD NO;_.L./-,7-,9"-L1-,4w3~ ___ _ \~·"'f:~·:'· ;~;Y~.~f.··:'''~ ,~,:~, ;, .. :~ ;',' ',,, ~ " f.,.,:: .. ~, , f . r. " ff ~. ri;~; .... . " ..... f:' ~~ ;: . ~ .~. ,. ....... -""'.---. -..... . . ....,. .............. -........ _--:~ ' ... ~:-.-.. -----. ~ .... ~~.:..::y'.1*~ .. .::""'s~ .. ·:.:..-:.~;~.::·.~__:..;..: ... :: .. :.~·~·\:·~~:i:l.::; . . -"., .. , ..... COVEN~5, CONuITIOtlS, ANDIU:STRICTIONS RUNNING WITH 'Tri:&~;' ;.1:;,::, pri va;e;~:~t~:J th~ou~n9~ ~ ~s d~s~~~~!~4~:d t~~o:~!~:'~~!::y ~ia:preben-' sive, plan as a "local access street or road" and in acc~rdaDce-•• j~b tbe staDdards,tberein, may be required for future County street~ road, or thoroughfare. 1. The owner, his grantee~and 'assigns, hereby agree ' to de~icatc Tract(~) A Q))~\ "J to King County for 11ght-of-wayand~tr::: -pprposes, at sucb time as said Tract(s) 4 Gi M, Y ""/are nee~d for th~e purposes. A Deedconveying Tract(s)-," ,6)\0 l. ~o ICing County shall be executeH by tbe owner, his grantees .. 'and assigns, and sball be deli- vered to King CoUDty upon demand. 2. The owner, his grantees and assigns, bere~y agree(s) to participate in, and!or not oppose or protest, tbe formation of a CouDty Road Improvement District (CRID) pursuant to ~CW 36.88 or any Road Improve~nt project saDctioned J1YJtig,',:county whicb is.de,signedto tmpi'ove Tract'(s) X\;l.. -.-::"-,, .' and the iDlllediatest-rcet system of wii'icb t Js a part. ' -, Timing of' the formation of said CRID or other road Improv(.ment project shall be determined by King County. The street Improvement authorized by the CRID or other ro~ impI\O~emen,~ project l:I~all call ,for the improvement of Tract(s) .4 "'nrA"_' 'and its illlDediate" street, system to at least the minimum King ounty road standards ' " i applicable to the CRID or other road project 1s formed; provided that, "<'" in situations where there is a mUltiple ownership of properties par-f '),';:',7,;:' , :!~}:~~!n~f i: !~~o;~~a~io~h~f p~~:e;~~D~w~~r~te:~t r~a~r;:~~o::::~!rd, :!,[t:~N~' ~,..;;..';;"'~~._, " _"" __ '_'!;:;d~~rbs .. _gutters,-UndergrOund--drainagej' etc' •• that-standaT'd.,sbau'-'--'---i:!.'~;t~~i' Short PIa t Nilmbe r _IL2~G~1L-/_j.._J..t..;,;-",,-:<.):..-. __ Page j' ; I ! f,.,::;",~,:. " ;';tt<?:~', ~';:\<; .~,#~;::~,,: ,~ ~ ... --_ ... .,..... ...... ...--w: ...... 'IiIt'. o iWO~ AL!. idEN BY °i'iiZSE PRF~E:ITS tlJllt we, the 1..::tder~lglled. owner(s) ot.· inte'res·~ in the land herein des.!ribec! do hf!:'cby r .. ake n short ~Ubdiv1.l1o:l thereof p'.lrsuant 1;0 RCif 58.17.060 and ded:\re t;his short plat:to t\~otbe:'· graphic rupres6nta.t:..:>n of the. same and do hel'abr dlfdicata'~o tb,,'uiieot:·· the public !I):,ever, °the st!'eets and av~m)es shown ao public thereat ruri Uedicate the use L'I-)ereof for all public l"Jr?:lSeS rot ir.::x::nsistI!.e· ••.. wi til the use thereof for iJUo::.ic hi~llway purpose,;;, also the rigbt tomiJte all necessary slopes for ~uts .aud fills JlpOD the::-lots ehowl\ ont.t:etaceo of thTs shol't plat in the original· r~asonabl~ grading of the streets aDd avenues shown th~reon, and that said short subdivision is made with tae free C0nsen~ and in accordance with the desires of toe owner(3). IN WITNErS WllEREOF we I;~V0 ~ct ou:-;:aDds and seals: Name Name Name Name "."';' ... ,,: .. STATE 01-WASBINGTON.L Count" of ~/19 -....... \ ss. On tJ>ls da" personall" appeared befortz me _l.C~lg,::lo.:.I..5.°a.!-....:..}..;.{;.:(l;.:,_~j_(-:..;' r:-;.).:.)~/Q:;;;:;.. .. -.:.Y_L;;;;;.. __ .;.._ STATE OF WASHINGTON,t!oS. County of _____ _ On tJUs day persor'!ll" appeared before me ________________ """':" __ to me know~ t.o be the individual described in ~,..; <lho executed the within I!IId fore;;;;ii instrument, and ack:notfledged that signed the salm as free and t"OJ .mtazy act and iiHd, for thll uses and puzposes therein mentioned. GIVEN under ItIJ hand and official seal th1s day of ___ . ___ -J Short Plat Number /7 9///' .3 Y-259 03/18 Motary Public in and for the State of Nuhington, resldlnl]' at ';'. " t " " ! ., ~ ~ .;.\ : t i ';~ ~;:~l~' J r"'~ r ;'&J I. :" • 0 0 , ..... -:- I • • : :~ ~;'::'''' . i·~,:"~1 1"' ".'" '. ~'"":. "I t.: b-· - I ! i i ! (I) -~ N o N , \~.j r-. , >-- '" :> J, \Y, <J::: ~l~hlr.gton Mutua! Savings eank ",':, Ro,.. - Kirklar • WA 98033 Attr.; I1ary IC QUIT-CLAIM DEED ISlafulory Form} THE GRANTOR, J Jl.M.Jl ... H"-'o""9"'e,.,Y'Ii::;::iCI".:1_. ________ _ of 13202~~ ID.!l Aye. S, E. ;lenton __________ , City of ________ _ Luurory of _-''' .... 1 .... 0.:..'; ___ _ . W.1shinRlon. for lind in r:nnsideralion 0; .....:,,In..;.·_·p ____ _ and consideration convey-s-and quil·daimS-. In. il!chagl lJampshirc and Linda Goe. an en~~!d couple ______________ of 520 ::ells :,ve. 110. in theCityofJ,cnton .Counlyof Y.in3 .Stateof lIashin']ton all inlp.resl in the [ol/owing df!scrihf!G Real Eslale: Lot 2: ;'.11 of t),c: ',:cst '.; of the! SOllth! .. of the ~.:;. !~ of the !:.E. t of the ;:.::. " of Sectior: 15, Tp23::, :lS[, I::: less the ;;est 169.S ft. thereof. :;ubject to and t,o~ethp.r iii th an ear.c::Icnt for injrCS5 and cJrer.s and utilities over, under olnd olcross t1e ;Iorth 3C ft, of ~Jic Sout.h '2 except the ::est 169.5 ft. and except the Eolst 3C ft. t~!reof . . ...... siluII!ed in Ihl) Cnuf.1.rL~L~.-V)u'n.l..i:G.__-----===. Sln!p.'uf-Wnshtnllron, Daled Ihis 5th day o[ __ ;u: ... i!~'I ________ • 19 CO, '. ( 1'1iC cou~n' Cro,niorls) NO EXClS[ TAX MAY9 1980 EOS9113·\ 1 STATE OF WASHINCTON. } Counlyof ___ 1 _'c..' ...:.c.-________ 55, Iindividllsi Acknowledgment) I. lA.;r~;"lt .' " __ , ._,_._. Nlllary Public ill and for Ih" SIal" uf Washing:un, rio herehy cerlify Ih:,! "II this (. '" day IIf _. ,'/"'! , I!J . ...l-, III!/"s"naliv ilppeared be fun' IIII' _____ ' '_. '_' \ t·: I , Ii ,t ( l I '" : /. _ In me known 10 tlf! Ihl' illdividllill_ descrihed in and whu J:xCt;IJI"d thO! wilhin inslrulIJenl ilnd ;u:know/edgf'd Ihal ,: { signed Ihe sallie as '" fr'''' illld vo/un!ary acl ilnd dced for Ihl! II~"S and ;)lJrrlllSCS hNein menlioned, GIVEN UNDER ~IY /f,\NIJANOOFFICI,\LSEALlhis ~dilyof __ -,I,,:,,\;,,:,,:'..:./ __ -: 1!J~ •. V( I /',.' ··~.L,' (,{ (, ~./ ... ____ --'~ __ in ;.Iid Counly, (Jlfjl-O.lm " ... d I~t.fulur\ f!Hml ~" ... ," fI II ,,," I. " .• j Iii 0' Ill. f.. n. !!. , '" ',\ '. 1.: "', '\. : "'1 'I"" \1.-\'IIkl,'I..\L',"' 'lJf III. 'H.!'k"flll IIi I' ',\ !If ILl :.H I"'. "\'n,' \'\\ '1)0«\1 \\11.\,."",,';';1 H ."E: Lot 6 Ult 3 ,at L1JM1PJ"".?1B'I'd !In-iap Plat. 88 p~~ ,,1at !"eO 18 '101 5 t4 'ttlate "'10~.-,~b !Itt in BW 1_\ - "~" .; .. :.,: ",' .' : .'~ -','-. i j ; 1 .~. . ~ , J. • .~ '-J , ~ UTI t.I TI ES " £~~t!H.!!.! THIS INSTRUMENT •• nade thisu-.z,ittayi.lf_)""· .... ·&;:o..r..,· ... ;: .... l,;,.,_· ______ ' _· ... c_._· __ "_:.2.'9 ,f-,': by and between,.l, ;"'1. o. #. ~." . o. <' .!nd. ___________________ _ ,#1''' _____________________________________ ..;~r.d. ____________________________________ _ ______________________________ ..;and._·:_·· ' ___________________ . _______ __ ______________________________ ~and ____________________________ __ hereinafter cal 'ed "Grantor(s)", and thL CITY OF RENTON. a Municipal Corj'oration of King County, .... ashington. hl'reinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of S 1.00 -:-_________ -..,. __ -:----!paid by Grantee. and other valuable consid'-e-'r":a~t"'io-n-.~d~o"'7"by-- these prc~ents. grant. bargain. sell, convey. and warrant unto the said Grantee, its successors and assigns. an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described. proper~y in King County, Washington, more r3rticularly described as follows: Tract X: The ~~orth 10 ft. of' the South's of the 5.11. Js of the .,," N.E. ~ of the rl.\oI. ~ of <;ection 15. Tp23N, R5E. Tract Y: The West 10 ft. 'of the South ~ of the S.W. ~ of the rL Eo % of the ~Ul. ~ of Section 15. Tp23rl. R5E 1 ess the North 10 ft. thereof 1YlnQ withfn abcve described Tract X • UE ~ 1· : -om; .Y?* i Ji, ! I ! ; i. ':. . ":' ! I , , ,?: ')' .~ , . ____ -----------.----~-:.------~~~ .. ~~.o··.·.···vs~ .. ~~J~ .... ~~ ;. -. .~.r.; ': ,. . : ..... ~afd heretofore mentioned grantee, its successors or aSslghS. shall haY'e the rl9t:t, without. prior noUce or proceeding at law, at such times as mny be ."ecessa~y t~ enter upon said abcve describpd property for the fiurpose of construct- ing, maIntaIning, repah'fng, aJter~ng or reconstructfng safd IItllfties, or-making .any.connections therewith, without ~ncurrfr.g any l~al oblfgatfons or nabi 1 i ty therefore, provided. that such constn,;,;tlon, mafiltainfng.repai rfng. a I terir:g or reconstruct1on of said utilftles shall be ~ccomplfshed fn such a manner that the prfoldte improvements exfstfnfj 1n the ris;ht(s)-of-way shall not be disturbed or damaged. they wfll be replaced in as good u cQndftfon as they were immediately before the property was entered upon by the Grante!. The Grantor shall fully use and enjoy the aforedescrfbed premises, including the right to retain the right to use the surface of said right-of-way if such use do ... s not interfere ·.,fth installation and maintenance of the utilities. However. the grantor shall not e~t buildings or structur~s over. under or across the right-of-way during tht existence of such utilities. ______________________________ ~and ______________ ~ ______________ __ ________________________________ ~and ________________________________ _ STATE OF WASHHIGTON COUNTY OF KING I, the undersigned, a r.0tary certify that on this IciHday of before SS and for the State of Washington, hereby 19 ppeared---------· and ____________________________ --------------------------~----- and ____________________________ __ and to me known to be individual(s) described in and who executed the foregoing instrument. and acknowledged that lni~'t signed and sealed the same as THE: IR free and voluntary act and deed for the uses and purposes therein mentioned. .. ...,. .. -tit· 1 J( 1. 'i! I L •. f !.~. \ . : j .' ..... 1<: :,\"!'C)'~ \1i .",;: li'.\I. L;.'J. , ~' .. ' i • .r.".":'t~" H ! .. ~. , : I " ; \., ~ .;.> '. ::' '., ft -.i. ".-~ .. : .~ ~, .,....:.j -' PUGET POWER CLAR.\ !1.Z\GERt1AN, a single ',iornan: MICII1,EL IlANPSIIIRE, .. -__ <lndLINOJ\. GOE, a single person,. as their. intercsts_ appear _of record, -::-) ,.'Cranlnr" h,'rrinl. l.!ranr., ,,)11\",,:., "nol "·,lrr,l~r. :" ""/:/':1' S(JI"~f) "OWEI{ Ii, I.If;flT I:O\lI':\~Y. " \\";"!Ii,,,,rn" ("'- , por;I'ion ,,·r,r,IfI"·t~·· '-,·rr·in!. fll' rh.-p;!r;', ..,,':-' h·rl'in"f~.·:-::," (,.nb a p,oq,..III," ,·,t·.··m··II' !lIIfI,·r. ;,n',"'" ,UHf .,\',-r ,h" fn!- 111\\ in\! dpo.:.:rilu·" r" •• 1 j::·"jl,.~I" !!!" "P~.lp'·r'~ . til'r"J,'i Kiny ,;.,IHlI: .. \',.".tll:Jl':Ol!1 ) 0 Lot 2 and Tract ·X" and "Y·, as delineated on Short Plat No, 179143 "' 0 ,) ~ as recorded under l.uditor's File No_ 7910180905, bein'" a porti,m of '_"I 0 the South 1'2 of the Southwest 1/4 ::>f the ~'·?rtheast 1/4 of the ~orth :. ... ...i) west 1/4 of Section 15, Township 23 North, Range 5 East, W.f.1.: Less ~_ ~ the west 7.5 feet for road and Less County Road. ::--0 o --CO E;oco!r,r as may be (,thprwi.c;1' SI!f (orrh IIP-r,dn Gr.lnrr~r_"S ~!!!l'iI"i Sh;lJ1 iw t~x,!rd!',l:d IJp,m Ihalpnrrinn or Ihp Pn:JlI!rry 'Ihe "Ri,L'hl. o( W,.y·' hcr .. in/ tI"scrit,..c! ,IS (1)/1",,"<: '~4"""'~_~_p_-_-.-.-.-__ -__ "-~ ... w;.j+lH>.."'",_-...,.,...,.., .... ,,,,-... ~:-_..,..,.-.,..-f ... ~,.f."," .... .;,\th.. ... ..,ar.b.sW...,.f,.,..,,,,,,,,., li_oI.I04;&w..,Lao-l<>l&.-.. . J:asement 1: Easement 2: All of Tract "X· and Tract "Y" of the above described p.:::-operty; The east 10 feet of the south 10 fe~t of the north 40 fee t of Lot 2 of the above descr ibed prope rty. 1. Purpose. Cranfr~'~ ~,hllil !J.n',! I:'.,: r:J.!ht IfJ con.clrlJr.f. npt'ral'~, m;lint;lin. n·polir. ""pLIf:'~ ;md '~nfarJ?'~ .in IIndervrnllnd ,~!t~r:rrir; rran~missinn antilor .li!".frifuJrilln· .... y .... ! .. m 111'"1) .~n,f Imd", th.· J.lid1r."f,\\,.:~ r~,.,.:!·:h,·r .. \~th ,III n':c .. s .... Hy IIr ;:I'II\"1:llil~f11 .Il)- IUJrhmanr:,!s th'~rdor. whi' h l11.n· in,:":d .. hili ;I"~ nOllimih'" III fh.~ !,d!!J\\'in:,!: 1!:1tI':rcrlJ1Ind .:nndllits. l:iJhr,~s, t:ommllnir:a'ilJn Jjn'!~: \·OlIJll!i. man!1n"·~. ~\\'ifdll.·;. and tran:-;lrtrrn,:r~: and s!~rr.; h:lri"d Iii ,I.!(l'IH"t~ m"1Jn,,~d roldlili,::,. ~·uJl .... \·in)! Ih,! initial (;lIil- srnH:'i,lO o( its "acililif~s. Grank" m.I~· (rum rim.~ In lim" conslrtll:1 :-lich ,1I!ddilln,d t,lr:iJilil's ,tS it mil~' rf~f,uire. 2 .. -\ccess. C:rilntpf~ sl'ull hoi'"'' Ih,· ril!hl q( .II:':'!~S fn th.! H~::h: -of .\\".,'. ,,\"'r dnd :UTII!"o.; I!,,· Prop,'rt~· '0 f'n"h'l~ f~rtlflr"f' rlll~Xd· d ..... ii' riuhl!i h,~rf~lIntf'·r. prll\'i"'~fL It:,11 r.r .11)1,·,' shall cflmp'·li.,.If>' l;r .r!lrll~ t.,r "!I~' dillJldl!t' 10 :11,' Prllpf'rry ':.llIs,·,1 hy I~.I· "~"r d!oo,' o( .'Wi,' ri.chl or ill:..··· ..... 3. O!xtrur..tions; l.uUlI~pinJC.1 ;rlJ/l"·'·III.I~ (r.,m riH)"it, rim" r"n:o\'" Ir'~I'\. iJlI"I}I'!'t.ur IIltwr of,.o.;,nu:tililis \\lIhin ,hi' HiL.'r.: Of·\riIY anaJ may "'\'d ,m" ,",'r.d,: Ih,· Ihchl-"r.\\'ay In tht' "\"'nl r,'as':naIJly 11.'c,':\sary I" I:arr~' 0111 ttl!' pllrp'ls,:S .... ,..r ("rlh If: par;;;!raph 1 hrrl~n!. pr"dd"d. :h;l: t .. Howi!l).!' ."1~· !-oIJ,:h ·,\lIrK. Cranl,'" .... h;,il. I" lilt' .'.\1"111 fI,.I~l)n"',I~· pr,II 111".';,1.· r ., .. I, .. r.· !;~ .. Hi)llil··,'·\\';'.\' In 'hI' nllllilrinll II ~\.I.' IInm.,.irolrdy pri,.r I., slich wllrk. FIIIIIIW/ilL' th" illo.;l,,1I dirlll "f ':r;IIII,"", 1ri1:II'rl':'''!:~'! r,U:iJifj.·'i.« ;1',111"" III;'Y '"1d··, r,I~" .:;1': .. rrlill;,r~ t 111 1'(1 1\ ,·:n.·llt ... (., th,' LHlthc.lpilll..' IIf I"'~ Ridll·!·' '\\""~'. "'"\ :d.·,f :I~." "" !r.·,· .... '. "rh,~r J,!.rn'~ ... h;!fI I .. · J.i.~, ,'. i ·'lI'f···.11 '.'. rllch \\/lII!': h.· :iIlr,·.I."'!fldbh· "\i"'IP;I\'~ ,:r illlp,.u:ri( . .r ror I ;1.1:111'" I,. ["11)""" ,IPo! "'.,,'or" . ... Grantur', eSt! or Ri~hl-or.\\·;I\·.1 :r.,:ll,·r r··."·,··. , ... :11.· ri ... hl h ::, .. ':: .. H,!..+!·,i:'\\"." f'if" .1:1:-i"lii'''''' !! .. , :/1; Hf • ...,;I....,;I.·nl wil:: ,h,· rich Ie; h,'r"'1l :.!r.I!Jfl ,J i'l''''''''''''! 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Indcmnit)o·. fly 'Itf:t.'pfIllJo: .Illd :t..:I.u"linx rtll!'f '!.JM~m.'n:.' ;r.m:,·'· """.""" r,. rnd':l:llIiI'; .llId !lIljd h.HIIIII·s~ I ;,.lIIf,Jr irtllH .Ul~ and aJl daims lor inJtJri'!9 alltl· :" d.tll:.t~":'" SlIfI,.!.:" h'·· .m~ i"'r~'fH: ·.·.b:; h :n,,\ !.'I· ,,0111,;,·11 by ~!jl'l ;'.III!'·!·· ... ,·.\':;-'·.I<;t! of Iht~ rh:hls herein ):T,Hllcrl: prU\id.:tI. rh.:!' ;I.jllll"l~ ... !J,dl '~ur i ... r'· ... illl~I~"d,· 111 '.r.Jllle·! !!>r ,111\ l"i'IfP", dl1d lit d.IID.r.:,·" tt' .JJ~'. jI,!r~nll r.alJ~,J b~' .1f:1~ or 1I1J1l~~ilJ''-'' ·,1 r :,.111:"1" . 6 ... \ho1ndtmm,:nL nl' "~'~: p'·lr·J.!! .. t I,; •. /." ..... , ' ... ·;1·. " :,.! I""" '01,·.1 !It.d "" . .l ':Io! :." r!:""-' ":, rh.· HI',';,' "I \' .. ,' . . '! I ::; • : ., ! ' '. .! i .. , ! ~ , .... ,.; ," !\I.l! .... :.' " .•. ./::. . .. "~, : .•. : ", .• !.' .. :,,1 .r:1 I: ;:' r ,·I!::,!'" ... h.ill r ", "r! I,! I;! Ii' .• ;' I, : ~ ! .. " "~ I;, :;:\ .... ,. !.:J1;1\":q illl!l.d!\ "1·,I.I~i J!~ . :': :' ... ' . '. I ~ ~ H-l]f)S (,4'1 ') ') 1 r:J/,l·1 2 J5/S:J I ' ~, ; • j' , ~... . " • " I. ' , . ~ I' ! I.' ii' 'I!! . .t ,II!.! /. •. I, H to! "I , . .' . l i"' ~ I It I' rilED FOil nn:OIlD 1\ r fiEOUEST OF: PU(jFT P:, .. ·~.:r HI-.\L FS1;,:, ~':'/I"':Hj "U(,l! f',);vr.n III /)l, Hrtll.V:J~. WII:;,ClNr;JON r ••• r ~ • t J , ;: i S L\TE 01' \\,,":III~:' ;TO\: J sos r.0I STY ( IF King J GkA!I.'TOR Cla~~'Hage~a~ ::--'-'-'--~--'-'-\--'\ ---~~-,; , ." Q .. \'~\ ,,_-'I.. \ ~--. :..---,, __ \ -----.. -------... "---~.\. ~.'1,,-.'~ ....... _. .. -'t ~_ ""~JJ Michael Hampshire \ LINDA ~E __ "y~~ __ On Ihis d,,~ I"'rsnnall-aI'I'P;ITP,1 n"'ur" mt', --,_ .. "Cl_""~~,_J!gg~~J!i~I).,_._. ro mp. known hI h, rhr. i,"li\'lolI'lI __ '-'.""crih"rI in ancl \l'h .. "x',cul",1 rh" ,dlnin ancl fll"'~"in~ insrrunn'nr, anrl "dr.n\-;! •. "c",f Ibl __ ~ill;;! __ si)!n,," rh,' .'.1m" .1'.",11"''"''-___ fr.,.' .IIHI ""IIInrary ;1(' .1ntl ".-,,,.1 fnr Ih,: ""':S an.I I"lfl"'~" Ih"r";n'_;'~ ''i r.IVE:\ :tnd,·, m)' ha"d anrl off;';;;.1 s .. al Ihis ,S,~ STInE m \\':\SIII:\CTO:\ .' J s:> COI':\TY OF Ki:1g , STAfF'lF I'.'.-\SIII:\C·J'():\ I SS COl "'IT (IF King I 1.;\ •• f .-.. .:.. ... On rhis day 1"'r''',""lI~' ;11'1"""p,/ hdor" 01" ___ !-.:i:~~~ __ ~e" III 10 .. knll" II '" h.· ,h.· in,ri\'l.I".II .... _ d",,:rib .. d in a:,,1 \\h .. "':0·"",,·01 Ih., wi,lli" ,,,," 1""'""il1" il1.s'rulll"nl. and .... ;.,".;\\'I,."-""r! ,h.,' she ';g, ... " ,h .. ,.,01,' ;1< " h,er f ... " ;11111 \'0111111.'1\ .,,:, and 01",,01 [,,' 'h,' ,,,,', .Inol [""I"""S ,h"r,,;n 1I1"n';"nl"1. I ;I'd,y ,:::d"r 'III h.,"d ;011,1 "mei.,1 "'.,1 Ih" :::l.3 ';,1\ "f //J:)-y', -J. II & ST,\'!'I':' il-' ',' .. \SIII:\1 ;T' " SS ,,,',,' """'" ,,,,1::f1, ",,"":,,,,,,2;<Lrf4u r.·.iol;,," .11 ._/ '-ELL r::vLtd - ,tIl:l .lIt.l "~I ! " . ~ II""'p,·t:'i\,,·I~. ,.1 Ih,· ""'1ll1r .• flIIII rl:.!' ,""" Ii:".! 'h,· fllr"i:oI1111.! H',"lrllll:"~ll .",,1 .:"k""",I.,,," .. ,, ,h., ,.Iid i""","""""" '" ,I,., ;"" .. ",J', .. """.11'. ... , .",o! '!",'o! ,,[ .,,,.1, .. , ; ... , ", .. :; ' .. : :1." " .. " "".1 ":"1''''''' ,h.'" ". "" "" .. "".1. ,II,,' .. " " .. 110 -' .... ,01 :10 .. , .,,,'1: .. ,, ... ,.: ' .. "\ .... ,'. !;" ' .. ",: """ :"n.',,: .",,: ,I, ;' ., ',,, I',!,··" IT I " ~ I . I • I " , Ill,! "I f t , ; , " .... , ,! ! I, . r. r,. I ~ , I " . ~ ,!. ',;' , ..... 1.. '!I .I;'" I ;.1 '.~. ;: " ;. .1fr:~~~~i;';:~%\'~:~'X~1~" ""'F':~"'2f,g"tfifi';K' . 0,;: --.;-, :':" -,----"''-'''"--'---'---'-..,..:.....;;.;,.'---~-~.-.,.-'--------.------------- ~~il:.... s'ul;cessors'aridassign:;, 'h~righl. privilege nh'(j iIlithorityt<Jconsiru~i. impr~ve.'repair and ~aini~in .; ..:;,; 1" . ..... ',: acrt)ss; o_v,~ranc'upori' · ___ ·_·..;.··,:.;:.~,-, ...... f.;:; .• _"..:.·r_'''' .... r .... :\;... .. ....:...::-_· ~:...' ·-,-;'_~::..:_l~· _. _,._ .. _ fr.~t ;,i i hI' follcl\ving land.Joca.le·rii~' .. ;J~r~:;r~:~t e:~f W iI.~.h}~:t'", t 0-~ ~ t:.., ;:'" ;':';':':·":'_'~':'·'."" .... ·r.'·'·.'·';:'·'.'.'·':,,.,t· .•.. \~·ih·:.".::·.' ... ~.·,·,·.;.: .. ··,'.·.:.~ ..• ·-":'·:'~"';·;'·'~~"::'.r"(":;-':'.·"'.,·:.;" .. · .• ' ........ ,:..i.l ......... ' .•.. : .... , .. :.:.' . .. o:.i.~~(:!;~(~~C~::::~::~/:~:Jf" .:,-: '. ~ .. ~ " .' . ' .. __ . ;-:1;;~: The . . nts hereincontai "'id shall run with the J~nd and are bindingupon'sll 5,:!bsequent ·o~nE!r~:.!~,~~~~f.c ).: ,': "'<~~";:;' . '.:.: .' . ..:: :,....." ." rn Witness Whereof. the said Grantorls) h~ executed this instrument this ~2 day of ········.:' .. :·:,-~>~~·~·;rl-: -. ,19l. . .': .... . ... :.: ..... ~~': ..... .... STATEOFWASHINGTON. Counlyof ;",. . -r 55.' (Individual Ackn?wledgment) " ... ::'" .~. Notary Public in i11i1J f'lr Ihe Slate ~i\Vashingion; . .. residing al __ .;.. . .;..._.,;.. .. .:,...-_'_. __________ , do hereby certify tha'l on this '''''''~day of ___ --'; .... " ... ~ ....... ____ ;.:.., 1!J~. personallyappearfld before me _ ..... ~_'.:-.... ,.;..,._ .. _, ..;;,.;....~_ .. _ ... .;...~_. -'-__ _ ;. ;.:.' j~·.~,~~d~~:.IO be the individuaI __ ~~e~~~i.~e~I?lInd~hoexecute;1 1~~.~F~in'in~.tr~~ent·~nd . acknowledged Ihai . -.' "signedlhesaine a:;,', ""~". ..... . fre.(jj.n~\'oluntary act·. ::and deed flir:'the USI!S ;:nd purposes herein rrientioned,..' . ..,' . ':'CaVEN tiNDER MY HAND ANDOfFJ(::jA[:gEALI'h:i~ ~rlay ()f __ ---.;.~ ____ _ Notury PuilUc in and for tne Slato! of Washingtun. rcsirlin,l{at " . -.' _-,,'_'_'.;.;' ___ in said County. -.: . .. ;. '.': /&~·~:~·:r:~jl~~~;r;·ty~:5:~ >: /~:. :;' :'f," " .; .}}.;.t~;,:~~: ',:, .. '" '! ;: ... 404!''. r .. 11 't:1'W'talt 11~'" ' .............. f 1'".,.-.. ,' "',' "', :". ..... "\ "~ -, ;'.: R .. "~ I I \".", ~'i'~ t"a;.f' t . .,. " ,',.; " ; i-_' _____ ,_SN_\!_'_,'_"_t'_,_tc_'_i,-:-",kortc_._Ir_,, _____ lr-;--::-,-----------!!i..)~l--------"----""-" _; __ ,::::-:~:.:...L._:-_ " , ; '.-# • "," i \ hf ~1: .r, ., '. '1 ., , ? ! • 'i';'~>'-~"""''-''-:-' .-_ .. , ",.,:,:,":,,;,-,,-.... 'II;:pIll ....... W ... : "'--._Zl.-.III. -1Ii4I111S_-_IIIl ••• P.II •••••••• Ii • . ;i.~ .~~ ~ .~ '. ! :J .~ ., '" • ~t o co N :..::r o N r.. c.r. ~. c' '7. 'e. c: .-r.:; :2 .'-. ,. . ·u ... u'-<'J ..... ..... _T =5 ClTY OF RE'lTON c.., == : ~"-) C v,~? TEMPORA.R':' WATtR SERVICF. ~. ":::::'Z: AGREEMENT .:; ~ .;:~. :;c ~. co: ~.:""; -n UJ %, 0: DATE "larch 1 O. 1980 I, 'Ae __ --=C.:..' a::.;r:...:a=-:.lI~a:.;.l!J~e.:...:nr..:::.c:.:n-'-_________ _ ----, owner(s) of ~:iAddress 13G25 S.E. 131st Ti; # ________ _ ~ ~;ega11y cescribed as follows: Portion of Short Plat #179143, recorded under r- :: af. no. 7910180905 in ~:n!J Cour,ty, :·/ash. :.Iore partic'Jlarly described as follows: Lot 2: All of :~e ~cst ~ of the South ~ of the S.W. ~ of the N.E. ~ of the ~.W. ~ of Section 15. Tp23n, R5E, W~ less the West 169.5 ft. thereof. Subject to and together with an easement for in9~ess and egress and utilities over, under, and across the Uorth 30 ft. of said South !z e.~::eDt the West 169.5 ft. and except the East 30 ft. t:lereof. for and in consideration of the Renton Wa~er Department granting a permit to connect a temporary wa ter servi ce and/or ll1a i n in ---1.38th ave S..L.---for t~e dbove ~roperty hereby agree that no protests can be ~ade by above part~, ~ he1rs and assigns. against the construction of, or assessme:1t for a ~e,.manent watermaln whic!1 will necessarily be construc:e~ in the street to serve this oroperty: -.~ -.----.---.--~--.. -------.. -.-.. . --' . --.--.. -.. _ . .. -'ThfS'-ij'greemenCsh'a 1 i'be-a covenant runn; n9 with the 1 and and shall be bi ndi ng upon all parties and their heirs and assigns until the ~ermanent watermain .to serve' the above described property has been constr.ucted and the assessn1e~t roll or cost per property therefore cer·tified tc the City Treasurer for collection, or payment. !N IJITN£SS WHEREOF I have hereu:1to set my har:d and seal the day and year first above written. -.,,\ " ,.::.;.'." __ ~"_'~~/~~r~,.JT)·~~_·~,/~'~C._· ____ ~~~_' __ ~: ~ . (SEr'~i ------------------'.,.:; .. ',;.?J-,,,"-: STATE OF WASHINGTON) )ss COUNTY OF ~I~G ) r, bt~f\}. :r)(·C·ftt('::.H'i~J a ~lotary Public in and for the State Of Washingcen. residing at __ LL'-_l...VjLlt: ,co hereby ce:"tify that un this __ l~_d __ . day of .®~. 19 f:-C • oersonally appeared before Ole ('LlI"" H _ r\A6E:t-?,nflN' ---, to me knuwn to be the indfvidlJdl(s) described ---- ".;reili arc \':ho executed the ,Ii:hin j~strurr.rnt and aCi<nowledged that Tllt'Y signed and sealed tfJe same a~ " tiel-:"::'" free and vohnt3ry act anti deed for the uses and purposes there; n mentfOr-;-eo.--- WITNESS my hand of offidal sec;1 ~f,,! :lilY clnd year ~n this certificate fil'st above written. ,~" .... , .. 4W llZ4ti l j j 1 j i i i I j I , < ~ ~ 1 I "! , .!. t "".--~-....... ----~~~----------- CERTlFlCATE WHEN RECORDED RETURN TO: r. the U::::::T'signed, ~ Clerk of the City of Renton, Washington, certify that this is a true Office of th~ cU Y "c l.:r k Renton Munk;;.'~1 building 200 M~\'enuC" South Ren~A9&)M o .. tl._;~ and correct copy of:~ ....... -.a..t ....... ~~ .... '-__ _ Subsaibed and Sea/_~I""WoI""""'_-:-1 (/) ~ .-,c.:.: c: I " , .. .... -"" Lu " -' lu Co:: --::..--CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 All ORDnmlfCE OF TIm CIT!' OF RBNTOIt, WASJlIlSG'l'OIT I BSTULISBDIO AN ASSESSJID"l' DISTRICT POR SAIIrl'ARY SBIIER SERVICE m A POJlTXQlIt 01' THE S()(J'l'l[ BICJBI..uDS, BBATBBIl DODS, AlID DPLmlOOD S'OB-BAsms AHD BSTABL:ISllDlO TIm AIIOUBT OJ' '!'BE CBARGB UPON CONNECTION TO TIm FAC:cLITms. THB CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SBCtION It There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by Che East Renton Sanitary Sewer Intercepto! in the northeast quadrant of the Ci ty of Renton and a portion of its urban growth area within "unincorporated King" County, which area is more particularly described in Exhibit "'AN attached hereto. A map of the service area is attached as Exhibit ~B.N The" recording of this document is to provide notification of" potential connection and interest charges. While this connection charge may be paid at any time, the , City does not require payment until. such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district. SBCTION 1:1:. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties .... ~ -b ~ ~ -.... ~ g ~ ;0:: ..... i!!5 i ..... ... ... ..... s Ii Q CI ~ ,.... ~ ;;:; 8 .. :t~ __________________________________ • J ~ ~ f t ¥ Ii. t I t A t ~ .~ ORDlNANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor I as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New cOImections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a Wl1t charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "An and which boundary is shown on the'mz.p attached as Exhibit "B." SECTION :r I I • In addition to· the aforestated charges, there shall be a charge of 4.11% per annum added to the Per Unit Charge. The. interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTION XV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE. CITY COUNCIL this l.tlh day of June .L 1996. , 2 1 'I 1 OltDlNANCE 4612 APPROVED BY THE MAYOR this 10th day of __ J __ ll_o_e __________ , 1996. Appro~as to f onn: .. ~~~~2'- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. t J I I -:i 2 ~ :; :-I ;t .~ f. t .. 3 j :, .~ ~ I .. J .J • J ~ f I I. 'j . ) j ~ 1 I J t ... f. Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, II, 14. 15. 16. 17.21 and 22 all in Township 23N. Range 5E W.M. in King County. Washington ' Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8, Township 23N. Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast 1A of said Section B: thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line. , Section 9, Township 23N, Range 5E W.M. All of that portion of Section 9, Township 23N. Range 5E W.M. lying South and East of the following descrtbed line: Beginning on the centerline of'NE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast ~ of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE: thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N. Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North 1me of the South Yl of the North 1h of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line. of the Southeast 1,4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tennlnus of said line . 'i ,j 1 Legal Description of the Special Assessment District fOT the City 0[ Renton -East Renton lntercee.tor Section 11, Township23N, Range5E W.M. All of the Southwest ~ of Section 11. Township 23N, Range 5E W.M.. SectIon 14, Township 23N, Range 6E W.M. Page 20[3 All of that portion of Section 14. Township 23N. Range 5E. W.M. descn'bed as follows: All of the Northwest ¥-i of said section. together with the Southwest Yt of said section. except the South Y.l of the Southeast v.. of said Southwest JA and except the plat of McIntire Homesites and lh of streets adjacent as recorded in the Book of Plats. Volume 58, Page 82, Records of King County. Washington. and except the South 151.55 feet o(the East 239.435 feet of Tract 6. Block 1 of Cedar River Five Ar.re Tracts as recorded in the Book of Plats, Volume 16, Page 52. Records of King County. Washington, less ~ of the street abutting said portion of Tract 6. Block I, and less 1)'act 6. Block 2 of said Cedar River Five Acre Tracts, less lh of the street adjacent to said Tract 6. Block 2, and except the South 82.785 feet of the East ISO feet of Tract 5, Block 2 of said Cedar River Five Ar.re Tracts and less lh the street adjacent to said portion of Tract 5. Block 2. Section 15, Township23N, Range5E W.M. All of that portion of Section 15, Township 23N. Range 5E. W.M .• except the Southwest 1A of the Soufllwest ~ of the Southwest ¥.t. of said section. Section 16, Township 23N, Range SE W.M. All of that portion of Section 16. Township 23N. Range 5E W.M .. except that portion of the Souilieast IA of the Southeast 14 of the said Section 16 lying East of the East line of the Plat of Maplewood Division No.2' as recorded in the Book of Plats Volume 39. page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast JA of the Southeast 1,4 of the said Section 16 and except that portion of said section lying Southerly o,f the Northerly right-of-way line of SR· 169 (Maple Valley Highway). . Section 17, Township 23N, Range 5E W.M . .All of that portion of Section 17. Township 23N. Range 5E W.M.. lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE Iying F:IDATAIREN'olm.07O\Q2\REVlSEDSAOLEGALdOC '-----:---------------------------------- "'0', o_",~=", ___ ~=o7,;~'o'~==-'"'~ ____________ _ Legal Description of the SpedIll Assessment District far the City 0/ Rentcm -FAst Renton Inferceptor Page3 1 3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range SE W.M. All that portion of SectIon 21. Township 23N. R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley IDghway) and West of the ,East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats, volume 39. page 39. Records of King County. Washington. Section 22, Township ~ Range SE W.M. All of that portion of Section 22. Township 23N. Range 5E W.M. described as follows: All of the Northwest JA of the Northeast JA of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats. volume 78. pages 1 through 4. Records ofIung County. Washington. • Together with the North 227.11 feet of the West 97.02 of the Northeast v... of the Northeast ~ of said Section 22. I •• :C;".' • 3Fi'!Li'!¥.'lr.:o'" XL· ;;:; ......... ;;::::..-: ...... _,. ....•.. Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary SANITARY SEWERS Plcmin;/B~c Worn Christensen,MacOnie. Vi.".s~i 20 May 1996 "1 :24,000 City Limit. Special Assessment Distrid 1 $ J r ~ 'II If ~ a ~ p If pl1~ f. cj 1'(" o?! 11 to! t(p , ~ " 'C -~ at,. ~'}J .f't. ~ t~r ~orr . r /> ~( . " If .. 'It! t· ... jZ1-. 1 ~ -~ rP~~ ~j L ~t~ III J Ill' rfI f t l'l ~ ? Sf ./' .... " f' .~ o . ". i \~,--~ ... I>.......,~. "".'k.- "".0'''''; -.,s;.''N. ~bO.~"'!.-. . _ ......... ~ .. "'t"""""~ ~~""'C' ;,..:T"\.O·"'N.O'bO·~ . .. ,0,"", '4 ... .,. .... ~ .. , _~ .. "~'D _ . ~ .... _. ~1."'.AK.. -•.... : .. o , C £ , ._________ i' ____ .-'t-\.2~,;:; .. ::..:.-:.._ _ _._-___,,__""'"..::..=.~'\ .... "l> -----••.•.. , r~=" ~f>-:;;" ;. -:,.c>·~i .. \s."-...J. \~e.~'" "-"'~_ C:..'e:.. e:..'-'~" o~ ~''''''''+ of-~ .... "+ 0," ~.<rtoN'.'/4r , ... c...\ta.-~" ... s r~ 1': fI' -I' · I £, • I)' · , J'~ JI:~~ tI' ' 01' :r' ; !. · , .I-, I (' · , tJ" · , o l' .,. ~ o p a " . 1 • , !1 ~ 1 . .. -; l .. -. CO .~ I' t .... = ~ ".. ... c C c. THIS INDENTURE MADE THIS Z7 day of _--"gv~~'-~ ____ _ 19~~t~en ~l~ ~~~nua~~.~a~.~~~~.~.~~==~ ________________ __ noortgagor_, and king County, mortgagee; WITNESSETH: That the mortgagor_. for .1Id in consideration of a SlID not to exceed $7,500.00, which shall be equal to the cost of cDq)lettng the agreed-upon repairs on the below descrtbed property such SUI esttmated at $ Z,Ceo but to be exactly determined at the ttlll of (ompletfon of the repafrs; to be paid ~ii hand to The Housing Authority of the County of King at time of completion of the repairs LJ the mortgagee pursuant to the King County Housing Repair rrogra.. do by these presents grant. bargain. sell. convey. and confirm unto the mortgagee, and to its asstgns, the following described real estate. together with all and singl/lar teflements, hereditaments. and appurtenances there unto belonging: i1le SOIltb 1/2 or tbe Sov.thwest '1/4 or the Northeut 1/4 ortbl lrortbve.t 1/4 or Section 15, 'l'ovDab1p 2, lIrortb, RaDce 5 East V.M., acm the Vest 7.5 teet thereot, and ElCCEP'l' CoaDV roads • .This conveyance is intended as a mortgage to secure the payment of a su. n~ ~o exceed $7.500.00. which shall be equal to the cost of completing the agreed-upon repairs on the above described property. such sum paid to King County, Revenue Account 136989 under the King County HousfRg Repafr Program. accordfng to the ter.s and condl~t~ns of that, certain prOlllis~ory ~te beartn~H,~~~;;r,. 0'loo'.2,.., 1~7? ~. .:. ," .' • -•. 'l ........ r .• ; •• i!-. IIIIde: by the mortgagor payablfitc;~the order of theiilOr.t9igee;,~IICl"t~se presents shan be votd if such paYment be madeaC:corcti:ng·tO·t8~.nd , ' condfiio'lS_ thereof. .'., ' ', ... _~:_jlut in elSe default be roade ill the pa,yment of the prfnciple sum of said promfssory nute • .-hen the same shall be due and payable" " ' . acc~rding to the tenns and condttions thereof.then·the'lnOrtgast.-fs·:~'·:"·>.\.' hereby eq-owered to sell said pretntses. Ntth all and eve" of tl,e,\:')I,;:;\;~ 'j., appurtenances. or any part thereof. In the lllanner prescribed by law. and ." ',' out of the money artsing fro. such 'sale to retatn the whole-Gf satd princtple SUIII, together wfth the costs and charges of such sales. and the overplus. if any there be, shall be patd by the IIOrtgagee IIIIktng such sale, on delllnd. to the IIIOrtgagor_, hetrs or asstgns. And tn any suit or oth'" proceeding that may be had for the recovery of satd prtnctple sum. on etther satd note or thts mortgage. it shall and may be lawful for the IIOrtgagee to include tn the judglllClnt that IIIJ be recovered. a reasoilable SUIl as attorney fHI. together with an sam patd by the IIOrtgagee on account 0' taxes. 1ten~. asses_nts, abst"acts or title Insurance dlal-ges. cost of searching records, fnterest. and fire fnsurance. with interest at 101 per annu. from date of payalent. IN WITNESS ~EkEOF the ft)rtgagor _ hereunto set hand the date and year first abov, written. STATE OF WASHINGTON : ss. COUNTY OF KING ) On thfs ~ day of J5Ic.7' • AD 19.22.. before me. the undersigned. a Notary Public in and for the State of Washington. dul,y comfssioned and sWl)m personally appeared to me known to be the individual (5) described in and to executed the foregoing instrument. acknowledged to III that S~tr signed and sealed the said instrument as HUR. free and voluntary act and deed for the use and purposes therein menUoned '. WITNESS ~ hand and official seal hereto affixed the date and year in thfs certiffcate above written. RehabilttiUon :"~>'t-: ,." •• .;!, Thts doc~t is intended ~olely to clufty the mortgage granted to King Cou"Ity by __ C_l&ra __ I_laP.e_ ..... 1'III8n ___ _ . _____ • on __ ...:J~u1~l~27.L..a...:1~27Li.9!._ ________ t rttOrcSed on the -017:...-_ day of Aup!t 19...1.1-t~tng County Auditorls Nl.IIIber 7908071006 ; and dotsilOt add to. amend.alttr or 1n any lIMy replactlhe terms of tneortglnalllOrtgage. Slfd mortgage covers thi"011C*t-~descr1bed realesiat.~.;~thlr with all aNi:'\':'1 singular tenements. hereditaments. and appurtenances thereunto belongtng: The S 1/2 or the SV 1/4 ot the HE 1/4 or the 'iN 1/4 ot Sea 15, 'NHP 2, I, Range 5 1-;, V,M., EXCEPl' the W 7.5 teet thereot. and EXCEPl' CoImV Zoada. . .um EXCEPT (RetH'MCe to Partial R.l .... or ~, Dated December ".1979. . ReoorcS.lng DWllber -79l2070854) All ot the W 1/2 ot t.he 8 1/2 ot the SV1/4 or th. IE 114 ot the NV 1/4 otSeo 15. 'lWP 2, N, Ranp 5 E.V~i, ~e" the V 169.5 n. thereot. Subject to and topt.her with aft easement tor !mgre.8 aD4;ean •• aDd uUl1t1 •• oftr, Wlder and 1om)88 the N 3Q.nol we! S 1/2 EXCE:P1' the V 16'i5 It and EXCEPl' the Qut 30 tt th.reot. Insofar as the mortgagor(s) granted to K1ng County a mortgage of certain property in consideration fo~ a.loan in an amount equal to the cost of:carry1n9 out repairs on safd property. such amount not .. >;!.~'\ to exceed $7.500. the repairs have been comPleted and the exact cost of carryfngout such repafrs 15 $._::.:61L:2::r.47.u·~~sO:.·· __ ~ __ _ DATED thf s , day of _--::::.::::=:::....... ___ _ ., ..... : ,'- ; ..... . ~. ' ~ ~. . : . " . . . . ~ .. .. ' ,\ • t' Afh:r "ecordlng PJcuc Rclum To: First Bankers fobrtgage Cotporatirn IfI"""ofN,lu,,1 r"""'i P.O, I:!alc 21509 IS""" Addrusl waco, TX 76702 IC;ly, s .... 7JPI • • -ISp'ce Abo .. llIIJt.. .. ror R"""'~,., Ilot;.;:: ##: IlSi~?fJ~ It? liIPICc Loan No,: 4023136134 DEED OF TRUST CHICAGO TITLE INS, Co. 5 REfl ~s&?j?--I..... nnSDImOFTRUSTI';;ccunl)'hlSlrullll:lIl')lsmAdcon HAY 13, , 1995 ~ '111c !(Tnntor IS Michael L. Hanpshire an::l Lir.da s. Goo Hanpshire, hushaJrl ar¥l wife ('Il<>rrower"), Thelm:,leclS Chicago 'Title In~urance Co" ,wllos •• ddrc.'iSIS. 1800 Coh1lN>ia Center, 701 5th Avenue, Seattle. WA 98104 fobrt~ COrpoI<ltion willch IS or~ilJUlcd and cx .. IUI~ under tllC I.w. of 7503 Bosque Blvd .• Waco, 1X 76712 ("lruslcc') The beneficiary i. Flrst BanKers The State of Texas ("Lemk'") flflrrt,"',cr owes Len"CI Ule prlll<1"ul 'WTI IIf 'lWE:N'l'Y-I;IX THOOSAND SIX HUNDRED ANI) NO/loo !JIII/al'< (U,S, $ ~6,600,OO ) Thl,; ~eUII,' evuknccd hy Bur",,,c..-, Ia>le d.led Ihe ...,ne dote '" Un, S:wnly III,trumenl ('NoIe"). ",IIIUI P"''tuc, fu, mllnlhll p"YlllcllL<. wltll Ule /'ull dehl. If 1101 "aId earlier, ,Jue IlI1d "aranlc on JUNE 1 2009 Thts !;coullly 11l,(nmlcnl sccurl!l' 10 Lcmler (a) t},c "'PO)111011 t ,/' ~IC del>! C\ldmC.'J Il)' U1C N'~c. ",Ull11lcr<.'I, ,nd _II relle" al,. eslenslOns and mnd,f,calJon, of tlle Nole. (b) tllC I'"}11lCl,1 of "U uU"" 'Wil', \,ltll 1111.,,':01. ad,':U1COO IInder 1"~"iiJ"Jlh 7 10 1""led lite secunty orUn~ SeCllnl}' InWwncnl, ,nd (e.) Ihe perfonn,ncc or /juuowd, w,·eIHlJ.t. OUIU agreonenL< andcr lit I,' Secnnty Instrumenl and lite Note For till' pili po~c. HnlTn\\'L" fncHlCahly ~r:llll:-. and Ctm\·t.!~: til "l'rJ~tcc. III tn:.,', wllh pllwcr \l( ~atc. the (1lIloWUJI! dc.....:nbc:d plopcr1y I,K..:;-.Icu III Kin3 CI.IUi1(~. Wa.'Ihm~lnli Sill EXHIIHT • A' A'ITAOlID HEREm AND WIDE A PJIRT HERi'DF wr 2 OF Klt-l> CUJI'-lrY' SHORT PLAT NtMBER 179143 11J.:1t--l((/{')~((K.<: . '.)625 Saltheast Dlst Street ISUC<:I Rentoa . Wn.,JIIIl!!IO)" 98059 (,J'ropcny Address'), Ic,I,'1 17.p c""l '. \ \ . ~:---C--=-~:--::---:-::---:--::-~--=-""':7.""-:-;-:=:-=:-:-===lnlll'b:~·\) Wuhtnt.".1 Drrd o(Tnul.;s:U\GI~ Famll)·."aMlt M.rlFn.l1~ M ... UNIfOR. .... INSTJ\UMt:.Ifr --T II[ COfolrUA,'CJ SOI:kCl. ..... C. --- 111 OrJcr l'"U t?72) 9~!)'217.ti+AI (Y7:) J?l·2i?1 \\'~' .. C""tf':,v ... Uo"""" ~.1In _ , . , t' • • 1"1 II a, 11",1{ WITII nil Ihe IInp,,,.-cm.:nl, '~I\\ "r hc,e"tk~ c,e",le"\! III' Ihe l,rullCn~', and .It e',""~IIcnl.', "nltateTlal1()'''', and li\IIDl"" ""W," hl1l;alkr "I",n "rlhe 1""rl'/1" All rC'f'IDCclll"'fII~ "m' ndd"mn:< ~hBlI AI .. , he "",'cre'tl h\ fillS SL"l:UflIY In.,lnllnl.!nl ,\11 ot Ihe fnn.~~.I"'~ IS referred II: In 11l1s Sc:,unlv lusta liIllL"t a. ... UIC "l'rupcI1~' • !lOIIR, lWHl CI \VENANTS ,haiti .. """,", ,,' 1."1i,lk se"cd "I'll", cslnlc hcrehy CfltI\'.'y«1 nnd hi\.< Ihe ,,~hl In ~lInl nnd ""n" .. ~ the I'rn" .. TI\" IUlJ Ihullhc 1""1",,1\' IS UII .. 'ICUIIII""oo, l'Sc.:pl fu, .. ·uc:lII1hrWlC<. ... "I' r .. "'If" I~'nl)\\cr \\jVTnnl,'i iu\.1 \\,11I11c1~n,t S!~ncrnll\'Jhl'II"C tlllhl.! ('rIlJlcr1~ up:l1In!\1 1111 dmm." 'mtl,it.Tnand:; ~1I"1t.:~1 fit nn~' cl1t..:lllnhnnc..:l'!" (lfrC~CH~1 TillS SEC'1 fRlTY INS IRI 'MFNT '" ",,1>,00< 'wI;.." ,""WCI'llIIl< h ruJtHllIl'l,;,,,,nd ""'H'lIIr"rm u,\'CI'Dnls '\1110 Ilflllh.:ll \';11 '"!II"IS h\ IUII:-.J,dlllll til CIIIIslllI'h: il 11",1,1'111 ;o;"c"nt~ fIl:\1mmt:'nl cuvLTlOg rell) pRlf1c;1y I 'NIH)RM l"( IVENAN IS IllIIT"\\cr ond l.en.Jcr ,,","cMnl nn,' "!,lee as r .. lI<ms I, Pal'menl of Prindpallnd Int., .. ,; Pnp.,m.nl and ule ('ha'a"', B"I1""cr sh:oIlI""Olpl'Y po< "hen ,h« (he "nr,':lp,,1 .. I' "n,lmlere,,1 "" Ihe .kbt c\1,l:lIu;J h:. Ih" ~!nle ."d ,1m P'Op",\1l1"nl and laIc eIlJr!,e" due UIlU.T Ihe N,~c 2. FundJ fnrT.lu and In~urJUlct. SuhJocl tilllpplu.: •• hlc liI\\ I'" It, it "111tL-n \\K,\ .... ,.ln I cutlet. litlfn'\\S:f ~hall I"" In I .,U!t.T 'Ill thc,~" m, .. ,lhIv 1'",lIlenlS Hr< .llIe under Ihe N"lc, IInlll OIC N,~e 's 1'''1<1 In 1i,II,,, sum ('",,"d,") f,~ (a l \car" ta'\c...: iIfIll a.~~C:i."Ul.·nl~ \\111l.:h 111 .. \ a(t:IUI prtnnh flYer Ihl~ Seen"l, 11l',1nllncn' :IS R hen tin Ihe-I)rupcrt\'. (~) \tllfh- 'lwJ.~"''''hll':nmcnH Ilf ~1.tJrhl n",'1l'~ 1 'Illh,'" :'fl',lCrt\. I' itf1\ • I C) n.·:lrh· h:IJ,;tnl . II prnp\.. .. '~· lII!'oollranu' prcnllums. Ilh ,"carl,' 111 ... .1 1n."IUrancc I"L,nnuns .• 1' ;In~. fel \l·;,rl\ 1l1l1r1pap.c msur:mct.' prcnmnll."'. If un\. nmJ en an" ."1I111..~ llavahle In l"lfTU\\l'r til I.l!ntl'r. In nccnrdilJU':c ,,",Ih ttK." 1'II1\I~lIln'" l'fl';4IRJ.!ruph >« •. 11l hell ufthc pannenl Ilf mnrt~:lp.l· mS1Inll\l:C pfClllllllns I hl";>It: Ill'ms :uc ,alll"1J ·J·: .... Lrl1\\ ~lcil"" I.l.,:'lItkl 111,1\'. af iU',\ IlInc. colk~.:1 :mJ hllhl I'und;\ III 811 ",..01lnl nut Ip c\tXl'lllhr.: 1II:'\U1\1I1I\ :II1II.'IiJII u ICIIJcr li,r n I,=dcfllih «:llIte .. i I1lllrtJo!U~C Inan 11111\ rt:'lIUlrc f01 B,IHO\U:r' ... 1'Sl:1I)\\ aL:cuuJ11 wll.la Un.: 1i.·,lT.III~l·;l E'\1;ltl! St.'lIlt.--nl .... 'lt I'n":L:lh,rl" i\l:t "r I'P·I iI:-;Uf .. 111k .. II!I.'In hnll' til Inn,". I:! tiS (' ~ ~"HI r/.wl/ f"I~ESI't\ "'I. 'G'IL ........... il111tlhl1 la\\ Ihal aPI,llcs h' thl' ~lllIiL ... :ocl:.. :1lc'..(1 nnnl"nl Jf:-'I'.I.cnJcJ Illa\. :II an\" IIIUc. cCllkcl :tnJ hc)'d Funt.l~ 1I1:1n aml'"nll"" 1!14.'\l:ct·d thL' kS~"'1 :IIIIntlllt I.l·illkr nuw c,tUIl1t:L" the IUHl1l1nl nfFllnd~ J.II~· I'" the h.1.""" (Ir ,,:UfTL,"' dBtli .,II.lll·.I.lll1al'k ~'llInah,:' .. [ 1..'1'..:11.1111;1 ... ..; nf fOlinic E" 111\\ Iklll:--(1)" nih·.!", 1St' III at:l::,"l,':Ulo:, :\:Ih .1ppl!cn~k 1.1\\ 11,1.: "lI!ltL, sllillll'ot! hdd 11\.111 IIl,11Ih'Kl!) "hn::...: 1k.1Jtl~lb ale m;\\lfcd 11\ i1 kderul iI~I:I'''''.\. 111~1~1Ut.:IlIi1hl~. 11f L111ltv IIf\..Judm.,: I cnth:t ,11.1.·lltler '" ~Ik:h .111 JI\~IJ"II'lln'lll In am l·cJcf.lllllllth': 1.{'31111~Ull l.cndcJ sh;ll! npph dlC Flln~~ h' llit\ the I-...~rll\\ lien", I.L11t.!";1 ma·. )\&11 dliUp: I~Jlli)\\L' 11" hulc1u1t! ahJ aPI.hUl.,t IIh: hinds. Imnualh nI\UI~-'U11Z Ilk': "::i~rm\. a~\"P\l1l1. III \\'olqllJ! die I~..;~ril\\ IIl'IlI' IJllk" .. I.1..'1kh.' P;I\, It.'! nq\Cllllh:ll .... ' Plllhe.: huuts and applicahle 1:1\\ P"':",III...; 1.1.1hk, Itl J1\,l1.\.' ,,/I,;h .ldliU}!t.." Ilil\h·'l·!. I.l'Ihkr lila\, retlullc Hllenmer Iii )'.1\':1 t~n\!· .. mc ChiU~C: Jnr an mJc:rcndl.111l'cal 1~.lfl·l;h n:''ltlnlll}! .... nILl.·IL..:c..'l.t 11\ I t1hll1 11\ u'Illh.'\:I:fllI \\ltll IIIIS I,'all. IInl..· ....... apph~;lhlc: 1m\ I'Hwuh.:s "rhcn\lsc lInks:..: :111 "t!Ic..:t.·IIIL"!lt ·:-I1\.1,k III .Ippht.:ilhk 1.1\\ ''-''I"m.::-IIllcrt.:~t tit hl' I'alu. I.endcr ~h.11I 1\_lt ''t.. rCtlmrl-J 1,\ Pil\.· H,llrll\\':1 am. II\I~'\.·."':I'\I ~;U1l111~'''''1\ thl' hUH.I ... HClII.I\"'·1 ;lu,1 !.l·HJt·1 1I}.l\ a~' el' III \\nllllJ!. bl\\t..', IX. thai fJlll·le . ..:1 stwli I'': poud Iln!.ht: 1'llIkh 11.'llk.1 ,I,all ~I\ " tt, 1~(lrnl\\l·l. \\ Ilhlllll l:hatfc .• Ill .mnllal ;1t":';tll.II'ltn~ t.: Illl' 1·IIflJs. Slkl\\lIlJ! al·dlt .... athl tkht';-: 1\\ tlk: 1·lulJ. ... uiJ the 11llJl"'l-..c ,'1'1 \\ ludll·.I...:h deb!1 !c. Ih.: "151\,1:-. \\.1 .... IHillk Th\.' l·uIIJ .... ar I.' pkJ~l·J ;1.' aJlhtltlllal .1oC"":Ullh rIll .111 "1m, .... L'~\Ul·d 11\ lIn .. SCl:llllh In .. " 1111,..-1.1 II fhl·hlu.! .. hd,1 h\ 1.(,..,1\"-:, t:\U'l"! fill' ;UIII\{IIII:-: IWIIHtltc.:J ttl he hdd Ill" :tl'phLithle 111\\. I c.:nlkr :;hnl1l1t.:(oIDl( III l\tlllll\\ 1.1 rIll U""l'\U:S:' (·lln,t-. III :1\..U:;,I.IIlI.A.: \\ Ilh lhl' h.·'1UII .. ·tlh'nl:-d' tillphL;,lhk i~I\' I rUIC :UIIIIIIIIIIII" UtC j·und:-. h::ld b~' l..crhl:, at ~U\\ {Jllh: I~. 11.'1 .... uIJa..:lt:llt hl "~, UK' I: ' .... 111\\ helll' \\ h~n dlle. I.CThk, mii~ :\()-IltJ:II~ I ~))rll\\ cr III \\lIllll~. clUJ. 11\ -tldll :1'1.' HOIIlI\\l'1 ,h,.11 1',1\ C,I, .. ·Ihlt': 1h,' ;11I\I'lInl nl'""",· .. ql\ til make tip the dclkICIH.;\ Hnrrll\\C'T :;haIIU1JlLc.: lIl' lht: ,kll\,.u:n..,\ 111 1l111l1{I1C th.tll 1\\l'In' /)\;llIlhl\ 1'.1\ Illl·n:!'o.:I: , t.:ndl·t· .... :'tlk lhSt..:Jl·tl('ll ( ·PI1lII,.I\,ll .. 'li III fldll'l' .111 "'IIIL" .. l ... ,;'" c,II,\ 1111:.. ~~l tHtt\ In.,ln:IH~·III. I ,~!ld~1 .;ilall prlHnplh n:l1mJ hi '~l)I1')\' t;J ,ur, '·lInJ. ... heW 11\ 1",~Ic., If. IU'kk.1 p.II:1",;lph ~ I. 1 ..... Tll.It., shol" .ILlIUIn:t~ sell till:' PII'pe'1~. l.clllki. plll11 til the RI.:(IIIISlholl Ilf "Ik ,,' I hI.' Pr,II ...... 'h . .J,.llt .ll'ph illl\ hllll!:. hdd t~\ 1 cnd.:r ill Ih~ tUll\: (If ilt:'1U1s1Itnrl N .... alc i)." a I,;fL'J:t ;1p!Bm$t tJlC :-:um~ '1.'1".111"',1 It·, ttll' :-"l'l...tH'.\ ItI...;lnlT1wnt \\ .,hinrl"n ",,1,,' rnr,t !'oo",~h: I 4111.10, •• Ullir 'lar" • ...,ddlr ~"r •· ... ' .. OR" lSI'tTIH \IF.ST F"rm ~ ",'9f) --hit ('0\1',1.,,,, Sf 'I 101.1'''.''1.--Ir-tcl.IUrI£CIo) I.·I"~" .II! L'I·~I'Ji'II·:I:-"·I,,,('r;lt');.;"·jl U"'".u.t~U .. ''' ......... "'1'::" .•. ··.J.r' .. II· r-~--------------------~". • J. AI'Plicallnft IIrp.ymtnt~ 1)111.."« """b.:nhle 1 .. , pml1.J... ... olhelwlS<:. nlll'myrmnl~ Tt'C,~\'cJ hy 1.~1"b under 1'"r;'!"'''"ll< I 'u,.! 2 shall he Ipl,bed lil>1. III .n~ p,e, .. ,ml,,1 ch.,~es ,I lie ",~Ic, lhe NI~e. "'"" ",d. In ru'~I\DII, p"yahle 1I/llk' I'''m~r.ph 2.1111111. III IOllTl.'S1 clue. lillln"."· prinell,,1 Jllo:. an<! la,l. 'n alII 'alc ehaJ~c, due IInd • ..-,ho.' NOlie ",. Chal'Jl:n; Urn,. HUrrll\h.'" :J1,;I1I1'a~ 1111 tn.,,--'"S, ".,\;,\c,'SJIlt."ftIS, dwrtlcs. finc:. nud Impu!'ilhnU;( altnhlllnhlc ltt the IOn""",,' wh,ch rn.y D1lam rn'~'I\' linT UIL' &'1.111111' "L'lI'~"':"I. and "'.sch .. I,1 pam1<nl< "' J!'\)lInd ren ... It'MY /lOITII"C' ,JIUII"~I' U ... "C 1~'hllatl'.lS In the mllnne' provided 101 pllra!",",," 2. """'h~ p.1l1 IIIlhat m.,uler. jjIOfT"\\~ "".11 r"v Ihem lin lime dln",k' til the "1..,,.111 IlIIal r"'lIIellt fjnrrnwer ,h_","","pllv 'iunI,h '"I.ctl!i<-..-.Ii nllllecs IIf ,unollnls '" he pOld unJer tillS l,aTU!",aph Ifllllrnmer lI\a~cs these 1'"' .... .,111.' dllellll.I~'IT,,\\e, shall p,ompill' l"urnlsh In l.cndcr h!CClpl, e\"lIlC"CIII~ Ihe "a\lllen.s B"n,nn.:r . .;hall,'rocul,tl,,, dl'M.:h~lrp:c 11m hen \\hl..:h ha.o; prll'nt"· m;cr IIns S(:cllnlv Inslrunu .. 'T1t lUtics." B41nl'\\'lT f IIJ .I"''''I.!C~ In \\TlImp:ln Ule 11lnmcni IlflOc IlhhJlillll,n SCt:llh.·ll h~ Ihe hl.11 1111' IlInnner U(c~rlahlc In l.cnder. (h) (I)ntcsl$ 111 l!u'lCl '~lIth the hen h.r.· ... ctcli..""t~ l\J!n1n~ c:nfilrc~mcnt "floc ilL" In. Il'~al prllt:ct.-ullll!S \I.IIIt;h In tJle 1A.."t1J'l'f';"i IlrHnlnn ""'Tl~~ '" 1m.'\·cnlllIC~'I1Ii"'CI.'IIlI>ll •• rUlI: It.,\.,~ (e) SOClIrL'" 1"'lIlhe ,.,Ick, "llhe hen an "",cemen. ",I"rllelorl"I" I. • ...ucr ~lll"lflllnllllOf! Ihe: lien hi Ihl~ ~ccurJt\· '.,smunent 11·1.C:lllkr Jl'h:llruncs Ihnl Itn\' pllrt uflhe I'n,pcny I~ ~uhl~l h, A Ih.'\ "h. '11 nm" ,,"nllt I'nl'OI\' ,'n,..h,,,, ""'Im'\ In"'nlluc·nl. , c~n.L'r may ~11\'l' 1~IITrnWCr:l 'NIlICC Illcnllf~'ln!t lltt'lu .. " t \4,,-rn\\Q' shull suhsf\' ,he hen c'r lake.: Iinc ul' nMtfC 'I"he IIch,,"." ~L'f Ji)f1~ nt't,\c within III drays Ilf lh..: P1Vtn~ Ilf nclllcc: ~. Hazard nr Prnpcrt~ 'n .• uranrr, IJuln,wC'( :-:halllcl'Jllht: IJllPlt)\'CIllClib nnU CXlslllltl urlll.ic;,)tlcr er(dc:~1 flO the I'rtlra1\'UL"an,:aj IIjl3m.04 lux" h\ lire.lul/ant" lI1c.h"kll \\llllIn the lem, Nc"\lcndaJ Cn\·c'D~e" IUld an\' ocher luv.aru:i. mduJlny r1,~~L" 111' I1l",dmf.!. f'" \\hlch 1.L."Jl1 rC'lulle..;: 11.,.tll:tlM.:l· I hl~ In~llrllna: shall he mRllllall1cJ In lhe! anhlUnt.( 0100 I, .... thc 1"-111ds that I.Clllkl 1(tllll"":""\ I he In.alr,lI1CC curTicr 1.n\\·IJm!' Un.: m!'ollr~n..:c shall he (.hu~n In lil1rrl,"·c.r:.uhll,;1 h~ I."',', .... ,:' nprr.,val \,hlch ~hallnl'lllc Unrl'a~"'Ahl\ \\ Ilhhc.:IJ Ifl~1I'T11\\ ~r fUll~ tn ,"aml;UIl 1;"\ ,:,Jilt: dCSL'TI;'CJ :.1111\4,.', 1..l.1ttk., flUIY. a11..cndL'T·~ IlJlCt4t1. nhtnllll,;.ll\,\.T:lIlC III ,trnted IA'nJcrs nthlS III I hI.! Prnrl!r1\ In 1I1.!,,)r,L1ncc: ",th parllllTsrh 7 /\11 nt .... n;uJ,,;C 1''1lhck!' lUlll rt.!l1l!w .. l ... ~11UIl he .1CCCr(;lb!c In I.l·ut..lc:r ano ~hilll II1dlkk .. ~'anJHrJ I1IUf1t!HJ.!' l:.l;m:ot.~ l..t.ndc..1 shallll:lh·lh..: IlJtht iu ',,;11.1 lhe pulu;Jl':"I and rcnc\\.t1ls It !.c:n&r r~41lIh:S. Bnnou'-T :J1U1J pr,)f11JHi) ~I\': I.' I.clH.k, ail '\,'<..":11,1:, "f,,;lHt pn'IIIlUll .... nn,1 r ... 'll.,\\uJ Rlilk.4'S In Ihe t.:H'1iI ,·1 ),".~. jIlin I'\\e, sh,ll! f!I\C flU IIHpl 1'1f,"n.:C' Ie, !he III"illillfl":C 1.::I('h .. ·Y ilUd l.cl1lkT l.l·IIJcrIllH\·'tlnJ..c Iln",fnflu:("'lfnnt 111;hk: pmmptl\ b\ IJ""TH\\LT I 'nk .. :: 1.L'nder and 1~ln"\\:..·" I Itlll'ru 1St: u~'rcc In WIIIIIl~!. tn~:nall~C I'WC .. CL-Js: !\h:11I he Hpl'ilcd III rc~It""I .. nll" 'Ir.m . I' Ih'~' I"UP"ri" d;ullnr"-n. ,frht· n'o;lnmhlln nr rt'IHUI I": l·l·tlnflnUt:II!1\· '~·'1:.:thlt.· And Lender· .... ~eclJrtl'·,t.: not le~s.:ncd IfU", rt ...... 1ll'alll~1 0' H.l1ar) I~ ... " l.UMtlIIIUC1I1dl:;L"hlc I)r I.C!H~(r\ :\.C~Ulll\ \\ lIuld I...: IC''''''I~·J. the Insur.anc.c ph'<.cciis shall b:: .:'pphcd hili\(; :-11111'" X~IJICJ /1\ 11)1:-' S,,'.,;urtl\ In~1nUln:nt. \\h~lht!r or n·11 then uu,-, \\1111 :lll\ C\I.:C:':S paid III Btlllll\\l'! lfi i.l.IfJUHI,.1 •• h:utJ,a.~'l:-o the "n'llL't,\. III lint::' unl ,m:-"el \\ Ithm 1/1 JiI\·'.\ nllhce.: fnlfTl Ll.!lklcl thai the tn:illfiUl(C (,:mcr ha~ I ,1I ...... rl."\IIII·.c.:ltll· <I a::.ulIl.lhl.'\ l.l1ll.l, lli,I'. ...:,.,II\\:I rllt! 1Il:;:llranL~ Ptl'<\:CCJ, I.cnuel 11101\ tl.'C thc 1"Il\.:l'\!tiS (II rt.'p;ul Ill' r~."hm.: Ihl.' I'II'I'\TH p, In p:l\ ... 11111:-; ~·t.l1rl'd tH. lill' Sct::lllt\ rU'ill1ll11l·£JI. \,llL'lht." lIT Ullt then dlie.: The.: 10 .. d;.~ pnu-.J \.\ ," "cpu \\ h ... ·11 Ihl..· 1)11111 t.' , ... ~I\'cn '1Ilk~~ 1 ,\.'1 1\.1l.1 ~uk.II'II'ITl~\\ I..~I \)tlk.."n:.c; ~f!TL'1: 111 \\1'!1II~ .• 111\ ar'I'IIl.:;tlu)n Ilf pnlt,;l.\.'t!~ hi prlnclpill 'ihulllllll c'\tcnll I II l'kh1p'l'IlC 11,,-' 111k' d"le ,lltl'n: 11111f,lhh '1,1.\111\.1't' Idcl fcd h' 111 par,It-.":tph' I .11,,1 ~ Of ch:m~c thc aI n. nUll ,II" the 11:1\ mCIII~ II IlI .... l...' P:UilJ:,l:lpl, : I lht.· Pr"I'k."T1\ L'" ,1l::qlllf'ull1'. I.LTU.kT. I ~!lt(l\\l."'·:' fI~hl t., :111\ 11\: l!rillk;C 11IIhcl"~"" mul pfIlcccd, rl.!sulllJl)! h.l111 d.U1L\~C '11 u,,: 1'11'I,,,'1~ Pili" h' tl~' .".:'11'":;1111 In :\hall ra ... , '1\ 1.(mJcr 11\ 11\1..: C\h:nl Ilf Ih .. , "HilS ~Cl:lI"l'J I", ""S St!t:llrll\ In .. t'1llnc.:l1ll11l1l1l' .. h.lld·. plllli lulh,,' .11..t11l .... lthlll I •. Orcu"anc~. Prewn al~'n, M.inlrnann and p,,~"'1io.n ", th. Pror.rt~: Bnrrn ... r·, ..... n Aprlirati""; I .... :.ut'hllld .•. 1\011'1I\\l'l :,\hal1'''-L.1I1'\ c-iL.hh'i". IIIlJ liSt; IhL'l'fI'Pl:r1\ ;,:-. HnuI I\\l.''":,\ P'IIIClpltl re .... lllt·I\Ll· wl'llIn :-il\I\ dll\ .... '!k, Ilk' t."\\.\.:lI:lt~n \11 tJlI .... ~'\,;UII(\ IrI'U1IJm~fll illl,l .. h.,11 c.:.IlnIUl!lI.: ,,1,\1((111'\ tilL.' "",,,cn\ D.' litlnll\\Cr..-ptmc.:lpalll· ... ,dl· •• I.:t" '''I :u 1f:1.,ll'lh' \ L:;II ,.Iit:1 Ihe d.lIl-pJ 1"";(111101111:\. lIuk· ...... 1.1.'Ihll'l Illha\\I.w a~·rcc ... 111 \\IIItIl).!. \\ I lid, t;1)J)~t11 ,h.11I nil' !'C 11II'1:.L .... lflil"l\ \\lfhhdd ,II Ilnh.~ ... l!'kllu,'tll1": 'lI,unh~tall~t::-\.'\1:-'( \\III.,;h ;1(\' h<.."\i\IUJ H"tll1\\c,'S ~"nlnll BHf'fll\\l'l .... hAIl iii It dl ... ..j;II ... 1I,III1.,J.!t.· t'4" 111I1\m tht: I'U'l'l.1h. allil\\ fI:l' PrpIW~1\ I.· (Ic-kntlfiltc. or (pmmlt wa~tc nn Ihl' Pnl"CT1:. B,IllP\\'l'r ... hall !It., III Jd;ttJlI II 0111\ t'.11~1'l1rt: .h.:lInn tlr I'r~""""'\'tJuti!' "lil'lher en-II ell t.:IIIIIIIHll. I~ hc,tttm thai m Lender's fllllilt.1 faith ;II,Il-'1Ut.·111 elluhl 'L',IIII 111 Inlk,llill.: lit ,I,r Prllpt:r1\ IIf t):ha:ml~1.! IIlHh':TliIIl ... IInp"':" the hen I.:u:aku ill' thl!'o Sc..;urll~ iI,:--tnIlIKlll •• , I....:ndcr: :-.t,\:llnl\ 1It1L'1t::·1 li(lmmcl 1Il ... \· 1,;\1: .... :>olk.:h:.l aJd'lllh :tIld rl·msl.1Ic. as rfln "cd ,n flilragraph I H. ~\ l.;III"'ln~ thl' ad"\11 III l"IIl.Cl·JIIIJ! 1 .. I'l' d1:"R1I:>;~:J ,\ tlh it ",1111": thaI. III 1.t..:IlUl1·(\ ~(lIl.1 fall1l dcll'fml"Ht'"Il, 1)lct.:iu,k ... ','rft:lftllt:llllh..-I\I)IlI'\\t.'r''''mlt.:,c .. lllllhl·l'rllp':Il\ \lr 11thI.'I rnnlerllllllllpalllllcnt of the ~n ...:rt.:alcd h~. till,!' .~crurlt\. Inlllal" \"'~\ -M1i \\A'~;nrtnn I .... r .. fOIl t\l.".Slf!~:': "J,llwl\·h""I, ;\1.,.,1-'".,. fI, ~ht' .. "ltf)M\II .... ~If('·.\1r.,.,1 F • ."" In..a P9f9fl '--1m '· .. \!rl.IA .... c r ~ul ."'.1'1;(· -- , .. , lrd .. r .·.11! .,}4:~ ·}~/l.:I-iO·1 .4\.?-:. l"1; .. :"" J~-~_--------~--------------~~ Ir-r:c.\ c>l ~ rag"") '4N'''·.\JI"t1/J' """', . ' • • IM"II""nl "I' I.e,"kl',; ""'Ctl",, mlcn-'-:t no"I'W'" ~laJl 01$) he In dC(~lIl1lf 1I,lrTI'wcr, ~I/nn~ lI1e IIlan nllrlleD"nn prOlec:;,;, Io!M\C malen.tll, fahc ~'r ... .u...ul"ulc 1I1Ii"'''ith,,11 Ltf _'itah,'Il,,:ub I" I..t.'ldcr, Ilr falla! lit prurhk I.cnJl.1' \ulh iUI\ Innlerlal rnfonlUIU"n)III COIIlllt.'l:lll1n "'Ilh Ihe IO~1I c\'ul.'lI.ed h~ tile Nnl., ,"cludlll~, hilI nllllllml«1 I", rll'r''>cnl'Llons c"nemlln~ f4trnl\\(.f':-O 11U;11J1Uk.), nf'hc PO"lut\ iL'" i' l)floclpal n."SIJcn..c IftJu:-.. S\."\:unl~ III:rtrumClllls un" Ica:«;h4l1J. JJorroncr :ihBIl cumpJ!.: \",'h all the pru\"ISIUIlS of.he h.'asc .f B ... rnm;cr ""(1111 res: (cc IIIll' hI the "rupt'r1)", Ihe r~:L.;ehClI" Dnd the fee fltlc shitll rut{ mcr~c ulllc!'. ... I.cntkr a~L"\."' l.t the n,t.' ~cr III \\Tlltnt! 7, PmtK"llnn nf ._tler'. RipllID'M P",p.rt~. l"I~l!Tnwcr I'ul. \11 f"-rfnnJ) Ihe """cnalll< .rnlll~'T.cm"nl:; cuntitlll,:J In till=" St.:ulnl\" fn ... huillLl11. ur thc .. .,.c IS a Jell,.1 pruu.!c,hnjo! thul ma~ s~Il1l'lit:nnlly ailed I.cmlcr'!'i rI~hts In the P.l'fl'.'f1\· f ~1K;h 'l~.;t ''If'occL'dllllf III haJl~nlplc.;.\,. ,llnhale.., ru, C41,KJLlnu3hClU HI fnrfclllnc HI III t:nfun;:c lav.s or rc~ul .. humn. Ihen I cnder rna" lin lind l1a\' Ii:Jr wh;lh."Ycr 1:C ncccs,'ian' lu prutct:t Ihe vallie Hf UK:: I'rurc.:r1v ,IPJ l.cnJLT':" n~hf." ~n the Iln"",'1,\ ''clllk.T's ,k·tic.to,; 1:)..1\' rndlk'" p3\'n~ 31\\ ~'lm~ S&:l:lIrcd In ;ll~cn nlm'h ha., prumly mer tlus S~t.:unt~ Inslrument . .. p' ....... .IIlUJ.! lit L""'dl. J'''~'"t! n:a",.,.u.hk illIufllc..'\·S kt."'i itnJ f1l1c..'rmt! Ililihe PrllpCI1\'I(1 m;,h' rq1lurs AI'hu\l~h I.L'nJcr n111\' Inle Bctton Inldcr Ihls pnmiUllph 1. 1.\"I\dcr tlc-.:s nul h3\'1! 1(1 tIn ::0 AIl\ "n.tull< J"llIlI,."J h\ Len"", IIlkl.:, Ihl' ... no~,.ph 7 :.h,,11 1""'~lIc •• !JiIt,,".1 Jchl "I' IIIl,rll\\"" '"'''Ired h\' rhl' S..:1:IUUY IIL'OlnulM..,,, I :nll~'" lillfll'\\I..'· ;11,,1 • '''fulL, "!"t."1.' hlllllu..'f (t.·IUt ... III' Illf~·mt.'II. Ihc.'l' ;tn,.H ... I!' sh;tU hl':lr mh .. 1t.OSI rr'-:fU Ih~ J.u..:' u( dJshur~mcr\lllf (h..: NHh: ri .. ..: iUld shari f\c pln,'uhl,:. With Inh:rcst. !l1'tln nlllll.!C IMIn Lender Itl BllrrO\\c.:r I~llll:,,'slm~ pa\ menl H. Mlwt~e In..urance •. Ifl.cnlicr rC4wrcd mt'11Ililf'c IIL"iUrUnCl' ;IS n .,;nnd,II.HIUf m4lm~ Ihe InDn $ec.:urru hv till';' s..'\;.n'~'\· In~tlurnclli. l~tlTII\\'cr .;,hOlIlI'-l\ Ihe l'n.:nlllJ"l~ rC{I'JtrL"tII" OI;llntam lhe: 1n,'f1,F::1tlc In'\llrancc In ctll."l:.l If. It" lUI\ 11.·'L~ln. the nHlrt~HJZC jllSural1...:c t,;n'Clllto!t.' rC'IUlrcJ h~ l,l.'1"kr lallsc..~ IIr "'Ca'ol.!."Ic, h,' 111 clll:c..:l. li"rrll\\Cr :JllIJI,1S\ the I"L"'lIIlJm~ II'qtln~tI Itl "hlam tA)\'cr,,~t: :'llb:'liUllially C'lUl\il1c..111 {tIthe 1Il1'l't!:I}.!1.' IJ1:iUr:UH':C I'fC"IUlL"I~ III cl1ccl. ~t 3 ... nsl '\Ilh~laJlh .. U\ ClIUI\alc.:" ," the uN til BlIlTu\\cr uflhe n",~nl!lliZc rn!'o11rl\n~e rr\!\1I~u~h' In dTed. frum oln alh:mah! m,m~A~c In ... 'lfl." "I'pnl\·l ... d h\·I.L'''It., If,llhstU1II:111\ "'4U1\·,llc.:nl m(111i!:I~C m;ufHIH':.C ~11"cragl' T~ 1\1,1 :1' :l11 .. hh.:. IJIIII"\\C1 ~h .. IIII:I\ (1I1,l,1ili L".1~1 month II slim equ,,1 till thr.:-I\\dfU, ',If Ih..: ~ curh lIIor1I?U,c.: 1n."tlraJh:C premIUm hCIII~ pilHJ tw I $IIrr(l\\·C( whel' Ihe IIl~UI'IIIt.:C t.:,nt.T3ttC 1",,~· ... 1 e'll t.:A ... ;L ..... ·tllI.ht.· incllixl I.CIUicl "III :'U:l.!pt. 'be :U~lld;lIn III':"": ":I\I11..:n .... ns ;,111;,\;"0 rl!.'l!J\1,! 111 Ill'" tlf mll.1t!n~c 1Il~1If1~nCC I.tl;o., Jc~r\'c l'il\"Jflcnls Ina\ 11\1 IlIn~c..,. h,; u:lIt1ucd, :.II the Ilptuln clf I.c.."ndcr, If IIIt~nll~~C: UIM,rJIH":C CU\':'lIJW (1IIlhe JUHUI)!ll ;m" ti'r the Pl.'-IC.;! that I.cnJ.:r rC'-lUlre") prundc,1 h\' all m~l1fCr appruved h\ I ..... "dcr ;1J!mn ht'("IlIJ1f:" iI"'iul"hk and I', I1ltl;IIIW" 14"l"rll\\',"r ."hAn II:1\" Ih~~ rrC'1l1l1m'" rCf!lIIrcd t,1 mlnnl""l mm1f!;1J!t.' 1n~lIr""cc In a.:lJca.:~. or 1" plo\'ldc ;lln~ ... ,c~,,·c:. 1U11t1lhl' 1"1..·lluHcmcntltl, Ihnlt~a~L" ItI~UUUlCt.: cnd:,> til "t.:t:.llnl.tI\4..c With am \Hh'·.·n iI)!r~":l1h'l\I hdWcl.'t\ Ii(lu,,\\cr and l.en,le, ~Ir 1I'pl,,:al,It."la\\ 'J. InJpf\1M ..... l.t.'nJI.·' n, iI.' "~Ctli nt.l~ nlil~l' Icll'llu"hl ... · ':nlncs UPlllUHll1 m:-opcd.'ln:'i 'Iflh~ l' .. upct1\ I . ..:nlkl ·,h,111 t~I\ ... • I ~1111 ,\\1 ,'r 11,'lh':~ allhc Ilflll' I,r (Ir IllCllt III ,Ill 1Il~1'1:~II'm :'I',-'clh In.: 1 .. · .. ~lllIal,k ";lIthl: II1I Ihe m~II4,:.,;tllln .... ("unt.irmn .. ,;un. 111l'1"'I':ct~d:-'1l1 :m~ :m.lfd HT ..;blnl tllr d;JIl1'I~""'. JUt:LI oll..ill1:..c.:qllcntlill. 111 (,tUUlcch,'1l '~IU\ ,Ui\ ",,\n~k:nmiltlIlH 1'1 Iithel ta"'III~' (Iral1\ J1i1111lIthc 1"''1'.:11\. CI' tllr LIIII\C\:lnc:c 11\ hCIi e,I',.:l\ndcrnnaliol1. arl.· hcrch! a'''~III:,t aad ... h.lll he p;lld 111 i I. "Ik't IlIth ... · L'h'llt t·f a tlllillla~ln~ Iltli~\·l'h·p':l1\.lhc: prll",~clb ~)l:IlIl\l ClPl'hcJ ILl 1111..' :-llItb "-'~tln.:J ".' 1111:' ~ccunl\ IIl:-.lJlIllh:1l1 \\ hl.l.Iw..T lit lIt't lhCll JUL'. H Ilh ~UI\ l'"\CC."::-': paldltl I i, II W\\l'J Inlhr ~'\ ent III iI PiU1litllakmtz: 01", he Ph lp .... m 11\ nhl~h fh ... ' tau marl .. !.!1 \.tln.: Ilrthc l'nIJ'l.'w lmml\.";ltd\, bct:)f'r' the lalln~ 1." ,. .. qual (II ,'r J..'1l·at",' than lht.· :un\~UIII Ill' the "11111:-;' .......... IUl·'J h\ ;Ju., :--:"':a..:lll1t\ hhlJ\IIl"lt:nt 1I1lJ1l1..·tll,lh:h !",I~rrethc 1.lllnt!. unk:., B'llItI\\(1 ;uIJ l.t.:nJcr dhn\\I""C afll.:l..·1I1 \\"lIhn~. al\' :.~IIU.'" ~""'lucd IIY thl.' S ... ·Ctlllh In ... lnlmenl :ih.11I hL· reJuLf.:,I h\ Ih~ :IIIH\l1I11 11(lhe I'J,x:c.:cd ... mlllllJ1IICd tn" the fillhl\lln~ 1I.11Iu'l1 1.111 .ht: Inlill ,,,nnunl d Iht: .... II!H:-\ '\I,,'lUll·J IInlllethilll"h h'h'lc thl' tjllll'~. JI\'hkJ Il\' (hl thl' fau Illill~d \'rdIlC HI UI .. ' 1'" 1\{.'11\ II1UH-l\h:~t.'I\ l'CfI1rt:' the (,Illll~ .. ,,,, h:,Janl. ... • sh;1I111C p,ll.1111 J 11'1 ra'\\l'l In Ille .... ' cnlllf:1 p:U1I!111;J1.11l[l Clftht.· ht11t.11\ III \\111,-;1 LI;c 1,111 1II;1I~ .... ·1 \;\I'Il'lIllhl' hOpC111. 1111111t.·.I"" ..... I\· hClill"IIIl: ';I~IO": h k;-; .... Ihan the "moun( III 1I\C :-.11111 .... '(!\'lIr~,lllIlllh:dH'ld\ 1~111It: Ih ..... l:lkdl~. unh.:, ... ltorrt\"I." an,1 J. .. ·uJe: olh(,'I\\J~' K~CI.' III \tdlllll~ 1'1 ulIll..'!".' HI'phrahlc ht\\. IltJl.'·.ll"l·I'IIlntk .... UK' pll .... ·I..'·lt ... -m,,1f I,,' ;11' I'li I'fl !II thl' :"t1lm:, "',·i:mr.d h\' fhb "l'(Un!r In:-Inlment whether or Ih-.f.hl· ~lIm~ ilh.·lh .... '1 dUl' I (Uk.: 1'111",1\ 1:-0 .11';U-..J&'I"k..\1 h, III n 11\\". Ilf If. illl~f IIlltlt.:C ~\ l.cnJct h,llornl\\lT thai fhL" l:OnJcmllllr tlners 10 n\oLkL' ,Ul ,\\\,.lI'U ,\1 .,nk ,ll.:lall1l Ii,!, \.bma}!l~, t$4'{IC1\\.t.-'· hills til n:~I~lIlJ 1(1 .CJlJ~, "ltllll\ :lIt Jay's ancr Ihe Jail.' the f}lltl(C b 1.:,\nl.I.&.:lkk·1 I:. ;uith'IClIL.,,1 I" " . .nllc..\.; illIJ "prj" lJu.:: plI'II.:.:c,b. ililb opllon. t:ldll'l tat I e..,;!tIflt1!UU 0, 1l1'IU ofUII: PU""':11~ III 1" Hu,,' "\1111:-0 ,,,',Ul\:d It, Un.; ~C~HIII\ hl.,lnmwnl. \\hclhcr 01 n,11 then ,lilt: \\ •• hI"I'nlllJud nr r","I,~':,n~k bml.\· ... nmr ;\ .. r ..... ,....dd ... ~Iac r:-'f}·OI('II:".',.Rl·'U:"'T --Tllr(·II\IrII.\~·'SIIlIlI·J.""· -- ·r.·(",.I.., (,,,II '')~~I·;lin·:I''s·r.l~(·)'!:' PI:.;'.'JI (~Ie -4 nl j' rJt:0 I ....... U('Y .:,,-q r~==_=-----J------------------------"'" t· • • Ilnl~" 1.c.1Itl<.T :1:\11 Ik""\\'l~ nthL~" I""'[/TU' 111 \\111J11~. :m~ 'pphCIII" .. IOf pn",<,,us In pnncl".1 sh.II nl~ extent' IIr pll:-.lpunc the due 11,11~ I)f the monlhl~ pilymcnl-i rcfcfTc\J tu In paratfraph..'i I and ~ ur chaJ\tI'c the oulJl,lunluf such 1I:I\lfll"Ols II. Bnr"",rr Not R .. u .... ; FnrMar.nc. B, und .. NIII • W.lvu. ""en''' .. ..r thc IUlle li~ P""lIl"t ur lIlolJI.it..:.l1UJf1 fir tVl)or1I/.1Ilun of the ~'Im . ..; Sl."'CUfcd m'lhL( :-,cellnl\" (n~tnurn."1 flTaDh .. -U tw I.cndcr tn am' S1ICCC!'\.'oiUT In mtcn:st <Irllo",1\I(t shull ",~ "I'"ale III n:k: .. "" Ihe II.hlllll· oflh" nn~mnlllnrmwc, '" fI"rrllwcr·s ::tlcec!!",,,r.< Ih IIlILTC.<I I.ender stl:lll IlIll he rCIIIJIrl.,j lei CUllllnL'ICC JUllCCL-dlntt'" "tlalll"t lan~ SIlC04:Cs.",lr 10 II11cro1 ur rcfu.~ tn cxlc..."1111 time for pa\l11cnt nr "therm,';'; Ih(ldll~ .mllrtllal,,'n IIf Ill.: swn., M.'\:urcd h,· \h" s.:cun'y In::'nullcn' h~ 1( .... 111 "r an~ ,!<1na.,d I1Io1Jc h~' illc ,tllf-!JIIOIlli .. nU\h:r • .,. IJclmnu •. ,.'s SlIl.:4.A..",,",,,rs to lilian...... An~' fllrhL':mmLc Iw I.L·ndc, In C'L"TCllOmtl am' nphllH n..'111L-d~ .shHJl 1)(11 he ;1 "1II\l."f t,f ur pn:cludc rhe L'\CH;t:--c I." "'1" nght It( rl·ml1.'~· It SuCttOlOn and A .. i/ln., Bound; Joint and M ... rall..iahilily; Co-.ir:MrJ. the e'''·<lIanl, ond 0PCL'IlL"". lIf fill" St.'c:unt\ fn~t"lI1lt!n' shnll hu .. l"nJ h...",rlil the SUcc.l. ..... ~'rs nnd II:NJ!l1S "I' I.l:nd~r Ilnt' Borrower, :,uh, .. 'clln the pn '\l~J' .It" of pn1:Jp;raph f 7 I ~llTI 'WCT' .. U )Yl..'n.1I1l" :lnd 3t!f\.'clllCnl.s .shall he '1Imi anJ sc"cr:d J\n~' I :!onu\\cr ",hn ,,'-sl~IIS !tIL; ,~lAlt\ In .... 1Jll1llc!tl'llllI d,'M.!..O( IU~ C~l."\':lIh.: chI! NI~h! (,~) 1:,\ L.',',slll"'lnll lIu .... SL"C\U'U\ 1n.. ... 1nuncnt nnl\ In n\nr1,np.:, ,".lRI :1I111 LlIII\ L: Ihal Bunll\\cl 's IOh.:'C~1 III Ihe l'rllpl11~' IIntler ,:'C h.:ml." of Ilu~ ~':.:~lIn'~' In.'\tnnllcnl. I h) IS nlll ~.,.,~lnilay "hh",,'cd I",M U,C ,um-,",cured I'\" II", ScCllflll I,,::lfulllenl. .nd ec) aI!H"" ,,,., Lemler WI" .111 ulha 1~.rrO\\L" '''.~ ;I~l'.: hll'\1L311I, 11111(lIf\ fnrfl\.:;.r or 111"1..1.: 1111\' i'L:cumlllo4ollhpu:-o \\ Ilh rc~anl tn thL" h:rm~ nfuu~ Sc,-=urlh In .. tnuncnl (11' the NulL" \\ Itlt-tU( that t1urrll\\cr':.; Ct)oSt..'1\t 11, !.nan ("halJd' , .. the II~u, :......"\:uroJ h~ tillS St.'1..Ufll\ hL'bmnl1111~ !"uhlCd In" hi" ,\,.uch ~ls IJll\IIUWn IIHII1 ~.hal ~l"';, illKJ rh,,' IlI\\ I .... l'nol1\ 101\!fIHClcti S4l thOI the mh'I(~t HI nUM:'r '''iUI ..:hal~(~ cnlh:ctcd IIr 10 h\! c"lIl:ct~,j III (11flllL'..:hun \\I,h Ih .... lu;ul f\!.Xcd till.' ,.CllilIlh.:J Imuls, then Iii) 1111\ .sud. '''dn t;h:ul!c shall he n:,lllt:.cd tl\' the .':.lIluuni "";c.,,,.nolu ruhl\:C II", cha,~c hI Ih< f'Cnmlh:<.I11II1I1. alk" h I ,1/\\ 'III1L' .I,cadl ",.lfeel.-u li'~,,'i<.n"\ll'" 1I'lneh c\ccellcy r~c.:n11luctf IlIml:-;: \\ III he Idultdcd In li •• rr.I\\1.1 l.cnJcr Ina\ .. hlll,.St: In make .hl=" rclill1ll h~ n:duL:lnp: Ihe pmxlpal n\\oJ unl.k:r th.: Nplc Ilj h~ rnallO~ n dln!cl p.lnn..:nl 10 nllrr~)\\"'1 I r a .eI'UII'" rcJ,IC4..'S pllII(.,pal. Ilk: rccJUcllon \\111 he (rcafed $IS .\ p;tIILal,lll.:l'it\IIICH! \\Hhllnl illl\ l)rl!p.I\IJtCIll dunt!c IIJkkl III", Nul~ .-1. Notitu. 1\11\ nllllCC h' li(~1 rt'\\cr I'nl\'ldcd 1(11 ,n tlll~ Sc~tlJll\· In",nunc,,1 ""11111 lit,!' J.!I\Cr, hv \L.:h\'L"ln~' II clr hI. I 11;111 1JIa.t II iI\ lin,. ell'."; 111:111 ulllc~, ;II'P'IIt.:al,lc 1:1\\ I ((Iunc=" IL'C 1'1' :UllItlU:1 n ..... tht'lll I hl'lItlhl.;c ~h;llIl..: ullt'"l,;Ic..·tJ til the PIl11'tt.""'· "(~In~'" I1f .111\ 1111\1" aefOrt·" HHrrI'W\' 111!..:tf!l\Atc~ t,\, n,)flee I., I t.'ndrr An .. ' notlte 10 Lender "\hell he ~I\'cn h\ lir ... 1 da,,, 11I:IIIIIlI,t.."d .. ~r':--aJ..ln... ........ slall'\.l hl.iL'11 III' ;UI\ nlh\'r IIIJOI"'":'o" I.emler lk~lJl.nitlcs h~ l1uhcc fI, HUrr,)\\·L'T An'Il(1Ih:(! 1,,'1\ 111..:.&1 fl1l" III Uu ... So:llnt\ Jr",1nm"",,1 4\;111'~ d .. \.,m.,,'ltl hay\.!' 1"<.'\.11 ~1\"Ctl hll~'llrll"(..' (Ir 1.4o,uh:t \\.hCIIl!ll·ClIll." prll"ltll...! 1111111., I'al :ll-'1Jph I~. (;fJH~rnin21 .. ,,; Sr'rrahilil~. lilt ... ~Cl:IH'" In~t'll'n ... nl :-hal: I...: ~n\":ll1l,Jtl\ fl·~h.'HIIIi\H flRlltl,,'IH\\ III Ihl' IIIII ... d'Lltoll III \\11I...:h JI)l' I .o,h.·11, ""~;lIL:.1 In the C\ l"l1lll1al am 1'1I'\hll'ln nr diIllSl'''( thIS St:l:urJ1\ fll~III11Cfl' IIf Ih~ N',(l' ... ,111111..:1,' \\llli al~lh~.lhk 1,,\\. :,lI~h C4 'C11lk:1 ~Hllliitl' alh.'ct l'lhC:I prll\ 1.'llIn~ of tills Sct::1IJ II, In .. .;lnt;)ICIII uT I!" N('h.· '.\ludll.UI til..' t-!1\l'l dh..'\;! \\llhtllJt lll\: (1lUlhdllll! pltl\'I~llln I., U!!:-L'nJ tin.' 1'111\ I:..IHI\. ... lit tit" SCI;IIf11\ IIIslnllllL11111nd thl..· t' .. ll' .11" tI ... ,,;I,IIL'l1 hi h·: .... t.'\t.:liI"h.~ 16. Bom)¥ltr'J C"p~. '''''14l\\L.1 ~,alll\l,.' ~1\"L1' lqlL" Olltlllllllru 1,),1\ (I, lite Nillc mulllrlhl:> ~u:'lInl' III.'ihlll11cnt 17. Tran.ftr "rlh. Proptrt, nr a Brn<Hdallnlrrt.,1 In Bnrr"".r. II' all '" nol part "rthL·l'f"I''''' '" :,," 11111 .. 1\.· ... ' 11111 , ....... lld PI tJ.III,Ii., lui 1111 II .• l~ndiLI;,llIlIL.,,,,·=,,t III I ~lln 1I\\l'T S'i ~'II.I OJ t, an:-.fL'JTcJ anJ Hllm'\\\'1 .:< 1}tI1.1 llollu: dl ~·\.'1 :"0,11\1" Ilhlllll I Clhk'I· ... ,'I"~ \\ Ill1l'l1 L\III~el1l. ! .cndcl 111"\, :t1 Ii." opll1ll1. 'L"I'II. C ulimedl:':!! p;lvmc.:nIIR I'dl.,'ull ~-.JIJIS ... l'LII't't1 1,\ till .... SC(;IU Iii In ;1111111c..,,1 1 10\\ 1.:'\ l'r , 1111:-: III'II.~II ~h;dl f1l1t he l"\l'It.:.I'cd 11\ I.l"tlcr If l"\l'II..I.'C IS pflliuhlh."d h~ I <.', h,:1 .. 11.1\\ .I~ II(thl' J:ill' 1111111 ... SI,'L!U 11\ rn.~lnlllh:J\1 1II0ld\'l t..'\l.'ll·IX·;-' UII .... t'l'l!illl, 1.\.:lhk:, .... hall ":1\'" I ill!lP\\~' IIdU'l' ii' il~u.:lt:f;lhlln 'I h'l." nllllloA.' ~h.11I ,II"\' hit..: a 1'I\·lh-..I,,1 11,11 h:~ .. than l')Ja\~ fr()llIlhc Ul.I1C Ihc 111111Cc.: I~ LlL·h\l.'lcJ I\r I1MlkJ H.lhm \~hll.;h Iil'fllml!rll.lIsll'lI\· .. 1I :-.11111: • ....... · ... ·'u I'll h\ tJlI~ Sl,,\:Ullh In,tnIF1ll'1" If lil'rr"\\t"T 1:)11:-: t'l pit thc~c Sl1m~ rON 'nih", C,"plHlhnn I." ,rll~ pc..:nnJ,I.t"Jll tna~' 111\ \.kl" :111\ h.'T1lcJle~ I'CrtlllllcJ It\ 11m: S .. '(.Urll\ In:o:trliflll'flt u.lllh~uIIUJ1hL' ·)011..;: ..... 111 dcmant.l nn Borrll\\l'r IN. BBrm".r', Ri~ht tu M.ln.lal •• Ifl~<Il"'\(' ,,..,~., CL,ttw ",.~hh'.IS. """oller sh.1f h",c /he lI~hl'" I",," l'ilfl'l ~,t~~nt!nt\·r fhl.-. S~t".l1f1I' In:~tl1lmI,"TlI dl~(\nllnueJ at;lm IlI1ll'l'f1<'1 (Illhe: f,::llhcl' I'f la) 5 J./I.\S \"' ... uch ulha IH!IIP(i .l' .JI Iplh ... 11k Itt\\ IlM\' :"I'~.\'II\ I. II ICllhlillL:'l11L.,tll h,:I·.c.: snlc 01 thl.: I'IIIP((i~ plII ... uanllo puno III' !"'uk l,:olllaUlI,:d III U1I:''' :--:l".:!U I" 11I .... lnnO.:1I1 III I II I cnll\ (ll ,I H"J~lIll"1I1 cnh,,·clll;: t!II .... s ... -...;unt\ In:otnllncnt Thl. . 1n Ihon~ arc 1hal f~ln{l\\Cr .". :0 \\ .~h.nll"n II". ur 1 ru.cl :\1fI~:'" t .l1fl,h,t"Uhl .. \b,·.·nddl, 'hI" 1''''Ii' .. nM~f t .... ',."'r\tt::-., -'-'''.'·O\'''.!'\'I' ~:Ill r.I.,,·.--- J~==.~------------------------"'''''' (.("...~ ~'n""J"'" 1,,19ft !""t· ~ ~~'O) .... I .. A.II~.V911 1- • - t:I, I'!I\'!\ r .cw.Jc...,. ;,11 ~'lIn=, \' Ilich then \u"lId he ,hlc IIlwcr tllI~ St."CUJlt~· rJ1~'nl1ncnl nnd 11U! Nutc a. .. Ir un acccl.:rlltlllH had Il~clllrc..J. tllll,;un:s ,In\.' default nl' all\ utJ'lCJ C' .... L"ilUl1l~ nr a~C4"1Jlt.·"ls. Ie} pi!~s:ail c.'\p~nsc.~ In~unt'd III cnrnn':lI1lC this Secllrtty rn!'Olnlmcnl. Inc.hlfhng. hilt nul hrr.ut:d til. rcn,.·.;ur""hlc :llInmf:~;s' rl-L·~. nnd (d) takc,!'; such actIOn as L<"l'ltlcr mn~ rl'a"ttHlhh: leiliurl' hi iI:~"tlrc thid II,,: hen nfthlS St.!.,;unl, In:\lnunl.!nt. I.cndL'f"S nt!hI.< 11\ tJl( p(l~' and Burru\\.,:r's C~lhll3t.1111 In I'a\' the ~JID." StXllJOt' h~ tln'i Su..1UIt\' In!\1ruJnLTlI sla;dl u""Unuc HIlI;hantlClJ I }f'un n.,n.>ltalcnll."T11 h~' nnnm\l,.. thL< So.\:'lnly 1n,1rumI:r\1 ""tithe .. hh~all'~c, .... '<:.U'c<l hcrchy ~hllli remam rull,-errccuw 0$ Imll 1I«..,I<Tlllllln had IICCwr~~ J Im,c,".:r. Ilu~ n,zhl tn rCIO.\halc ~hal1 ffilt Af1pl\' tn .he CIl'\C of OCa:1LTRhun under rlnprnph 17 I? s.I •• r Nil'.; Chan~. of Loan S.n·lnr. 111< N(~c nr" l'.ru.ltnlClcsllh II., NIIW: (l1)¥"thtn\l1h dll~ St,.'l:llllt\ fn:-o:lmmt.-nl) ma~ he :"001«1 IWlt: II' mOle IlInc~ \\lthlll:ll'nor ntlht:c III BUfTnm .. T A sale mil~ resull In B dJiU\f'C 111 ~IC CIIUI\" (kilo '''1' a. die -I "nrl Sc..'f\1,.:fI thai clllkel< Inllllll,ll l,o\1I\(lIls dlle lind.", Ih. N"I~ And Ih,. S~unlv In,1n,n",01 ., herc ;11 .... 1) 111;1\ tIC t'lf)L; 1'1 fJUI'l' chan~l.~ "r,he J.".:1I1 Scr\'uxf IIUlehltcJ lei a ~HIc "ftht.: NI)tc rrdlCle I~ u (,;han~..: uflhc' I, •• , S<.T\lc<'T. J~.,..n"cT \\111 be: 11m." IIlIncr".'llCe "Ilhe d'.Jlve In IIccordall"c WIth r.m~BJlh 14 "hi"",, ru.d arrhcohlc 111\\ 11k.: flntlCc W,II slilte Ihe nante :ultJ "I,lrC's.." nflhc new LUln S'.!rYfCCr nud 'he addrcs..,,, In which pI}n,cnts shl'lIf:1 he InJtlc The ncltlCC ",II .1"0 Cllllt:110 ;,in' olher ""i,I'lfI3hflll 'C(luln.-U h,· 4Ipphc.ahh.,' la" 2B. JlAI ... nJnU. Sub.tanca. J~Ml'''wt.'' shlill rk.~ ClIIl'l: III pcrnul the pn!.""-ll,e. 'L~. JI~rtlS41. ~\)1 ape, or release ol;utl Iiallvu. ... Sul",1NlccS '"1,1( 11\ d",I'n1J1<.T1'· B'IfTII",'r ,h.1I 0111 II". fI •• r 011"" ,,"I'lIno cL<c III ,k,. Iflylh,"/I.Ili."I,"~ UlC Prtl'k.."f1\' tJulils!ll \llllalHln tlf 0111\ I·.m.tollmcnta) I ,1\\ I hl' !,H:LCJI:l~ 1\\1' sentences =--lmlllul( .. ppl\ ll' tlu: I'fC;\('111.:,-", 'N:. IIr -.t.>r"~" 1111 the l'rlll"-TIV nr ,.",,11 '1",,11111>' ,~.J IIV.urdlll~. ~uh,lallcc, Ilwl ore ~CII(nlll· rL,<:(.tIflll.cJ I" he 01 pn,malc hI ncltm;:llc~III"'11\I .. 1 u.\C~ and h. lUillnh.,uukcc tlf the I'Wfl' .. ·11\ 1~111."\Cf shall""'nll,Lly ~\\.·I.\.Thkr nllttI.1111,)IICC l\f~ln\. 1lI;'·f..~'I~;III1'u. d~lIn .• tclI,:uk.J.la\Ao:-,ull UI UU1LT 1II.::tUMI hI. ,111\ ~U\ cl1uncnlal III' rCjlulator\ ill!cnl:\ IIf' pnnatc parh tn\',l(\ mg UI",' Prolxny anJ any I hv.nrJlIlL" Suh~1ancc 01 11l\ln"uncnt:.1 r.dW .,f"tuch li(ll!("\l.t h;l~ ;14.;11131 ~nc,\",lc;di!l.· If HnrTlltn." 1c·'n1s. uf 1:. 11I1tllil.-J In-illl' t!0"'(OnlJllCnlal llr ll)ml;d1 If' autlll""lh. ~utl iun' rcmn\·;t.II!I.tlLIu..,. rt,nuhahHn of .m,·IIOIilnJ"u:, Suh:-;lilftCC ltlrl'I . ..tm~ thl! PmrCr1y I:. tlCCL'S.''''''. III 1m·" cr :-;hJII rr()lnl'U~" t.lk~ aIIIlL .... ~·'.'t!l~' n:mcJ,al act II'''~ 1II'K:C4lrJ'lnl:c \Ioull En\'ln InJ1lCntllll.MI ,\, u",cd III Ih.:-PilruflTul'h ~f1. ·11;v'IIJIIII:i Sllh;o.lilll~':OO-'HIe IhllX sull~wu.;,::-. Jdilk'J .1:.IIIXllj til 1~.V.iIHIItIL" ";:1I.,,1iUk.:C,' It, I,nQnlllllClllal La\\' jlUd Ihcli.'1l0\\1I)~ sllh~tJU1U." ~a..,,<~IIIh:.ll'((I:">Cl'k" tllher Ilammahlc 11( lll~U;·rCllClh.'Urn pn .. hk.l...;: t", It: 1'Il:'~1ICh.k.:., alltt hL1hIChk':'l. \),100 ..... Sillv..:nl ..... n1ilkrutls ~IHlr"Ullllf! ashe"tn:--\lr 1,-nn:aI,lchnlc. Rfld rnJloadl\l' rn~h":II..;: .,~ IL"C..'flllllhl<{ l'Urllfltnrh 21). ~1:n\'1iIII1IItt:nl.llII.H"" 111{'11II:-' ,c.ll'l:.tl titUS anti u.w~ III the ItUlStJlctltlil \\'hc..'Jc the 1''''Il\.'lh 1:-.11-';;111.:.1 IIlull cLllte tn ht;ililh. :'ilkh III c.:unfOmtll'ntul pwkt.:hol1 NI IN,! !NIFltRf\1 ('f )VI·:NANI S B,IIII'\\l.'1 alit! 1.t..11J,'r hIl1h~:r LII\'cllilnl and n~cc a,,, fllllll\'~ 21. A« .... ulilln: R~mr~i ... l."nd~r .noll ~i .. nolie .. In Bnr ...... r priM In ace.It,alion r"lIn .. in~ R.;!TU"rr', hrrarh nf .n~ l"U','rnant nr 'Jlfl't'JJI("ft' in .his St'£uril~ [ndrumrnt (hut no. (lrinr.n 1ttc!leraUnn undtt l,a'.~r.l'h i1 unir-.. appllul,I.I ... r,".id •• IIlh,,",·',.). Th. nulico .h.lI.p .... if~: (I' I .... ddlllM; (b, Ih. ortlna r<lluir.,111I run Ih. ~ .. f .. ull: Ir) .. d.I., nlll "' .. than J(I ... ). lrum Ihe dll'. tht nnllt. b Rn,,, 10 BO'I'II ... r, .. ~. l\hleh Ih. ,Idaull mu.1 he cUn',I: and 101, 1'1.1 r .lIur. tn cure the ... f .. ull nn nr hdn,.lho dale 'peeln ... In Ih. nulK. m.~ r •• ult in ared.ratinn 01 Ih. 'UI'" o ..... u, ... h~ Ihi> S .. ·uril~ In,.rum.nl And 0iI1t o(the P'fJrtrt~ at puhli<-.U.1~'" _I. dol. n .. IIeo .• Ihan 1211 d.y.1n I .... flllu .. _ 1 .... nntice ,"all 'urib.r Info'm B.,,,,.....r .,.h. rlJhl til 'rin.I ... · .fI ........ :Jr,.'illll, .h. ri~bll" hrin~ a .nuri "etinn I ..... crt Ih. nnll-"Il.t.ne •• r I delllIl. or an~ alhrr ... I.n .. IIr Bllrr"",, I .. acc.l.nli." 1.11 .11., And an~ nlh.r mall .... rt-qui .. d III h. indudrd I" .h. nntk. ,,~ applirahl. I .... IIlh. d.r.,,11 i .• nllt rund lin IIr h.,,," the d,l. 'I .. rili .. d in Iht nolier. Lrndn.t It. "ptinn may ""Iuin' im'nt"i.I'I'.~,".nt In 1 .. 11,,1 ali.um ..... urrd I,~ Ihb Srcuri.) 'n.lrum.nl" ilh.,,1 rurihn d.mand and .... ) iMllk. Iht IlIIlIfr 'Ir .•• k and an) "Ihrr "m.d"'. i,.nnlllc,1 h) .... pllt.hlr I .... I..4-nd.r _hln h~ tnllll.d In (I~"'·I .. I "prn.',. i"furr.,1 in punuiaR th. r._dl .. 1,m' idrtl In Ihb paraKraph 21,InclvdlaK, hul nul limil.d III, ' .... nn.M. all"tn.~ .• ' Itt~ Rnd 'nil' .IIJI~ nlcl.nr •. "undr, in,·.k .. th~ p"' .. 'Dr.al.,und., .hall R;" .. riUtn n •• llet lu Tru.I .... HIIr oc<urttne. or In ."nt"r tld.ult and ur l.4'nll,r·, "'.rllon III rauu .he P,np.,ly In h. ,,,Id. TnulH and I-*nd.r mall like .cllon rt~."lin~ n"Ii •• ul .al. lind ,boll Kh, wch nulicrt lu Bur ... ' ... and I" nih., p<r.on .... arpllcahlr I ... m.~ r"Iuire. AII.r thrU" .. "'Iuir .. d h~ Irrlicahk I.,. and afltr publlc.Ii,,_ .. llhe IItf uhal., lru.let ... ilhoul " .. ,bi"llnn Iknl .. ( rrw.I.~,uJ,:k I Am,I",·t·,"alr .\Iar:h ... d" ."ar .. ,n·OK" ':'\"STIU·~Ir.:,\T --111f ('u'h'IH"" ,.'"1."'.'''',-- ,.' Onk, l .\11 ,.)~;. IJ.~'I.; t~IoI+,1\ 19";1 1'\:,:"')1 (rale(,,)1 x ~",n.\ 'UlI"",.n'l!W /-......... -------------&a ~, • • TruI'£" m., p .... ""n£ ...... 1 .h. Prop"rt) r., • fl£,I"tI "' ",rio'" fl£rmltt • .t II) .pplleMhl« Ia .. II, puhlle .nn,lUlk_ttlI8' tho '1"", and pla ... medln Ihe nolir •• 1 •• 1 •. len~.' 0' It, .... Iltn.e may pureh .... lh" P"'fl£rt, •• an)· .. .... T .... I"" .h.1I d.nn, 10 Ih. I,urcha", Tru .... •• d .. d .0n~.'laK lhe P .... p.rt, .. lIhnul Mn)· ..,,·.no' 0' .... ".n.,.. "p,. ... d or Implitrl. Th. reclt ... in .h. Trwt .. •• d .. d .haU h. prim. lar" ..-Id"ner 01 the truth.I Ih. ".'.m.nl. mid. Ih.,.ia. TN.lre ,h.II appl,lh. pr ....... of Ibe ,ale In Ih< rollmrinlt n:de,: (,)'0.11 "pm''''' "'III. ulr.lntludln,. hut nnllilnlted '''' ro .... ".h~ Tru,' .. • •• nd .lIom",.'· I ... ; (h) 10 .11 .um .... urod lIy Ihl. Securlly 1 •• lrumml; ond (e) an) o.u •• lo Ih. p.,.on.r p.,..n. "'KIll) f"lltled I .. i •• r Ih •• lerk of .h. lU~rlnr cnurt nl'M cou"I~· in ..... ieh Ih. Hit ... ,k pllCf. 2%. R .. "n'·r~·.1K"r.. f Iptl 'l.I~11ll."0111( AII:.1Ul\" S4.,\:IIfClI ~ ~II~ Sc..:tHU~·II,"'1"lmCIII. f.l.-nJCI ~hall rl'lllll~1 I nl,Icl" 1.1 rl\:A'fnn.'\ the l'rtlfl'L"11\ ;uMI :J11I1I ~\an.1ltl, uus .'M..,\:ullt,,·ln.'lOlnnncr:t 3I1d all·'tlfc.'s cVHJl.-ncm~ de,",t !>ccurcJ hl' thl. .. Seculll~ 111~lmll1cnl til Tru!'it,'c rn.~h,,"t: ,hall 1((;unn.'\ the Prore01~ \\llhnUI wnrTlln~ In che rcr:...(\n or IlCrSlm~ Ict!ally cn:ltlL'tI III .r Sut.:h Itl!rStln nr pcrsmls shI.ll ra\ lin\" h;CI)rd .. lllln 0\,1:-, I.ender 1H1t\ cl\.lr~c .... tk;h pcrs.1fI liT pcrsllu:-; ;l fcc rill rCl"ftll\c!\·U1J.! ehe PnlIJCI1~. !lUI H"I ... Irtlle fcc.: I~ polld 10' thud p.1n\ (~lch :1:'\ the: l'ru."ll'C) It,.. Sl.n·.ce.; rc.'rnJcrcd nlullhe d"'~m~ ,,'-'IK" I;;~ 1< r,:ml!!I<.lImJ.-r nrrh<""k I:I\\" 2.l. Suhditute Tnuu... ill aa ... 1fll ... n.....: \\'Ith :trrhcahll·l;m. b·lltky m .. ~· (r1l1111UllC In fUlk.· ".'pnml H .\llU,;c.: .... ~ll IrU:,h.:t: In all~ ·In.!'-tc..'C al'jllllntl.,:d hl,4,:UnUcI "hllluL" t;Ca.",J lit a-.:1 \\'lIhoull",un\,C'\a.h.a.: lit the I'rnp":r1\, the: S\tI;':C::-..'itir Im!\1cc :ih;\11 ~'lCeccJ ,,, ill! Iht: lith:. po\\cr and dutlcs c.lIllllTrOO upon 1 nL.;fL"l: herem and hv arrlll'::'Ihle !:'In- Z~. U.e "' Property. Th,· I'n'l'~rt\ "Il<~ 'l«>.lI"IIIC'I,.lk "If IIl!rlCllltllml .. r rarnlln~ pUll""'" z.. ... RI.:'rn.rt .hb SKllrit~ IrulrumrnL If Imetlf n ... 're ruler,: arc L""\t."ClltL-d l'l\' Il(lnHl\.::r JII"I rcclmicd Inpcthcr \\llh tJ11~ St."\:1IrII\ In:i1nUl\t1,t.lhcOII\·L'f\itnts IUlllllt!fI!&!Rk.'f\ts I,t cl\~h :-.1k:h rltl .. , shall he ,"'ltrpt)f;)lcd Inti' l\Ild ;oi11",11 ilJl~IlJ :111,1 "lIprJcmcni 'he CII\t:llanl., and ;J~Il"I.'"IlICnl." (,I' llu~ SccIJTlI\ In.\tnllnclil as ,flhe Jlt.h:ris' \\crc n p:trt of thl!" Sl"'\:llnty rn~trnmcill It ·ht."l.:k appht:"hk hll\ll'~11 o i\JllIslnl'ic I< "'~ Ride, o (. IIII1t.IIIUnltlilllJ IJ~r o f iraJ'laicli l';I\'nCnll~l,kr o l'I,,"ncd I 'nil I k\"dIlI'IIIL'" I! ule. o lIalll,," I{"k, o Hille hnp'"\l'1nCiU Hillel o i "~:rrh' r'I',·c,l\I \\ &\hlnrton 11,,4 nl J n!.11· .... lnl:h I .. mlh.~.nni" \ ..... F".ddw Mlc I :\IFOM~11,":':1~1 ~It::"'il ·_-I""'·I\\t·'llv,;,rS04"ll'·F.I,, -- !,.ll"I,: ,',di 1"-: , ':Jjl' :1 -.... ! -nr)-:, 1··:·;\i·JI ........ :r.~: ....... (( .. :::r: 1':". f-·~a~·?-' ------------------~ .. a o I·~ l·nn\,I\" Ruler . o IlIl,",x~I\·I'''\l',",IIIt"b o S<"\;III1J II'~IIC 1!ld", I~c"h ·lh,."M(' ..-onn In..ut ,.,,'71'. 11··l~t7,""~o:c) l"'I\U.·.f~fl,," • i ( '/- • • ---------ISrx~ 11c"'" rhl~ 11ft( h .. Ad.fk)~ICd'7"t"" -------- I "n,r,' tha' 11: .. ,w "r ha',· ",to,I,,"I"n' cnJL"IlCC ,h., Michael L. Hanpshire am Lirrla S. Gee Haripshire (.11"..; ..., 111""1( lif prr:.",,/ " Ihe 1'<'1"""0 "h" "pl",.r"cI."e"',,· me, :on,1 <:0,,1 peTSlln :dnl\\\lccl~\~1 Ih.I (h"M,c) ~'[Ill<~1 Ih,~ ,n.<Inuncnl IIml ;u..:ll1l1\\ Ic,Jl!cJ .. til he: ~'iit_"L" .IIIJ \"ulunf ... \-11(1 (or rhe 1I'iC~ anJ IJlIJPHSCS mcnhtlnnf en the mslOimcr.1 nlis instnm?nt was prepared by: &. Patterson and co-camsel Rruth. Crabtl:ee [" Fennell Peirson '.II.! I· 'l-01 -,-------._-- Inlli'''~\\\ \\ ... ldnltnn Urrd "rTrv. •• ·:-."'dc ~AIUlh·hnnjC' ~1af'.trf1l"., .'he' ".·fHUII~SIH'·~It;~T --1,,, ('"\Irll''''"''' s,.IIR"'_'o", ;.-....... "'i.""'" ,'~ :~. ( .. " r.. t-nrm JI ..... 11'9 9Ct (r·iC"(\"'~Ii=""") ,,,,,,U.'.I:" fl,.~' • t, • I ... 110.; 4013136134 ~;r .. EXHIBIT "A" -LEGAL DBSCRIPTION WI' 2 OF JUt,G mt..mY SKlRT PLAT NtM!~ 179143, AS REalRDED UNDflI. AllDI'Jal.' S FILE m. 7910180905 BE!!'G A P.:F.rICN OF: 1HE s:x.rrn HALF OF 'IHB 00tmiWES'!' ~ OF nIE I«lR'IHFAST QUAR~ OF 'IHB ~ <;UAR1ER OF SEr:I'Irn l!3, 'l"CMNSHIP 23 tmrn, RAU;E 5 EASr., W.M., IN KIN; o:xJNr'i, WASHm:;:rw, E<CE[1l' 1HE WFST 7.5 fmt' OF ROAD; 'fCGf."rnm wrm AN FASF1>1ENl' FDIt ~S, B3RESS At-lJ tffILITIES OVFR 'IRACIS Y AND X OF SAID SOORr PlAT. ~ ACCOUNT NUMBER: 15~305-9214-04 ) .... --~F~ ........................................ 1I1I1Ih ,. • DEPARTMENT OF REVENUE PROPERTY TAX DIVISION POST OFFICE BOX 47471 Jlfll"ll'" ItlZ2~I .. "1 UI .. ICING cQiN1y, ~ OLYMPIA, W ASHlNGTON 98504-7471 NOTICE OF LIEN FOR DEFERRED PROPERTY TAXES AND/OR SPECIAL ASSESSMENTS Claimant State ofWashmglon Taxpayer Clara Hagennan, et al Legal Descnption' Section 15 TownshIp 23 N Range 5 E W M , Lot 4 ofKmg County Short Plat No 179143 recording nmnber 7910180905, Kmg County Washmgton, A K A Assessor's Parcel Number 152305-9038-08 Nobce is hereby gIven that pursuant to the provIsIons of chapter 84 38 ReVIsed Code of WashIngton. property taxes andlor special assessments have been deferred on the real property commonly known as 13129 138th Avenue SE, Renton, WA. of whIch the property owner(s) or reputed owner(s) IS (are) Clara Hagerman RCW 84 38.100 creates a ben 10 favor of the State of Washmgton on the property descnbed herein. The lien is for real property taxes and specIal assessments, the payment of which was deferred pursuant to RCW 8438030 The hen also includes mterest at the rate of8% per annum from the bIDe the deferred amount could have been paId, before delmquency, unlll the deferred amount is paId and all charges and expenses of and concerning saId taxes and assessments To determme the amount of the real property taxes and speCial assessments that have been deferred, mcluding JDterest, contact the address hSled at the top oftlus page The lien created by RCW 84.38 100 covers all deferrals on the property descnbed herem up to 80 percent of the amount ofthe clrumant's (as defined in RCW 84.38 020(1)] equity value In saId property The hen shall have pnonty to and shall be fully paId and satisfied before any recognizance, mortgage,Judgment, debt, obhgatlOn or responSIbility to or With which the real property ma,y become charged or bable, provided, that the interest of a mortgage or purchase contract holder who is reqUIred to co-sIgn a declaration of deferral under RCW 84 38 090 shall. have pnority over thiS hen. No further public notice shall be gIven for any deferrals subsequent to this notice. Notice shall be given when the above saId hen IS sattsfied The undersIgned on behalf of the State of Washmgton~lalms the lien created by RCW 8438 100 upon the property herem descnbed ~'" . . /L~('->W·0 / . Manager -Techmcal Programs rI' Property Tax DIVISion Department of Revenue (360) 570-5868 STATE OF WASHINGTON COUNTY OF THURSTON JX1Q4fJ&yM~"L.~ Notary Pubhc In and for the State Of-~ash~gIOn Resldmg at Shelton My appomtment expIres January 31, 2005 20031103002858.001 ----------- RETIJRN RECORDING INFORMATION TO Department of SOCIal and Health ServICes FmancJal Services Admlnlstratton 1111111111111111 20031103002858 DSHS/FINANCIAL L la.e. PAGEel1 OF ... 11/83/2813 18:3. KING COUNTY. lolA Office of Fmanclal Recovery PO Box 9S01 OlympIa WA 98507-9501 NOTICE AND STATEMENT OF LIEN Grantor or Debtor dOIng business as HAGERMAN, CLARA , also known as or SSN ______ 008 ______ UBI# Grantee or Creditor DSHS, FinanCial serVices Administration, OffIce of FInancIal Recovery Legal De8a'lptlon 152305 38 LOT 4 OF KC SHORT PLAT NO 179143 RECORDING NO 7910180905 SO PLAT OAF -S 112 OF &/oJ 1/4 OF NE 1/4 OF NW 1/4 LESS W 75FT LESS CO RD LESS elM Assessor's Property Tax Parcel Account Number _1..:...;:5;;.=2:.;;.30=..;5=--..;:,.903;;.;:.::8~ _______ _ NOTICE IS GIVEN THERE IS debt owed to the state of WashIngton and the State of Washington files thiS lien In accordance WIth the proVIsions of RCW 43 208 080 and 090 The Office of Financial Recovery files a hen for an undetenmned amount In KING County on o All real and personal property of the debtor named above (8] Only the property descrJbed In the Legal Descnpllon sectIon above Estate Recovery Program Contact 1-800-562-6114 Telephone Number In reply, refer to Case# 003552851 ER DSHS 09-963 (06/2000) Be.l 2 of2 MELINDA RICE AuthorIZed Representatrve Department of SOCial and Health ServICes 10/29/2003 Date I, . I I 20031103002859.001 RETURN RECORDING INFORMATION TO Department of Social and Health Services Fmancial ServiCes AdllllnJstraUon Office of Fllloncial Recovery III1III11IIII111 20031103002859 POBox 9501 DSHS9j/FINANCIAL L 19 ee PA "1 OF eel 111 3/Zet3 18 3. KING COUNTY, UA Olympia WA 98507-9501 NOTICE AND STATEMENT OF LIEN Grantor or Debtor dOing busrness as HAGERMAN, CLARA , also known as or SSN _______________ DOB ______ UBI# Grantee or Creditor DSHS, Financial ServiceS AdministratIon, Office of Financial Recovery Legal Descnptlon 152305215 LOT 3 OF KC SHORT PLAT NO 179143 RECORDING NO 7910180905 SD PLAT OAF -S 1/2 OF SW 1/4 OF NE 1/4 OF NW 1/4 LESS W 75FT LESS CO RO LESS CJM RGTS Assessor's Property Tax Parcel Account Number ---'-'15:...;:2:...;:30....;;;..;..5-...,;;9"""2....:,.15"'---_________ _ NOTICE IS GIVEN THERE IS debt owed to the State of Washington and the State of WashIngton files thiS hen In accordance WIth the prOVIsions of RCW 43 208 080 and 090 The Office of Financial Recovery files a hen for an undeterrmned amount In KING County on o All real and personal property of the debtor named above C8J Only the property descnbed In the Legal Descnptlon sectIon above Estate Recovery Program Contact 1-800-562-6114 Telephone Number In reply. refer to Case# 003552851 ER DSHS 09096) (0612003) BC4lloU MELINDA RICE AuthorIZed Representative Department of SOCial and Health Services 10129/2003· Date RETURN RECORDING INfORMATION TO Department of SOCial and Health Services FmanC::Jal ServiCes Adnllmstratlon Office of Fmanclal Recovesy POBox 950] Olympia WA 98507-9501 20031103002860.001 NOTICE AND STATEMENT OF LIEN Grantor or Debtor doing bUSiness as HAGERMANI CLARA , also known as or SSN __ ......................... _ DOB ______ UBI# ..... ____ _ Grantee or Creditor DSHS, Financial Services AdmlnlStrabon, Office of Financial Recovery Legal DescnptJon 152305213 LOT 1 OF KC SHORT PLAT NO 179143 RECORDING NO 7910180905 SO PLAT OAF -S 112 OF SW 1/4 OF NE 1/4 OF NW 1/4 LESS W 75FT LESS CO RD LESS elM RGTS Assessor's Property Tax Parcel Account Number 152305-9213 ~~~~~ ................................... ---- NOTICE IS GIVEN THERE IS debt owed to the State ofWashmgton and the State of Washington files thiS hen in accordance With the provIsions of RCW 43 208 080 and 090 The Office of FinanCial Recovery files a hen for an undetermined amount In KING County on o All real and p~rsonal property of the debtor named above [8J Only the property descnbed In the Legal Descnptlon section above Estate Recovery Program Contact 1-800-562-6114 Telephone Number In reply, refer to Case# 003552851 ER DSHS 09·96' (0612003) BC4120fl MELINDA RICE AuthOrized Representative Department of SOCIal and Health Services 10/2912003 Date SHO R T P L A T NO ---.t_Z.-Il ...... /"'""". 4t ..... l1o-. _ ~ sllll.L£ T . .LL R. L-KING COUNTY, WASHINGTON <,....---This space reserved for APPROVAL recorder's use L~GAL . ~!,! SS Z LI13Q ;i1ed for record at the requltlrt of:. ~/"~ Z>4MLD Name . Return to: Building &.Land Development 450 KC AdntiniBtrrr;ztion BUg Seattte~ W~h~ton 98104 DESCRIPTION Depar~nt of Planning 'nd Community Development Buiiding and LaiJd Development Divis.ion Examined and approved this -.& da" of fff::;;a;t::{ ~ Manager, Building' Land Development Division ~ Depa rtment 01 PubJi c li0i:ks Examined ilnd approved this _~/l;,.<Z,,--~da!l of .-AK: Director Department ot Ass.essments Examined and approved this ___ .... 2:'----'_, day of _<D~Q:_·;..;:I O;;...£!>;;;;;...:;;EL~. =-_-:--__ ,--;'--' 19 7 J> t6¥Ho/ •. /~ He~,oc A~o.r~~ LA· \fv\.. .... . Deput!l Ass.essor . .. .. . £E/I The East half ·of the North half of the' Southwest quarter of the Northeast quarter of the Northwest quarter of Section 15, Township 23 North, Range 5 East W.M., in King County, Wash·ington; EXCEPT County roads 13Bth Ave. S.E. Situate in the County of King, State of Washington. Subject to mineral reservations under Ailditors fileNe. 192430. If' .,(,ii.r-?",;t -/VE'N ~F IIw~N l.r-.,U-.r Page J of I I , I _ ~ I .s. '''N£'''' .PO wi'Itt ",jlJ-N~ .sec.. , '" (\") 0 .... ~ -0 ,.0- ~ \ Il ~ , ~, :~ -., ~ , ~ " " LtJr 2 , ~I Q) ~I' M' ::1-~I" C) Q) .c I . . .J. L$'" ! . J F '4~. '~)~ 01'1. JIG./~ I ~ ~~., DP .(leU,.,,,"? I ~ ~~-~-;t"-I I IJ· M.p on FUa In Vault I, I D.irection: ......... ~-..,.,--J------- o 50* . SbOrt PUt NOI 6,7~160 --~------~~~--- Lot 1 The South 165.0 feet of the East 177.0 feet of the East half of the North half of the Southwest quarter of the Northeast quarter of the Northwest quarter of Section 15. Township ~3 North. Range 5 East W.M. ~ EXCEPT the East 30.0 feet for County Road. (\") o Situate in the County of King. State of Washington. -,..... -o ~ CO r-Lot 2 The East hal f of the North hal f of the Southwest qua rter of the Northeast quarter of the Northwest quarter of Section 15. Township 23 North. Range 5 East W. M. EXCEPr the North 140.0 feet. ALSO EXCEPT the South 165.0 feet of the East 177.0 feet. ALSO EXCEPT the East 30.0 feet for County Road. Situate in the County of King. State of Washington. The North 140.0 feet of the East half of the North half of the Southwest quarter of the Northeast quarter of the Northwest quarter of Section 15. Township 23 North. Range 5 East W.M. EXCEPT the East 30.0 feet for County Road. Situate in the County of King. State of Washington. '" ..-o DEDICATION: KNOW ALL MEN BY TlmSE PRESENTS that we, the undersigned, owner(s) of In~erest in tbe land herein described do hereby make a short subdivision thereof pursuant to RCi 58.17.060 and declare this short plat to be the graphic representation of the same and do hereby dadicate to the use of the public forever. the streets anJ avenues shown as public thereat and dedicate the use thereof ear all f.tlblic purposes not inaxulistent· with the use thereot for public hi~hway purposes, also the right to make all necessary slopes for cuts and fills upon the lots sbown on the face of this sbort plat in tbe original reasonable grading of the streets and avenues sbown thereon, and that said short subdivision is made with the tree consent and in accordance with the desires of the owner(s). ?B:?:;5i: our h"-.;;,..~~an_'_d_s_e_a_l_S_: __________ _ TJ; N~ ~ S!.~\M"~ f \ '" " .. ~ :::w \t....~ o\~ I'\~':'<L'~ or",.... §., £~ t::::::::} n~n" ... .:..,.J Name I . / NaIDe STATE OF WASBINGTON'f''' CoUDtll of k':, On this dall ~rsan.tllll aJ)~ared before III!I _..,jI7;....:.;""~I",..~.....,jt£~4.:;I,""'''''a'--_"'&_~_''tI~("'4_:. ___ _ , to _ known to be the 1nd1vidual descr1bed in and who encuted the It1th1n aiJd fomgo1ng instrument, and acJcnowled~d that t/". signed the sa. .. t? c free and wlWltaiy act and deed, for the uses and purposes' therein mentioned. GI VEN under IIl!I hand and official "" day of "7.:~""~--- GIVEN under III} hand and official seal this Sbort Plat Number _____ _ F-259 3/78 I "7 ~ o c o ~ Flied for Record at Request of ArrER RECORDING MAIL 'l'O (_ .................. -.... _.-. __ .......... . : THIS SMCf. RESfRVfD FOR RtCOfll)U'S USE, : . . I • i ! I Name ... _ ...•...•...•..• __ ... _ .•. "..-s1.ESCROW.CQ...1N~ .... _ .......... -.-.... . l .. ~m JUT 20 N,' :3 3') ,.0.... . Addreea.. ............................ 1I*ii UP It"' .tI05$ .............................. _. j : .-- City and Statr: ....... _ ......................... _ ................. ·_··· ....... _ .......................... _. /57'1 I r·;. . • I f::C~-'; '. i t:~/ I • ___ .>;.~.::....i.. __ ._ .•• ~_. __ •• _______ ••••••• ~/ Statutory Warrcmty Deed ron. • .,. I·REV THE GRA1',TOR for and in consideration of NINE ~OUSAND FIVE HUNDRED A~ NO/100 in band paid. cor.··eys and warrants to Donald E. Hamblin anI'! Mary E. Hamblin. his wife the lollowing deK::Jed real estate. situated in the County of Wa!hiDgtoo : King • Stale of The East 1/2 of the North 1/2 of the Southwest Quarter of the Northeast Quarter of the Northwest Quarter ot Sectton 15. Township 23 North. Range 5 E.W.M •• except county roads. __ ~~--:-conveyar,:e .;;;: -~5T"1.£ OFtonlJ.· ... ,,~., -Ta~.-~ .' ShIOl..., . =0 9. 50 ::. .,.. Jun II'n .".,..... -' . .:::: :rv~;.~~ .,;. P.8.1C6l6'.. . -- . c:> StitES ; ... PIIID ~ cr-/i'i!.~CT i\IT 'i.o.t?'Jey./fl:t-· . () -:~i(ir". ill\~;)rJN !II' ·-.. -·~--.... -•. -n ........ -......... , ","'m This deed is y,tven in fulfillmeri~ of thet certain real estate r.ontract between the p~rties hereto, dated FebruarY 20, 19~5, and conditioned for the convevance of the above described property, and the covenants of warranty herein conta1.ned shall not apply to any title. intp.rest or encumbrance arising hv, throllRh or under the purchaser in s3id con'tract, and shill I not aODlv to any taKes. asse!l'lments or otiter. charp.es it. vied., 3s(;essed or hecominp. due sub8e~q·.Jent to the date of said c!lntract. D'.led Ws . second day of January • J9 7q " ?uO ~, .... !Jc(..'~~"'(IUL) -.............................................. ; ....................... _ ........ (SEAL) ST.~TE OF WASHtjGTON, t I 55. County 01 On this day personally ppeared bef'lre me to me known to be the individual described in aiJd who executed the 'lfilbiD l!1d foregolll8 IDltru~t .!lId acknowledged that she .isned the same as her Iree Bnd voluntary act and d,~ i .. '.or tl1e UJes and purposcs tb~rein mentioned. GIVEN !lnrler my hllnd and official ~al :his 2nd day or. Janua:oy . '. : . .l~1'f.'4 ............ i~ ...... Li..~~2 .. ~ .~:~ ... : ...... ,: Notary P,.blic iY'M F!.. tltt SWle 0/ WIIS";r.I~(A!.. '. , reJUlllle at )~~ \":', .'.~ r ."".:,) ' . .; ·.:~·:.i . . ... c:;~;· .. 'J.··.' :,~J.: ,~~ ."' __ '~ .. ..... ,....." .• "" ... c-. ...., .• -I ..tI t. .. , .0( ,A, SI. .","- " • l ... l., t /11.lY.n: .. ....4 ... .I t,J .~. ('A •. r // .l... J --'II: . .,.,. . .. y,. ,;."", .' -:-(" {;o .fd·IM A' ••• , .. ,C.: •• ,fI,,. •. .;. t-~ 1-" I.' .J~.; .. ii .<. '., " r9" ........ #t .• ~~~II.~'~_.---.--.--~'~'~'.~.,~------~~----------~~~~ a..of ....... _ .... '''4 .... __ ... _____ ... ___ ~_. ____ . ___ ..:.... ____ . !II\ ; ...... . '" o CD ....... ....... o o CD CITY of RENTON TEMPORARY WATER SERVIC.E AGREEMENT t, We Donald I. 60 Mary I1len H_bUn Address 13005 138th Avenue SI Renton, Waahlnaton legally described as follows: LOT, . . RECOROEOTHIS nAY .lfttl 18 II 31'.M'8n , , BY litE Dlit~):iJ;:Of RECOkOS & ELECTIONS . KING .COUNT y. MTE ____ ~/_-~/O~,-_F~v~, __ ~ ____ _ , owner ( s) of the houae at Tap , ______ .."..-_--' N. 1S":23~5 ;:zo BLOCK 9212· Lot 3 ofic Short Plat no. 678160· IlIC IIO~ 7810 171032 SJ) PlatllAF I \ of R \ of SW \ of HI \0£ !If \.1e18 co. rd., 0:' p o for and in consideration of the Renton Water Department granting a permit to connect a temporary water service and/or main in 138th Ave.SE·: . fort~e above p.roperty hereby agree that no protests can be made by abov.e partneri, their heirs and assigns. against the construction of, or assessment for a permanent watermain which will necessarily be constructed in the street to serve thi s property. . This agreement shall be a covenant running with the land and shall be binding upon. all parties and their heirs and assigns until the permanent watermain to serve the,above descr1bed property has been constructed and the assessment roll or cost per property therefore certif1ed. to the City Treasurer for collection, or payment. . IN WITNESS WHEREOF I have hereunto set my hand and seal the day and year fi rst above written. .STATE OF WASHINGTON) )ss COUNTY OF KING ) -,a~'~M:L.Jl,,-· ~Ui:L."..!::· C::...:. . ..J.·~~ltattd.<J;::,;o·~":'u..'· ..:..)_~(SEAL) ~Ay.tllrd{ /J/4 aJrL;.u (SEA~) I, ROhl'o1rA G I Fu../i;. a Notary Public in and for the State of Washington, reSldfng at I\I~,,'Y'!:\ Wg 9YO(i)" do herebycertlfy that on'this (Off. .day of ~~~U<.l''1 ,19~, ~erso'naf1y appeared before me a',I'MUd £2. qi\.d roW/{ 13tH,.,. . , " Hqmi11L ,. , .' ... ., to me known to be the irnlfv1dua1(s) de~crfbed . , hereil! _nwho executed; the w1thin .instrument and acknowledged that ' fN.L/' . signed and. sealed the same as t6t'ic free .. and voluntary act ""an~d..-'--id~ee;:"'df--;:fo"""r~t'Lhe:--"':' , uses and purposes there1 n ment1 oned. WITNESS my hand of offic1alseal the day and year 1n this certificate first above written. . Notary Publ c in an for the State of Washington, residing at .'." CITY OF RENTON TEMPORARY WATER SERVICE AGREEMENT I, We Donald E. & Mary Ellen Hamblin owner(s) of ':::J Address -,-I ?,.........,O~2=,.,~.&"-) _...L/....:3""-"-;-J...j--'·-_-=; .... (:"'"':::~'--'-________ _ Tap , _______ _ :~ legally described as follows: ;;.J Lot 2 of KC Short Plat No. 678160 REC. NO. 7810 171032 SO Plat OAF E 1/2 of N 1/2 of SW 1/4 of N.E. 1/4 of NW 1/4 less co. rd. for and in consideration of the Renton Water Department ~rantlng a permit to connect a temporary water service and/or main in l'3e~ Iqv~ N.6. for the above property hereby agree that no protests can be made by above part~. 1l1~~heirs and assigns, against the construction of, or assessment for a permanent watermaln which will necessarily be constructed in the street to serve thi s property. This agreement shall be a covenant running with the land and shall be binding upon all parties and their heirs and assigns until the permanent wat.ermain to serve the above descr1 bed property has been constructed and the assessment roll or cos t per property therefore certified to the City Treasurer for collection, or payment. IN WITNESS WHEREOF I have hereunto set my hand and seal the day and.year first above. written. STATE OF WASHINGTON) )ss COUNTY OF KING ) (SEAL) (SEAL) I, I?uh<?f·/C.· (-: ((J:I/c. a Notary Public in and for the State of,.: Washington, residing at 0hJ"'\'::' <).:, ,do hereby certify that on this ,,'3 ' ... -;/-1.+"'-'--.,.' 19~.'per-'sonaf1y appeared before me J,"t.."t't· C:llr" /*"'·"/'1/;" ".~,.",/ • ". h/,') , to me known to be the i ndi vi dua l( s l descri bed rfe~r~e!i. ':fn.£a~n~w~o~e:Ef-xe~c:-:-u!.J.t~e:p.tre-:-:-w-:-:;i-.:tLin instrument and acknowledged that I;. ('I..{ signed and sealed the same as -/11,,1,-free and voluntary act and aeed (or the uses and purposes the rei n ment 1 oneo. seal the day and year in this certificate first above Ilot6ry Public in and for the State of Washington, residing at r ILt 0 for ~&iQrd ill rt.eQue:)1 " ~--~O~F~r~iC~.i~~(~)j~.Ti~Ji~E~C~jl~f~.~t.MLI~~R~k~ RENTON MliNIClPAL m.ot>. ---!l!!l!i!O"""'l.tf'ULL!!l!rW .. ~. j~.:""l!"I(I('I'mD'Tj "h ... ·-:-- RENTON. WASil. 960SS I j I 1 j i i j ~ -~ j t -\ I 1 i 01 'I 1 -1 ! t .. ~~ ... :!"!If*1:""""""c:ca: .... _. .4 __ CERTIFICATE WHEN RECOROID RETURN 10: r. the l!:;::;:rsigned, ~ an of the City of Renton, Wazhfngton. certify tbat this Is a true Offite of th~ dly d_:-rk Rel\ton Munic~r'~1 t;ullding 200 MULA\,enul:South R.en~ A ~tsOJif en and correct copy of~'!"'. "'"""'-I~~~~~ __ _ q .. l'_;;; Subsaibed and Seal ~ (.? ~ -" ;-.. c: /.-, ... --- k; -.J lu c:: lJ'1 r-f ~ --- -=.--~ oJ ::1 CITY OF -RENTON, WASHINGTON ~-ORDINANCE NO. 4612 Alf ORDDQBCB OF TIm C~ OF :RBH'l'OR, 1fASIlIBGTOIJ, ESTABLlSBDfG AlJ ASSESSJIER"r DISTRI:CT POR SAIII'rARY SBIIER SDVlCE IX A POH.T:lOV OF TBE SOUTH HIGJlLANDS, BBATBD DOgs, AND JaPLBWOOD S'OB-BASDJS AHD BSTABLI:SBlJIO '1'BE AMOUHT Olr TBE CllAR.GB UPON COlUUCTIOH TO 'l'HB J'ACILI:TXXS. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I .. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by the Bast Renton Sanitary Sewer Intercepto~ in the northeast quadrant of the City of Renton and a portion of its urban growth area within unincorporated King County, which area is more particularly described in Exhibit "AN attached hereto. A map of the service area is attached as Exhibit ftB.H The recording of this document is to provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the , City does not require payment until such time as the parcel is connected to and thus benefi ting from the sewer facili ties. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district. SBCTION :n:. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties ~ c!. ~ -.- 51 g ~ x ..... ~ ~ :;! :v ,.., I Q c::> ..." ... ~ .-~ :5 •• :f.:.--________________________________ _ I ~ ~ f ~ ~ .\ ~ I! I f JI t " '!' • • .> E t .~ ORDINANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a unit charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "An and which boundary is shown on the'mz.p attaChed as Exhibit "B." SECTION III. In addition to· the aforestated charges, there shall be a charge of 4 '.11% per annum added to the. Per Onit Charge. The. interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE CITY COUNCIL this ~ day of __ ~J~u=n=e ____ ~L 1996. 2 ORDINANCE 4612 APPROVED BY THE MAYOR this ~ day of __ J_u_n_e ___________ r 1996. Appro~as to form: .. O<~~~Q'- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96;as. 1 I l t I "'I .~ l :; ,j iI t t: t .« 3 1 :1 ~ & l j .J • ) j f I J 1 ... f. ·._r=.-« r_ •. " .:. ..• Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTR&CT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8.9, 10. 11. 14. 15. 16. 17,21 and 22 all in Township 23N. Range 5E W.M. in King County, Washington _ Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8. Township 23N. Range 5E W.M. ~ East of the East right-of-way line of SR-405 and South of the following descrlbec:nine: BegInning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast ~ of said Section 8: thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line. -SectIon 9, Township 23N, Range 5E W.M. All of that portion of Section 9. Township 23N. Range 5E W.M. lying South and East of the following described line: . Beginning on the centerline ofNE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly -along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1A of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along Said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range 5E-W.M. All of that portion of Section 10. Township 23N. Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South Y.2 of the North 1h. of said Section lO~ thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast 1,4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tenntnus of said line . I i I I 1 j j ., , " ........... . Legal Description of the Special Assessment District for the Ci!y 0/ Renton -East Renton lnterceetor Section 11, Township 23N, Range SE W.M. All of the Southwest ~ of Section 11, Township 23N. Range 5E W.M .. Section 14, Township 23N, Range 6E W.M . .All of that portion of Section 14. Township 23N, Range 5E. W.M. descnbed as follows: All of the Northwest lA of said section, together with the Southwest ~ of said section. except the South Y.2 of the Southeast 1,4 of said Southwest JA and except the plat of McIntire Homesltes and ~ of streets adjacent as recorded in the Book of Plats, Volume 58. Page 82. Records of King County. Washington. and except the South 151.55 feet oftbe East 239.435 feet of Tract 6, Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of King County. Washington, less ~ of the street abutting said portion of Tract 6, Block 1. and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less lh of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East ISO feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less 1h the street adjacent to said portion of Tract 5. Block 2. Section 15, Township23N, Range5E W.M. All of that portion of Section 15, Township 23N, Range SE. W.M.. except the Southwest 1,4 of the Southwest 1.4 of the Southwest lA of said section. Section 16, Township 23N, Range SE W.M. All of that portion of Section 16, Township 23N. Range 5E W.M .. except that porUon of the Southeast 1f.& of the Southeast 1A of the said Section 16 Jymg East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast JA of the Southeast ~ of the said Section 16 and except that portion of said section lying Southerly o,fthe Northerly right-of-way line of SR-169 (Maple Valley Highway). . Section 17, Township 23N. Range 5E W.M. All of that portion of Section 17, Township 23N. Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying Legal Description of the SpedJll Assessment District for the City of Rentan -East Renton Inlerceptor Page 3 0[3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21. Township 23N. R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the .East line of the Plat of Maplewood DMsion No. 2 as recorded in the Book of Plats. volume 39. page 39. Records of King County. Washington. Section 22, Township 23N, Range 5E W.M. All of that portion of Section 22. Township 23N. Range 5E W.M. described as follows: All of the Northwest 1A of the Northeast ~ of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats. volume 78. pages 1 through 4. Records of Ring County. Washington. • Together with the North 227.11 feet oithe West 97.02 of the Northeast v.. of the Northeast ~ of said Section 22. I Exhibit & EAST RENTON INTERCEPTOR Special Assessment District Boundary SANITARY SEWERS PlaWng/B~c Worb ChrkteNen,MClcOnie, Vilnesld 20 Mtrf 1996 "1:24,000 City limits Special Assessment District -·;·!::~~.!I';' '.:~ >~ ~{; .... J .. ' .• : ... . "~ .. ,:, . I I K .. ~ B :~ B I ... ' : .• ! •. ,::;.: .... ;,: ... ~~" .• :.,..;.. . , .-'" .' " ••. ,.'" "'""'-i -::;-: ... ';.: .' :\i:: .. >';'?:i':: , ',.; ,~f.;~;!'':'',.' :.' .,.c,·~ ;~~~~>::. :;~:~:li_::.~'. ;-:--;~' .. '}~~~1~.lW~. .. -~ -.., ,. -." ~. .... '. . -:/;:-:: ~., "'";' .'-.-~: ~~.:.- " .. hiagtoD Mutual JtmIk LOU lIanCDIQ -VJlDLT PO lOX '1005 -... 0304 SD'I"J'LI, _ '.111 _ .. '. :';;. . ..... DEED OF TRUST ~ .... 01-000'-0001)5173-' PJlClnC _.8waf 'trrLa CXIIPAJIY 332117 FlLED BY PNWT 33~"B~,-?) '1 14 THIS DEED OF TRUST ."SecutIy Ntrvnent", II ,... Oft IMrph 11. 1'" • TJw c-l GrwIlar II I!P!!P'" lY. .. IIId twtr pa. "., q. ... acqyipd UtI. M JB HNlY'. "'11. "V""M tp4 wib ~ M N M ~ C1; ~ • 00/109 DaletlIU.8 •• 70. 000.00 I. THt dIbt .. 1'4 ....... .., ............... tw_ ...... thII Steurtty n~ C·"'·I. wHc:h pfowIdII fOf __ ......... , ............. H not ....... , .. and ..... an _il 1. 2013 • TNI --.... ... ~ _ 10 IAndIr: tel tw r~ of tht dMt ~ ~ .. H*, with ........... II --. ............. ",.. ......... of 1M "-; lb. tht peyIIWII of .. at. IUIM ............ 1dWIrIcII ........ _., 7 .. ....,.. 1M HCUIIy of 1hIt StcuIIy nlNNnt; end Ie' "" ...".",... of ____ ......... tnd __ .. '" .. IfIIe s-tty IIIIUVNnt IIId 1M -.... Fot 1hIt purpotI, ~ ... a a • .,.,.. end .. ~ to T_. In tIUII, wfIh po_ of ... !hi fDIIDwIne dacrIbtcI property IcIcacI In ". County.W~. slQQllllf 15-~3-05. PLUS. UFD TO PND 7 or TBI IlZID or ftU8'l' POll POLL LBOAL. TAX ACCT '15~305·'041·0'. wlKh,. ........ of :;13:..:0::2:.:5......::1:.3:,111I:::....::A'-"VI=-8::::.=-......":.-...,,... ____________ _ , ...... ICIly! w~Oft· SInIIIe F..,.;,.,..... .............. ~_-.-r........ Il1O ~, "',.".eI IUIIAII1-NI . .:-\:-. . . "'l-... • • 4'· ... .. ..... -.. ~ a • • 01-0009-0008]5113-6 L."., .... y •• 1 ~"""'. ""Ion. oIn.Iin co ....... 10 ..,Oleet l8nder'. ,1g/n8 in the "'-tv in ae.." ..... with ... .., .... 7. All HwurMCe paIidM end ,.-.heII ... ~ 10 lender _ liioi include. 11-.! ~ ~. l._ ........... l1li rlgIrIlO hold IIIe POIc:III _ ,--a. "lender ,.... •• a..-.hIII .. ampIIy .... 10 l.IIIIIIt 01' ,1C8Ija of ".... ........ end , ........... In tile _ of ..... ""-................. IIII4ic8 10 !he Inour.nca ani .. end lMIdor. lender....., ...... ..,00' 0' 10 .. if _ IIIIdI IW-PIIv by a.-. U .... LIIIdIr _ acwr-otIWwIM IIIfM In writing. 1nIw..-~ ..... lit oppIod to _otiDn ,. ,.pair 0' IIIe Properly .......... "1111 _MIaft or,....., .. ___ ,....... ............. --"y I. not ........ " \he .. _.don .... ,.,.. It not ICOIIOrNcoIIy ............ lIndot'. -'IV -*' lit ........ tile 1nIu'811C8 prMMdt .".. lit ~ 10 \he ...... _lit by II1II s-.tty , ... '"'"'""" ~ ... no! .,..., ..... with any .x ..... paiot 10 !Iot,_. If a.wr-___ l1li "'-'Y. ,. ...... not __ 30 ..... notice IrDm Landor 1hIt .... ____ Qrrier "'" ott ...... 10 ............. _ lender ....., coIact IN inIur_"-'. LaNIer....., 11M lIIe'proweda 10 repair 01 ,_or ..... "'-'Y 01 10 ~ MIll MCUl'ed br ..... s-Iry .....-. wIIetIW .. not "*'..... TN 3G4ay period wtf begin wfIIft III notice II 111\. .... u .... lender _ .... _ 0CIwwiII .... In wrIIIng. My ~ o',,~ to ..,.... ..... not nIIIICI 01 _'-IIw __ 0' IIw I1IDf1tNr ___ '"''''''' 10 it pat80tapN I end 2 01 c:ItInoI tile .moom 01 IhI pa_ta. If under "...,.,., 21 IIIe Property " ~ by u.... _. right to ."., inIur-. ,..,-. _ ........ ,-.tttftg InIm ...... to IIIe I"tDpefty prIOI 10 .,. ~ ..... _ to LMIdIr 10 tile PI .... O' l1li ...... ........ by till. s-Iry InotnIment ............., prIOIlo 1lll1OqUIIIIIan. •• ~. "'_ ........ II.L II ."" ... p,--..., ", tile "-'r. ......... ~ ~ L~. a.wr-oNII DCQIPY. -*II. _ ... l1li ProPIftY .. 8m_'. prIndpeI , ......... wIIHn IixIy dey • • ,.., tho oucutlon 0' .. s-.tty ~ _ ..... COIIIINM 10 -.py IIw "'-'" .. ___ '. prlncr,.I ,1IIdInCe 'or II .... _ yur .... the da8 01 OCQIPIIICY. u .... lendII ~ _ in wrItIrIe. wNdI_ ..... '* be urwMMNOly whhIIaIcI. ,. __ .-... cIr_ IIdI1 which .. bapand ~., ........... a....-..... not .... oy. d ...... Of ",..... ... Pr..-rtY. IIIow ... Properly to cIIIItIar .... or -.nit _ on dII f'Ioper1y. 1IoIr_ ........ In de, .... if any 'orfeibn action 01 ppe:eeoIng. whMIw tMI or cri ....... Ie b8gurI thai ill Under'. good 'IIII! judvr.---. , ...... In .... 1IIur. d. tile PIapIny 01 otMrwIN ........, ........ tho Ion -..s by tJIII SecurIty ,_ or l8nder'.1ICUriIy InIornt. a.n-....., con audla _fault _ ......... _..,cMdad III ..... , •• by .... ing 1M 8CtIon or proceeding to lit cIiamiaMd with • 'uIinO -. In ~a JIOOd fallll ................ rncUIoo .""';"". O. tho lIcIrr-.-a InbrHt In tile I'IOI*tY 01 0"'" ""taiaI ImpaIrmont 01 tho Ion CtNl8d ltV tIIIa Saawtty ~ or 1Ander'. MCurIty......... IIamoww ahal aIao ... In cIaI8UII H aan-, durIrIe .... loan appIc8IIon .. -. 111" ma\eflally ..... at Inacanto iIIf .......... 01 .. _ .... 10 ~ 101 ,..." to 11' ....... t..-_ My IMWIII i"ronnatloftl In COIIIWCtiDn wilt! .... loan ~ by tho ... , InduIIng. but noellfllll8Cl 10. , ... --.. --. 1Iorro-":o ()Ct:upaney of !lie Properly .. a ,."........--. "tHo S-lly 1nI~ .. on • -....... ~ "' .. com~ with eI tile provlalano 01 l1li..... "aan--*-, .. tltlllO I" ""-'Y. tile ra-hoId end dII'" uda _ nol ......... Ifttt. LMcIIr ... 10 "" ... gar In writing. 7. "...... III LMIIIr' • ...,.. In tile,.....,. H ~ , ...... porIorm l1li _ end ..- comoined In tNa Securily ~. 01 IharI II a· ... prOCMdIng IhIt may ~ .tr.ct ................ ill the Properly Ieuc:h ... .....-.... In bIntrupIcy • ..-. ..... OOI ....... lk.h or ......... or ID aniDn:II Ina Of ,.....". •• IIwI IMder m8Y do _ !MY ,,. ~ " -.... 10 protlct tile ...... oJ !he I'rOI*1Y and Under'. right. In the Property. lender'. acdarIa .... y _ pey1ng ." .... -ecr ltV ............... '-priority __ thio SecurIIy Innu_. -w.e in aut. payillg ra-.allle atIOmIyI' ... end ~ Oft III I'rOI*1Y to malle repair.. Ahtlough L ...... may tok.IC\lOII_!hIe per--. 7. l .......... "'" ..... 10 do 10. A,.,., ____ by LIIIdIr undar 1He......,.. 7 "*' __ debt 01 ear.-........ by lhi. s.C\ltily 'M ........... U ...... 1IcIrr __ lender .... '" 01Iw __ 0' -" ...... _a .haII .... inwett /rom 1/Ie clal. ", cIiItuNmanI ..... Not. , .... _ ohIII ... ".yaIIIa. willi ......... upon notice from lMtder 10 aorr- ,eq ........ P8-'. •• ......... -....-. "LIrICIIr,tqUirecI ~ ""w_ .. a condIIIon of ........ loan .-..c by I~ s.curhy .... _ ...... ower lIIeI PlY ... .., ........ ' ...... 10 maim"" Iha --.... .... anca In atfac:t. H.". _ ,a_. th8 "","IJIlllInIuI __ CO_IIII roquIr'" br l ........... Of _10 ... ill 8Ifac:1. IkImIwor ..... pay the ", .......... rlqiHred 10 _In 00_", ..-.mIaIy equivalent 10 tile mono ... 1nIur_ prewtouoIv In atfac:t. at • co.t lUbftanliaily .......... 10 tho co8I to Borr_ 01 ... ~ ...... _ ~ In offICI, from an __ rnon~ lnaurer _CMd by I..ondor. "IIbettndoly ~ ~ ......... -8118 Ie not ........ ~ .heII pay 10 L ___ a aurn ~ 10 __ rw.IIIII o .... yoarIy rnor1IIIII8 Ineur_ ..,omium being pIid by 1Ion_ ...... 1M 1nIur ___ ....... 01 ....... 10 ... In eIfect. IAnIIar wit KOIIIL WI .... ,..... uwa PlIYfI*IU ... Iota ....... in .... o. morIlJIIII I............ Lota, ..... PIIYfI*IIa III8y no Ionqw be ,~ ...... the 0"",,", oIl_. " """-................... lin 1M _.., .... the IIIriM 111M UrtIIIr......, ............ ~ .. m.ur .. _~ by t..ndor ................ ~ end ia aIIIaInId. 1IcIrr_ ..... ~ dII pramUna ,_irllt 10 m ........ "'OIt~ ......... In effect. 01 10 ..,0 ..... Iou _. l.nIiI tho ...... _ for ,.,..".... inaur_ ende In occorda .... wItIIltY':' wrlnarl.., __ 1Iono __ Undar 01 ~ law. •• .,.,.... ~ 01 Ita -" may ..... .--... ____ irtapectiana 01 !he P\"Of)Ifty. IAnIIar ,Nt grye Bor,o_ nodc:a n !he _ 01 ,. prior to en "-!Ion opedIyIng , ........... _ '01 ... "-tion. 10. ~1i""L n. prOCMdo 0' any _d or cllim". ~ ... ac:t 01 ~. In ~.tIIC1lOn with ...., ~ 01 _ tatlng at any part oIb "'-tv. at ... ~ In ,., of OOI*'IN""" ... ......" ... ~ and aNI be paid 10 Lender. WaahonOton , 529C (!I·se) PtgI '01 e • . .. '. • • 01-000'-000835173-6 In the __ 01. t ..... tMlngol .... Pr"l*1Y.Iha,.,~ 1IIII .. ...,.e.d 10 the ___ by tIIIe s.cuntr ~. wt.1har or IlOl II*> due .... .", _ ...... 10 a--. In ... _ of.,.,.., .... of .... "'-'" In wNch the I. mnat v .. of .... ......., ""'" .111 ....... bel ...... IMIIIe ...... 10 Of ..... 111M .... _ of ... --MCUNd." INa s-.tty ~ ........... ..,.,. .... \IkIne ........... -and ...... ~ ..... Irs ......... die ___ by 1HI s-tty .............. 1Ie ,......" ... _of ... ..--......... ." .... '-.no ~ I.' .... -_111 .... ___ ......... ..,.. ........ dhIIdId"" "" .... ,... __ ...... 01 the Properly ~ ....,. 1M \IkIne. ,.", ~ 0lioii .. peW to ...... _. In .... _ of ....... ' .... 01 1M Property In ""*" the ,... .n.t ...... 1II1ha Pr-'Y ..........., befor. !he aNna " .... IhM ... _ olllle __ -..II..... ' ........... 1M \IlIIio. unIIIe 1IomI_ lflii ...... WWwIM .... In .."...... ...... ....-I_CIlIIIrWIIe ,.,.,....... IN ............. belPlllecl to ... ___ ad." tNt s.cumy ,_....,., 01 __ ...... _ ... . " IIIe I'reperty ............ ." e.r-. 01 II."'" ...... ." ...... 10 a....-tIIat 1M ............ .",.,.10 ........ _d. 1liiie. doIm tor .......... aa.-I. to,.......,l0 ...... wItNn 30.,."'" the elm ... ....... 1I ........................ to ooIIclMd ....., ............................ 10 ,_ ................ ", ... ""-tY 01 10 !lie .... __ ." INa --..., ......... wIIIIIIIr at ............ . u.-.. lIfIIIIr and -..-....,.... ............ ..., IIifIIICMIaft 01 ~ 1o ....... ."..ftiIt.,.,.... or....".... .... due .. of .... IftCiIIIIHr~'~toln~ I "2Of~ __ oIfuch PIi-"'8. U. ____ ...................... If lJftder Mot • W..... E_1on 01 IN 111M lot ,...". • rnodIIIcelior. 01 __ lion of .... ___ ." tIIIe s-tcy ,_ ~ ." lendOt 10 ..., _ In ""-of...--......... __ ......... ....., .............. aan-Of 1IOtr_._ • .___In ......... IAndar aMI not .. '*IUhd to _ ,.,a ell II ....... ..., _ In InWaIt or NIIIM to eIIMIId tIfM lot ~ or otIwwIoe modify _ .... don 01 __ -.d by tIIIe SeaIrIty '-." _ 0' "'" donwtd ...... "" _ ........ ___ Of -...-.. _In ......... ,.",~." ...... "' ........ "'" rIghJ. ,......,., .heII not ......... 0' • ,.,... ....... 01..., Ifght 01 ""*'Y. 12. -.-. and a-.. ...................... 1.IIIWIr; CHIirwa. The _and..-01 tNI S-", "*""'-......... lflii bIneIIt ... __ and ..... .qI lendOt and eo.r-. IUIijact .... prowIIIone III ....... 17. eam-'. _ lflii ..-II1II .. join! lflii -a AIr, aa.-wIIo ........ 1HI Sea.IIIy ~ but ... _ • __ NoIt.: .,., •. ~ tNt SeaIriIy Ine1rurrwc only '0 -..ve .• -lflii conwy "* '*-'. ~ In Iha Property ........ __ oltllle s-hy ~ lIIIle_ ....,..ny oIIIig8lId 10 per _____ "" .. !Ieaa1Iy ~ lflii 'el ..... !lilt '-dIr and "'" CIIIw 1Iorr_ may ..,.. to .ldIIIId. ~. , ...... IftIIrI "'" ----. willi '1gOIII to IN _ 01 "" IIaciurIIy • _ 01 IN Note without IheI aan--. __ '3. \.oM a.... "Ille loin __ ." .. SeaIrIly ,_ fa ~ to ..... ""*" _ ......." kiM ......... __ .... II IIMIIV ~ .. _ IN ~ Of .... loin..,.... ......... ot ID lie caIIaaIW In connection _ !he loin ._ IN ,.....mad ....... .., Cal .., _ .... -. ...... ,........, "" IN _ -...ry 10 raducllIw dIIrge 10 .. ,..",......,1mII; IIId fb' ..., __ ... ooIIcled from eo.r-wNdIlMIadad ".,."...... IrMa wII .. ,......., ID.....--. LMIiIIr..., _'ID _ .. NfIIM ." ,..... ............ owN ....... _ Noll 01 ." tMIIJno • dIrec:t ........ ID ac.r-. If. refund ....,.. prtnc/pII. _ rNIctIan wit tie IrHIad .. I partl.: ~ ........... ...,,.,..,.....,,... ........ the NoIJo. 14. ........ AIr, natIcIlD __ ,., ....... ,. In .... ~ Irwtr-.r .... be""" by ........ II at ." 1 ..... 1inv it by fInIt ClaM mel ........ 1jipICIIIII r.w ,..... __ of _1MltIad. The notIGI .... lie cIIrIclad lit IN Pr-'Y Addreoa Of ony _ ..... __ ...... by nuIIce ID ....... My noIIcoa to ................... bot rot., ct ... tIIIII ID ............ lItId _ •• ony au. addreI ....... -.-"" noIIcoa to eorr-. AIrt nodcl provldad lot In .. Sea.r.ty InnwnInt ...... IIIImId to Iww '-' gIYIIn to 1IOtro_ or l.endar wtMn lIMn .. ",_eel In tHe 1* ........ 1.. Q-*'Ilaw: --..rIIy. ThIe S-ity ~ ohaII be --' '" I ..... law lind 1ht law 01 IttI jurioc!lcIlon In """"" , ... PrGPfWIY II locItad. In 1ht _ ItwI ."., ....... ,.". 01 ....... '" tHe s.a.tIy ItIIINMtII ot IttI Noto conftlcll with oppIic:ebIe law. ouch GOn1Ic:t ...... nol aIIac1 otIW ptOYiIIonI 01 INa SecurIty ............. Of the No,. which can ....... effect """-' 1ht conIIIcIIng .............. To!hia _ IN ,., __ '" tIIIe ~ ~ and !he No' • .,. cIocI .... 10 .. _ .... 11. aon-'. Copy. __ ItIeII be gMn ..... conlonMd copy 01 IN __ of INa SecufIIy lna1rumton,. 11. T...rw '" _ "..,..,., ot • ......,., ........ In ___.. "I' Of ony .... 01 IIIe "'-" Of ony inI., •• , in ill. IOId 01 11'.".,.,111 'ot II. _fIcI8I .... 1ll1n ..... 0_ II aoId !If lI'onoIerJwcI lind ~ 10 _ • _II pow_' ~ ...... fWIot .... -...-_ ............... ,... ...... __ in M of._ •• a .. d by _ Sacutlly lno1rumant. ~. tHe option .... not be .. .,ciMci bot IAndar If _ciII il ,.,oNb;tad Dr '_II low .. 01 "" iIIIo 0' tHe SecurIty '""""-'t. II lendw ..... ciHI IhII option. ~ ..,.. ... 8omt_ noticl 01 eccIIOtlllon. The noIIc:oi .............. poriocI 0' no' .... 1fton 30 daya fram ".. del, the notice II dIIivwecI ot tNiIod wIIIWI whIcII aor-mutt per ...... • owud by IN. Socutlly inI"""-,,. ,,1bT_ falloo to PI¥ !heM ....... prior '0 !he ..-01_ peoIoct. IAndar ",.., IIM)" ."." ....... ponnfned by INa SecurIty "'"""*" without "..",., ~ or cIomond "" Iorr_. 1 ............ ",,". R-'-. "aorro-_. CfWIain _. eorr-INIIww _ rlgllltD hrIe ontorceman1 01 thIo Socurlty "'-"-, dioconUnued .. __ priot to 1M .... 01: ,., II ct.ye C. IUCII cntw petioli II .pplicoble IIW may • .,.dfy 'or roinltll-.Q 1*010 .. ,. 01 _ fIt-'Y pur_ 10 ."., _ '" Nola ~ In , ... SI'CUriIy 1"11''->1: or Ibl ~ 0' I ~ ""0""00 INa s.a.ttv I,.tnlmonI. n-conditfono •• IIwt W •• hi"V'on I S29D (11·961 '.4010 .' . • • -a I 11--- -.. :~ .. : .. ~; .. . ,; ~. "'!"'. . ; .. , ..... ~ ," : "-,:t: : .... ; ::. ': " ~. -- . -,.' .. ~. : , <: .. .. ' .:.': ;-. ....• , . :',,' ',.,' '.-. . ! .~ .~ .·:-~~:~r_: __ .. ~,~.~_~~_. __ .,~~~~~~:.=~~= -:: 01-0009-000\ll35173-6 ~""'lIIiIIs-.tIy~"_",,,-"''''''''''rtder''''''''''''''''''''InID'''· ............. " ........... __ ....... , •• of 11111 S-..tty fnmImInI. " tM rtdIr/lt _ •• 111ft of 11111 s-tIy----. IDIIcIr~""'1 O~--1IdIr o 0fIIbrted PIyment Alder O ....... fUdIIr o OIIIItIaII..,.clfy) O~RIdIr o ........ UnIt DlN' .... n,., ..... ntlt Alder o .... Imprw.-.IUIW MIllrD I PNAI·TB 'nd PRY VI. DRInD tD me knDwn ID III tM ~1D __ ~..,.:-:::IO"lI= "" ... vaiunDry WITNESS my TO TRUSTEE: REQUEST FOR RECONVEY AH\,;E TN ~ it till holder of the nefti fit ncMI __ b¥ tHe DellI of TIWt. SiId .... or nutII. 1..-.. II ..... hI ........ ___ .. DellI III T ............ ,.... U. ... _ ...... cllKIId to ~ MId noll 01 ..... end ... Deed of TNIt, wt1Ic;h .. dIIiYfto ......, .... ID --,. without worrontv. II "-111111 now hold by VDU W1dor IhII Deed of T/WI to.,. porwan Dr .-.one IIgIIIy ontltlld ttweto. DATED: ________ _ ._iiliiii. By-------------Mail ,econvey.".,., t" __________________________ _ waoNroclton 1629ffll·MI p .... "'. : ..... ; .I~~.', , .. ," .. ~~ . r • -.,.'.--...... ·..."..:~.--."=-., ............... -.• "'"""-......... oJI.O;.Oo\oIIWoIi_OiiI.,j~~~ The lan4 nfarred to in ~1. --'tMIlt i. eicaahd iD tile ~ of ling, atat. of MaahiDgtoa, aDd 48acrIbe4 .1 followal Lot 1, IU.Dg COUIIty Sbort 1I1at llllllber '781fO, recorded UDder ReCXIr4!Dg N\aber 7110171032 r .. i4 .bort plat being • portiOD of the ••• t half of tbe north ~r of the _tbwut quartu' of the northeut quarter or tile IIClrt!IwNt quarter of .ectlOll 15, TOWDab:ip 23 lfOrc.h, bore 5 ... t, W.N., 1D ltiag COUDty, II •• bington. • SlID OF 8CIIBDDLB A .~. :-. -- \ J G .J 4720 :lOOI~S'rrtl. S.w. £Y""Wood. 'Un 980)6 (206) 771·l031 (l06) SJ7·HJ2 ..f1I1SU BllilJing 616 StcO"J .JflJtHUt Stall/t. 'Wa 98104 (l06) 612 -6006 FILED FOR RECORD AT REoueST OF WHEN RECORDED RETURN TO NAme .. JNofES A. BElMCNlO o ~ THIS SPAce PROVIDED ,OA RECORDER'S USE: /ll0 S. J31lrJ. SImf . :FtJtrld'Way. 'Wa ttgJ'6 ~:l 25 i II '90 .(206) 874·SI/S . (06) 5/27-9726 BY THE DI'/I~::-"; OF flECmmS .. : fi ; C l :UN$ I\I/iGr.()%i'( 9CY03/06 RECI) F RECFEE CASHSL 5.00 2.00 13226 138th Avenue SE o Addless (t- ...0 C.lr. 5"' •. Z.o. Rentc:lll~ ... ':':J\.. 9Bo.~.~ .................... _ ........................ . ...0 o 8 Statutory Warranty Deed o (1' THE GRANTOR roRIS M. EA'KlN, AS HER SEPARATE ESl'ATE forondlnconoidemliolaor GCX)I) AND VALUABLE CCNSIDERATION Ih~ loUowins d...mbod tcAI .. lale •• ilua~ in tho Count)' of KING • Sl.oloofWlUbblston: I'IOImf HALF OF THE SCX1Df HALF OF 'DIE NJR'11lEAST QUARTER OF 'DIE SOtmiEAS'l' QUAR'lER OF 'lliE I'IOtmiWEST OUARTER OF 5EC'l'Ia-I 15. 'l'CMNSHI.P 23 NOImf, RANGE 5 EAST, W.M •• IN KING c.'ClVI'n'r, WASHING'roN. EXCEPl' THE EAST 20 FEET AND THE WESl' 20 FEET FOR RlADS. This deed is siven in ru16llmont 01 thDt oeruun ... 01 .. tale .0"lraet betw"",, tho potti .. ho",to. dol«! APRIL 12th ,1976 • lind conditioned for the ""n'.Y""ce of the above dosc:ribtd propt!rly. ond the ""..,nont.o of wDrronly he..,in conlained .IuIU not opply 10 any liU~, inte_t or enc:urobran.e ariolns by. throush or undor th. pun:h ..... r in Mid eonl",et. and .holl not apply 10 ony tu ... DNC8SI'Oonto or other chor, .. 'evlod. o>SeSO<d or becominc due .ubsequent 10 the dole of said .. ntroel Re.1 E.toto 5.1 •• T.E waa paid on Ihie .. Ie on APRIL 27th, 1976 • Reo. No. 7604270406 E-348469 D.ted ......... ~ .• s............................ ... .. ... ............. 19.~D. .. ~' . c., _ ,/ C -;;P-1 /11".IV,u'-"1- ··CO M·.· .,n.( ........ (;;.~. """'~LOU/S~" -.... _,j ""\;. ., ....... It, ...... ... ......... ... ,' ~ ••• \ .. 'i>'OIV.& •• 'tpl,;....... . ,\\ ~ ... ~~ "1..0;-. .." "\ .................... ~:: {8"l\O'T"~/~Y61'" ~.. . -'. . l l~nl\'IIJUi\L ACKNO\\'LEDGE~'£NT m't~l: N;;i~;ypiiiiiic·ior·tii;'-StQ·i~·oTiv·iiShTiigi,;n-···--···-·····.-._ .... -.. _-.. . M), nppolntm.nt expln.'S •••. _ .... _ .• _ ...•.•.. _._ .................................... .. L·7/WA/2·87 U'B·' t c o .'-.. _-_ .. __ ..... _---------) i j i I I ; I \ 1 i 1 J j ) i 1 , I :': .; .. >r .,', ',. 25x~D - - 'j REmlRN ADDRESS: Puttt 80uncI En.fIY, Inc. Attn: ROW Dlputment POBOXlT034 B.llevue, WA N00N7034 .... REFERENCE .: GRANTOR: Jailles II "'-l.,ndo GRANTEE: puget souna IInergy EASEMENT (cultomer form) SHORT lEGAl: ... full .... 1 on ~ 2 ASSESSOR'S PROPERTY TAX PARCEL: 1.52)059079-08 OP.IW' NO 23.5-0.58 JOaNO: 105004581 For end In c:ofIIIdlflllon DI On. DoIII / ,,':.86\ end oilier ~bIt cont~ In hind paid. JIM' A. BeJmgn"ftI a 81 1]ftl ("Otw1IoI" ... ,.~ n~ end BNIgna I1IIwby c:onwyt and """'" to PUGET 80ND eNeR~y,INC.,. W-.hIngton eorpor.don ("0nIn ... • hlrlln)."'.lIUc:c:AHOIS and "aIgnt tot Ih. puIpDMf ,*",,-11.,. Mtloltll. I nonexduL've perpelull MMIII8III 01/.,. under. along ICRIII and through IhI ~ de.~ ' .. , propelty ('f'ropeIty" ...,..n) In KIN G County. WlthIngIon: BE! EXHIBIT 'A' AtTACHED HERETO AHO BY THIS RUERINCE MADE A PART .. . HeREOF • EASEMENT LOCAnON: E1!l8P18I may III 0IIIefwIM 18.10IIII linn. 0nmIee'1$581 be.1I8I'CIIad upon 1118. poItIon d Ihe PRII*IY (Ihe 'Ealmlntl4lN' heNIn) ...... IWI (to) ,... In wIdfI tlvl 5)'" oIlUd1 WIdth Dn elc:h licit of !he c:enlfline d GrIn/M', ",,-1Dc;eIed .. contlluc:led Of 10 be • PIencIId Of reIoc:aled on the Propelly.ellC8ClllhOl8 poIIIona or IhII'nIpeIty 0CQIPIecI by building 1DoUngI. foundIlIona • ..,OI' IIUbIIIIfIIce s.rvcIureI. 1. PuIpOM. ~ ... ~U have "" r1g/IIlo conttluCl. operN, lI''')iRWln, ""eIr, repiIce, I~; remo"". enlerge. end UM Ihe E ... mer.t AIM for one 01' MOnt utfIIIy ~ for ptIIpOIM of ~: d,-.rlbuIIon and .... of gat and 811drtdey. IOgetI1If wtth !he light of ICC8II _end _I ,lid PIoper\y to ... G,anlae '0 IIJIetcile ill r1ghII hereunder. M lINd heteIn. !he !ann .aya ........... Include I' 8pp1.11en1nc:et MId faclllllw ..... IIKIN.ry.In!he IudDn*It of GnntM,IDrIhl DPIIdon Ind ~ ofllld."... .. 2. OrWllor'. u.. 01 &e.nent AIN. GrwdOf .... nat 10 et.cIlfty aIIucIurII on aid e-t Area. and fuIIh., IIOrHI not to place tria. rockerfel ... nca or other obltNCIIoiIa on Ifte Property lIIal WOUld IIIIe1fIlRl willi the a.tld •• of Gran'''' a r1gh1l herein. DATED1I11s STATEOFWASHiNGTON ) ) 5S COUNTY OF ) . GRANTOR: • 19.Jl!l.. j~ ~AJ5rJL,..k-' ~nelmondO BY: On Ihis W. day 01 Apr i 1 • 1999. before me. 8 Notal)' PubUc In and for the SIa'e 01 W8Ihlng'on. dulycomminionedllndlwom.perwonallyllppqred ,TamAS A Rel!nondo • Iorneknown 10 be the Indi~~a~;) who e.eculad the within and foregoing i",trum,"'. and lICknowtlClged thai ~ ligned the !5&J~?~.~ .. ~ __ . "'e9 a~d ·;d:.J~r3:"',· ~:t 2~j 13Ej !:r !ho 1.:10(; ar.j p:.zrpJ58G thii1ra~n :na:1:':=~c;j. r;IVE.I~·~iiaer my h~1\'i 6r,1 olliclal seal this herelo em.ed the day II'd y.., In thle CIIIIIIIcaIe ""I above WIllian. ,;!lr.:I."i. ' .. , ~t/~ , ",:"':' ."u;·t.\\', [mOen ., I. M.~!,'!"EO ltV :. ,.A/;·~<':".r.~'C ~,.c;;";tiB~lnol~ the s .... 0' '" I' W8It\Ington, teIIdJng 1\ Ren ton . ....... My appointment uplret';"":'l':'l-'-0::"'7::'--.0:":":-----_ ........... _-... _, ...... CUSI ronn 1111999 .. 8 l5 - - 10 :a "D ~ ~ .~ bJ ~I ~I , G I j , ----- ."o_s.-l'11! , ___ 'HIt_ (., "I-IOM ClOf/m.'4U , . ....... .-aeA ..... '. .... ..-._--.. -~,,:..~---------.. -UZZI UIIII _ .. tFl-. -----.---... -.---.-.. --.--.--... ~ c.,. ...... ~-!-~'~' __ '_"_' _______ 'M ~_ ... ~ ~ o "..-I:mmN. _.IIIID __ Ior ..... _ .. • • .. _---_ .. _A._. __ ..-. , .. --. ____ 111 __ .. me ~.oo ,uuoi II 2.00 -7.00 lIS . ~ -'-!WI (;1_ liliiiiII1I&I or __ 0-fir _ &aIDIDIT ~ (W 11m .-__ till ~ 15. -.. D _. _ 5 _. W.N •• DlIaNi CDlJIft'. ~. IIIZPI''' IIIST 20 rD2' _ MlIGr ;zo lUI' IQII IIWS. t=~ ... ..0 ~'-!~ ... --o _ ..... __ .. -...... -----..... -.-AI'RlL 12th .,., ..... _Ior ... _ ..... ___ ....... _ .. _. ___ ... ...erlo. _____ .. ,_"_"_"' __ '" ............. MI__. ___ .............. .-.. .................................... ....... __ .... ,.-.... _Il10..... IIIItIL 27t11. 19'76 .-.110.. 76OU10406 £-3411469 Oori. __ ~.!. ___ ... ____ ...... ---.--,"~. .~7st-.--~. r~"ACIIIIC' .. C.EDCPlD<l' ro .... , -~.---! .. )·i , .. C 0: ~ '---------.---------------___ ...;...J:' 1 25xlo 5 , . " "'f. !.,! 'II." ••• 't C' ..... /1 l. J ~, .i" 0..,.: .'r.. .. .. "... -... ~. . . .. .., . D~T[() ':1'0' ,I ' •.. f" fll[O -.' . , .fd"., '''-ui (J .•. 11 .... . .. -... ~ 'f: .... ... • , , .. ,. fw' ,J .D~, ... l (.~ .. ''0'''. ""~' . :~ ...... III,', I't • .Y. P. w ... ~ .. \ a .11.-PII.N -.. --.--.. -~ -..;:.;.;.;..;....-.-----_--l~~ • .; lOt ·\t·i~· r't" ,I ~'! . ----·-·-T:;:.:::~-~_L --- t ·.u.:..:.. .. _~ .. ~,~=.-.,-;-.-,,=_ ............ ____ ~ ________________ _ CERTflCATE WHEN RECORDED RETURN 10: r. the u::::;:;rsigned, ~ aerIt of the City of Renton, Wazhlngton, .• that this is a true Offite ofth~ dry d.:rk Renton Munkip:1 !:iuilding 200 Mll!!\\'enu~ South Ren~A 911U~ U} and correct copy of;--O"",,"~~~IJt*..,.... __ _ Q .. t.1._;-~ S~d~~~w~I~~_~1 ~ ~ -_. ~ 0:. -" V1 .'-r-f c· I;~ 8 ~ .. CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 AB ORDIRAH'CE OF TB3 err!' or RENTOIJ, WASBDIG'tUII', BSTABLISK:mQ .AN ASSESSJIBR'l' DJ:STRIC'l' POR SARrl'ARY SBWD SERVICE m A POllTl:OIf 0. THE SOtJTl[ BlcmLANDS, BBATBml DOMBS, AND DPLBWOOD SUB-BASms AND ESTABL:ISllDfO TD AIIOUHT 0' '!'BE CllARGB UPON CommcrIOH TO TIlE J'ACILITrES. THE CITY COUNCIL OF THE CITY OP RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SBCTION If There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by Cbe Bast Renton Sanitary Sewer Intercepto! in the northeast quadrant of the City of Renton and a portion of its urban growth area within unincorporated King Co~nty, which area is more particularly described in Exhibit "AN attached hereto_ A map of the service area is attached as ExhLbit ~8.* The recording of this document is to provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the I City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district. SECTION II_ Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties ~ -c!:. l ~ g ~ ~ >-t ::s; .... i ~ ~ I ~ -oJ .... ~ .... .., 8 __ :t~ ________________________________ • ; ~ ~ f t , .\ ~ ~ I I c • ~ ORDlNANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor I as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a Wlit charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder I i i are included within the boundary legally described in Exhibit "A" and which boundary is shown on the '~.p attached as Exhibit ~B." I ... I ~ I ~ SECTION XII. In addition to· the aforestated charges, there shall be a charge of 4.11% per annum added to the Per Unit Charge. ·1 . 0') ) I The, interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges ~ will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. ~ . " , I ~ PASSED BY THE ,CITY COUNCIL thislQth day of __ -=Ju~n~e~ __ ..... L~ 1996. j ~ I J 2 t '. 1 OIIDINANCE 4612 APPROVED BY THE MAYOR this 10th day of ___ J_u_n_e __________ , 1996. APpro~as to fonn: , . O<~~~Qt- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. 1 ) 1 I -:I ~ l " ~ ;j J .: t ,. 3 1 :, 'I-~ I ,t J J i l • l ~ I .j -j • j j 1 l j 1 ._-------_.--.-_.-_ ... ---~------- " . Exhi bit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CI1Y OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8.9,10.11.14.15.16.17,21 and 22 all in Township 23N. Range 5E W.M. in King County, Washington Sectlon 8, Township 23N, Range SE W.M. All of that portion of Sectlon 8. Township 23N. Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following describecnine: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast JA of said Section 8; thence West along said North line to the East right-of-way llne of SR-405 and the' terminus of said line. -Section 9, Township 23N, Range 5E W.M. All of that portion of Section 9. Township 23N, Range 5E W.M. lying South and East of the following described line: . Beginning on the centerline of'NE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerUne of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1A of said Section 9; thence East- along said South line to tts intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the tenninus of said line. Section 10, TownshIp 23N, Range 5E' W.M. All of that portion of Section 10, Township 23N. Range 5E W.M. lying Southerly and Westerly of the following descnbed line: Beginning on the West line of Section 10 at its intersection with the North line of the South Y2 of the North lh of said Section 10; thence East along said North line to its Intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast JA of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tennJnus of said line . ._LE-___________ ....... ____________________ _ j I 1 ~ I I • I I 1 4 . i j 1 Legal Description of the Spedtll Assessment District ~T the City of Renton -East Renton Interceptor Section 11, Township 23N, Range SE W.M. All of the Southwest Y4 of Section 11. TownshIp 23N, Range 5E W.M.. Section 14, Township 23N, Range SE W.M. Page 2 0/3 All of that portion of Section 14. Township 23N. Range 5E. W.M. descnbed as follows: All of the Northwest 1A of said section. together with the Southwest Yt of said section. except the South Y.l of the Southeast ~ of said Southwest JA and except the plat of Mcintire Homesites and 112 of streets adjacent as recorded In the Book of Plats. Volume 58, Page 82. Records of King County. Washington. and except the South 151.55 feet o{the East 239.435 feet of Tract 6. Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52. Records of King County. Washington, less ~ of the street abutting said portion of Tract 6. Block 1. and less 1.)act 6, Block 2 of said Cedar River Five Acre Tracts, less lh of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less lh the street adjacent to said portion of Tract 5. Block 2. Section 15, Township23N, RangeSE W.M. All of that portion of Section 15. Township 23N. Range 5E. W.M .• except the Southwest lA of the Southwest 14 of the Southwest JA of said section. Section 16, Township 23N, Range SE W.M. All of that portion of Section 16, Township 23N. Range 5E W.M .• except that -portion of the Southeast III of the Southeast ~ of the said Section 16lyJng East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39. page 39. Records of KIng County Washington and its Northerly extension to the North line of said Southeast 1A of the Southeast lA of the said Section 16 and except that portion of said section lying Southerly o,r the Northerly right-of-way line ofSR-169 (Maple Valley Highway), . Section 17, Township 23N, Range 5E W.M. All of that portion of Section 17. Township 23N, Range 5E W.M.. lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 . less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying J.--------------------_________________ -.t ...... -~-.... -.~, .. ~Q.~=~~------------ Legal Description of the SpedJzl Assessment Distrid for the City 0/ Rentrm -East Rmton Inlerceptor Page3u[3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21. Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood DMsion No. 2 as recorded in the Book of Plats, volume 39, page 39, Records of King County. Washington. Section 22, Township 23N, Range 5E W.M. All of that portion of Section 22. Township 23N. Range 5E W.M. described as follows: All of the Northwest 1A of the Northeast ~ of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats. volume 78. pages 1 through 4. Records of King County. Washington. • Together with the North 227.11 feet of the west 97.02 of the Northeast ~ of the Northeast 1.4 of said Section 22. !j f ~ ~ (. ~ ~ i ~ ~ ! $ i I ; ~ i f I I I j I I i I I I j I Exhibit ~ EAST RENTON INTERCEPTOR Special Assessment District Boundary ·1:24,000 e SANITARY SEWfRS + + PlGnning/B~c WCW!CS • Chtistenlef'l,MacOnie, Viane,ld "t 20 May 1996 -------City limit. fZTI.2J Special Assessment Ois!1id -- RETURN ADDRESS JAMES A BELMONDO 1221 Edmonds Avenue NE RENTON, WA 98056 Mlo Belmondo-AftIdavll [11/17199) BELftONDO,JAftES AFF I." 19991118080693 PAGE 18. OF eel 11/18/1999 18:35 ICING COUNTY, lolA FoRN. RE SW 00l.DOC AFFIDAVIT REGARDING ACESSORY DWELLING UNIT Reference Number(s): Not applicable Grantor: [I] BELMONDO, JAMES A. Grantees: [I] BELMONDO. JAMES A. Legal Description: N ~ OF S !h OF NE 1,4 OF SE 1,4 OF NW 1/4 Assessor's Tax ParceVAccount Number(s): 152305-9079-08 .7\ This property contains a primary dwelling unit and an accessory dwelling unit, as defmed by K.C.C. 21A.06. Requirements for accessory dwellings apply to this property including limitations placed upon the use and construction of accessory dwellings as prescribed by K.C.C. Title 21A. This notice shall run with the land and shall not be removed except upon specific written authorization by King County recorded upon this title. JAMES A. BELMONDO, having been duly sworn on oath, deposes and says: 1. I am the propeny owner of property legally described as: The North 1/2 of the South 1 /2 of the Northeast 1/4 of the Southeast 1/4 of the Northwest 1/4, less CIM rights, and less County Roads, in King County, Washington. with an address of 13226 -138th A venue Southeast, Renton, W A 98056, with a parcel number of 152305~9079-08. 2. I occupy or intend to occupy the primary residence or the accessory dwelling unit on this property. n j ______ DATED this 18th day of November, 1999. ~.J. A 1~.cJ/~'1 ~ JAMES A. BELMONDO SUBSCRmED AND SWORN to before me this 18th day of November. 1999. etIJ..J.,· t/"n I ~ '~~l: ENOCH V. MAFFEO, NOT AA !J'BLIC in and for the State of Washington, resi~lg ~t Renton My appointment expires: 11/07/00 ~ II ::. :l::c., 00 -' ;.: :.: :.: ;, .... .;.';., .... :;: .. -::..:.:. ~ ~ 0) .0. :! I ,.} .~ .~. ;;:' WHEN RECORDED MAlL TO: IJJIIIIJJIII Bank Df America f!OST CJ ()SING AEIc1FW Wa! ,!lI2JWL8O p.o BOU4I7O sgATDg WA 81124:1170 I AaxuII Number: IC.APS Nvnber: D_Pnnted: Aecanw,..,.. ".. 505 8223547 0007411133380 3/23fJD«J $000 J!aT~ P.J:T II .. .4i17 s : KING • OPTION 15 ." , " .. PERSONAL LINE OF CREDIT DEED OF TRUST THIS DEED OF TRUST Is made this ac:o day 01 \l'Y\OJl.c.n .Qa::C\,.. ...... J_ A Bdmoado, An Unmamcd .... non _________________________________________________________________ Gr~m. wIIow edd_ .. 13226 138TH AVENUE SI! RENTON WA \l8Q5\l 1ADQBl~~~ca __ E~D_rr_CONP~~ANY~~--~--~~~~~~~------------------------.T~, whole eddresa.. 100 PlIIIIo Aw_. Floor 19. SeaIIIl. Wit. 91104 and Sri of Amedca, Nit.. BenefIcIary, at hs above named 1IddIess. WH£fIEAS G,..-has enteNcI Ir40 WI ..,-nent wIIb BIMfIcIaty under wIIk:tI a-tdary IIgfMS tD _ to tile GIanIor tram lime to time, eub)KI to "payment WId nibonowlng, up 10 a total uno_ outstanding at any polftt In time 01: fifty ItIoUsand doll., and no cents ($ ~,ooo 00 ) Dollara which I~ .. eviden~ by Gr~o?_~-and DI8cIoMn Statement Homa EqlAty Une,of Credit algnad on ~~(I h d~ , ~...,. 'AgoeMIent'). The Ag_1s lncoopor8ted herein by rei_nee .. though fully a.t rorth TO SECUAE to Beneficiary the ,.pa~ent 01 tha Indellmdne.. evidllQd by tIM Agreement. logether WIth aI ..-Is. mocllllcatlons, or extensions thereof, with kIIldSt thereon, the payment of othw sums, WIllI Interest th..an, ..tv.nc.d to protect the seaaily of this Deed 01 Trust, WId the performance 01 the co_ and ~ of GrwItor .... n c:onIalnad. together wlthlnl_ th_n al -.ch rata as may be agreed upon, Grantor doet hereby lrraVoQbIy grant, blll9ain, sell and con ... y to the Trust .. In Trust, WIllI the power 01 $&le, the folo ... ng desalbacl propMy In K"~ County, Stat. of Washongton NoJt1l HalC Of lbe Soulh'HaIIOCThe NortheaJt QuancrOfTbo SoUlheut QuaJtt:r OCTbe No,*-Quutcr or SoctlOn 15. Townahtp 23 North, Ran,e 5. But, W M • In KIng County, • WuJuacton.1!xcept The But 20 Peet And The Weot 20 Feet For Roadl, Sduate In 'The County or KIll" Slate or Wu/unaton ~TUID.~15~2~~~OO~7~~~ ________________ ___ wIIlch real property Is not .-d prinCIpally for ~uraI or rarmlrg purpose" toglllher WII" aD tenements, h...-.menta, and .ppurllinances now or h .... iter lherel.nto belonging or In any WI" appettanng, and the ....... 1_ and PIOfIta 1hIreof; .. be1r9the e~ Imerlt 01 GlInlOr and BanaIldary thaI tills Deed 01 TIUS! and the mate "aid bJ TI\IIII88 IIeIeunder lIIIai c:orGnue In eHect ~ that fIOm tlm.to-tlme no Indeb1eclMD 01 GnIIItor to BoneIIc:Iary .... dwlhe Agr~ rnay eldst, and sIIaI ....... as aeeUlIty tor all new or addot,onaJ Indebtedness of 61_'0 BenerIdary undef the Agreement from tlme.to-llme arfalng VAAfABLE INTEREST RATE This ~_nt contams a Variable Interest Rate. The Interest rale on Grantor's Indebleclnesa under ilia Agr~ may vary Irom tlme·lo·l1me In accordance wtth IUCI'I rate or rales, as described In "'e Ag-.nenl. To prDlec11he aecurIIy ollllls Deed 01 Trust. Grantor covenants and &greea: t To keep the property In good conditIOn and .. pair, to permit no wast. the .. of; to complele any building, stNdln, or Improvement being billa or about 10 be buol thereon; to *,ore promptly any bUIlding, stNd ... or Improwment thereon which may be damaged or dea!lOyed'. and 10 comply WIth al laws, ordlnalK»s. regWitlons, covenenta, conditions and restrk:tlons eIIec:llng the property 2. To pay before clelnq .. nI aI lawl .. taxes and assaaam_. upon the property; to hap the property fr .. and dearof al other dllllgel,lIens or eno..mbrances,lmpalrlng ilia SIICUIIly of this Deed of Trust. 3 To keep aI budd~s now or hereafter erected on lhe property dellalbed herein conIlflUOUsiy Insured against loss by I.,.. hazllfds Induded within the term 'eK1ended coverage' and ,uclI other hazards as BeneflClBr)' rnay require In an aggregate amount not ... tIIen the total debt eec:wed by thiS Deed of Trust and aI other pllor hens AU poIoc:oes aIIaJI be In SUCII comp8llles as the BenefiCiary rnay appro .. and have loss payable to the BenefICIal')' as It. Inter.st may appear and then to the 61""10< The amount cOle<:ted under any Insurance pohcy may be appRed upon IIII'f Indebted .... hereby aoc:unod In ouch o,d ... as lhe Benef1clary shall d.termlne Such app.cahon by the e-flclary slid not cause dllCOfIImuance of My proceedingS to foreclose thIS Deed of TIUS! In the event of foreclosure, all nghts or the Grardor In Insurance poldes IMn In force shall pass 10 Ih. purchaser at the foredosure sale FaW NO • Olno Ro).2000 P~lof) = -4' = ~ To *lend .,., ~ Of PlOCMdIrV pwportIrv to Ilffect IN ..curft, heIeOf Of the rIgIIts Of po-.s of e.n.tIc:WJ Of TIIIIIw, MIl to pay .. __ and .,...., lndudlre coot of 11t1e INldlIUId etto".., .. ,.. to the mulmum ........... by Jaw, III MY MIdI edIan or PfOC"dIng. • 5. To pay .. co.ta, ,.. end .~. In COMICIIon with WI Deed of TIUSt, IIICIudIre th •• """_ InMred In enfOrdr1a the CIbIIgIIIIcIM ..c:uNd Mreby IncUllIV. wllJIOuI IImIIltlon Trust"" and Benellclary'l attomey'a ,_ IICI\IBIy fncunotcI. e. GrMtor .,... not, ..ttIIcM 8erwflelary's prior wrttten consent. grant or allow atrf further encumbr_ Of JIIInS, VDUltary 0I1nvoIunI1I)'. agllMl the p!OpeIty 7. To promptly end f\IIIy pwform at 0' the obIgaUona of till mortgagor or !jIrantor or CXIftIr1Ict p""'*'-.... fIIT'I llIIaIIrv II'ICIII99 or deed 0I1NSt or '"' HIat, contraCt on !hi propen" and to .. ".8tnefIdaty hMnIne from thl COnMqUIIICIS of an, f....,. to do 80 • •• Should GnInIor ,... to pay when 1M .,." lUll, _~ JnIInnge '"""""'" Inc:NdIrv IIood InN..- prtmIIImI, .... _____ , Of aIIIIr dllIIIM ..,. the ~ cIeecIIbId,. or CJIMrwIa ,eI 10 lIMp end I*fCnn .,." 01 Grwtor'a --.Is "-In IlIIfIIMIN, till vr wfIId\ ~ till .,.,..... of money, then, III." MIdI .... , tile ........ y, lit III eIIdIon, INY pay eudI __ ~ mar be r-r to perform IUCII ob9IION willi ~ to wllldllIIe GArltOlIl In clef .... , without preJudIce to ~ rlghllO 8CXlIIIratI tile rnMWII, 01 this Deed of TNit and to ~ tllll_, and .,., lind III pmounIt 10 peId "'aI be IIII*CIby IIIe GrMtor to the 8elwflcl1I)' ..,an demand, willi IrMIIII III_II 81 "" IIIgIIest rate then epplcab .. to Grantor'll ~Idebtedo_ '"'" the ~ or oCher Ioen ~nI from the d.w of wch pA"" ..... and aI SId! payme .... wIItI ........... __ JlIO'IdId, thai, from ". dID 01 paymenl. be lidded to • becalM • put of the 1ndIbt~ -...cI b, thIa DMd of TIUSt. IT IS MUTUAU.Y AGREED THAT' 1 In IIIe ..... .,." pootIon 0I1IIe ptOpMt, II tobn or cIamIIged In en .m! ..... dornIiIn proceedI/9, the entIN MIOIIIIt of the IWIrd or IUCII portion IIIereof .. may be -...-y to fYIy aalltty the obIgebolll IICUId ~y • ...... be paid to BeMIIcIary to be ~ to MId ~ 2 By 8COIpIIrv p.~ of .,." _ ....... ~ lifter Ita due daI8. BenefJd., dole not wahe III rtght 10 lequire prcmpt ~ when due of .. other 1Ul'lll1O ......... or to ...... defaoAl 'or , .... to eo pa,. !. TIle TnIIIaI ... 11 rec:cnwey II or an, part of !hi property COVIINd by thla Deed of TNIt to till penon InI/IIId IherwIo on wrtnen recpst of the Grantor ......... 8ene11c1ary, or upon IIlIIIIfIlCllon of the obIIgallonl uancI lind wrtnen reqIMt 'or -,..,.nee made by lhe I!enIIIcIIry or IIIe penon InIIIJed lhereto. 4 Upon tile __ of III ....... of def .... dwfIned ........ unlaw oIherwiu poaIIIbIted by "'" II ...". -...d......" ..... 1mrnecIIaIeIy become due ... peyabIe" the option of th. ~. In IIICII-.I'" upon wrItt.n Nqlllll of Bllneflcllly. TIIIIIw ahaI .. the !nat propIIIy. III 11X:1C1r1111rQ11OIIJI the ~ of TIUII AI:J. of the Stall of WultllVlon. at poIbIIc IUCIIon to the hlgr.t bidder. Ally pereon.,..,.,t T ....... ma,.bId .. the T..-.. .... T"","'" apply l1li p.-dll of "" ... _ toIIoM: (II to the 'lIPIIlI" of ... Jnc:tudIng a --* TN ...... fee ... IIltOmIy'I fie; (Z) to ... obIIgaIIonI.-..d by IhIa Detd of Trust; (31.l1li aurpIuI, " .", ..... the cIIotIc'II .... '" be depoIIIMI""'" willi a copy of tnt .-ded IIOtIca of .... willi 1111 de'" of till ~ Court of the COIIIIIJ In IIIhIcII 1M .. took place. S. T--. ...... deMr 10'" ~ ........ Ita deed. wllhDlA..,.,.." wNdI .... CIIIMY tothl~ till .,... In"" propatty wIIIcII Grantor had or hid "" po_to OOIMJ" "" lime 01 ilia IleCU1Ion of '* Deed or TnM, ..... IUd! ..... may'" acqoMd "-after. T".... .. deed tIIaII NCIIe the f.w IhowIrV tIIIIl "" .. _ conducIed In c:omphnCI willi .. 1IIe *lUiNl'lllnla of Jaw .... 01l1li1 Detd of TI\III, whldllIdI .. IIIaI be ptIma facie "'*'-of IUd! ~Iance'" --=UIw ftlderDlheIWof IIIfavcr of bonII"de p~'" ~ lor vallie • 8. The po_ of .... CIIIrIfeINd by thIa Deed of TNII and by th. Detd of TIUII AI:J. of !hi State of Wlllhll90nla not an .ldIIhIe IIII'MIdy; BInefIdIry may ca ... thlt DIed of Trust 10 be fortcIoIed at • rnortg8gI. 7. In the >_ of till dNIII, incapacity or clMbay or reelgnallon of TNSIae. a.n.Ik:Wy may appoint In wrIIIng .. ...,.,.." __ • end upon the NCIDftIng of IUd! .... olntmenlln tllll mortgage records of .... county In wIIIdIlhia Deed of TNIt II -.led. tIII __ ~ lhllbe ~ willi II ~rI of IIIe 0IIgInII_. Th ...... Is not oblJVal8d to notify any party IIIrIItO of pendlrv .... \llder any Other DIed of TI\III or of 1/1)' action or proceeding In wIIIdI 0-. Trustee or 1IenIfIcIIIry.tWIII be a pwty ..... auell,elkIn or proceedIrO II btoughI by the TIUII8e. e. Eadl of the 'oIIowlng. at the option oflmder ....... COIIItIIuI. an -.I of def ... ('E ..... of Daf"', under this Deed of TRItt (I) Grantor c:ommlll fraIId or mIbI. materiel ml8tepmtnlatJon at wry 111M In oonnec:IIon willi tnt crecIIIh -. Thll CM 1ndudI.loreamp .... , ........... nllbout Grlll'llor'l~, -.. 1abIIJtIn, or any oUIIf ~ of Grantor'll IIII8ndII -.clition. (tI) GIanIor doaa not meet lhe ,. .... yrnInI tenna of the c:ndll ... 1DlOUnt. (q GfMlor'I action or InIIttIon ~ IIIecJa th. c:oIalenillor the cndIt. IInII1CCOU1'11 or l.8ndM'a rIghb In the ooIIIIenII. TIll, can IncUdI, lor ~. , .... 10 mlllnteln .equJred Insuranc:e • .-II or destructive ... of the dwIIInSI. ",u. to pay __ dMtII of III penona ilia. on the ICCOIft, transfer of 1l1li or ._ of th. chNIIng. creation of • len on 1111 d~ without our permIt8Icn. loredos\n by !hi holder of anpIIIer len. or the use of I\IndII Of the dweIIrv ,or prohibited purpcIIM. 9. TNa DIed of Trust appJlea to. inures 10 the benelrt of. and Is tlIndIng not only on thl parIIea hereto, but on ltIetr hel,., de ..... llgat_. admInIltreIorI, IlIIIeUton. _ .nd ISIIgns. The twnn~1IeneI1d1llY IIIIIII'IIHII the holder and 0_ of the Aoowment or other IMdence of lndetIteclness MIC\lI8d hereby. whether or not named .. s.n.tIcIIIry heoeIn to TIft DIed 01 Trust has belli dlllwwed and lICICIp1ad by B'neflclary In the State of WIIaIIlrGlon. TNa Deed 01 Trust shall be ~ by and construed In ICCOrdanc:e with the Jaws of III, State of Wlllllnglon. I ' = --= ACKNOWLEDGMENT BY INDNIDUAL FOA RECOADItO PUU"OSES. DO NOT WRITE. SIGN OR STAW WITHIN THE ONE INCH TOP. BOno .. AND SIDE MARGINS OR AFFIX AHY AnACHMENTS. STATE OF WASHINGTON : It.. THIS '!!Pia FOR NOTARY STAMP ___________ "7''"t-..... --==-_---J@elhelndloldual(s)wIIolll9nedthlslnstrumenllnmy VOIurMry act !Of the uses and pu.poees mentioned on the ACKNOWLEDGMENT IN A REPRESENTATNE CAPACITY FOR RECORDING PUU"OSES. DO NOT WRITE. SIGN OR STA .... WlTHIH THE ONE INCH TOP. BOnOM AN) SIDE .. ARGIHS OR AFFIX ANY AnACHUENTS. STATE OF WASHINGTON :u. CowIIyof ______ _ THIS'!!PACEFOA NOTARY STAMP I CIIrtify that t know« ha ... satosIact«y .VId....,. that _____ --'-__________ _ and IS/_ the IndIYldual(S) who IIgned Ihls tnstru"""" In "fly ~. on oath stated that (he/she,llhey) -I-authorized to execute the Instrument and acknowtedged It as the ~EI of --------::IENTITYI===---- to b. the fr .. and voluntary act of such party lor Ihe ...... and putpOWa mentIOned on the Instrum ..... Dated. ______ _ ~/------------~~==------------~I CNOTAA'f PUIUC FIlA 1HE STATE OF WASHNmlNI My appointment tllP"es, ____________ _ REQUEST FORRECONVEVANCE To Trust .. : The under$lgned Is the holdllf 01 the not. or notes secured by thos Deed 01 Trust SaId not. Of notes, toge1hllf WIIh at O1hllf Indebted ...... secured by thos Deed of T.ust, ha .. been paid In full You ate hllf&by dl.ected 10 canc:ef said n01e o. notes and thIS ONd Of Trust, wIIoch ara dekvered he.eby, and to rec:onYllY, MIIlout warranty, at the estate now held by you under this Deed of Trust to the peraon 0. persons legally entrtled thereto, Dated' __________ __ Send Recorweyanc. To FOfN NO '01030 R03-2000 Page 301) ,: o.n LI'I LI'I .::, .::, <:::> co t-... 1.0 <:::> = = = '"" WHEM RECORDeD MAL TO: 8II'IIc of m.rlca III POSTClOSING~, WA1·1D2*«l P.O.aoX:M170 SEAT'ILE. WI. D11124-1170 AccoIn Num"": ~!.. N;APS Numb.,. 11115418011211lO ~F" .:r FILED BY PNWr r~ <..T).') <J 7 ~9-£. Real Estate Line of Credit ModHIe.tlon Agreement 2 /., :!....~~~lamade1NsW.darOl (¥-DO ,3:QlJ.D ~ .... ".. to as 'G""', IIId LiIIC 0# AmI!Ica, No A: .1IIIIIInaI ~ .-datIonrBlnk,) for ...... _iiIdiIIiliilDOl do hWWbY ... as fOIIDIIII;: 1. 2- Grmdor Ie IndMIItd \0 BanI'" _rd..--willi "" 1_ and condIIIonI of • -'aln .IigrHment and DIIcIoIIn Statemtnl OPTION 15 Home EqUt, Unt 01 CredIt ('AgrwmtnI') and (j»llJN i5 l1li. to ~ Ind 0Isd0Iurt 1'fIId.' dattd NorcIt 21 2dtIO In ihi oiijiiliil CIIIiimtmtnt ImOWIt 01 $ 50,0lIl.111 , and bNiIIili Ifiiiiiii ifltteOn 'rom tilt dale of eadI adwlnce undI paid, at "" ret.{t) lPidiIid Iii the Not. and RId., made, .lIIM:U1ed and deI\Iered by Grantor 10 Bank. TIlle obIIsJaIlon Is Mewed br a deed of trust 0. mortg. ('securily 1natNnenI, deled the 28th day of M..m ,WOO, IIId NCordtd In "" iNI eatate ~ of ilii&iAiidiOi'I.:l. ~27.s In~ 'MIA. WI. , of r-.!t at page HI A. Th. tenM and conditione of laid AgrMment, Secllllr Instnmtnl and Rider, and the oblgatlon .1IIdenc:8d Md NCUNd t~ _ '*-by modified .. foIowa (If • box .. not c:hectced, II does not apply). _ X_A. _X_B. The maximum wamount .. w.. ...... 10 $ ~10.!.,IIIO_00 ___ _ The maIurII, dettfor the .. Ie.~ 1o __ II::.f7:.!.PD=';;::O __ 3. lHna )'OU' Ailed Rate loan Option conialns !he VarI.bII Rat. FNIuIe specHltd bebw, lhe Ride, Ie hereby rnodIIItd 10 InchIde the !Glowtng. The lilt..,. rate "'arg"" 'or A..t Rail Loan OptIon. wit be J 50 '" with Automatic P.".,.,., s-Moe d. 3 " % ,""",out Automatic Payment ~. v ........ R.ta F .... r.. The A..t Rille loan OptIon conI4lna • variable t.'. feature H Automallc Pa)lJlWlt s-Ice I, eeIM:Itd from • BMc eccount. If 1111. " terminated. the annva/lntemt rat ..... mer-by 0 25 %. ThII IIICN ... may .. the torm 01 higher paymentt for the remaining tenn of the loan. ~th Automatic Payment Servk:e, u of 61712Il10 , the DaIIr Per1odIc: Rat. (baNd on the TCM Index u IIItdIItd In ItIe RIder and die lAii/ii&I.lIiOwn above) for • AlIBd Rate loan POIIlon Ia O.~1 '!L Th1alaWlANNUALP£RCbTAGERAltof 9160 %. WIthout Automatic P.~ent ServIot, u of 617f211aO , the Dally Periodic Rat. (baMd on the JeM Index ., tptdIIed In the RIdi, ana iIi& = ulhOwn abovelfor a Rxed Rate Loan Portion '" O.0Z73S %. ThIIIt an ANNUAL PER AGE RATE of 101110 "'. •• From tim. 10 lime, ttla Bank may off .. a special promotional ,.t. for F1lI8d Ral. loen Portions ('Today Rate') .. dnaIbed below. Today A.... '" put of ap«IaI ptOmotlons. the Bar* may, .. II, 801e opllon. allow Axed Rat. Loan Portions 8I1ptd1li dillCOUnIed rain below tholt ... out by th. Mugfn and Ind •• ("'" T odey Rate"). A Fbed Rate loan Portton. wllh Automatic Payment s.nIct .. of thl dill. of tllla Eldena10n or Modification ~ wtl ha",. dally Periodic Rate of 0 02459 " and a ocmljlOndlrg ANNUAL PERCEinAOE RAtE 01 9.000 ", A Rxed Rat, LOW! Portion, without Automatic P.,.",.,., SenrIce ... of the dal. of Ih .. Extension and ModIfication Ag.-nent w1I have • Dally PertDdlc Ral. of 0 02517 " and a correapondlrg ANNUM. PERCENTAGE RAtE of 9250 ". 0012301 AD3-2000 = = = '" f' ' ' 00154 18082l1O SubIeq'*1l Fh_l ..... to ... PottIona wit be at the Index MIl MaIgIn ... out ebove ~III MIl !IQIMS ttl. GranlDf II .. wilily .... d of aald pnm/ua In f .. lImpII. MIl tha1 ttIa .. n ~ II, MIl IIIU ~ willi III. aa"lle jiIIartty, a 1111 upOn IIIId jlNmllee to ..and payment 0/ =r~===~'t~=r~=or.,:~~~~~ Md ~,,":,,",~.:::&~=-,on:JJ:f~a:.~==~=..~ An::tCa 'HW;iMkof~~~ f.':==~-tr:. Or~~.PfIO N~i~ 1IiriIr;. Bank of ~~ltl~-rr-. fun. r Qil~t.~"', N/A NfX NIA ACKNOWLEDGMENT BY INDIVIDUAL FOR AECORDIIG PlJUtOSES, DO NOT WRIIE, SIGN OR STAMP WIIMeC 1ME OlE INCH TOP, lOTTO.. Alii SIDE MARGINS OR AFFIX AN'( ATTACHIIBfJS. STATE OF U yl Dh ( ~ fY"" CowIty y\ 0 (\ e Cc!!. ' ntSSPACE FOR NOTARY STAMP On till, day penoneIy apptuwd btfen me ______ ::::Jam=H:..;A.=IIeImoncIo===--____ _ ___________________ toml known Df prolllClon til. basis of ...... adory hIdtnct to be the IndMcbl(aj :=!: In ~ who .-... the ... ..., '""",,,,19 InItrurnent MIl ~ that ~ Q I IIgntd 1M __ .a \ n A:-) frM Md wbIIary ad and ~OI the _ W purpotMII IIMIeIn mentioned. GIwn unci" my hind offId lllia Ill{ day of 'ALL n .Q . ~ 'iJ J 1 tr NOTARY P\&JC In an My eppoIntmlnl • .."m: 1 () "2. c'} , ACKNOWLEDGMENT IN A REPRESENTATIVE CAPACITY FOR RECORDINO PlIU'OSEs, DO NOT WRITE. SIGN OR STAMP ~ THE ONE INCH TOP, BOTTOII AND SIDE UAAGIHS OR AFrlX ANY A TTACHIIBITS. STATEOF ________ _ _ ~_~y _______ m ____________ _ THIS SPACE FOR NOTARY STAMP I ceItIfy that' know or ha .. tatlafKtory I'IIdenaI tIIa1===-==-==-====-==:-=~~= 1./_ till Indlvklual(II wIIo IIgned IIIIIlnItJument 'n my pruenc8, on oath Italld tile (hlf8/leftl\eY) -fwere autIIotfzed to '_1 thllnstlument and actcnowledged ~ all \he ___ .....,,=.--______ _ (TItle) of ------:;o=:r---------'o be the '1M and voluntary act of sud! party'OI (EiiiiiYi the UN' and pvpOlll mlf1llofwclln 111. ~. Glven"ndetmyhandutdoffl~ .... 'hle-----d.yol---------------,--. NOTARY PUBlIC In and lor the Stall 01 _______________ residing al My appolnlmenl e>plntS: _________ _ OOll)4 RO"~~OO '030828004018.001 ~~6~~ 111111",111 PAGIi'filX! r180LOOT 28 011 Prepared By N/Z8/Z1ef" 2 • 39 KING COUNTY, IiA THOMAS ORTIZ Record and Retum Address Record & Return. )ratlon ProgreSSive Closing & Escrow Company, Inc 50 Vantage Point Dnve, Suite 3 Rochester, NY 14624 Reference # 030201208435 ServICing # 9893701046 Assessor's Parcel or Account Number \ 52 305> ~()'1 q Abbreviated Legal Descrlpbon ~<.n.;){'( IS, ""<'}Wlll~~ 23 f'I.~. Mfll.~ 5 't:r\'Si I "'l"',<>"6'-l~ Full legal descnptlon located on Exhibit A LO~ <J('t lA.(,~ t<> WASHINGTON LINE OF CREDIT TRUST DEED (Securing Future Advances) THIS DEED OF TRUST IS made on February 19.2003 JAMES A BELMONDO The grantor IS The trustee IS 'SEffil\..t: wA. '\"R12\ (''Trustee") The benefICIary IS Chase Manhattan Bank USA, N A , a nahonal banking assocI ali on whose address IS 200 White Clav Center Drive Route 273, Newark, DE 19711 In thiS Deed of Trust, the terms "you," "your" and ·yours" refer to the grantor(s) The terms ''we,'' "us· and "our" refer to the benefiCiary Pursuant to a Home EqUity Line of Credit Agreement dated the same date as thiS Deed of Trust ("Agreement"), you may Incur maximum unpaid loan mdebtedness (exclusIVe of Interest thereon) m amounts f1uctualing from lime to time up to the maximum pnnclpal sum outstanding at any time of One Hundred Thousand and 001100 Dollars ($ 100,000 00 ) The Agreement prOVides, for a final scheduled Installment due and payable not later than on March 1,2033 You agree that thiS Deed of Trust shall continue to secure all sums now or hereafter advanced under the terms of the Agreement Including, WithOut hmltabon, such sums that are advanced by us whether or not at the time the sums are advanced there IS any pnnclpal sum outstanding under the Agreement The parties hereto Intend that thIS Deed of Trust shall secure unpaid balances, and all other amounts due to us hereunder and under the Agreement ThiS Deed of Trust secures to us (a) the repayment of the debt eVidenced by the Agreement, with Interest, and all refinanCings, renewals, extensions and modifications of the Agreement, (b) the payment of all other sums, With mterest, advanced under Ihls Deed of Trust 10 protect the security of thiS Deed of Trust, and (c) the performance of your covenants and agreements under thiS Deed of Trust and the Agreement For thiS purpose and In WALCOT (Rev 09/01101) Page 1 016 '()030828004018.002 consideration of the debt, you Irrevocably grant and convey to the Trustee and Trustee's successors and assigns, In trust, With power of sale, the property located In KING County, Washington, and more fully described In EXHIBIT A. whICh IS attached hereto and made a part hereof, whICh property IS more commonly known as 13220 138TH AVENUE SE. RENTON. WA 98059-5212 ("Property Address"), TOGETHER WITH all the Improvements now or hereafter erected on the property, and all easements, rights, appurtenances, and fixtures now or hereafter a part of the property All replacements and addJbons shall also be covered by thIS Deed of Trust All of the foregOing IS referred to In thiS Deed of Trust as the "Property " YOU COVENANT that you are lawfully seIZed of the estate hereby conveyed and have the right to grant and convey the Property and that the Property IS unencumbered, except for encumbrances of record You warrant and Will defend generally the btle to the Property against all claims and demands, subject to any encumbrances of record YOU AND WE covenant and agree as follows 1. Payment of PrinCipal, Interest and Other Charges. You shall pay when the pnnclpal of and Interest owing under the Agreement and all other charges due hereunder and under the Agreement 2 Application of Payments Unless applicable law prOVides otherwise, all payments received by us under the Agreement and Section 1 shall be applied by us as prOVided In the Agreement 3 Pnor Deed of Trusts; Charges; L.lens You shall perfonm all of your obllgabons under any mortgage, deed of trust or other secunty Instruments WIth a lien which has PriOrity over thiS Deed of Trust, including your covenants to make payments when due You shall pay all taxes, assessments, charges, fines and Impositions atlnbutable to the Property which may attain pnorrty over thiS Deed of Trust or any advance under thiS Deed of Trust, and leasehold payments or ground rents, If any Upon our request, you shall promptly furnish to us all nollces of amounts to be paid under thiS paragraph and receipts eVidenCing any such payments you make directly You shall promptly discharge any hen (other than a lien disclosed to us In your application or In any title report we obtained) which has pnorlty over thiS Deed of Trust or any advance under thiS Deed of Trust . We specifically reserve to ourself and our successors and assigns the unilateral nght to require, upon nollCe, that you pay to us on the day monthly payments are due an amount equal to one-twelfth (1/12) of the yearly taxes, and assessments (Including condominium and planned unit development assessmef\ts, If any) which may attain PriOrity over thiS Deed of Trust and ground rents on the Property, If any, plus one·twelfth (1/12) of yearly premium Installments for hazard and mortgage Insurance, all as we reasonably estimate I",bally and from time to time, as allowed by and In accordance With applicable law 4. Hazard Insurance. You shall keep the Property Insured against loss by fife, hazards Included Within the term "extended cOverage" and any other hazards, including floods or flooding. for whICh we reqUire Insurance ThiS Insurance shall be maintained In the amounts and for the periods that we reqUire You may choose any Insurer reasonably acceptable to us Insurance poliCies and renewals shall be acceptable to us and shall Include a standard mortgagee clause If we reqUire, you shall promptly give us all receipts of paid premiums and renewal nollces If you fall to maintain coverage as reqUired In thiS section, you authOrize us to obtain such coverage as we In our sole discretIOn delerrmne appropnate to protect our Interest In the Property In accordance With the proVISions In Section 6 You understand and agree thai any coverage we purchase may cover only our Interest In the Property and may not cover your Interest II' the Property or any personal property therein You also understand and agree that the premium for any such Insurance may be higher than the premium you would pay for such Insurance You shall promptly notify the Insurer and us of any loss We may make proof of loss If you do not promptly do so WALCOT Page 2 016 '030828004018.003 Insurance proceeds shall be applied to restore or repair the Property damaged, If restoration or repair IS ecollOlnically feasible and our secunly would not be lessened othelWlse, Insurance proceeds shall be applied to sums secured by thiS Deed of Trust, whether or not then due, wrth any excess paid to you If you abandon the Property, or do not answer Within 30 days our notice \0 you that the Insurer has offered to settle a claim, then we may collect and use the proceeds \0 repair or restore the Property or to pay sums secured by thiS Deed of Trust, whether or not then due The 30-day penod win begin when notice IS gIVen Any appIJcation of proceeds \0 prinCIpal shall not require us \0 extend or postpone the due date of monthly payments or change the amount of monthly payments If we acqUire the Property a\ a forced sale following your default, your nght to any Insurance proceeds resuiling from damage to the Property prIOr to the acqUIsition shall pass to us to the extent of the sums secured by thiS Deed of Trust Immediately prior to the acqulSltton You shall not permit any condloon to eXist on the Property which WOUld, In any way, Invalidate the Insurance coverage on the Property 5. Preservation. Maintenance and Protection of the Property; Borrower's Loan Application, Leaseholds You shall not destroy, damage or substanbally change the Property, allow the Property to deteriorate, or commit waste You shall be In default If any forfeiture acbon or proceeding, whether Civil or cnmlnal, IS begun that In our good faith ludgment could result In forferture of the Property or otherwISe matellally Impal[ the hen created by thIS Deed of Trust or our secunty Interest You may cure such a default, as prOVided In Secoon 17, by causing the action or proceeding to be dISmISsed With a ruling that. In our good faith determination, precludes forfeiture of your Interest In the Property or other matenallmpalrment of the hen created by thiS Deed of Trust or our security Interest You shall also be m default If you, durmg the loan application process, gave materially false or maccurate Informahon or statements to us (or faded to prOVide us With any material Informal1on) In connection With the loan eVidenced by the Agreement, Including, but not hrruted to, representations concerning your occupancy of the Property as a pnnclple residence If thIS Deed of Trust IS on a leasehold, you shall comply With the lease If you acqUire fee lIt1e to the Property, the leasehold and fee btle shall not merge unless we agree to the marger In wnbng 6. Protecbon of Our RIghts In the Property, Mortgage Insurance. If you fall to perform the covenants and agreements contained In thiS Deed of Trust, or there IS a legal proceecilng that may Significantly affect our nghts In the Property (such as a proceeding m bankruptcy, probate, for condemnation or forfeiture or to enforce laws or regulallons), then we may do, and pay for, anything necessary to protect the Property's value and our nghts In the Property Our actIOns may Include paYing any sums secured by a lien which has pnonty over thiS Deed of Trust or any advance under the Agreement or thiS Deed of Trust, appeamg In court, paying reasonable attorney's fees, paYlng any sums Which you are reqUIred to pay under thiS Deed of Trust and entenng on the Property to make repairs. We do not have to take any action we are permrtted to take under thiS paragraph My amounts we pay.under thiS paragraph shall become additional debts you owe us and shall be secured by thiS Deed of Trust These amounts shall bear Interest from the dISbursement date at the rate established under the Agreement and shall be payable, With '"terest. upon our request If we reqUired mortgage Insurance as a condition of makmg the loan secured by thiS Deed of Trust, you shall pay the premIums for such Insurance until such time as the reqUirement for the Insurance terminates 7. Inspection. We may enter and Inspect the Property at any reasonable time and upon reasonable notice B Condemnation. The proceeds of any award for damages, direct or consequenhal, In connection With any condemnabon or other taking of any part of the Property, or for conveyance In lieu of condemnallon. are hereby asSigned and shall be paid to us If the Property IS abandoned, or If, after notice by us to you that the condemnor offers to make an award or settle a claim for damages, you fall to respond to us Within 30 days after the date the notice IS given, we are authonzed to collect and apply the proceeds, at our optIOn, either to restorallon or repair of the Property or to the sums secured by thiS Deed of Trust, whether or not then due Unless we and you otherwise agree In wntlng. any application of proceeds to prinCipal shall not extend or postpone the due date of the monthly payments payable under the Agreement and Secbon 1 or change the amount of such payments 9. You Are Not Released; Forbearance by Us Not a Waiver ExtenSion of lime for payment or modification of amortlzallon of the sums secured by thiS Deed of Trust granted by us to any of your successors In Interest shall not operate to release your liability or the liability WALCOT Page 3 016 '030828004018.004 of your successors In Interest We shall not be required to commence proceedings against any successor In Interest, refuse to extend lime for payment or otherwISe modify amortJzabon of the sums secured by thiS Deed of Trust by reason of any demand made by you or your successors In Interest Our forbearance In exercIsing any nght or remedy shall not waIVe or preclude the exercise of any nght or remedy 10 Successors and AsSigns Bound. Jomt and Several lIablhty; Co-signers The covenants and agreements of thiS Deed of Trust shall bind and benefit your successors and perm tiled assigns Your covenants and agreements shall be JOint and several Anyone who CO-SignS thiS Deed of Trust but does not execute the Agreement (a) IS co-signing thIS Deed of Trust only to mortgage, grant and convey such person's Interest In the Property, (b) IS not personally obligated to pay the Agreement. but IS obligated to pay all other sums secured by thiS Deed of Trust, and (c) agrees that we and anyone else who signs thiS Deed of Trust may agree to extend, modify, forbear or make any accommodatIons regarding the terms of thiS Deed of Trust or the Agreement WIthout such person's consent 11. Loan Charges. tf the loan secured by thiS Deed of Trust IS subJecI to a law which sets rnaxlll1um loan charges, and that law IS finally Interpreted so that the Interest or other loan charges collected or to be collected In connection With the loan exceed the permitted limits, then (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted lunlt, and (b) any sums already collected from you which exceed permitted lImits Will be refunded to you We may choose to make thIS refund by redUCIng the pnnclpal owed under the Agreement or by making a direct payment to you If a refund reduces pnnclpal, the reducllon Will be treated as a partial prepayment without any prepayment charge under the Agreement 12. Nobces Unless otherwISe reqUired by law, any notICe to you prOVIded for In thiS Deed of Trust shall be delIVered or mailed by first class mati to the Property Address or any other address you deSIgnate by notIce to us Unless otherwISe required by law, any notICe to us shall be gIven by first class mad to our address stated above or any other address we deSignate by noltce to you Any nobce prOVided for In thiS Deed of Trust shall be deemed 10 have been given to you or us when given as prOVided In thIS paragraph 13, Governing Law, Severability. The extension of credIt secured by thIS Deed of Trust IS governed by federal law, which for the purposes of 12 USC § 85 Incorporates Delaware law However, the Inlerprelabon and enforcement of thiS Deed of Trust shall be governed by the law of the JUrISdictIOn In which the Property IS located, except as preempted by federal law In the event that any prOVISion or clause of thiS Deed of Trust or the Agreement conflicts With apphcable law, such conflict shall not affect other prOVISions of thIS Deed of Trust or the Agreement which can be gIven effect WIthout the confhctlTIQ provIsion To thiS end the proVISions of thiS Deed of Trust and the Agreement are declared to be severable 14. Transfer of the Property. If all or any part of the Property or any Interest In It IS sold or transferred WIthout our prior written consent, we may, at our opbon, reqUIre ImmedIate payment In full of all sums secured by thIS Deed of Trust However, thiS opllOn shall not be exercIsed by US If exercise IS prohibIted by federal law as of the date of thiS Deed of Trust 15 Sale of Agreement; Change of Loan Servlcer. The Agreement or a partIal Interest In the Agreement (together With thiS Deed of Trust) may be sold one or more tImes Without prior notice to you A sale may result In a change In the enltty (known as the "Loan Servlcer") that collecls monthly payments due under the Agreement and thIS Deed of Trust There also may be one or more changes of the Loan Servlcer unrelated to the sale of the Agreement If there IS a change of the Loan Servlcer, you WIll be given wntten notIce of the change as reqUIred by applJcable law The noltce wl,,\state the name and address of the new Loan Servlcer and the address 10 which payments should be made The notice Will also contain any mformalion reqUITed by applicable law 18. Hazardous Substances You shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or In the Property You shall not do, nor allow anyone else to do, anything affecting the Property that IS In ViolatIon of any EnVIronmental Law The precedIng two sentences shall not apply to the presence, use, or storage on the Property of Hazardous Substances In quanlitles that are generally recogmzed to be appropnate to normat reSldenbal uses and to maintenance of the Property You shall promptly give us written notIce of any Invesltgatlon, claim, demand, laWSUit or other action by any governmental or regulatory agency or prtvate party InvolVing the Property and any Hazardous Substance or EnVIronmental Law of which you have actual knowledge If you learn or are notified by any govemment or WALCOT Page 4 016 '030828004018.005 regulatory authonly, that any removal or other remedlalion of any Hazardous Substance affecting the Property IS necessary, you shall promptly take all necessary remedial acbons In accordance With EnVironmental Law As used In this Deed of Trust, "Hazardous Substances· are those substances defined as toXIC or hazardous substances by EnVironmental Law and the follOWing substances gasoline, kerosene, other flammable or toXIC petroleum products, tOXIC pestICIdes and herbicides, volatile solvents, malenals containing asbestos or formaldehyde, and radioactIVe matenals. As used In thiS Deed of Trust, "EnVironmental Law" means federal laws and laws of the Junsdlcllon where the Property IS located that retate to health, safety or enVIronmental protection 17. Acceleration; Remedies You Will be In default If (1) any payment required by the Agreement or this Deed of Trust IS not made when It Is due; (2) we discover that you have committed fraud or made a matenal misrepresentation In connection with the Agreement; or (3) you take any action or fall to take any acaon that adversely affects our security for the Agreement or any right we have In the Property. If a default occurs (other than under Section 14, unless applicable law proVIdes otherwise), we Will give you nobce Specifying· (a) the default, (b) the action required to cure the default, (c) a date, not less than 30 days from the date the notice is given to you, by which the default must be cured; and (d) that failure to cure the default on or before the date specified In the notice may result In acceleratIOn of the sums secured by this Deed of Trust and sale of the Property. The notice shall further Inform you of the nght to reinstate after acceleratron and the nght to bring a court action to assert the nonaxistence of a default or any other defense you may have to acceleration and sale If the default is not cured on or before the date specified In the notIce, we, at our opbon, may declare all of the sums secured by this Deed of Trust to be Immediately due .and payable without further demand and may foreclose thiS Deed of Trust by Judicial proceeding We shall be entrtled to collect In such proceeding all expenses of foreclosure, Including, but not limited to, reasonable attorneys' fees as pennrtted by applicable law, but not to exceed 20% of the amount you owe for principal and Interest, and costs of trtte eVIdence If we Invoke the power of sale, we shall give written notice to Trustee of the occurrence of an event of default and of our election to cause the Property to be sold. We and the Trustee shall take such actIon regarding notice of sale and shall gIve such notices to you and to the othar persons as applicable law may requIre. After the time required by applicable law and after publication of the nobee of sale, Trustee, Without demand on you, shall sell the Property at public auction to the highest bIdder at the tIme and place and under the terms designated '" the notIce of sale In one or more parcels and in any order Trustee determines Trustee may postpone sale of the. Property for a penod or penods permItted by applicable law by pubhc announcement at the time and place fIxed in the nollce of sale. EIther we or our designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveym9 the Property Without any covenant or warranty, expressed or Implied The reCItals In the Trustee's deed shall be pnma faCIe evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale In the follOWing order· (a) to all expenses of the sale, Including, but not limIted to, reasonable Trustee's and attorneys' fees, as set forth above; (b) to all sums secured by thIS Deed of Trust; and (c) any excess to the person or persons legally enbtled to It or to the clerk of the superior court of the county In which the sale took place. 19. Reconveyance. Upon your request and payment of all sums secured by thiS Deed of Trust, we shall request Trustee to reconvey the Property and shall surrender thiS Deed of Trust and all notes eVidenCing debt secured by thiS Deed of Trust to Trustee Trustee shall reconvey the Property WIthout warranty and Without charge to the person or persons legally enill/ed to It Such person or persons shall pay any recordation costs 20. Substitute Trustee We may, at our option, from bme to trme appolnl a successor trustee to any Trustee appOInted hereunder who has ceased to acl Without conveyance of the Property, the successor trustee shall succeed 10 all Ihe tllte, powers and duties conferred upon the Trustee hereIn and by applICable law 21 Use of Property. agricultural or farming purposes You covenanl Ihat the Property IS not used" prJn.clpally:fQr --. , 21. Discontinuance of Enforcement. Notwithstanding our acceleration of the slJms - secured by thiS Deed of Trust under the provIsions of Section 17, we may'; In_our sole·alscrellon and upon such conditions as we In our sale discretion determine, dlsconhmJe 'an9 proceedings begun to enforce the terms of thiS Deed of Trust WALCOT Page 50t 6 ')030828004018.006 22. WaIver. No waiver by us at any time of any term, proVISIOn or covenant contained In thiS Deed of Trust or In the note secured hereby shall be deemed to be or construed as a waIVer of any other term, prOVISion or covenant or of the same term, provIsion of covenant at any other Irme 23 Addlbonal Charges. You agree to pay reasonable charges as allowed by law In connectIOn With the servicing of this loan Including, Without limitation, the cosls of obtaining tax searches and subordinations ProvIded, however, that nothing contained III th,s section IS Intended to create and shall not be construed to create any duty or obligatIon by us to perform any such act, or to execute or consent 10 3ny such transaction or matter, except a release of the Deed of Trust upon full repayment of all sums secured thereby 24 RIders to th,s Deed of Trust. If one or more riders are executed by you and recorded together With thiS Deed of Trust, the covenants and agreements of each such nder shall be Incorporated Inlo and shan amend and supplement Ihe covenants and agreements of thIS Deed of Trust as If the nder(s) were a part of thIS Deed of Trust [Check applicable box(es)J o 1-4 Family Rider [i] Planned Unit Development Rider o Other(s) _______ _ BY SIGNING BELOW, You accept and agree to the terms and covenants contained In thIS Deed of Trust and In any nder(s) executed by you and recorded with It SIgned, sealed and delivered In the presence Witness (Seal) ________ ~ __ _ (Seal) --------------------- (Seal) ------------------- STATE OF WASHINGTON .-.Df: RGwtr:JAJ CITY/COUNTY OF K IIJ (:, _ ______ -'-______ (Seal) ______________ (Seal) __________________ (Seal) 5S The foregOing Instrument was acknowledged before me thiS 1 q -tk day of _____ E £ eRv tt Ry ,~,by :::tAMt::S 8 11£L.MoIJOQ, t~ mx known to be the person(s) aforesaid, who acknowledged that they executed thiS Instrument .. !I lho,r f:"~e ~(1d 'Joluntary act and deed and for the uses and purposes therern menboned /1-01-oq WALCOT Page 6 0(6 20030828004018.007 Reference # 030201208435 PLANNED UNIT DEVELOPMENT RIDER THIS PLANNED UNIT DEVELOPMENT RIDER IS made this 19th day of February , 2003 , and IS Incorporated Into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Secunty Deed (the ·Securlty Instrument") of the same date, gIVen by the undersigned (the "Borrower-) to secure Borrower's Note to Chase Manhattan Bank USA. N A (the "Lender'") of the same date and covenng the Property described In the Security Instrument and located at 13220 138TH AVENUE SE, RENTON, WA 98059-5212 [Property Address) The Property Includes, but IS not hmlted to, a parcel of land Improved wrth a dwelhng, together With other such parcels and certain common areas and facIlities. as descnbed In (the -Declaration") The Property IS a part of a planned unit development known as [Name of Planned Unrt Development) (the "PUD") The Property also Includes Borrower's Interest In the homeowners association or eqUivalent entity owning or managing the common areas and facilihes of the PUD (the "Owners ASSOCiation") and the uses. benefits and proceeds of Borrower's Interest PUD COVENANTS In addrtlon to the covenants and agreements made In the Secunty Instrument, Borrower and Lender further covenant and agree as follows A PUD Obligations. Borrower shall perform all of Borrower's obligations under the PUD's Constituent Documents The "Constituent Documents" are the (I) Declaratron, (II) articles of Incorporalron, trust instrument or any equivalent document which creates the Owners Assoclatron, and (III) any by-laws or other rules or regulallons of the Owners AsSOCiation Borrower shall promptly pay, when due, all dues and assessments Imposed pursuant to the Constituent Documents MUL TISTATE PUD RIDER -Single Family/Second Mortgage PUD (Rev 09105101) Page' 013 ,.., iJ'ft' ,JJJ0 9/90 Inlbar 20030828004018.008 B Hazard Insurance So long as the Owners Assoclatton maintains, With a generally accepted Insurance carner, a "master" or "blanket" policy Insunng the Property which IS satisfactory to Lender and which provides Insurance coverage In the amounts, for the pen ods, and against the hazards Lender requires, Including fire and hazards Included WIthin the term -extended coverage," then (I) Lender waIVes the provIsion In Uniform Covenant 2 for the monthly payment to Lender of the yearly premium Installments for hazard Insurance on the Property, and (II) Borrower's obllgatton under Uniform Covenant 5 to maintain hazard Insurance coverage on the Property IS deemed satisfied to the extent that the reqUired coverage IS provided by the Owners AsSociation policy Borrower shall gIVe Lender prompt nobce of any lapse In requIred hazard Insurance coverage provided by the master or blanket pohcy In the event of a dlstnbutlon of hazard Insurance proceeds In heu of restoration or repair followmg a loss to the Property. or to common areas and facilities of the PUD, any proceeds payable to Borrower are hereby assigned and shall be paid to Lender Lender shall apply the proceeds to the sums secured by the Security Instrument. With any excess paid to Borrower C Public Liability Insurance. Borrower shall take such actions as may be reasonable to Insure that the Owners Association mamtalns a public liability Insurance policy acceptable In form. amount. and extent of coverage to Lender D. Condemnation. The proceeds of any award or claim for damages, direct or consequential. payable to Borrower In connection With any condemnation or other taking of all or any part of the Property or the common areas and facillbes of the PUD, or for any conveyance In lieu of condemnation. are hereby assigned and shall be paid to Lender Such proceeds shall be applied by Lender to the sums secured by the Security Instrument as prOVided In Uniform Covenant 9 E. Lender'S Prior Consent Borrower shall not. except after notice to Lender and With Lender's prior wntten ,consent, either partition or subdiVide the Property or consent to (I) the abandonment or termination of the PUD. except for abandonment or termination required by law In the case of substantial destruction by fire or other casualty or In the case of a taking by condemnation or eminent domain, (II) any amendment to any provISion of the "Constituent Documents" If the provIsion IS for the express benefit of Lender, (III) termination of profeSSional management and assumption of self-management of the Owners ASSOCiation, or (IV) any action which would have the effect of rendenng the public liability Insurance coverage maintained by the Owners ASSOCiation unacceptable to Lender PUD Page 2 013 (\ ClJo~O 9/90 Inlba¥ .. 20030828004018.009 F. Remedies. If Borrower does not pay PUD dues and assessments when due, then Lender may pay them Any amounts disbursed by Lender under this paragraph F shall become addltJonal debt of Borrower secured by the Securrty Instrument Unless Borrower and Lender agree to other terms of payment, these amounts shall bear Interest from the date of disbursement at the Note rate and shall be payable, With Interest, upon notice from Lender to Borrower requesting payment BY SIGNING BELOW, Borrower accepts and agrees to the terms and prOVISIOns contained In thiS PUD Rider ______________ (Seal) Borrower (Seal) (Seal) Borrower Borrower (Seal) (Seal) Borrower Borrower , (Seal) (Seal) Borrower Borrower PUD Page 30/3 Form 31509190 · , LBOAL DRSCRIPTXQN rHH roLLOWING DEd(JRIP.SO REAL CSTA.TE!. SITuATED IN TH& COIJNTY OF KING, STJl.T~ CF WASHIN\;TON THE NORT\{ HALF 01' THF. S("'UTH HALF 01<' THE NE QtJAR7ER Of'" THE SE Ql"ARTER OF THE NW QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 8MT, ~l M • IN !<I~Q -::OUN'IY, WASHINC1"'N, RXCr.I'T THE EAST 20 rERT AND 'rHE WEST ~O PCE'I FOR RO)\[)5 BE[NG THE S~~E PROrBRT~ C0NVGYED TO J~BS A BEL~NOO A SINGLB MAN BY DeLD ",ROlli ~I~HING rOIll bc.l!OOL E1-tPLOYBBS CRr.:OIl UNION RECORDED o~/la/1990 'I'AX IUU 10;2J059079 20030828004018.010 · r. ~.{;"".'~\ ... • ·6280882, "'-;-'''~'':-.. '''.-' ~7 nrf' 20 AM 8 30 ROs-!l ,('N~ ~O~£~~'~:~TOR. DEPUTY . .. ,~.~ .. ~: . THE GRA~TORS L. E. HALE and MAR Y HALE, his wife, for and in consideration uf Ten Dollars and other valuable consideration ( ....... . .. ~ .. ' I" FOIl .. LSI in hand paid. conv~ys and warrants to ROBERT J. MOORE and SHARON L. MOORE, his wife Ih" lollowing d~ribed rul estalt. silualed in 1M Counly III Wa..hinRton: King , State 01 . ' '.' Daltd Ihis North half of the southeast quarter of the southeast quarter of the northwest quarter of section IS, township 23 north, range 5 east, W. M., in King County, Washington; EXCEPT the west 15 feet 'thereof and the east 20 feet thereof for roads. Including the following personal property: Sampson 7 h. p. tractol', bulldozer blade, plow, disc, springtooth harrow, .Whirlwind lawnmower, lawn sweeper, Kenmore washington m'achine, stove, refrigerator, gas stove and couch . day of March, t~~r'-'--'--.~.,~ ~TATE 01' \\';\SHI~GTO:-;. County of KING I. 55. I On this day ptrsonall)' apptal.d hefllre me L. E. HALE and MAR Y HALE, his wife, to me known to he the indiv;dual s descrihed in and who •• ecuied the within and forqoing instrument, and a(knowkd~rd that t hey ~igned the same as their Iree and voluntary act and deed, lor Ille .~"~.~nd purro",s therein mentioned. ~ .• ~\;. •. \:.: .•.•• j,.... .. . :"f ...• \~ , crtlf::-> lInder my hand anJ offICIal ".llh,s ;;';.t?~.·~.~.":. ~:~ ~'~;':> '" 'I. '\ •.•.•.. March, 1962 . (. o q N ...... """ L.aJ TI'8IIB8IJB1108 TdlB II18I8'8IIC8 00 .•.. -•••.•••..• C!J ..•.. 'f" ~ ••••••••••••• ...... ". THIS SPAe! PIOfIDfO fOR IIfCOROIU liS'. ii2 ;"; .,., "J ~) '-." ("') .o • n I" Filed lor Record at Request of ,..." '"ol -<-: A.. <. , ~ U I.~I Na~ ....... B.~~~.~s.~R.~ ... & .. M.~.~~.~ ............. " ............. . <; Address 815 N.E. Northgate Way . Seattle. WA 98125 City and State .................................................................................. . Quit Claim Deed TH[~ GRA:'\TOR ROBERT J. MOORE for Rnd in con~ideration nf Love and affection and dissolution property settlement eon\'ey, nnu (luit daim. to SHARON LEE MOORE the following descrihed real estate. ~ituuleu in the Cuunty 01 IOAelher w;lh all all"r t\('quircd title 01 the grantor(H) therein: King Slate of Washington, North ~ of the Sf ~ of the NW ~ of section 15. township 23 North. range 5 East. W.M., in King County. Washingtcn; EXCEPT the West 15 feet th~reof and the East-zo-teet thereof for roads. r -r~o S.;:~:=-;~r·\XI ;., , .. ~091f ; I" . ··:~~~-;i~·- ~. , ! InJj·.iJll~J i "","" ~T'1f.: r,r \\:'''!\III~(;T{)!'i ('i ;I::-;.TY OF. KI NG ROBERT J. MOORE T', mo-kn,.w:'l hI h.· lh.-Indh'irlual.I""wr,11'I.rf in fan-.-J v, .". "'if"-IHI"" Iht· wIthin Iin,1 :'I"·J!(.in~ IrI';tirumc-r:t, :w.J 111 I.-,llu\\"It·,Io', d 1";11 he sign('d the 'lUmp his (r'-,-;\l1ft ~",I'Jnt.1ry iI«·t ar,d d(·,oci. illr ,h., !I ...... a,,,1 Iltlrr"I~I'" ,!,.·rr'l/I lnf·nt;fmlil. . II) STATE or \\'!\SHINGTON COl;NTY OF IC::;'':', ": H ~ .. ')\' ;. G~;::.,:;;:~::.:.:.....:~ \ \ . I Sc..:rClar~' t I .j "5. On thi~ day of. . .... ,' ......... . ............. _ .• 19 " ....• bdtJre me'. Ih(' un("·~i~ned. a Nutary Public in and for the Statt: or Ws!\h- inItu,n. duly c'ommissilJOI'CI and "worn. personally appl:areod .. o.nd If) m~ kuuwn h, h,· ih,. .. Prcsit'l'nl uud r,... .. "t~.'tiv .. iy."r ,_ . .... .... .. .. "'. .. ..... . _ ..... tin· "ltrpumt;flO Ihlll \'"(Pf.'uh'fJ tl1I' frm'gl)intC i,I!i.rum(·nl. nud acknu\\'lt·d~l.J the· otai,J in)oltrl,nlf'nl :", t", l~t· rr~'i' nnd voluntary :1('( and 'JI'('d hI !aid ,'ur""r. 1J1iun 'nr It .... U!i( .... nnd purpfls,'!O tllC'r<,in m('ntion(,d. anti '10 oath stated Ihat 'IIIthuri7('t'J til (·"''f'uh.· th.\ saitl ir.fllrumcnt and Ihat I hH ~'nJ iltfh<J<d is !Iv· j'UrrM'rntl' "wnl 'If ~flj,1 rorpnra!ion, \\'itn":IIM my hand ant! Hrncir.1 !wol hf'rpto affixE'ri tllf~ day and yr.ar first .11' .. r\'I· writtE'n. Nrolnry I'uhlil" 10 IIOfI fut thl.' Slalt· (If \\'asl,ingv/n. h· .. iding ol! o .q N .! • PIONEER NATIONAL Tm.E INSURANCE A 11COA COMfWf'( F'ilt>d lor Record at Request of <.."" .... - == r._ n , = _. .' QuIt Claim Deed ROBERT J. MOORE UYINII. "MOl ., , .~ ~; ' .. ' w c-: '.' " "" -' ~ PORM L 56 /I !<r .r>d In <"'.,Ide<"'.'n of Love and affection and dissolution property settlement c. ,,·m.'lfy Sand q:Jlt c l·ILDI S to SHARON LEE MOORE ~hD i.;.·1 :lJWtnF: de!o\:l"lbcd real estatl'. situated in t.ne C\J.Inty of King Stat'~ l'l ':.lhht:'1,,:um ~ncludin~ any interest therein which gr.ntor may hereaftal.' lequire: Dated thi!; North ~ of the SE ~ of SE ~ of the NW ~ less county roads and les~ county mineral rights, all situated in King County, State of Washington. " .................................. ISE.U ~TAn; (,f WASHIHCTai. t Coun'" of KING \ p. . ~" . . ':'1. ROBERT J. MOORE .' ~ .. tCi ';'Ie knClJTl to til: chI: Individual ducrlbed 1n and ,,*,0 e)lecuted the wahl" .nd fcrelo~Qi 1~.tTUIM!"t. Ind : ' ad'nt ..... led~ed U'lt he signod th* ... me .1 his free and voLuntary .c:t:.~ d~ed. for the uses lind purposu theret." r.'ItntlO1M:d. " . I 0/ ------- Return Address: Clerk of the Council Metropolitan King County Council Room W 1025 King County Courthouse Seattle, W A 98104 III Pkasepnnforlypemlonnaflon WASHINGTON STATE RECORDER'S Cover Sheet (RCW 6504) Document Title(s) (or transactions contamed therem) (all areas apphcable to your document I!'!Y!! be filled m) t Ordinance 13228 AN ORDINANCE authorizing the vacation of a portion of l40th Avenue Southeast V-219S. Petitioners: James Belmondo; Richard E. Stuth and Janis Vander Hoek; Ray F. and Sharon Lee Vavak. Reference Number(s) of Documents assigned or released: AckhlJOnal reference #'s on page __ of-document Grantor(s) (Last name, first name, inItials) I King County, Washington Addlllonal names on page __ of document Grantee(s) (Last name fIrst, then first name and Inltlals) t I , 2 , Addlltonal names on page __ of document Legal description (abbreVIated I e lot, block, plat or sectIon, townshIp, range) That portion of140th A venue Southeast as conveyed to King County by the Deed recorded in ............. Addlltonal legalIS on page __ of document Assessor's Property Tax ParceVAccount Number Assesc;or Tax # not yet aSSIgned The Auditor/Recorder Will rely on the information prOVided on Ihe form The staff Will not read the document to venfy the accuracy or completeness of the mdcxtng informatIon prOVIded herem I am requestmg an emergency nonstandard recordmg for anaddJtlOnaJ fee as proVIded m RCW 36 18010 I understand that the recordmg proces~mg requirements may cover Up Ot otherWise obscure some part of the text of the ongInal document _____________________ Slgnature of Requestmg Pm ty 1 2 3 en t'-. 4 c::t 5 eN. c::l 6 CIt a:a. 7 c:o 8 C'I 9 c::a 10 C'-.. 11 ~ c::)I 12 c:... 13 14 15 -16 June I, 1998 V-2195 Introduced By Proposed No : ROB MCKENNA LouIse MiIfer 98-247 ORDINANCE NO. 13228 AN ORDINANCE autbonzmg the vacanon of a portton of 140th Avenue Southeast V -2195 Pettttoners: James BeImondo; RIchard E Stuth and Jams Vander Hoek; Ray F and Sharon Lee Vavak. STATEMENT OF FACTS 1 A petition bas been filed requestmg vacanon of that portion of l40th Avenue Southeast lymg south of Southeast I 32nd Street and north of Southeast I 36th Street 2 The pennon was SIgned by all property owners abuttmg 140th Avenue Southeast lymg south of Southeast 132nd Street and north of Southeast 136th Street 3. 1be department oftnmsportanon bas receJVed comments and recommendatlons regardmg the proposed road vacation from the vanous agenCIes The utlhty comparues servmg the area have been nobfied, and road SerY1ces dtVlsion was adVIsed that easements are not requIred over the reVIsed portton of the proposed vacatlon area. -1 - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ~ 16 ..... c;::;J 17 C"-I 18 0 ~ 19 C/O 20 c::J 21 C"-I C) 22 ~ 23 C) 24 Q ~ , I 4 The department of transport anon found no eVIdence that the area has ever been open as a road A reVIew of the recordS mdlcates that no pubhc funds have been expended for Its acquIsltlon. Improvement, or mamtenance The department of transportatton consIders the subject nght·of-way mmecessary as part of the county road system and beheves that the pubhc would benefit by the return of thIs unused area to the publIc tax rolls 5 The nght-of-way IS classdied "C·Class" and m accordance WIth KCC 14.40.020. the compensatlon due KIDg County IS based on fifty percent of the appraIsed value of the adjommg lands winch may be detenmned from records of the department of assessments Kmg County IS m receipt of SI 0,307 31 from thepebboners. James Belmondo (tax lot 1523059079), RIchard E Stuth and Janrs Vander Hoek (tax lot 1523059016). and Roy F and Sharon Lee Vavak (tax Jot 1523059017) 6 The legal descnptlon of the ongmal vacatlon area has been reVIsed to vacate that portIon of 140th Avenue Southeast for winch compensabon has been paJd heremafter descnbed. Due notIce was glven m the manner proVIded by law and a beanng was held by the office of the heanng exammer on the 21st day of May. 1998 In cODSlderabon of the benefits to be denved from the subject vacabon. the councIl bas determmed that It IS m the best mterest of the CItIzenS of KIng CO\Dlty to grant saId petlbon - 2 - U" t- Q N 0 c:::t c;g C) t:'oI ~ c-... • c;:) .c N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 BE IT ORDAINED BY TIlE COUNCIL OF KING COUNTY SECTION 1 The councd, on the cfl dl nL day of Q:w<-i-. 19-.!l.E hereby vacates and abandons that portIon of 140th Avenue Southeast descnbed as follows That porbon of 140thAvenue Southeast as conveyed to Kmg County by the Deed rec9rded m Volume 4874 of Deeds, page 639, records ofKmg County, Washmgton, lYIng Northerly of the Easterly extenslon of the North hne of KImber Lane, recorded m Volume 91 of Plats, page 13, records ofKmg County, Washmgton, and lymg Southerly of the Easterly extensIon of the North lme of the North half of the South half of the Northeast quarter of the Southeast quarter of the Northwest quarter of SectIon 15, Townshtp 23 North, Range 5 East, W M , Kmg . County, Washmgton, Contammg an area of 13,153 square feet more or less INTRODUCED AND READ for the first orne tbts .:so 77ay of ~ ,199F ------------~~~~~ PASSED by a vote of ~ to ~ thIs 0111 n{ay Of.,.--~~.=.....;~:o...-----', 19 9lT ATTEST ~~/ r OePllfl Clerk of the ouncll KING COUNTY COUNCIL KING COUNTY, WASHINGTON ~/~ ChaIr APPROVED thIS <~) day Of_~44~= __ ---' 19 C?/ - 3 - ,-to, tV <.' : ,,', ~".:.'. .. .. -~. -'Aj-fi'7~ij.' 'll~fir'--...... ,'. .. ~J::fHI~tt· ~ov '~i'.· " '.' I ./' j~fj~ft •• ''llP901t·1''i'tIll11~a1 iJi.H~.f,&:;a1'. ~ ~n$:ct.iul.e~r~·· 'a: '~"l.,& .llt>tll $. M ~Stl"!!s~II-~otH.!ii. ]nl.C t J'J9l'4 ~LJ k (lW . J!;u.*dSa:it. t: 1 4.~i!dt4 1~ :'!..,If.\tCh ~H qtQ Ithf},.~$e .(Jelrain aAo .'.8.;Uart~ti, with 0 '$'b(S!" 1 de, tin. t'-ll.:a~, tt ,",;f l~jI P1}.k iJlH'~ r:'9J') ~ aran:a ~~n.tua:nt O~ll~i; j ~:i.ii ~it~;. . ...• ~ . l.&.,' \ J5141S0 1 ) ., -:;.--..... «~.:~..:-, .,,-I .;:;;> 7~: ~ .. - ._._.~ __ r ti's- 1 ~ "-I;}- ~ WHEtI RECORDED RETURN TO: Transa~rica Title Insurance Company Attn: Dorrie Jo~on 1200 Sixth Avenue Park Place B~ildinq Seattle. WA 98101 Document No. 35968 KtNGCOUNTY NO EXCISE TAX JUN281988 1:1007880 Statutorv ouit Claim Deed [WASHINGTON} "';, I ~ : .... , .-... \ ~. I.. Grantor:. BURLINGTON NORTtlEF.N RAILROAD CO~IPAN'{. a Delawar: ~ corporation. (formerly named Burlington Northp.rn Inc.). ,.,hose address is 38(10 Contil,ental Plaza. 777 ~lain Street. Fort Worth. Te:<as 76102. for and in consideration of One Dollar and other good and valuable consideration. conveys and quit claims to Grantee. MERIDIAN ~HNERA!.S COl'IPAZ-r[. a ~Iontana corporation. whose addrees is 5613 DTC Parkwal-·. Enqle,.,ocd. Colorado 80 III • all of Grantor' s right. tit Ie and inte::est in and to that certain real estate described in E:<hibit A attached hereto and by this reference incor.porated herein. which real estate is situated in the County of I<ing. State of Washington. together with all after acquired title oC the Grantor therein. Dated: May ~. 1988. BURLISGTON NORTHERN RAILROAD ., COMPANY~ De',w". ,o,po"'ion By _ I VJl.~c .. 7C- D. W. S ot t. Vi ee "'po-r-e-s-'i'-d~e-n""'t--- ~ ( '" \k> . .....' ..• (;-. -'I ; f' By. __ ::....!.~_':.~~~/ ___ '"':_._~ __ ~.~'-::..::.:-::::.·_ ~L J.·'v''\.·· ~ ----.,;.. _ ..... '; -.~...... f '-.... -1 STATE OF TEXAS COUNTY OF TARRANT Attes~ ss. Shirley B.VO·Conr.or. ,l.ss i stant SecrE!.~';:I~<::>!: ~Ecr· :: 1-;'.O(i .. ····'19.00 11 Before me. the undersigned. a Notary Publie in and for the State of Texas. duly commissioned and sworn. this day personally appeared D. W. Scott and Shirley B. O·Conn:;)r. known to me to be the persons whose names are subser ibed on the- foregoing inst.::ument. and known to me to be the Vice President iind Assistant Secretary. respectively. of BURLINGTON NORTHERN RAILROAD COMPANY. a Delaware corporation. and acknowledged to me that they executed said instrument for the purposes and consideration therein expressed and as the free and voluntary act of said corporation. and that the seal af fixed. if any. is the corporate seal of said corporation. , .... GIVEN under my hand and seal of office this ~ day of ~lay. 1988. F..D. (SEAL) '7n~'7I. ~ NOTARY PUBLIC in and for the State of Texas Name m;4~V I.~. Htlrell".vs My appointment expires: .L7.-'I-'ll 051588/0919N/30 j .• co ;: •• ~..,.:_~." ._ L_ ... _____ . -.- I Document Number 35" 9fD '6 EXHIBIT A To Qui t Claim Deed from Burlington Northern Railroad Company to Meridian Minerals Company PREAMBLE .. ., ., .~. . .... , .. By way of example only, and not by way of limitation, the interest in real estate conveyed by said Quit Claim Deed is inclusive of the following: All ores and minerals of any nature whatsoever, including, b'Jt not limited to, coal, iron, gas occurring In coal formations to the extent !he same i!i vented as a non-commercial substance in conjunction with coal development and extraction operations, indust!"ial minerals, precious metals, metallic minerals, aggregates, sand and gravel, clay, uranium, rock including but not 1fmited to rock of a unique character, and geothermal heat and waters, and all of the constituent products of all or any of the foregoing and all other subst3nces associated or commlnglea therewith (excepting Oil, gas and other hydrocarbons which were conveyed by ~rantor to Milestone Petroleum, Inc. by Confirmation Special Warranty Deed or to Meridian Oil, Inc. by Quit Claim Deed of even date herewith), (collectively "mlneralstl ), whether surface cf subsurface in, upon, under or which may be produced from the real property described in thi~ Exhibit ~A" (collectively called "premises"), together with the right to enter upell the premises for the purposes of prospecting and exploring for said minerals by geophysical, geochemical or other means, and for the purpose of drflling, extracting, opening, mining, developing and processing said minerals by any and all methods nOI~ known or hereafter discovered (expressly including mining by strip, open pit and underground methods), the right to erect, operate and work any mining, extraction and processing facil ities by any procedu,·es whatsoever, whether the same be now known or hereafter discovered, and the right to take out, store, remove, carry away, transport and market all such minerals, and to enter upon, occupy, make use of and consume and the right to control the entry upon, occupation, use and consumpt i on of, so much of the surface of sai d premi ses as may be necessary or useful for a 11 such purposes, together with the ri ght to comningle minerals or allY other material produced from the premises with minerals or any other material produced from any other property, and the right to use all or any part of the premises to explo>re, develop, proouce, remove, extract, mi ne, stockpil e, store, market and transport minera I s and any other material from the premises or frol1l any other properties, whether contiguous or not, now or hereafter owned or controlled by Grantee ar.d for all other purposes, and together w"ith any and all other ri ght and i nteres t of Grantor, toget~er with the tenements, hereditaments and appurtenances thereto. ~---------------.... _ .. __ ..... __ ._ .... _-----_.----_._--- CD gj 0 ~ CD 0 CO CO dOCUIIDlJ 1flJ. 35~61l nIRIDIAN ftIHIIl8LS CllftPftl!Y mlBlr ~ KII!C COIN/TV UA SlCTION rup iI,r O[!:CP.lPllOJl ......................................... _ ....................... _ .............. _ ........................................................ -•• :0"' ......................... AlL nIH lISS OIL. GAS, "YO, Pt'~l~£' 5AHD.:..I.LP'L. 07 2'" 10 [ ALL fRl ~74 .• 0 09 24 H 10 [ fin. HUI/4 4~0 O~ 11 24 H 10 [ ALL 6qOO~ " 24 H 10 [ ALL IRl 61 ~ 2~ IS 2~ H III SII~HfIl4 sourH 01 SIAl! HJ&H~~'. Sll~ I i~' n n ftC HILHUA~ R:U 1~~.~1 23 26 " III nLI LESS 25.00 at Il/t iIlU 61500 21 26 H 13[ ALL L[SS 1~.76 ~c R/V$ 6~4.:4 ALL nIH[~AlS USS 011.. ~r.s, MHO QTHER IIYm:ocn~c~~~ 31 21 K q [ HrIl4H!1I4. LUTS 1.2 JfJ'j, ~I;' 13 Zl H 4 [ HIIlKU1I4 30.00 01 20 " H lOIS 6,20 ~3. " 29 21 H :; [ "qll~SU"4 10.00 01 23 " 5 I SUII4SU I4SU1I4SUII4 = ~,/) 03 2l" 5 r rRl wmn. TRl HUII4"q1/~, UI'lSU1H m.69 07 23 " 5 [ rrl 511/4511114 12.6~ 09 23 " S [ H[1I4, "'125£114 240.00 11 13K 5 [ All MO.OO 21 Zl " Sf LOrS 4.6. SU1!4Ht1I4. HII1/4HU1I4. S1I2HU1I4. ~qIl4. Q1l1S£l(4. 44? .11 lESS 10.S~ ftC SOLD. L1SS 6.09 r,c COHDEnH£D BY em or millE 2S 23 " S[ SII2S£I(4. PftRI or SY1f4HEII4. 51 f2H111 (4. "IfZ~'11111. l1li1145[114 133.46 ZS 23 H 5 r Pftl:1 or SU1I4H~l/q .96 27 ~l " 5 [ TRACt I" H~II~II[1I4 1. 00 dOCUII[lIr 110. 3596\' Pllet HO. nmIDI'H nIHIRftlS COlPftHV [~"!DrJ A KI", COl'HlV ~, ... SImON UP ~( O£SCHIPiICH AI:C(S ...... -._ ......................... __ ............. -.. --.. -.. ---......... _-..... -.... -.. -... ---................... ___ ................... -O' ..... ,,_ .... _ .. __ .... __ ... 27 23 II 5E All l£S'i 34.45 AC SO'.D , 5H4 ftr. r.l)t(mHrD BY my or ~(&mr 5.Ul CD 29 lJH 5[ SE1I4SU1,4. Pftl11 or m/4HY1I4 40.~0 N ~ )) 23 I! H S(1I4HI1" ~o.oo III l~ 2311 5[ 111I2HW4. PftRrs or $»11<11£114. "Wlt4 m~l N CD 0 0] 24 II S( S(1/4~1I4 40.0~ III III 11 24 II 5E 1I[1I4W/4 llSS 1 43 ftC SOlD l3 ~7 21 24 II 5l S1I1IIV1I45WI/4 ?O 00 2l 14 H 51 [1I2tf(1I4. H£II4S£1H l~O.OO 01 ,q H 6 [ LUIS I.~. P!RI or lOI 4. 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JS968 fotl l!I'o nIRIlIIA" BOORfti.S COnPftHY £XKlDII A ~IIIG COlJHlf !Ift SICllON IIIP r;ct DIStt:IPrr(lH ft(r.I~ .. _. _____ ._._ .. ____ ... __ ..... _e .... ___ .. ___ ............. _ ......... _ .. _. ___ .. _ ... __ .. ___ ... _ ............ __ ... __ ..... __ ...................... _ ..... _. CD Z! 21 " 6 I HllII~UI/4. SI12SUII4 ~l~.OO ~ 23 21 " (, £ Mll1I4H[1I4H1114, /11 IIH"1I4H[1I4 , 1!111I4HUI/4H11114. $UI/~~11I4. 9;.P.7 gJ SIRIP or LRIIO flC~OSS [1I2H[I/·~, Hf114.£114 CD lS 21 N (, I PARr or LOI ~ (LY or 'R£IH RIU£I:. H s~o ncr nr "1110$[114, PAIlI 4~.O' 0 or SW4H[1/4 IASl 01 'RtEM r.rU£R, SIR!P ijr LAHD ~(~OS~ LOI ~, (l) S""4SU1N (l) 21 11 H (, I Lon 1,4-9.12,14, Ulli or LOI la, HIII/4HI1I4, UI/ZSlIII.H£1/t, m.70 S£lt4~[1/4 29 II H b r lOIS 1-~.~-11 1~~.t5 33 11 h 1>.[ 1112H£1/4. 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IQ.40 II 22 " 7 [ nu fRl LESS 1.75 BH r./U 637.25 2J 22H 7 [ HIIZH[lI~, HNII~, rnRI or SVI/4HW~ HUlY or R/U, 240.4l 27 Zl H 7 £ S1IZHN1I4, S1/Z ~OO.OO I ----------,.;:----_. -- BOCIJII[HI HO. 3"68 n[RIDlI" nlH[RAts conpftKY [XHIBll ~ ~IHI; COUNTV UA S[ClIOH IVP ~[ O£SCRlmOH 23 " ! (--_._. '.' .... ---.------- I'A~[ MO AtRTS ... _---------------------_1.._---- ! I j 1 j I I I l j l ! i ~ 1 1 J f , . . ~ t -" i- c; ,. , ... -" lu ,~.; lu c.:: 1.1"1 r-f ~ -----;-c ~ . . .. :,;~ .-. ~- CERTlFICATE r. the c:;::;:;rsigned. ~ Clerk of the City of R~ilton, Wa~lngton, certify that thls Is a true and correct copy of. !. Subscribed and Seal ~ CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 All ORDIDJICE OF TIlE CITY or RBHTOR, WASBDlG'tOBI RSTABLISBDIG All ASSBSSJIBR'l' DISTRICT poa SAIII"l'ARY SBIID SERVICE nc A POllTIOlil or THE SOtJ'l'll HImu..HDS, BBA'tBIm DOtIIIS, A1ID IGPLBWOOD SUB-BAS:IHS ARC BSTABLXSBDIG '1'IIB AIIOUln' 01' TIlE CBAJl.GB UPON COlUEC'l'ION TO TJ!B J'ACILI'tmS. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS POLLOWS: SICTION I. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by the East Renton Sanitary Sewer Intercepto~ in the northeast quadrant of the City of Renton and a portion of its urban .growth area within unincorporated King . county, which area is more particula~ly described in Exhibit YoAN attached hereto_ A map of the service area is attached as Exhibit "B." The recording of this document is to provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the , City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district. SBCTION II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties rs 1C .... ~ .... .... i S ~ :"I: ..... "" ..., § :!j -= i:l1: i "" 8 ..., .... ~ t: 8 ._:t.~ __________________________________ _ ~ ~ I 1 I I ~ , f ; ~ f; ORDINANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a unit charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "An and which boundary is shown on the 'mc.p attached as Exhibit "B." SECTIOR III. In addition to· the aforestated charges, there shall be a charge of 4.11% per annum added to the Per Uni~ Charge. The. interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED B¥ THE CITY COUNCIL this!Qth day of __ ~J~u~n~e~~ __ ~ 1996. 2 ORDINANCE 4612 APPROVED BY THE MAYOR this 10th day of __ J_ll_n_e ___________ , 1996. Jes~anner, Mayor APpro~as to fonn: .. ~~~~.- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. ] ... :; ,j iI t J .: t .t 3 1 :, ~ 1 f J F , j i I j 1 f J J • ) i f J i ... t!. .. _".=V.' t •. ·.f·· ... ·.-. .= Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISmiCT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8, 9. 10, 11, 14. 15, 16. 17,21 and 22 all in Township 23N, Range 5E W.M. in King County, Washington SectIon 8, Township 23N, Range 5E W.M. All of that portion of Section 8, Township 23N. Range 5E W.M. lying East of the East right-or-way line of SR-405 and South of the following descrloe(fline: ~ at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast 1A of said Section 8; thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line . . SectIon 9, Township 23N, Range 5E W.M. All of that portion of Section 9, Township 23N. Range 5E W.M.ly1ng South and East of the following described line: Beglnn1ng on the centerline orNE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North alongsatd centerline to the South line of the Northeast l.4 of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street: thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range SE· W.M. All of that portion of Section 10. Township 23N. Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South ~ of the North lh of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line ,of the Southeast l.4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tenn1nus of said line . '" :1 1 Legal Description of the Special Assessment District izr the City of Renton -East Renton Interceptor Section 11, Townshtp23N, RangeSE W.M. All of the Southwest ~ of Section 11. Township 23N. Range 5E W.M .. Section 14, Township 23N, Range 6E W.M. Page 2 0[3 All of that portion of Section 14. Township 23N, Range 5E. W.M. described as follows: All of the Northwest ~ of said section, together with the Southwest ~ of said section. except the South Ih of the Southeast v.. of said Southwest 1M and except the plat of McIntire Homesltes and Ih of streets adjacent as recomed In the Book of Plats. Volume 58, Page 82. Records of King County. Washington. and except the South 151.55 feet o(tbe East 239.435 feet of Tract 6. Block 1 of Cedar River FiveAr.re Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of King County, Washington, less ~ of the street abutting said portion of Tract 6, Block 1. and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less lh of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less Ih the street adjacent to said portion of Tract 5, Block 2. Section 15, Townshlp23N, Range5E W.M. All of that portion of Section 15, Township 23N, Range fiE. W.M .• except the Southwest 1,4 of the Southwest Ul of the Southwest ~ of said section. Section 16, Township 23NJ Range 5E W.M. All of that portion of Section 16, Township 23N. Range 5E W.M., except that portion of the Southeast lA of the Southeast 114 of the said Section 161ying East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39. page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast 1A of the Southeast lA of the said Section 16 and except that portion of said section lying Southerly o,f the Northerly right-of-way line ofSR-169 (Maple Valley Highway), . Section 17, Township 23N, Range 5E W.M. All of that portion of Section 17, Township 23N. Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying I. ___________________________________ ~ Legal Description of the SpeciIll Assessment District for lhe City o[ Renton -FAst Renton Interceptor Page 3 0(3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21, Township 23N. R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood DMsion No. 2 as recorded in the Book of Plats. volume 39, page 39. Records of King County. Washington. Section 22, Township 23M, Range SE W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as follows: .All of the NortlIwest lA of the Northeast ~ of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats. volume 78, pages 1 through 4. Records of King County. Washington. . Together with the North 227.11 feet of the West 97.02 of the Northeast ~ of the Northeast ~ of said Section 22. I I I i I i . '. , i I 7i ii i Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary ·1 :24,000 e SANITARY SEWERS + + PiauVng/BuiIcIing/MIlc Worh ~ CI..t._Ma<Onl •• V" ..... ~ if 20 May 1996 -------City Limit. [ZTJ..2J Special Assessment District WHEN RECORDED RETURN TO CONNERHOMllS COMPANY 846 108TH i\ VENUE NE, SUITE 202 BELLEVUE, WASHlNGTON98004 )40220001247.001 PAGU'! OF 181 "-IQ _C_H_IC_A_G_O_T_ITL_E_I_N_S_U_RAN __ C_E_CO_M_P_AN_Y _____ _ '!!!I 1121137 STATUTORY WARRANTY DEED Dated FEBRUARY 18, 2004 THE GRANTOR RICHARD E S1VfH, AN UNMARRIED MAN for and m coDSIdecaboD of TEN DOLLARS AND O'IHERGOODAND VALUABLECONSlDERAll0N m hand paul, conveys and warrants to CONNBRHOMESCOMPANY,AWASHINGTONCORPORA1l0N the foJlowmg described real estate Situated m the County of Tax Account Number(s) 152305-9016-04 State ofWashmgton THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF-SECTION 15, TOWNSHIP'23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 140TH AVENUE SOUTHEAST, ALSO EXCEPT THE WEST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 138TH AVENUE SOUTHEAST SUBJECT TO EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN CHICAGO TITLE INS. oo:::i) REF# //.,2//12 -/0 SWD/RDA/_ STATE OF WASHINGTON COUNTY OF KING SS l vr-#=-ON THIS Q DAY OF FEBRUARY, 2004, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED RICHARD E STUTH KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED AND SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED NOTARY SIGNATURE PRINTED NAME PAULA K ADAMS NOTARY PUBLIC IN AND FOR THE STATE OF RESIDING AT KIRKLAND MY COMMISSION EXPIRES ON 12-29-04 NOTARYLRDAL09'lIOO )40220001247.002 CHICAGO TITLE INSURANCE COMPANY EXHIBIT A Escrow No 1121137 RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY .040220001247.003 RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THERBOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THB USB AND THE RIGHT AND TITLE TO THB USE OF SUCH SURFACB GROUND AS MAY BB NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME RECORDING NUMBER: 192430 TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966 . BXII1SIT/RDA/0999 WHEN RECORDED RETURN TO: Richard E. Stuth 13232 1381h Ave SE Renton, W A 98059 II ellr",,11I ~T!;L DT 2411 I( 4 iT'48 • lolA Document Title: DEED OF TRUST Grantor: Conner Homes Company, a Washmgton corporation Beneficiary: RIchard E Stuth Legal Description: Abbreviated Legal Description: prN .f L IV W" /.!' -.2J '.s'. Full Legal Description: See Exhibit A attached Assessor's Tax Parcel No.: 1523059016 Reference Nos. of Documents Released or Assigned: N/A 20040220001248.001 DEED OF TRUST CHIOAGO TITLE INS. co@ REF# ~..}/LJ7-/D THIS DEED OF TRUST, made this I D day of ~.br1A ~ 2004, between Conner Homes Company, a Washmgton corporation ("Grantor"), wh se address IS 84610Sth NE, Bellevue, WA 98004, Chicago TItle Insurance Company, ("Trustee"), whose address IS 10500 NE 8th, SUIte 1760, Bellevue, W A 98004, and Richard E Stuth, ("Beneficiary"), whose address IS 13232 138th Ave SE Renton, WA 98059 ... WITNESSETH Grantor hereby barga1Os, sells, and conveys to Trustee 10 trust, with power of sale, the property located 10 King County, Wash1Ogton, and legally descnbed on attached ExhibIt A, whIch real property IS not used pnncIpally for agricultural or fannmg purposes, together With all the tenements, heredItaments, and appurtenances now or hereafter thereunto belongmg or m any wise appertammg, and the rents, Issues, and profits thereof ThIS deed is for the purpose of securmg performance of each agreement of Grantor herein conta1Oed, and payment of the sum of $620,000 subject to the pOSSIbIlIty of pre- payment m accordance with the terms of a promISSOry note of even date herewith, payable to BenefiCiary or order, and made by Grantor, and all renewals, modifications, and extensIOns thereof, and also such further sums as may be advanced or loaned by Beneficiary DEED OF TRUST . I . 20040220001248.002 to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon To protect the security of this Deed of Trust, Grantor covenants and agrees. 1 To keep the property m good condition and reprur, to penmt no waste thereof, to complete any buIlding, structure, or improvement being bwIt or about to be bullt thereon, to restore promptly any bwlding, structure, or nnprovement thereon which may be damaged or destroyed, and to comply WIth all laws, ordInances, regulatiOns, covenants, conditions, and restnctIons affectmg the property The home will not to be removed from property and the home wIll be kept In good reprurs with no structural changes untIl BenefiCiary IS paid In full or Grantor obtains clearmg and gradmg approval from the City of Renton 2 To pay before delinquent all lawful taxes and assessments upon the property, and to keep the property free and clear of all other charges, hens, or encumbrances impairing the secunty of this Deed of Trust 3 To defend any action or proceedmg purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, includmg cost of at Ie search and attorney's fees in a reasonable amount, In any such action or proceedIng, and In any smt brought by BenefiCiary to foreclose this Deed of Trust 4 To pay all costs, fees, and expenses in connecaon WIth thiS Deed of Trust, Including the expenses of the Trustee Incurred In enforcIng the obhgation secured hereby and Trustee's and attorney's fees actually Incurred, as provided by statute 5 Should Grantor fad to pay when due any taxes, assessments, insurance premIUms, hens, encumbrances, or other charges against the property hereinabove described, BenefiCiary may pay the same, and the amount so paid, With Interest at the rate set forth In the note secured hereby, shall be added to and become a part of the debt secured m thiS Deed of Trust . IT IS MUTUALLY AGREED THAT 1 In the event any portIOn of the property is taken or damaged in an emInent domaIn proceedmg, the entire amount of the award or such portion as may be necessary to fully satISfy the obhgatlOn secured hereby, shall be paId to Beneficiary to be applIed to SaId obhgatlOn 2 By acceptIng payment of any sum secured hereby after Its due date, BenefiCIary does not waive Its right to reqmre prompt payment when due of all other sums so secured or to declare default for failure to pay DEED OF TRUST - 2 · 20040220001248.003 3. The Trustee shall reconvey all or any part of the property covered by thIs Deed of Trust to the person entItled thereto, on wntten request of the Grantor and the Beneficiary, or upon satlsfactton of the obhgatlon secured and wntten request for reconveyance made by the Beneficiary or the person entitled thereto 4 Upon default by Grantor in the payment of any indebtedness secured hereby or m the perfonnance of any agreement contained herem, all sums secured hereby shall 10unedlately become due and payable at the optlon of the BeneficIary In such event and upon wntten request of BeneficIary, Trustee shall sell the trust property, in accordance WIth the Deed of Trust Act of the State of Wash mgt on, at public auction to the highest bIdder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the sale as follows (a) to the expense of the sale, mcluding a reasonable trustee's fee and attorney's fee; (b) to the obhgatlon secured by thIs Deed of Trust; and (c) the surplus, ifany, shall be distnbuted to the persons entttled thereto 5 Trustee shall deliver to the purchaser at the sale Its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor had or had the power to convey at the tlrne of his executton of this Deed of Trust, and such as he may have acquired thereafter Trustee's deed shall recite the facts showmg that the sale was conducted in compliance With all the requirements oflaw and of thiS Deed of Trust, whIch recital shall be pnma faCIe evidence of such comphance and conclusive eVIdence thereof 10 favor of bona fide purchaser and encumbrancers for value 6 The power of sale conferred by thIS Deed of Trust and by the Deed of Trust act of the State of Wash mgt on IS not an exclusive remedy, BenefiCIary may cause thIS Deed of Trust to be foreclosed as a mortgage 7. In the event of death, incapacity, disablhty, or reSIgnation of Trustee, BenefiCiary may appomt m writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the ongmal trustee The trustee IS not obligated to notlfy any party hereto of pendmg sale under any other Deed of Trust or of an action or proceedmg m which Grantor, Trustee, or BenefiCIary shall be a party unless such actIon or proceedmg IS brought by the Trustee DEED OF TRUST - 3 ,; 20040220001248.004 8 Thts Deed of Trust appbes to, inures to the benefit of, and is bemg in not only on the partIes hereto, but on theIr heIrS, devisees, legatees, administrators, executors, and assIgns The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herem GRANTOR: CO~~ESCOMPANY By' ~Zfe~~ Its 0 ert P Beeson CI ,,:?I PI "'""'lIt i jmilS, STATE OF WASHINGTON ) J/' ) ss COUNTY OF tV 05 ) On this I! -(/, day of rIA. a (', ,2004, before me, the underSigned, a Notary PubJic in and for the Sta~ of Washington, dul mnussioned and sW0n:PersonalIyappeared lS..obe.ct fJ. l5eerOn ,known to me to be the --,Q~F_o=-___ _ of Conner Homes Company, the corporation that executed the foregoing Instrument, and acknowledged the SaId Instrument to be the free and voluntary act and deed of saId corporation, for the purposes therein mentioned, and on oath stated that he was authonzed to execute said mstrument I certify that I know or have satisfactory eVIdence that the person appearing before me and maktng this acknowledgment IS the person whose true SIgnature appears on this document. WITNESS my hand and official seal hereto affixed the day and year m the certificate above wntten DEED OF TRUST· 4 d.1J:4. LkaM SIgnature !!Ai/,#--derwier PrmtName NOTARY PUBLIC In arujf:>r the State of Washmgton, reSIding a~NIk/.r/1., My commISSIOn expIres /1·9-0 S .' CHICAGO TITLE INSURANCE COMPANY EXIDBIT A LEGAL DESCRIPTION The land referred to IS situated 10 the State of Washmgton, County of asfoltows 20040220001248.005 Escrow No 1121137 , and IS described THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 140TH AVENUE SOUTHEAST i ALSO EXCEPT THE WEST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 138TH AVENUE SOUTHEAST. r ," "1" , '. ," .... I· .... " ',t' . " . ' " , . " 1."- '1 " :,., /. :.' .. ;-- .. ~. " . ,.Ie I: '\; I',' " " , • I .,' •. ~. I' ,I . '. ._ d' """', .... . .. 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" , " , , ',' , , .. ' ,,' ",'? "'\' ,~ I 'I,. " " ' 'it , of,; '" .. , 'I "I I " :1' I 'I '",I '. \, ') , ,,'I ','I. ',' I 'I , ' !, , ' I', " I' .. , .... " ' I ,I :1 I .(" . ,\ I I " "/.,' 1'1 ," ~ I I I I I I I I I I I I I I I I I I I I LAURELHURST PLAT TRAFFIC IMPACT ANALYSIS CITY OF RENTON Prepared for Mr. John Skochdopole, P.E. CONNER HOMES COMPANY 846 1 08th Ave. N.E. Bellevue, WA 98004 Prepared by TRANSPORTATION· PLANNING & ENGINEERING, INC. 2223 -112th Ave. N.E., Suite 101 Bellevue, Washington 98004 Telephone -(425) 455-5320 FAX -(425) 453-5759 February 9, 2004 I I TRANSPORTATION PLANNING & ENGINEERING, INC. VICTOR H. BISHOP. P.E. Presldenl I DAVID H. ENGER. P.E. Vice Presldonl 2223 -112"' AVENUE N.E., SUITE 101 -BELLEVUE, WASHINGTON 98004-2952 TELEPHONE (425) 455-5320 February 9,2004 FACSIMILE (425) 453-5759 I I I I I I I I I I I I I I I I Mr. John Skochdopole, P.E. CONNER HOMES COMPANY 846 108th Ave. N.E. Be"evue, WA 98004 Re: Laurelhurst Property Plat -Renton Traffic Impact Analysis Dear Mr. Skochdopole: We are pleased to present this traffic impact analysis for the proposed 139 lot Laurelhurst Property Plat located on both sides Duva" Ave. N.E. between 134th Ave. S.E. and 140th Ave. S.E. in the City of Renton. Access wi" be to Duva" Ave. Northeast. The scope of this analysis is based on the preliminary site plan, the City of Renton Policy Guidelines for Traffic Impact Analysis for New Development and the minutes of the pre- application meeting at the City of Renton. Based on information from these sources, the N.E. 4th St.lUnion Ave. N.E., N.E. 4th St.lBremerton Ave. N.E., N.E. 4th St.lDuva" Ave. N.E., N.E. 4th St.lJericho Ave. N.E. and site access intersections along Duva" Ave. N.E. are analyzed in this report. The summary, conclusions and recommendations begin on page four of this report. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and the surrounding street network. Figure 2 shows a preliminary site plan. The site is in unincorporated King County in an area to be annexed by the City of Renton. The site straddles Duvall Av. N.E. with 70 lots located on the west side and 69 on the east side. Internal access streets would connect to Duvall Ave. N.E. at four locations. Stubs are included for future street connections to the east and west sides of the site but the connections wi" not be made with this plat. Fu" development of the proposal is expected to occur by the year 2006. Therefore, 2006 is used as the horizon year for purposes of this study. EXISTING PHYSICAL CONDITIONS There are twelve existing single-family homes and related structures within the boundaries of the project site. Eleven of the existing homes will be removed from the site to make way for the proposed development and one home will remain. C:lProjectsIR06114CarlolR06114Carlo TlA.doc I I I I I I I I I I I I I I I I I I I Mr. John Skochdopole, P.E. CONNER HOMES COMPANY February 9, 2004 Page 2 Street Facilities Figure 3 shows existing traffic control, number of street lanes and other pertinent information. The primary roads in the study area are classified per the City of Renton Comprehensive Plan as follows: . N.E. 4th St. Union Ave. N.E. Duvall Ave. N.E. (north of N.E. 4th) Jericho Ave. N.E. Duvall Ave. N.E. (south of N.E. 4th) Bremerton Ave. N.E. principal arterial minor arterial minor arterial collector arterial unclassified local access unclassified local access Duvall Ave. N.E., south of N.E. 4th St. in the vicinity of the project, was originally constructed as a two-lane rural type road and as such does not have sidewalks. EXISTING TRAFFIC CONDITIONS Traffic Volumes Figure 4 shows existing 2003 PM peak hour traffic volumes at the pertinent intersections affected by site-generated traffic. The traffic counts are included in the Technical Appencjix. Level of Service Analysis Level of Service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate and LOS E and F are low. Table 1 shows calculated levels of service (LOS) for existing conditions at the pertinent street intersections. The LOS's were calculated using the procedures in the Transportation Research Board Highway Capacity Manual -Special Report 209 3rd Edition updated December, 1997. The LOS shown indicates overall intersection operation. At intersections, LOS is determined by the calculated average control delay per vehicle. The LOS and corresponding average control delay in seconds are as follows: C:lProjectsIR06114CarloIR06114CarloTlA.doc I I I I I I I I I I I I I I I I I I I Mr. John Skochdopole, P.E. CONNER HOMES COMPANY February 9, 2004 Page 3 TYPE OF A INTERSECTION B Signalized ~ 10.0 >10.0 and ~20.0 Stop Sign Control ~10.0 >10and~15 Accident History C 0 E >20.0 and ~35.0 >35.0 and ~55.0 >55.0 and ~80.0 >15 and ~25 >25 and ~35 >35 and ~50 We have field reviewed the site and nearby street system. Based on the field review and discussion with City of Renton staff, there are no readily apparent safety issues that will be left unresolved with the required project street frontage improvements to City of Renton standards. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figure 5 shows projected 2003 PM peak hour traffic volumes without the project. These volumes include the existing traffic volume counts plus background growth. The background growth accounts for traffic volumes generated from approved but unbuilt plats and general growth in traffic traveling through the area. A 2% per year annual background growth rate is used in this report and is compounded over a three-year period to project the 2003 traffic volumes to the 2006 horizon year volumes. TRIP GENERA TION AND DISTRIBUTION The 139 single-family units in the proposed Laurelhurst Property Plat minus the eleven existing homes that will be razed results in a net increase of 128 single-family homes. The net 128 single-family homes are expected to generate the vehicular trips during an ayerage weekday and during the street traffic peak hours as shown below: Time Period Trip Rate Trips Entering Trips Exiting Total 612 613 Average Weekday 9.57 1225 50% 50% AM Peak Hour 0.75 24 72 96 25% 75% PM Peak Hour 1.01 83 46 129 64% 36% C:lProjectslR06114CarlolR06114Carlo TlA.doc F >80.0 >50 I I I I I I I I I I I I I I I I I I I Mr. John Skochdopole, P.E. CONNER HOMES COMPANY February 9, 2004 Page 4 A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Seventh Edition, for Single Family Detached Housing (ITE Land Use Code 210). These trip generation values account for all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. Figure 6 shows the estimated trip distribution and the calculated site-generated traffic volumes. The distribution is based on the characteristics of the road network, existing traffic volume patterns, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times, and previous traffic studies. FUTURE TRAFFIC CONDITIONS WITH PROJECT Figure 7 shows the projected 2006 PM peak hour traffic volumes with the proposed project. The site-generated PM peak hour traffic volumes shown on Figure 6 were added to the projected background traffic volumes shown on Figure 5 to obtain the Figure 7 volumes. Table 1 shows calculated LOS for future with and without-project conditions at the pertinent street intersections. The study intersections operate at an acceptable LOS for future 2006 conditions including project-generated traffic. TRAFFIC MITIGA TlON REQUIREMENTS The City of Renton requires a Transportation Mitigation Fee payment of $75 per new daily trip attributed to the development. The net new trips due to this development are the 1225 trips per day generated by the proposal. The estimated Transportation Mitigation Impact Fee is $91,875 (1225 daily trips X $75 per daily trip). Either full or half width street improvements to City of Renton Standards including curb, gutter and Sidewalk, are required on all internal plat streets and site frontage along Duvall Ave. N.E. depending whether site development is occurring on one or both sides of the street for any street segment. SUMMARY, CONCLUSIONS AND RECOMMENDATIONS We recommend that the Laurelhurst Property Plat be constructed as shown on the site plan with the following traffic impact mitigation measures: • • Construct the street frontage improvements including curb, gutter and sidewalk in accordance with applicable City of Renton standards. Contribute approximately $91,875 Transportation Mitigation fee to the City of Renton. C:lProjectsIR06114CarloIR06114CarloTlA.doc I I I I I I I I I I I I I I I I I I I Mr. John Skochdopole. P.E. CONNER HOMES COMPANY February 9, 2004 Page 5 No other traffic mitigation should be necessary. If you have any questions please call Vincent J. Geglia or me at (425) 455-5320. VJG: Very truly yours, TRANSPORTATION PLANNING & ENGINEERING, INC. Victor H. Bishop, P.E. President C:IProjectslR06114CarfolR06114Carlo TlA.doc I I I I I I I I I I I I I I I I I I I TABLE 1 PM PEAK HOUR LEVEL OF SERVICE SUMMARY LAURELHURST PROPERTY PLAT TRAFFIC IMPACT ANALYSIS . INTERSECTION EXISTING 2003 2006 WITHOUT 2006 WITH PROJECT PROJECT Duvall Ave. N.E.lRoad A N/A (S.E. 132nd St.) N/A EB (A 9.9) I Duvall Ave. N.E.lRoad B I N/A I N/A I EB (A 9.7) I Duvall Ave. N.E.lRoad C I N/A I N/A I WB (A 8.5) Duvall Ave. N.E.lRoad G N/A N/A EB (A 9.7) th . N.E. 4 St.lUnion Ave N.E. C 27.4 C 31.2 C 31.0 -th N.E. 4 St.lBremerton Ave. N.E. NB LEFT (D 29.0) NB LEFT (D 32.5) NB LEFT (D 34.0) I N.E. 4~ St.lDuvall Ave. N.E. I C 31.6 I C 35.2 I C 37.1 N.E. 4th St.lJericho Ave. N.E. A8.5 A9.8 B 10.1 • Number shown is the average stopped delay in seconds per vehicle for the intersection as a whole, which determines the LOS for intersections per the Transportation Research Board Highway Capacity Manual (HCM)-Special Report 209, 3rd Edition updated December 1997. (XX) LOS and delay for the worst approach or movement at an unsignalized intersection C:lProjectslR06114Car/olR06114Car/o TlA. doc I I I I I I I I I I I I I I I I I I I I I I ':"i .• ".> .' ~. . .;~ . 16-. RENTON "Reproduced with permission granted by THOMAS BROS. MAPS e. This map Is copyrighted by THOMAS BROS. MAPS e. It is unlawful to copy or reproduce all or any part thereof. whether for personal use or resale. without permission. All rights reserved." VICINITY MAP LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS FIGURE 1 I I I I I I I I I I I I I I I I I I I SITE PLAN LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS , N not to scale I I I I I I I I I I I I I I I I I I I u..i z ~ « a) ~ ~ a. c: a. > E 0 E « +oJ I.- 0 Q.l 0 c: E .2 t<") t<") Q.l c: .....J I.-.....J :::> ..q-CD N LEGEND o Traffic Control Signal ~ Stop Sign XX mph Posted Speed Limit -Approach Lane & Direction XL Number of Roadway Lanes EXISTING CONDITIONS u..i z a) ~ a. > E « 0 "0 t<") > :l .....J a ..q- ~ a. E L{) N .....J N LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS , N not to scale a) ~ > a. « E 0 L{) ~ u N ·c Q.l .....J J N N.E. 4th St. 5L 35 mph Q.l ~ > a. « E 0 0 '~ u t<") ·c .....J Q.l J N FIGURE 3 I I I I I I I I I I I I I I I I I I I c: .Q u.i z c: o +' ~ Q) E c: ::> Q) Wednesday ~ Tuesday. May 21. 2003 CD Dec. 16. 2003 5: 00 -6: 00 PM 4: 00 -5: 00 PM 215...Jf't l 1017--I I 161~ ~o;r;) .- LEGEND ~f"') ~3 I I --1035 1 " '-32 ~ :J Wednesday o May 21. 2003 4: 30-5: 30 PM Ol .-~~: ~210 III --662 1 t" '-19 N.E. 232...Jf 't I 1063--I I 39~ N~L(') f"').-f"') X --PM Peak Hour Traffic Volume & Direction * Estimated EXISTING 2003 PM PEAK HOUR TRAFFIC VOLUMES LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS 4th n> > « , N not to scale o ~ o ·c Q) Wednesday ...., May 21. 2003 5: 00 -6: 00 PM f'NN ~ 1 III --683 St. 1 t" '-36 FIGURE 4 I I I I I I I I I I I I I I I I I I I L.J z cD L.J > z <C cD cD c cD > > 0 > <C <C ....... <C '-0 c Q) £ .Q E 0 () Q) > ·c c '-::l Q) ::J CD 0 -, ~<D<D I"--co ,-80 0) ,-3 ,.....LO<D ,-223 vl"--~ NI"') I"') v v I"--NN )~~ --742 ) ~ --1098 )~~ --703 4th St. ) ~ ~ '-152 '-34 '-20 N.E. 228~ ~tr 58-.J ~r 246-.J, ~tr 4~ 1079--1189--1128--1180-- 171~ LOI"--O) 26~ v""" 41~ vLOI"--393~ ,..... ,.....0)1"') 1"'),.....1"') ,..... ,..... LEGEND X --PM Peak Hour Traffic Volume & Direction 2006 PM PEAK HOUR TRAFFIC VOLUMES WITHOUT PROJECT tn ~ LAURELHURST PLAT -CITY OF RENTON 'Ii ~ TRAFFIC IMPACT ANALYSIS , N not to scale ,-1 --725 '-38 ~tr 1"')01"--,..... ,..... N FIGURE 5 .1 I I I I I I I I I I I I I I I I I I LJ z Q) > <{ Q) c: > 0 <{ +-' ~ c: Q) .S! E Q) c: ~ ::J CD 10% 38% --18 31--' r LEGEND E2:J Project Site - - -Plat Streets :r: "'0 o o 0::: .- 39% xx% Site Trip Distribution Percentage LJ z CD N l ,-25 32~ ~ t r .-.-.- X --. PM Peak Hour Traffic Volume & Direction TRIP DISTRIBUTION AND ASSIGNMENT LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS ., N not to scale 30% Q) > <{ o .L: U ·c Q) ""? N.E. 4th St. --19 23% 11--. ~ 3~ CD PM ENTER 83 EXIT 46 TOTAL 129 FIGURE 6 I I I I I I I I I I I I I I I I I I I Q) > « c: .Q c: ::J ~ 0') 0<01'-~82 ~I'-..- )~~ --752 '-153 228..-" ~tr 1096~ 171~ Il)I'-N ..-O')~ ..-..- LEGEND t.J z a> > « c: 0 ..... L-Q) E Q) L- CD 0') NI'0 ) ~ 58..-" 1220~ 26~ I "0 o o 0::: t.J z a> > « 0 > ::l 0 I'-IX) ~3 ..-..-<0 ~223 1'01'-~ --1116 )~~ --703 '-34 '-45 N.E. ~ r 246..-" ~tr 1128~ ~N 73~ NO')"-..-Il)NIl) !Zl Project Site ::ri t - - -Plat Streets ~ ~ X ~ PM Peak Hour Traffic Volume & Direction 4th 2006 PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT LAURELHURST PLAT -CITY OF RENTON TRAFFIC IMPACT ANALYSIS ! N not to scale Q) > « 0 .r::. (,) ·c Q) J I'-NN ~1 St. ) ~ ~ --744 '-38 4..-" ~tr 1191~ 395~ 001'-N ..-N FIGURE 7 I I I I I I I I TECHNICAL APPENDIX I I I I I I I I I I I I I Carlo Property NE 4TH ST /DUVALL AVE NE FUTURE WITH PROJECT Oi/15/04 15:35:47 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary I I I I I I I I I I I I I I I I Intersection Averages: Degree of Saturation (v/c) 0.79 Vehicle Delay 37.1 Level of Service D+ Sq 16 **/** / \ North I Phase 1 + + * + + * <+ + *> v A <+ + +> + + + + + + G/C=0.454 G= 54.5" Y+R= 4.0" OFF= 0.0% C=120 sec Phase 2 A **** ++++ v G/C=0.064 G= 7.7" Y+R= 4.0" OFF=48.7% Phase 3 A **** ++++> ++++ v G/C=0.091 G= 10.9" Y+R= 4.0" OFF=58.5% Phase 4 ****> **** ·v A ++++ <++++ G/C=0.257 G= 30.9" Y+R= 4.0" OFF=70.9% G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I I HCM I L I Queue I vic Delay S Model 1 N Approach 36.0 D+ =============================================================================== RT 11/1 0.257 0.454 571 708 75 0.106 18.9 B 67 ft TH 11/1 0.254 0.454 683 833 75 0.090 18.7 B 66 ft LT 11/1 0.477 0.454 455 577 493 0.854 41.2 *D+ 682 ft S Approach 19.3 B =============================================================================== I RT+TH+LT I 12/1 10.267 10.454 I 569 I 706 I 108 10.153 I 19.3 I B I 98 ftl E Approach 38.8 D+ =============================================================================== RT 11/1 0.210 0.257 269 402 148 10.368 28.7 C 157 ft TH 22/2 0.273 0.257 657 880 740 1°·841 39.8 D+ 590 ft LT 12/1 0.184 0.064 1 90 47 0.405 53.7 *D 71 ft W Approach 37.7 D+ =============================================================================== I RT+TH LT I 22/2 10.383 10.382 I 1229 I 1300 I 1232 1°·948 I 12/1 0.236 0.189 71 329 259 0.760 35.5 I*D+ll081 ftl 48.5 *D 372 ft I I I I I I I I I I I I I I I I I I I Carlo Property HE 4TH ST/DUVALL AVE HE FUTURE WITH PROJECT 01/15/04 15:36:05 SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters 317 11.0 1 -------------/ =================== 246 12.0 1 1128 22.0 2 73 0.0 0 / \ 71 11.0 1 468 11.0 1 \ + \ 52 0.0 0 29 12.0 1 Key: VOLUMES --> I WIDTHS \ 223 11.0 1 / 703 22.0 2 45 12.0 1 =================== / 51 0.0 o Phasing: v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST /DUVALL AVE NE FUTURE WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: 01/16/04 12:30:06 Degree of Saturation (v/c) 0.79 Vehicle Delay 35.2 Level of Service D+ Sq 16 **/** / \ North I I Phase 1 + + * + + * <+ + *> V A <+ + +> + + + + + + G/C=0.454 G= 54.511 Y+R= 4.011 OFF= 0.0% Phase 2 Phase 3 Phase 4 A ++++ <++++ A **** A ++++ V **** ++++> ****> ++++ **** v v G/C=0.064 G/C=0.091 G/C=0.257 G= 7.7 11 G= 10.9 11 G= 30.911 Y+R= 4.0 11 Y+R= 4.0 11 Y+R= 4.011 OFF=48.7% OFF=58.5% OFF=70.9% G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume N Approach I HCM I L I Queue I vIc I Delay S Model 11 33.8 C =============================================================================== RT 11/1 0.257 0.454 571 708 75 0.106 I 18.9 B 67 ftl TH 11/1 0.247 0.454 683 833 47 0.056 18.4 B 41 ft LT 11/1 0.464 0.454 475 600 493 0.822 I 37.5 *D+ 656 ftl S Approach 18.6 B =============================================================================== I RT+TH+LT I 12/1 10.252 10.454 I 584 I 723 I 59 10.082 I 18.6 I B I 52 ftl E Approach 38.3 D+ =============================================================================== RT 11/1 0.210 0.257 269 402 148 0.368 28.7 C 157 ftl TH 22/2 0.273 0.257 657 880 740 0.841 39.8 D+ 590 ftl LT 12/1 0.179 0.064 1 90 21 0.181 51.4 *D 31 ft W Approach 34.5 C =============================================================================== I RT+TH LT I 22/2 10 .374 10 .382 I 1233 I 1304 I 1199 10 .919 I 12/1 0.236' 0.189 71 329 259 0.760 31.4 I*C I 985 ftl 48.5 *D 372 ft I I Carlo Property NE 4TH ST/DUVALL AVE NE FUTURE WITHOUT PROJECT 01/16/04 12:31:19 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters I I I I I I I I I I I I I I I I 317 11.0 1 -------------/ =================== 246 12.0 1 1128 22.0 2 41 0.0 0 / \ 45 11.0 1 468 11.0 1 \ + \ 34 0.0 0 15 12.0 1 Key: VOLUMES --> I WIDTHS v LANES \ 223 11.0 1 / -------------------/ \ 703 22.0 2 20 12.0 1 =================== / ------------- 37 Phasing: 0.0 o North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST /DUVALL AVE NE EXISTING SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: Sq 16 **/** / \ North I Degree of Saturation (v/c) 0.74 Vehicle Delay 31.6 Phase 1 + + * + + * <+ + *> v A <+ + +> + + + Phase 2 A **** ++++ v Phase 3 A **** ++++> ++++ Phase 4 ****> **** ++++ <++++ + + + v I v ------------------------------------------------- G/C=0.454 G/C=0.064 G/C=0.091 I G/C=0.257 G= 54.5" G= 7.7" G= 10.9" G= 30.9" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=48.7% OFF=58.5% OFF=70.9% ----------------~--------------------------------C=120 sec G=104.0 sec = 86.7% Y=16.0 sec = 13.3% 01/16/04 12:33:08 Level of Service C Ped=, 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vIc Delay S Model 1 N Approach 30.7 C =============================================================================== RT 11/1 0.256 0.454 571 708 71 0.100 18.8 B 63 ft TH 11/1 0.246 0;454 683 833 44 0.053 18.4 B 38 ft LT 11/1 0.447 0.454 477 602 464 0.771 33.6 *C 590 ft S Approach 18.6 B =============================================================================== IRT+TH+LTI 12/1 10.251 10.454 I 587 I 726 I 54 10.074 I 18.6 I B I 48 ftl E Approach 35.8 D+ =============================================================================== RT 11/1 0.212 0.257 269 402 156 0.388 28.9 I C 167 ft TH 22/2 0.265 0.257 657 880 697 0.792 37.0 D+ 526 ft LT 12/1 0.179 0.064 1 90 20 0.172 51.4 I*D 29 ft W Approach 29.8 C =============================================================================== I RT+TH LT I 22/2 10.357 10 .382 I 1234 I 1305 I 1128 1°·864 I 12/1 0.231 0.189 71 329 244 0.716 26.4 I*C+I 825 ftl 45.6 *D 341 ft ---------------------------------------------'---------------------------------- I I I I I I I I I I I I I I I I I I I , Carlo Property NE 4TH ST /DUVALL AVE NE EXISTING 01/16/0'4"' 12:33:27 SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters 299 11.0 1 / =================== 232 12.0 1 / 1063 22.0 2 39 0.0 0 \ 42 11.0 1 441 11.0 1 \ + \ 32 0.0 o 14 12.0 1 Key: VOLUMES --> I WIDTHS \ 210 11.0 1 662 22.0 2 / 19 12.0 1 =================== / 35 0.0 o Phasing: v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I·, I Carlo Property' NB 4TH ST/UNION AVE ' FUTURE WITH PROJECT " 01/16/04 12:47:54 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary 1 I I I 1 1 1 1 I 1 1 1 I I I 1 Intersection Averages: Sq 16 **/** / \ North I Degree of Saturation (v/c) 0.76 Vehicle Delay 31.0 Phase 1 Phase 2 Phase 3 Phase 4 * * A I ' + + * * ++++ <+ * *> <++++ V A **** A A ++++ V **** <+ + +> ++++> ****> + + + ++++ I***~ + + + v G/C=0.345 G/C=0.141 G/C=0.009 G/C=0.372 G= 41.4" G= 16.9" G= 1.0" G= 44.7" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=37.9% OFF=55.3% OFF=59.5% C=120 sec G=104.0,sec = 86.7% Y=16.0' sec = 13.3% Level of Service C Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Rate I Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vIc Delay S IModel 1 N Approach 37.6 D+, =============================================================================== RT I 11/1 10.289 1°·345 I TH+LT 12/1 0.385 0.345 S Approach 336 I 213 539 I 350 185 10.343 I 268 0.749 29.6 I C I 209 ftl 43.1 *D+ 375 ft 37.0 D+ =============================================================================== RT I 11/1 10.237 1°·345 I TH+LT 12/1 0.358 0.345 E Approach 336 I 206 539 I' 1 1°.002 I 339 223 0.643 25.7 I C+I 1 ftl 37.1 D+ 294 ft 24.9 C+ =============================================================================== I RT+TH LT I 22/2 10.297 10.372 I 1183 I 1262 I 12/1 0.207 0.141 1 233 W Approach 847 10.671 I 161 0.634 20.5 I C+I 471 ftl 48.4 *D 231 ftl 32.1 C =============================================================================== I RT+TH LT I 22/2 10.402 10.41~ I 1351 I 1396 I 1302 1°·933 I 12/1 0.229 0.183 38 317 240 0.727 29.3 I*C 11085 ftl 47.2 *D 341 ft I I I I I I I I I I I I I I ·1 I I I I Carlo Property NE 4TH ST /ONION AVE FUTURE WITH PROJECT 01/1.6/04 12:48:14 SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters 404 11.0 1 / =================== 228 12.0 1 / 1096 22.0 2 171 0.0 0 \ 76 12.0 1 179 0.0 o \ + \ 115 0.0 o 97 12.0 1 Key: VOLUMES --> I WIDTHS \ 82 0.0 0 752 22.0 2 / 153 12.0 1 =================== / 142 11. 0 1 Phasing: v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST /UNION AVE FUTURE WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: Sq 16 **/** / \ North I Degree of Saturation (v/c) 0.75 Vehicle Delay 30.2 Phase 1 + * * + * * <+ * *> v A <+ + +> + + + + + + G/C=0.345 G= 41.4" Y+R= 4.0" OFF= 0.0% C=120 sec Phase 2 A **** ++++ v G/C=0.141 G= 16.9" Y+R= 4.0" OFF=37.9% Phase 3 A **** ++++> ++++ v G/C=0.009 G= 1.0" Y+R= 4.0" OFF=55.3% Phase 4 ****> **** v A ++++ <++++ G/C=0.372 G= 44.7" Y+R= 4.0" OFF=59.5% G=104.0 sec = 86.7% Y=16.0 sec = 13.3% 01/16/04 12:49:52 Level of Service C Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Rate I Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vic Delay S Model 1 N Approach 37.1D+ =============================================================================== RT I 11/1 10.289 1°·345 I TH+LT 12/1 0.382 0.345 S Approach 336 I 214 539 I 351 185 10.343 I 265 0.738 29.6 I C I 209 ft I" 42.4 *D+ 369 ft 36.7 D+ =============================================================================== RT 111/1 10.237 10.345 I TH+LT 12/1 0.357 0.345 E Approach 336 I 208 539 I 342 . 1 1°.002 "I 223 0.637 25.7 I C+I 1 ftl 36.8 D+ 293 ft 24.8 C+ =============================================================================== I RT+TH LT I 22/2 1°·294 10.j72 I 1183 I 1262 I 12/1 0.207 0.141 1 233 W Approach 834 1°.661 I 160 0.630 20.3 I C+I 458 ftl 48.3*D 229 ft 30.8 C =============================================================================== I RT+TH LT 1 22/21°.3981°.4141135°11395112841°.920 I 12/1 0.229 0.183 38 317 240 0.727 27.8 I*C 11036 ftl 47.2 *D 341 ft I I Carlo Property . HE 4TH ST/UNION AVE FUTURE WITHOUT PROJECT 01/16/04 12:50:11 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters I I I I I I I I I I I I I I I I 404 11.0 1 / =================== 228 12.0 1 1079 22.0 2 171 0.0 0 / \ 76 12.0 1 176 0.0 o \ + \ 115 0.0 o 97 12.0 1 \ / Key: VOLUMES --> I WIDTHS 80 0.0 0 742 22.0 2 152 12.0 1 =================== / ------------- 139 Phasing: 11.0 1 v LANES . / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEAD LAG LD LD I I Carlo Property . NE 4TH ST/UNION AVE EXISITING 01/16/04 12:51:57 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary I I I I I I I I I I I I I I I I Intersection Averages: Degree of Saturation (v/c) 0.71 Vehicle Delay 27.4 Level of Service C+ Sq 16 **/** / \ North I Phase 1 + * * + * * <+ * *> v A <+ + +> + + + + + + G/C=0.345 G= 41.411 Y+R= 4.011 OFF= 0.0% C=120 sec Phase 2 A **** ++++ v G/C=0.141 G= 16.9 11 Y+R= 4.0 11 OFF=37.9% Phase 3 A **** ++++> ++++ v G/C=0.009 G= 1.0 11 Y+R= 4.0 11 OFF=55.3% Phase 4 ****> **** v A ++++ <++++ G/C=0.372 G= 44.711 Y+R= 4.0 11 OFF=59.5% G=104.0 sec = 86.7% Y=16.0 sec = 13.3% Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vic Delay S IModel 1 ------------------------------------------------------------------------------- N Approach 34.7 C =============================================================================== RT I 11/1 10.286 1°·345 I TH+LT 12/1 0.366 0.345 S Approach 336 I 221 539 I 363 175 10.325 I 251 0.678 29.3 I C I 196 ftl 38.5 *D+I 336 ft 34.3 C =============================================================================== RT I 11/1 10.237 1°·345 I TH+LT 12/1 0.340 0.345 E Approach 336 I 218 539 I 358 1 10.002 I 210 0.575 25.7 I C+I 1 ftl 34.3 C 267 ft 24.0 C+ =============================================================================== I RT+TH LT I 22/2 10.283 10.372 I 1184 I 1263 I 12/1 0.205 0.141 1 233 W Approach 783 10.620 I 151 0.594 19.5 I B I 411 ftl 46.8 *D 213 ft 26.4 C+ =============================================================================== I RT+TH LT 1 22/21°.38°10.4141135111396112091°.8661 12/1 0.225 0.183 38 317 226 0.685 23.0 I*C+I 855 ftl 44.8 *D+ 313 ft I I Carlo Property NE 4TH ST/UNION AVE EXISITING d . 01/16/04 12:52:16 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters I I I I I I I I I I I I I I I I 381 11.0 1 / =================== 215 12.0 1 / 1017 22.0 2 161 0.0 0 \ 72 12.0 °1 166 0.0 o \ + \ 108 0.0 o 91 12.0 1 Key: VOLUMES --> I WIDTHS \ 75 0.0 0 699 22.0 2 / 143, 12.0 1 =================== / 131 11. 0 1 Phasing: v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST/JERICHO AVE FUTURE WITH PROJECT SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: Sq 16 **/** / \ North I Degree of Saturation (v/c) 0.71 Vehicle Delay 10.1 Phase 1 Phase 2 Phase 3 Phase 4 + + + A + + + ++++ <+ + +> <++++ A **** A V ++++ V ++++ <* +> ++++> ****> * + ++++ **** * + v v G/C=0.268 G/C=0.068 G/C=O.OOO G/C=0.564 G= 32.1" G= 8.2" G= 0.0" G= 67.7" Y+R= 4.0" Y+R= 4.0" Y+R= 0.0" Y+R= 4.0" OFF= 0.0% OFF=30.1% OFF=40.3% OFF=40.3% C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% 01/16/04 12:56:48 Level of Service B+ Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Rate I Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vIc Delay S Model 1 N Approach 32.3 C =============================================================================== I RT+TH+LT I 12/1 10.237 10.268 I 132 I 477 I 5 10.010 I 32.3 I C I 6 ftl S Approach 42.1 D+ =============================================================================== RT 111/1 10.237 10 .268 I TH+L.T 12/1 0.317 0.268 E Approach 112 I 97 407 I 354 1 1°.002 I 232 0.630 32.2 I C 11ft I 42.2 *D+ 316 ft 4.6 A =============================================================================== I RT+TH LT 1 22/21°.2821°.5641193011930 I 12/1 0.183 0.068 1 97 W Approach 784 10.406 I 40 0.325 2.2 I A I 52.2 *D 8.2 A 88 ftl 59 ft =============================================================================== I RT+TH LT I 22/2 10.490 10 .564 I 1871 I 1871 I 1638 1°·875 I 12/1 0.176 0.068 1 97 4 0.033 8.1 I*A I 730 ftl 49.8 D 6 ft I I I I I I I I I I I I I I I I I I I Carlo Property . NE 4TH ST/JERICHO AVE FUTURE WITH PROJECT 'Oi/16/04 12:57:18 SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters 7 0.0 o -------------/ =================== 4 12.0 1 1191 22.0 2 '395 0.0 0 / \ 2 12.0 1 2 0.0 o \ + \ 220 0.0 0 \ / 0 12.0 1 Key: VOLUMES --> I WIDTHS v LANES 1 0.0 0 / \ 744 22.0 2 38 12.0 1 North =================== I / ------------- 17 Phasing: SEQUENCE 16 11.0 PERMSV YNYN 1 OVERLP N N N N LEAD LAG LD LD I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST/JERICHO AVE FUTURE WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: Sq 16 **/** . /1' I North I Degree of Saturation (v/c) ,0.70 Vehicle Delay 9.8 Phase 1 Phase 2 Phase 3 Phase 4 + + A + + + + ++++ <+ + +> <++++ V A **** A ++++ v ++++ <* +> ++++> ****> * + ++++ **** * + v v G/C=0.268 G/C=0.068 G/C=O.OOO G/C=0.564 G= 32.111 G= 8.211 G= 0.0 11 G= 67.7 11 Y+R= 4.0" Y+R= 4.011 Y+R= 0.0" Y+R= 4.011 OFF= 0.0% OFF=30.1% OFF=40.3% OFF=40.3% C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% 01/16/04 13:02:59 Level of Service A Pede 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes I Reqd Used @C (vph) @E Volume I HCM I L I Queue I v / c I Delay S Model l' N Approach 32.3 C =============================================================================== IRT+TH+LTI 12/1 10.237 10.268 I 132 I 477 I 5 10.010 I 32.3 I C I 6 ftl S Approach 41.3 D+ =============================================================================== I RT 111/1 10.237 10.268 I TH+LT 12/1 0.313 0.268 E Approach 112 I 97 407 I 354 1 1°.002 I 224 0.609 32.2 I C 11ft I 41.4 *D+ 303 ft 4.6 A =============================================================================== I RT+TH LT I 22/2 10.278 10.564 I 1930 1 1930 I 12/1 0.183 0.068 I 1 97 W Approach 764 10.396 I 40 0.325 2.2 I A I 52.2 *D 7.9 A 84 ftl 59 ft =============================================================================== I RT+TH LT I 22/2 10.487 10.564 I 1870 I 1870 I 1624 1°·868 I 12/1 0.176 0.068 1 97 4 0.033 7.7 I*A I 694 ftl 49.8 D 6 ft I I .. Carlo· Property . NE 4TH ST / JERICHO AVE FUTURE WITHOUT PROJECT 01/16/04 13:03:16 I SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameters I I I I I I I I I I I I I I I I 7 0.0 o / =================== 4 12.0 1 / 1180 22.0 2 393 0.0 0 \ 2 12.0 1 2 0.0 o \ + \ 213 0.0 o o 12.0 1 Key: VOLUMES --> \ 1 0.0 0 725 22.0 2 / 38 12.0 1 =================== / 17 11. 0 1 Phasing: I WIDTHS v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST/JERICHO AVE EXISTING SIGNAL2000/TEAPAC[Ver 1.00.02] -Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0.66 Vehicle Delay 8.5 Sq 16 **/** . /1\ I North I Phase 1 + + + + + + <+ + +> V <* +> * + * + G/C=0.268 G= 32.1" Y+R= 4.0" OFF= 0.0% Phase 2 A. **** ++++ V G/C=0.068 G= 8.2" Y+R= 4.0" OFF=30.1% Phase 3 A. ++++ ++++> ++++ v G/C=o.ooo G= 0.0" Y+R= 0.0" OFF=40.3% Phase 4 A. ++++ <++++ ****> **** v G/C=0.564 G= 67.7" Y+R= 4.0" OFF=40.3% 01/16/04 13:01:43 Level of Service A C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Service Ratel Adj I Group Lanes Reqd Used @C (vph) @E Volume I HCM I L I Queue I vIc Delay, S Model 1 N Approach 32.3 C =============================================================================== I RT+TH+LT I 12/1 10.237 10.268 I 132 I 477 I 5 10.010 I 32.3 I C I 6 ft I' S Approach 40.2 D+ =============================================================================== RT 111/1 10.237 10.268 I TH+LT 12/1 0.307 0.268 E Approach 112 I 97 407 I 354 1 1°.002 I 212 0.576 32.2 I C 11ft I 40.3 *D+ 283 ft 4.6 A =============================================================================== I RT+TH LT 1 22/21°.2691°.56411930 1 1930 I 12/1 0.183 0.068 1 97 W Approach 720 1°.373 I 38 0.309 2.1 I A I 52.0 *D 6.0 A 77 ftl 56 ft =============================================================================== I RT+TH LT I 22/2 10.464 10.564 I 1871 I 1871 I 1529 1°·817 I 12/1 0.176 0.068 1 97 4 0.033 5.9 I*A I 502 ftl 49.8 I D 6 ft I I I I I I I I I I I I I I I I I I I Carlo Property NE 4TH ST/JERICHO AVE EXISTING 01/16/04 13:02:02 SIGNAL2000/TEAPAC[Ver 1.00.02] -Display of Intersection Parameter~ 7 0.0 o -------------/ =================== 4 12.0 1 1112 22.0 2 370 0.0 0 / \ 2 12.0 1 2 0.0 o \ + \ 201 0.0 o o 12.0 1 \ / Key: VOLUMES --> I WIDTHS 1 0.0 0 683 22.0 2 36 12.0 1 =================== / 16 11. 0 1 Phasing: v LANES / \ North I SEQUENCE 16 PERMSV Y N Y N OVERLP N N N N LEADLAG LD LD I I I I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalyst VG Intersection I ~gency/Co. Uurisdiction I Date Performed 1116104 ~nalysis Year FUTURE WITH PROJECT ~nalysis Time Period PM PEAK I Project Description EastlWest Street: NE4THST North/South Street: BREME .RTON AVE Intersection Orientation: East-West !Study Period (hrs): 1.00 tvehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R ~olume 58 1220 26 34 1116 3 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 61 1284 27 35· 1174 3 Percent Heavy Vehicles 0 ----0 --- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 0 12 3 0 29 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 0 12 3 0 30 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 1 0 1 Configuration L R L R Delay, Queue Length, and Level of Service ~pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L R L R ~ (vph) 61 35 4 12 3 30 C (m) (vph) 601 534 128 413 168 457 ~/c 0.10 0.07 0.03 0.03 0.02 0.07 95% queue length 0.34 0.21 . 0.10 0.09 0.05 0.21 Control Delay 11.7 12.2 34.0 14.0 26.8 13.4 LOS B B D B D B ~pproach Delay ----19.0 14.6 ~pproach LOS ----C B HCS2000™ Copyright e 2000 University of Florida. All Rights Reserved Version 4.la file:IIC:\WINDOWS\TEMP\u2k366.TMP 1/16104 I I I I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Intersection fA,nalyst VG ~gency/Co. Jurisdiction Date Performed 1116104 ~nalysis Year FUTURE WITHOUT ~nalysis Time Period PM PEAK !PROJECT Project Description EastlWest Street: NE4THST North/South Street: BREME :RTON AVE Intersection Orientation: East-West IStudy Period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R ~olume 58 1189 26 34 ·1098 3 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 61 1251 27 35 1155 3 Percent Heavy Vehicles 0 ----0 ---- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R ~olume 4 0 11 3 0 29 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 0 11 3 0 30 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared ~pproach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 1 0 1 Configuration L R L R Delay, Queue Lenath and Level of Service fA,pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L R L R ~ (vph) 61 35 4 11 3 30 C (m) (vph) 611 550 135 424 173 463 '[vIc 0.10 0.06 0.03 0.03 0.02 0.06 95% queue length 0.33 0.20 0.09 0.08 0.05 0.21 Control Delay 11.5 12.0 32.5 13.7 26.2 13.3 LOS B B D B D B fA,pproach Delay ----18.7 14.5 fA,pproach LOS ----C B file:IIC:\WINDOWS\TEMP\u2k8082.TMP 1116/04 I I I I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of 1 . TWO-WAY STOP CONTROL SUMMARY General Information Site Information iAnalyst VG Intersection IAgency/Co. ~urisdiction Date Performed 1116104 ~nalysis Year EXISTING !Analysis Time Period IPMPEAK Project Description East/West Street: NE4THST North/South Street: BREME RTON AVE Intersection Orientation: East-West Study Period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 55 1120 24 32 1035 3 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 57 1178 25 33 1089 3 Percent Heavy Vehicles 0 ---0 ---- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R ~olume 4 0 10 3 0 27 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 0 10 3 0 28 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 1 0 1 Configuration L R L R Delay, Queue Length, and Level of Service f,pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L R L R ~ (vph) 57 33 4 10 3 28 C (m) (vph) 647 587 154 448 192 487 ~/c 0.09 0.06 0.03 0.02 0.02 0.06 95% queue length 0.29 0.18 0.08 0.07 0.05 0.18 Control Delay 11.1 11.5 29.0 13.2 24.0 12.8 LOS B B D B C B f,pproach Delay ----17.7 13.9 fA,pproach LOS ----C B HCS2000™ Copyright (!:) 2000 University of Florida, All Rights Reserved Version 4.1a file:IIC:\ WINDOWS\ TEMP\u2k8082. TMP 1116/04 I I I I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalyst Intersection IAgency/Co. Uurisdiction Date Performed 1116104 Analysis Year FUTURE WITH PROJECT ~nalysis Time Period PM PEAK Project Description EastlWest Street: ROAD A North/South Street: DUVALL AVE NE Intersection Orientation: North-South Study Period (hrs): 1.00 ~ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ~olume 0 72 0 7 103 16 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 75 0 7 108 16 Percent Heavy Vehicles 0 ---0 ---- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement, 7 8 9 10 11 12 L T R L T R rv'olume 0 0 7 8 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 7 8 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service lApp roach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR ~ (vph) 0 7 7 8 C (m) (vph) 1475 1537 992 746 'rJ/c 0.00 0.00 0.01 0.01 95% queue length 0.00 0.01 0.02 0.03 Control Delay 7.4 7.4 8.7 9.9 LOS A A A A Approach Delay ----8.7 9.9 Approach LOS ----A A > Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.1 a file://C:\WINDOWS\TEMP\u2k20C3.TMP 1116/04 I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalyst Intersection fA,gency/Co. Jurisdiction Date Performed 1116104 Analysis Year FUTURE WITH PROJECT ~nalysis Time Period PM PEAK Project Description East/West Street: ROADS North/South Street: DUVALL AVE NE Intersection Orientation: North-South Study Period (hrs): 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 50 0 21 66 16 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 52 0 22 69 16 Percent Heavy Vehicles 0 ----0 ---- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 12 10 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 12 10 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configu ration LTR LTR Delay, Queue Length, and Level of Service [Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR ~ (vph) 0 22 12 10 C (m) (vph) 1524 1567 1021 769 r,t/c 0.00 0.01 0.01 0.01 95% queue length 0.00 0.04 0.04 0.04 Control Delay 7.4 7.3 8.6 9.7 LOS A A A A [Approach Delay ----8.6 9.7 [Approach LOS ----A A > Copyright ~ 2000 University of Florida. All Rights Reserved Version 4.1 a file:IIC:\WINDOWS\TEMP\u2k20C3.TMP 1116/04 I I I I I I I I I I I I I I I I I I I Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalyst Intersection fA.gency/Co. Jurisdiction Date Performed 1116104 Analysis Year FUTURE WITH PROJECT Analysis Time Period PM PEAK Project Description EasUWest Street: ROADe North/South Street: DUVALL AVE NE Intersection Orientation: North-South IStudy Period (hrs): 1.00 Wehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R \/olume 0 43 0 13 53 16 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 45 0 13 55 0 Percent Heavy Vehicles 0 ---0 ---- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R ~olume 0 0 7 10 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 7 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR v (vph) -13 7 C (m) (vph) 1576 1031 vIc 0.01 0.01 95% queue length 0.02 0.02 Control Delay 7.3 8.5 LOS A A Approach Delay ----8.5 fA.pproach LOS ----A > Copyright 1!:12000 University of Florida. All Rights ReselVed Version 4.la file:IIC:\WINDOWS\TEMP\u2k20C3.TMP 1116/04 .1. 1 I 1 1 I 1 1 I 1 1 1 I 1 I I I I Two-Way Stop Control Page 1 of2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalyst Intersection IAgency/Co. ~urisdiction Date Performed 1116104 IAnalysis Year FUTURE WITH PROJECT ~nalysis Time Period PM PEAK Project Description East/West Street: ROADG INorth/South Street: DUVALL AVE NE Intersection Orientation: North-South IStudy Period (hrs): 1.00 ~ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ~olume 0 83 0 13 126 10 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 87 0 0 132 10 Percent HeavyVehicles 0 ---0 ---- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR UQstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 7 6 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 6 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length and Level of Service IApproach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR IY (vph) 0 6 C (m) (vph) 1453 769 IY/c 0.00 0.01 95% queue length 0.00 0.02 Control Delay 7.5 9.7 LOS A A lApp roach Delay ----9.7 lApp roach LOS ----A > Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.la file:IIC:\ WINDOWS\ TEMP\u2k20C3. TMP 1/16/04 12/17/2003 09:49 FAX 425 430 7376 RENTON TRANS. SYS. I I Weather iOVERCAST Counted by:JWS/SLC Board. : T-0920 I Surface : WET I BR9IERTON AV NE I Southbound Start I . City of Renton Transportation Systll' Division Traffic Operations 2003 studhs . CARSIPEDESTRIANS, HEAVY VEHIClES 1 NE 4TH ST I BA9ERTON AV NE IWest.bound 1 I Northbound I T INE 4TH ST 'East.bound I Tile I Left Thru Ri ht Otherl left ThN Ri ht Other! Left Thru Ri ht Other r Left Peak Hour Analysis By Entire Intersection for the Period: 15:01) on 12/16/03 to 16:45 on 12/16/03 I Tile 1 16:88 Vul. I 3 0 27 Pd. I 10.0 0.0 90.0 Total 1 30 I High I 16:30 Vol. I " 0 Total I I) I PHF I 0.833 I ~CARSJPEDESTRIANS I""-IEAVV VEH I Cl.£S 1 l6:00 1 16:00 01 32 1~,3S 3 01 4 0.01 2.1} %. 7 0.2 Q.0: 28.5 1070 lit I 16:45 I 1&: 15 0; 10 268 (1 ~I 2 I 278 I 5 I 0.962 , 0.700 , BREMERTON AV NE I "" 27~~ 0 "" 31 ~ 0 A 0 A 0 ===== -=~== ~==~= ===== I 55· ... · 121 o 3 InboLlnd '30 OI .. lt bOI.lnd Total 58 88 0 10 0.0 71.4 Co" 1:." CS...J ................ _ ...... _ ... __ .-.- 58 3 1 16:00 01 55 0.01 4.5 '1 UC)<l 1 16:30 01 17 316 I 0.949 'IY uu'" Study Nale: OC91}1}P. Site Code : ~ start Datel 12/16/03 Page : 2 l1ntvl. TnN Ri ht Othe,., Total 1 11,0 2lt ~I 93.4 2.0 0.01 ! j ~3 \) 01 I I "',, ~ 1121i:::3 ..... 12 112135 I Inbound -------~-.--Ol..lt bo und 1199 1066 Inbound 1070 111;:::0 I I I I ""110~ Total ..... .... .-.. ,\, ..... 24 o 2265' Inbound 14 Outbound 5& 24 3i::: Total 7121 ..... III ..... o I_It bound Total· o '.... 10 IZl .', IZI .'" .1133 '" 32 2203 ..... 121 32 ==---=. ="=== 10 112121 1133 3 NE 4TH ST ==::::.:.:::: ====~ ===== ===== -==~= /1\ /1\ I Nurth I 5& it BREI'IIERTON lL Nt:: IZI 1121 ",:;: .. 12/17/2003 09:48 FAX 425 430 7376 RENTON TRANS. SYS. T I I Weather ,OVERCAST Counted by:JWS/SLC Board t :T-0920 : WEi I Surface IBREMERTON AV NE ISouthbound I I I I I I I I I I I I Start I Tiu I 12/16/03 15:061 15: 151 15:3ei 15:451 Houri I 1&:001 16:151 16:301 16:451 Houri I Total I j Apr. I 'I. Int. I I left Thru Ri ht . ", 0 0 10 1 0 . 3 0 0 4 0 ~ £. 1 0 23 1 0 7 2 " 5 0 " 9 0 0 6 3 0 27 It 0 sa 7.4 -92.5 1.1 . ' ........ . :. : City of ~entorf Transportation Srste.s Division ~ Traffic Operations ~ 2003 Studies CARSIPEDESTRIANS,HEAVY lIEHICLES INE 4TH ST I BREMERTON AI) NE INE 4TH Sf IWestbound INorthbound I Ear.tbollnd I I I Other I left Thru Ri ht Othtr! Left Thru Ri ht Other I Left I I I 01 8 2C4 01 4 0 2 01 19 01 13 191 2 01 1 ~ , .. 01 14 01 11 &5 0 01 2 0 4 01 15 01 13 253 01 0' 0 2 01 12 01 . 41 893 4 01 7 . 0 1~ 01 b0 I I 01 b 259 0 01 1 0 1 01 11 01 9 241 1 01 2 0 3 01 13 01 7 267 2 01 e 0 " 01 17 01 II' 268 0 Oi 1 0 2 01 14 raj l:: 1035 3 01 4 0 10 01 55 I I 1 01 73 1928 7 01 11 0 20 01 115 -I .3.6 96.0 e.3 -I 35.4 -64.5 -J 4.9 -I 1.6 43.(' 0.1 -I 0.2 0.4 -I 2.6 I I 1 I Post·lt™ brand fax transmittal memo 7671 I II of pages. 2. .. ~V· ~ I IN'~ M''r Gfi6c../A 1(ONAL.(J MAl( CO. vp C So IE' o. C I r'r' f)':: I( II" 1v'rD N Dept. Phonel: Fax II Z. s--4 J (J -72.9'1 4-')9 -4-$3-5 7 ~ Fax II 425-4-30-737~ ':.' ,:, '¥oJ UU.L ~"t Study Na.e: TMt999P Site Code : 000G0000 Start Date: 12/16/03 Page : 1 Il\1tvl. Thru Ri ht Otherl Total I 303 14 01 S85 .., ... , ... ... ~J 14 01 4&8 247 12 01 5Z0 241 9 01 533 1018 49 01 2106 2&4 7 01 557 277 It 01 S57 293 (, 01 605 286 7 01 594 1120 24 01 2313 1 2138 73 01 4419 111.9 3.1 -I 48.3 l.~ -I I 12/15/2003 13:41 FAX 425 430 7376 RENTON TRANS. SYS. T I ·~ . --, . -. ' .. i· ~. I RENTON, WASHINGTON . "4THST .".ION AVE NE '~09P DKS03129Th11 SlaltllrAa FICIor 04:00PM 04:15PM 04:30PM 04:45PM lotll 05:00PM 01:11PM 0lI:3O PM 05:45PM Total Gnllullotal I I I I I I I I L I Appn:ll~ Total ~ -1.0 40 41 37· 35 1&3 28 19 4G 32 21 411 29 18 44 4a 14 31 134 72 188 287 150 344 31.3 20.2 43.5 4.9 2.7 5.9 72 leA 18 05:11PM 88 21.0 28 lRAFFICOUNT, INC. 4820 YELM HWV 8-195 . LACEY, WASHINGTON 98503 ~ V' . 360-491-8116 f 1 5 2 13 15 173 28 7 218 31 23 29 1 111 311 2 118 18 188 34 3 218 38 19 28 1 i3 39 2 91 31 10 37 4 2M 38 20 23 1 79 42 2 90 13 174 44 4 231 20 29 28 0 77 41 8 372 75 899 143 18 917 131 91 108 3 330 lal 18 791 , 1115 13112 291 311 17981 249 188 211 8 828 1 307 1.8 75.2 18.2 30.8 ~ 2U 33.7 11.5 13.5 2.8 23.0 5.0 2.8 3.8 lG.7 5.2 188 372 76 899 143 917 131 91 108 44.S 8.2 78.2 15.8 39.7 27.8 32.7 44 111 31 188 37 2114 38 20 23 05:30PM 05:00PM 98 31 1U 37 2114 311 23 29 0.949 G.803 05:00PM 04:30PM 178 419 75 899 143 917 147 83 120 42.11 8.2 78.2 15.8 42.0 23.7 34.3 05:30PM 04:45PM 110 11& at 1118 37 264 44 22 31 0.811 0.803 Post It'· br d t To -an ax transmittal memo 7671 rNofpagea. _!:;j VINCe-Ni (,~Gt.IA From Ro Co. tP." ~ Co. ~vO ·~..fR. Dept. ' . GITV OF (tSNT-ON Phone II Faxil' "4Zi-430-77.(37 . 41S" 4~3 -S7S~ FaxN t~S-410-737' 275 43· 245 83 2113 59 244 50 t017 2111 1948 408 73.2 111.3 33.2 U 330 181 11.8 79 42 05:00PM 91 311 0.907 05:00PM 350 181 11.8 06:00PM 97 39 0.902 raJ 0011009 072P Rle Name : DKS14109P Site Code : 00000009 Start Date : OS/21/2003 PagaNo : 1 7 357 17 757 774 3 347 9 744 7&3 9 3114 18 778 794 II 335 11 733 744 24 1383 &3 3012 3018 40 2881 1 102 5878 11978 45.3 1.7 98.3 NE4THST From West 11m! Ltft 1017 215 13113 3012 73.0 1&.4 253 119 314 778 0.988 2711 43 3117 0.976 1017 2111 13113 73.0 1&.4 275 43 357 0.876 . . I ·:· . INTON, WASHiNGTON UNIONAVENE f 4ntST .~09P DKS03129TM1 ,~;.- VoI_ 72 PtrcInt 18.4 O5:3OVOIume 18 I PIlI! FICtar . II/IIIInt. 05:11PM Volume 32 .... FIICtlIr 21 , I I I r I I I I I I ~ I 188 372 71 44.8 8.2 44 81 31 01:30PM 45 88 31 0.849 TRAFFlCOUNT, INC.- 4820 YELM HWY 8·195 LACEY, WASHINGTON 98503 360-491·8116 889 78.2 188 188 143 917 131 11.8 39.7 37 214 38 05:00PM 37 214 39 0.803 UNIONAVENE ~ :rnr ~ ~ T Ncrth 1103 11:00:00 PM 1/03 11:45:00 PM ~ T r+ ~ Out In Total 91 27.8 20 23 T 108 330 181 32.7 11.8 23 79 4Z 05:00PM 28 81 39 0.807 I(&J UU~I UUH File Name : DKS14109P Site Code : 00000009 Stlrt Date : OS/21/2003 PagaNo :2 1017 211 1393 3012 73.0 1&.4 253 18 314 778 0.988 275 43 317 0.871 ll/lall003 13:42 FAX 425 430 7376 RENTON TRANS. SYS. T I I RENTON, WASHINGTON f lONAVENE . '4THST \-J# 09P DKS03129TMl Sllrtllml --FICIDr 1.0 04:00PM 0 04:16PM 0 04:30PM 0 04:45PM 0 Total 0 06:00PM 0 1 0 0 1 05:16PM 0 0 0 0 0 05:30PM 0 4 0 0 4 05:45PM 0 4 0 0 4 TotII 0 8 0 0 9 GIlIUITIIIaI 0 27 0 0 27 I ~pnlh" 0.0 100. 0.0 0 Totll " 0.0 28.7 0.0 28.7 I VOlume 18 0 Pment 100.0 0.0 04:45 Volume 3 0 PukFICtDr r HI", Int. 04:111 PM VoIumt 0 7 0 PukFacIDr PHk Hour FIOIII 04:00 PM 1D06:46 PM· Pull 1 011 I I I I I I L I Br AppIoach 04:00 PM VoIumt 0 18 Pment 0.0 100.0 HICIIInt. 04:18 PM Volume 0 7 PIlkFaClDr o 0.0 o 0 0 0 0 0 0 0.0 0.0 18 3 7 0.843 18 7 0.843 TRAFFlCQUNT, INC. 4820 Y8.M HWY 8-195 LACEY, WASHINGTON 98503-t1~ 360-491-8116 ~ 8 0 0 8 0 0 0 0 0 8 0 0 8 0 0 0 0 0 2 0 0 2 0 0 0 0 0 9 0 0 9 0 0 0 0 0 28 0 0 28 0 0 0 0 0 48 0 0 48 0 8 0 0 8 100. 0.0 0.0 100. 0.0 0 0 43.8 0.0 43.8 0.0 6.7 0.0 11.7 0 18 0 18 0 8 0 0.0 100.0 0.0 0.0 100.0 0.0 0 5 0 5 0 4 0 04:30PM 04:45PM 0 7 0 7 0 4 0 0.843 04:30PM 04:00PM 0 28 0 29 0 8 0 0.0 100.0 0.0 0.0 100.0 0.0 06:18PM 04:46PM 0 9 0 8 0 4 0 Q.808 4 8 20 0 0 0 0 2 0 0 3 0 0 1 0 0 8 0 0 28 0 0.0 100. 0.0 0 0.0 24.8 0.0 8 0 0.0 4 0 04:45PM 4 0 0.378 04:00PM 8 0 0.0 04:411 PM 4 0 0.375 0 0 0 0 0 0 IaI 003/009 D721 File Name : DKS14109P Site Code : 00000009 Start Date : OS/21/2003 PagaNo : 1 0 0 8 8 2 0 11 11 3 0 8 • 1 0 14 14 8 0 43 43 28 0 105 105 24.8 0.0 100.0 20 0 20 82 100.0 0.0 8 0 8 20 0.7711 8 0 8 0.828 20 0 20 100.0 0.0 8 0 8 G.8211 -_. -_. ---'" 4"' .... U' ~'nA .. ~.., .. ..,U ,.." g '1" ~ .. .. , Loo. WASHINGTON jUVALLAVE NE (138TH AVE SE) '."4THST ~10PDKS03129nMl Stilt 11IIIe RItIIt FICIIIr 1.0 04:00PM 0 04:15PM 0 04:30PM 0 04:46PM 0 Total 0 05:00PM 0 2 0 0 05:15PM 0 2 0 0 05:30PM 0 8 0 0 05:45PM 0 8 0 0 Total 0 2D 0 0 Grand Total 0 31 0 0 I Apprcll ... 0.0 100. 0.0 0 TataI ... 0.0 41.3 0.0 2 0 2 0 8 0 8 0 2D 0 31 0 0.0 41.3 0.0 I DUVALL AVE NE (138TH AVE SE) From North Startllme Rlllhll 1hru 1 Left 1 ADD-Total r llourFI'01II 04:00 PM ID 05.45 PM • !'elk 1 of 1 In!erIecCIcIII 04:45 PM Volume 0 12 0 Peant 0.0 100.0 0;0 05:30 VoIIune 0 8 0 r ' I'IIIk Factor HlIh Int. 05:30 PM VoIumI 0 8 0 .... kFacIDr r IIaur Flam 04:00 PM 1D05:45 PM • !'elk lof 1 BJ~ 05:00PM VoIUDII 0 20 0 I I I~ I I L I Pen:ent 0.0 100.0 0.0 IlIib Int. 05:30 PM VoIUDII 0 8 o Pellk Factor 12 8 8 0.375 20 8 0.825 lRAFFICOUNT, INC. 4820 YELM HWY 8-195 LACEY, WASHINGTON 98503 ...... tI' 360-491·8116 ~ NE4THST FromEaat 5 0 3 0 3 0 0 0 11 0 18 0 100. 0.0 0 25.3 0.0 G 0 6 0 3 0 3 0 0 0 11 0 18 25.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 0 13 0 0 13 D.O 100. 0.0 0 0.0 17.3 D.O 17.3 0 0 0 0 0 0 0.0 0.0 NE4THST From Wast 0 0 0 0 0 3 0 1 0 4 0 12 0 100. 0.0 0 18.0 0.0 NE4THST DUVALL AVE NE (138TH AVE From East SE) From South RllIIItl lin I lilt I ADI!. TaIII JlllhtL 1IInI I lift I App. Tatal .RlIIrt I 0 15 0 16 0 4 0 4 0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0 3 0 3 0 0 0 0 0 05:00PM 04:45PM 04:45PM 0 5 0 5 0 4 0 4 0 0.750 0.250 04:45PM 04:00PM 04:00PM 0 16 0 15 0 10 0 10 0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 05:00PM 04:15PM 04:15PM 0 6 0 5 0 5 0 6 0 0.750 0.500 I(6J UUOI' UUl:II \ 03 ~ FIle Name : DKS14110P Site Code : 00000010 Start Date : OS/21/2003 PagaNo : 1 0 0 0 7 7 0 0 0 5 5 0 3 0 14 14 0 1 0 12 12 0 4 0 38 38' . 0 12 0 75 75 18.D 0.0 100.0 NE4THST From Wast 1Iau I Lift I App. TolII Int.TotaIJ 7 0 7 38 100.0 0.0 3 0 3 14 0.879 4 0 4 0.438 8 0 8 100.0 0.0 4 0 4 0.500 I ' . ',. " : . - LoN, WASHINGTON' DUVALL AVE NE (138TH AVE SE) 'I4THST \!)# lOP DKS03129TMl I I ;. I I I r I I I I I I 42 6.4 14 08:16PM 83 13 441 58.4 122 128 782 210 23.8 200 42 04:415 PM 224 84 Q.873 l<t;NTUN TRANS. SYS. TRAFFlCOUNT, INC. 4820 YELM HWY 8-195 LACEY, WASHINGI'ON 98503 360-491-8116 NE4THST From East 862 19 74.3 2.1 1158 15 173 4 891 203 241 0.924 35 14 43.2 17.3 14 3 05:00PM 14 3 DUVALL AVE NE (138TH AVE SE) ~ :rTLf. T Nacth 1/03 4:30:00 PM 1/03 5:15:00 PM ~ T r+ ~ OUt In Total T S2 81 39 39.5 2.9 • 23 8 0&:00 PM • 23 .8 0.880 Ig) 005/009 Fila Nama : DKS14110P Site Coda : 00000010 Start Date : OS/21/2003 PagaNo :2 NE4THST FromWeat 1083 2S2 79.7 17.4 311 54 311 54 1334 3088 373 799 Q.l88 373 0.894 'ENlON. WASHINGlON ~ICHO AVE NE (144TH AVE SE) • '4THST . \--iC# 12P DKS03129TM1 StIlt"... -FICCOr 1.0 04:00PM 0 04:11PM 0 CM:3OPM 0 04:45PM 0 Total 0 05:00PM 0 3 0 0 01:11PM 0 0 0 0 01:30PM 0 1 0 0 06:45PM 0 0 0 0 TGIIt 0 4 0 0 GrlndTOIII 0 8 0 0 I Apprch~ 0.0 100. 0.0 0 ToIIl~ 0.0 40.0 0.0 3 0 0 0 1 0 0 0 4 0 6 0 0.0 40.0 0.0 I JERICHO AVE NE (144TH AVE SE) From North startnme RlIPItI 1Iuu I left I ADP. Total r Hour FlU! 04.00 PM III 05:45 PM • Puk 1 011 Intuectkm 0&:00 PM Volume 0 4 0 Pt1'CIIIt 0.0 100.0 0.0 . ; 05:00 Volume 0 3 0 r PukFlc:IDr Hllblllt. 05:00 PM Volume 0 3 0 PukFIc:IDr I Peek Hour From 04:00 PM III 011:45 PM· Puk 1 of 1 By AppllllClt 04:45 PM Volume 0 4 0 PwcIIIt 0.0 100.0 0.0 HI,,1IIt. 01:00 PM Volume 0 PeakFac:tDr 3 I o I I I 4 3 3 0.333 4 3 0.333 KhNTUN TRANS. SYS. T TRAFFlCOUNT,INC. 4820 YaM HWY 8·195 LACEY, WASHINGTON 9850~~ ~ 360·491-8116 .- Grou NE4THST From East 4 0 0 4 1 0 0 1 0 0 0 0 2 0 0 2 7 0 0 7 8 0 0 8 100. 0.0 0 53.3 0.0 13.3 0 0 0 0 0 0 0 0 0 0 0 1 0.0 100. 0 0.0 8.7 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 o o o o o 8.7 0 0 0 0 0 0 0.0 0.0 NE4THST FromW88t 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 NE4THST JERICHO AVE NE (144TH AVE From East SE) From South Rt&lltl lhnIl left I _ TDIII IIIIht I nllu I Left I AlII!. TotIII Rtl/ltl 0 7 0 7 0 0 0 0 0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0 4 0 4 0 0 0 0 0 05:00PM 3:4&:00 PM 3:4S:OOPM 0 4 0 4 D.438 05:00PM 04:00PM 04:00PM 0 7 0 7 0 1 ·0 1 0 0.0 100.0 0.0 0.0 100.0 0.0 05:00PM 04:30PM 0 4 0 4 0 1 0 1 D.438 0.250 0 0 0 0 0 0 ~009/009 13' f File Name : DKS14112P Site Code : 00000012 Start Date : OS/21/2003 PagaNo : 1 0 0 7 7 0 0 1 1 0 0 1 1 0 0 2 2 0 0 11 11· 0 0 15 15 0.0 0.0 100.0 NE4THST FromW88t 'IIInI1 left I AIIJI. Total lit. laIIIl I 0 0 0 11 0.0 0.0 0 0 0 7 0.393 0 0 0 I I I I I I I I I I I I I I I I I I I B-twelve Inc. DEVELOPMENT PLANNING CITY OF RENTON JUN 102004 RECEIVED LAURELHURST PRELIMINARY PIJAT CONNER HOMES B-twelve Associates, Inc. 1103 W. Meeker Street, Suite C Kent W A 98032 Wetland Analysis Report CITY OF RENTON, WA Prepared For: Conner Homes 846 108th Avenue NE Bellevue, Washington 98004 January 28, 2004 Job#A3-210 Phone: 253-859-0515 Fax: 253-852-4732 I I I I I I I I I I I I I I I I I I I B-twelve Inc. LAURELHURST PRELIMINARY PLAT CONNER HOMES B-twelve Associates, Inc. 1103 W. Meeker Street, Suite C Kent W A 98032 Wetland Analysis Report CITY OF RENTON, WA Prepared For: Conner Homes 846108tb Avenue NE Bellevue, Washington 98004 January 28,2004 Job#A3-210 Phone: 253-859-0515 Fax: 253-852-4732 I I I I I I I I I I I I I I I I I I I B-twelve Associates, Inc. 1.0 1.1 1103 W. Meeker SI. Kent, WA 98032-5751 LAURELHURST PRELIMINARY PLAT CITY OF RENTON WETLAND AND STREAM ANALYSIS REPORT INTRODUCTION Location (v) 253-859-0515 (f) 253-852-4732 (e) info@b12assoc.com This report describes jurisdictional wetlands and streams on the property known as the Laurelhurst Preliminary Plat (the "site") proposed by Conner Homes. The site is an irregular shaped collection of parcels for an overall size of 29.3 acres abutting 13Sth Avenue SE near its intersection with SE 132nd Street on both the east and west sides in the City of Renton, Washington. -:t'" <" o-j ~ 14000 0 RENTON~ 129TH re 0 i 0 ...., 3RD CT ("') PL LLJ 1EAT1ERDt1ttNS (,;') PM (SITE) NE ;c ~ 2ND PL 132ND S 0 ~ ST ("') ...., ~ SE l35Tt1 o-j Sf 1.2 Existing use The site is currently comprised of numerous large-lot, single-family parcels with associated lawns, pastures and paved driveways. Some small areas of forested vegetation remain scattered within the existing homes. I I I I I I I I I I I I I I I I I I I Conner -Laurelhurstl#A3-21O B-twelve Associates, Inc. January 28, 2004 Page 2 . Two small, non-regulated wetlands and one regulated stream were found on the site. The site is proposed to be developed into a 139 lot subdivision split with 71 lots on the west side of 138th and 68 lots on the east side. 2.0 METHODOLOGY Ed Sewall ofB-twelve identified and delineated the wetlands on site on October 7,2003. A combination of field indicators (including vegetation, soils, and hydrology) were used to determine wetland edges. Soil colors were identified using the 1990 Edited and Revised Edition of the Munsell Soil Color Charts (Kollmorgen Instruments Corp. 1990). The wetland on site was identified using methodology described in the Washington State Wetlands Identification Manual (W ADOE, March 1997). This is the methodology currently recognized by the City of Renton and the State of Washington for wetland determinations and delineations. The wetland area identified would also be considered wetland using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), as required by the US Army Corps of Engineers. All wetland edges were marked with pink flagging numbered sequentially. Data points were marked with orange and black striped flagging and were labeled DP#_. The wetland edges were surveyed by CORE following our delineation. 3.0 OBSERVATIONS 3.1 Existing Site Documentation. Prior to visiting the site several existing natural resource inventory maps/resources were reviewed. The inventory material reviewed includes the USCS King County Soil Survey, King County Sensitive Areas Folio, National Wetlands Inventory, and the King County iMap website. Soils 3.1.1 Soil Survey According to the USDA SCS Soil Survey for King County area Washington (USDA SCS Snyder et al. 1973), the site and surrounding areas are mapped entirely as Alderwood gravelly, sandy loams (AgC). Alderwood soils are moderately well drained soils formed in glacial till under conifers and are not considered a "hydric" or wetland soil. Although Alderwood soils are not considered hydric soils, they can include small inclusions of hydric soils that were too s~all to map during the SCS soil mapping process. I I I I I I I I I I I I I I I I I 'I I King County Soil Survey Map of site 3.1.2 National Wetlands Inventory Conner"": Laurelhurstl#A3-21 0 . B-twelve Associates, Inc. January 28, 2004 Page 3 According to the US Fish and Wildlife Service NWI map for the site, the only mapped feature on or near the site is a stream on the southwest comer of the site west of 138th• This stream is a small tributary of the Cedar River known as Maplewood Creek and is mapped as R4SBC (riverine, intermittent, stream bed). National Wetlands Inventory Map of site I I I I I I I I I I I I I I I I I I I 3.1.3 King County Sensitive Areas Folio and iMap Conner -Laurelhurstl#A3-21 0 B-twelve Associates, Inc. January 28, 2004 Page 4 King County Sensitive Areas Folio and iMap website depict an unclassified stream on the southwest comer of the site. No other wetlands or streams are depicted on the site. A large Class 2 wetland is depicted on the iMap map several hundred feet to the north and east of the property. A small unclassified stream exits this wetland and flows southeast from this offsite wetland. The stream is depicted several hundred feet from the site also. King County Sensitive Areas Stream Folio map 1523059038 site 1$230S9015 1523OlIlI104 I 5--; 1523Ol1l1103 ! 1$230S9016 1523059017 I I I I I I I I I I I I I I I I I I I 3.2 Field Observations Conner -Laurelhurstl#A3-21 0 B-twelve Associates, Inc. January 28, 2004 PageS As previously described, the site consists ofa grouping of numerous large-lot single family residential properties. Most of these properties are developed with a single family home, outbuildingls and mowed or maintained lawn and landscaping. There are three areas of the site that still contain some forested cover. One is on the east side of 138th at the south end of the site immediately abutting 138th • This small patch of forest includes an overstory of 30-40 year old cottonwood with hardhack and Himalayan blackberry dominating the shrub strata. A portion (3,096sf) of this forested area meets wetland criteria and will be described further along in this report. Areas of mixed forest are present on the west side of 138th on the north end ofthe site. This area contains a mix of 3rd growth Douglas fir, black cottonwood, red alder, bitter cherry and locust in a rolling topography. One small wetland (692sf) was found in this area and will be discussed further in this report. A small drainage ditch on parcels #1523059045, #1523059215, and #1523059038 drains runoff from several properties out to the roadside ditch along the west side of 138th• This ditch originates from an areabehind several homes and appears to be the result of general yard and property drainage. The ditch starts in a shallow depression approximately 2,000sfin size with several cottonwoods and an understory of hardhack and Himalayan blackberry. This area contains some standing water in the winter, but based upon the soils which do not reflect wetland conditions; this area was not determined to be a wetland. It appears to only be wet during winter (non-growing season) and lacking hydric soils, does not meet regulated wetland criteria. Topography of the site is rolling with a ravine on the southwest comer ofthe site abutting a small intermittent creek known locally as Maplewood Creek. A small, man-made decorator pond (approximate size = 1,000sf) is located in a lawn on Parcel #1523059079 on the east side of 138th • After a careful review of this area it was determined that the pond was constructed out of upland soils and not within a historic wetland. This pond is dry most of the year and in the winter runoff from the home, driveway and bam are directed in a pipe into this rock-wall lined feature. Water was observed in the pond in January but was dry on other site visits prior to January 2004. I I I I I I I I I I I I I I I I I I I 3.2.1 Wetlands/streams Conner -Laurelhurstl#A3 -2 J 0 B-twelve Associates, Inc. January 28, 2004 Page 6 There are two very small wetlands on the site; both wetlands are described below; . Wetland A Wetland A (692sf) is an isolated depression that was flagged by NW Biological Consultants in 2002 and the edge was verified by B-twelve in October of2003. The edge was determined to be accurately delineated and was subsequently surveyed and plotted by CORE on the site plan. Wetland A is a small scrub-shrub wetland vegetated with a mix of hardhack, crabapple and willow. Soils within this wetland marginally meet hydric soil criteria with a matrix chroma of2 with few, fine, faint redoximoprhic concentrations. Soils were dry during our October site visit but soil saturation was noted at a depth of -12" in early December 2003. Some ditching and disturbance was noted on the east end of the wetland and appears to have occurred many years ago. The wetland on-site would be classified as PSS 1 C (palustrine, scrub-shrub, broad leaved deciduous, seasonally flooded) using the US Fish and Wildlife Wetland Classification Method (Cowardin et al. 1979). Using the criteria outlined in the City of Renton Municipal Code, this wetland would be classified as a Category 3 wetland since the wetland does not have heron rookeries or raptor nesting trees, and is not located at the headwaters of a watercourse, and was not assigned the Significant #2 rating in the current King County Wetlands Inventory 1991 or as thereafter amended; and does not have minimum existing evidence of human related physical alteration such as diking, ditching or channelization and is not a Category 1 wetland. Category 3 wetlands <5,000sf are not regulated by the City, therefore Wetland A is a non-regulated wetland. Wetland B Wetland B is a small (3,096sf), isolated wetland that was with flags B1-B6. This wetland is located along the east side of 138th and has been ditched and regularly mowed along the roadside. Additionally, it appears the road and the driveway to the south may have created this wetland by backing water up into this area. This wetland is characterized by a dense layer of hardhack and Himalayan blackberry with several small 35-40 year old cottonwoods along the edge. . I I I I I I I I I I I I I I I I I I I Conner -Laurelhurstl#A3-21O B-twelve Associates, Inc. January 28, 2004 Page 7 As with Wetland A; soils within this wetland marginally meet hydric soil criteria with a matrix chroma of2with few, fine, faint redoximoprhic concentrations. Soils were dry during our October site visit but soil saturation was noted at a depth of -4" in early January, 2004. It is still unknown if wetland hydrology is present during the growing season, but due to its small unregulated size, it does not appear to be a critical determination at this time. The wetland on-site would be classified as PSS 1 C (palustrine, scrub-shrub, broad leaved deciduous, seasonally flooded) using the US Fish and Wildlife Wetland Classification Method (Cowardin et al. 1979). Using the criteria outlined in the City of Renton Municipal Code, this wetland would be classified as a Category 3 wetland since the wetlands does not have heron rookeries or raptor nesting trees, and is not located at the headwaters ofa watercourse, and was not assigned the Significant #2 rating in the current King County Wetlands Inventory 1991 or as thereafter amended; and does not have minimum existing evidence of human related physical alteration such as diking, ditching or channelization and is not a Category 1 wetland. Category 3 wetlands <S,OOOsf are not regulated by the City, therefore Wetland B is a non-regulated wetland. Maplewood Creek Maplewood Creek crosses the southwest comer ofthe property. Maplewood Creek is an intermittent stream and no flow has been observed in the channel on any of our site visits in October and December 2003 as well as in early January, 2004. The creek is located in a small ravine and flows to the south based upon observed topography. Streams are regulated under Section 4.4. 130D.4.b under the City Tree Cutting and Land Clearing Ordinance. Maplewood Creek is protected as well as a 2S' buffer measured from the ordinary high water mark, or within IS' of the top of bank of the same. Critical Habitats No "critical habitats" as described in RMC 4-3-0S0B5b were found on or near the site. 4.0 FUNCTIONS AND VALUES The function of the small isolated wetlands on the site is minimal and restricted to a small volume of runoff storage. Maplewood Creek is the only significant environmental I I I I I I I I I I I I I I I I I I I Conner -Laurelhurstl#A3-21 0 B-twelve Associates, Inc. January 28, 2004 Page 8 feature on the site and the creek and its buffer will be left undisturbed from the proposed subdivision. No unusual, rare or listed species were noted on the site. 5.0 REGULATIONS In addition to the wetland regulations previously described for wetlands and streams, certain activities (filling and dredging) within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The ACOE regulates all discharges into "waters of the United States" (wetlands) under Section 404(b) of the Clean Water Act. Discharges (fills) into isolated and headwater wetlands up to 0.5 (112) acre are permitted under the Nationwide 39 Permit (NWP 39). However, discharges that result in over 0.1 (1110th) acre offill (and less than 0.5 acres) will require "Notification" and mitigation at a ratio of 1: 1 (minimum). Washington State Department of Ecology has placed Regional Conditions on the Nationwide 39 permits that are more restrictive than the national regulations. The limits offill can be modified if the agencies conclude that ESA fisheries could be impacted by the proposed wetland or stream fill activities. Due to the increasing emphasis on Endangered Species Act compliance for all fills of Waters of the United State and Waters of the State, both the Corps of Engineers and Washington Department of Ecology should be contacted regarding permit conditions, compliance, and processing prior to commitment to any fill of wetlands or streams. 6.0 PROPOSED PROJECT The proposed project is the construction of a 139 lot plat with associated roads and stormwater facilities. No impacts to the regulated stream (Maplewood Creek) or its buffer are proposed. If you have any questions regarding this report, please call us at (253) 859-0515. Sincerely, B-twelve Associates, Inc. Ed Sewall Senior Wetlands Ecologist I I I I I I I I I I I I I I I I I I I MAPlE CREEK .-" , ..... , ,-- I 1-- C:\Documents Bnd SettingsWI Usets\Documents\B-tweIYe\A3-210-C0nner-Catlo\A3-210-Base. VCD 1/2812004 3096 SF o 100 200 300 400 SCALE: r -200' JOB._......:.A3-.=.....;2=t=0___ DATE: JAN 2004 DRAWN BY: _CM. ____ SCALE:_..:;;...l"=200'_-__ _ REVISED:, ____ _ DESIGNER: --=E=S __ EXHIBIT A Ecological Services 1103 W. Meeker St., Suite C -Kent, WA 98032 253-859-0515 Fax 253-852-4732 LALREl.J-l.RST PRELIIV1INARY PLAT CITY <F RENTQ\J, WA I I I I I I I I I I I I I I I I I I I ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL v.E ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-0515 .B~ /i;:> '"" "t=-.,..{ /?uor4/eJ,. ~.-. Project Name/#: Laurelhurst Date: 10-7-03 Investigator: Ed Sewall Data Point: j) ~ I Jurisdiction: Renton State: wtt Atypical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % 1. ::IrlJ LlIwt;l"C'~_", ( o~1.. /~ 2. r- 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: NY Hydrophytic vegetation criteria met: Yes No Marginal Comments: f"~Jc.. ",,1 ___ b I ~I.!,..) t.~cl" ...-P pp,..-ttA. SOILS Mapped Soil Series: Alderwood On Hydric Soils List?: No Drainage Class: MWD Df!Pth(O in) Matrix color Redox concentration color Texture ,:>. /bYIZ -:i/"L m. ltin. 5Y :J.L3 C~ ,A ~~~ ~o , m. - in. -Organic soil_, Histic epipedon_,.Hydrogen sulfide_, gleyed-, redox concentrations.!:!...! redox depletions-, pore linings-, iron concretions-, manganese concretions-, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil)_. clv-e>""' ... u..,c 3 Hydric soil criteria met: Yes N; Basis: Comments: 1'1 -1"\.4 1t?"._J. ,sc>/I rvrrj>",,.,d,,? ~,-./ ""1/.;"(i'-c'---. o--r 3~4 I , HYDROLOGY Recorded data _, inundation , saturation ,watermarks ___ , drift lines ___ , sediment deposits ___ , drainage patterns Wetland hydrology criteria met: Yes No Basis: ll,-01"'1r-.J v--'7 . Comments: st......,,4'1 w .... ,;£..,. lY) b"] ~--,., r", '"' II;F" + .;L,."" ,\-.... r<--) f/~ S~~ARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?: . Hydrophytic vegetation~1N Hydric SOils:~Wetla~OIOgy: Y.IiJ Data point meets the criteria of a jurisdictional wetland?: Ye No I I I I I I I I I I I I I I I I I I I ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) Project Name/#: Laurelhurst Jurisdiction: Renton Dominant plant species 1. 5,4"~" 010 v!t!.:..s,t' I Ii> 1"-"" 2. ryrvl r1/fC .... B-TWEL VB ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-0515 Date: 10-7-03 Investigator: Ed Sewall State: w~ Atypical Analysis: Stratum VEGETATION Indicator /=;t9-Cw !="/fc.w Wttt-/ A- Data Point: DjJ 1J-.1 Problem Area: Coverage % 3. ________________________________________________________________________________ __ 4. ________________________________________________________________________________ ~ 5. ____________________________________________________________________________________ _ 6. ________________________________________________________________________________ __ 7. ____________________________________________________________________________________ _ 8. ________________________________________________________________________________ __ 9. ______________________________________________________________________ ~---- 10. ____________________________________________________________________________ __ % of species OBL, FACW and/or FAC: ,/ -GJ Hydrophytic vegetation criteria met~'-;lo..>M!.:...=..:N'""o'_'M=a~rg ... in..,a ... I ________________ _ Comments: __________________________________________________________________________ __ SOILS Mapped Soil Series: ____ ~A~I=de!::::rw~o~o~d _________ On Hydric Soils List?:--'N.'-U<.o _____ Drainage Class:---".M"'-'-'WD-=-____________ _ Depth(O in) Matrix color Redox concentration color Texture l~in. __________ ~/~O~~~~2~/~~~ ________ ~~~~~>,~;;~/~~~7~.~~~~~~r ____ ~7~s~L-~ ________________ __ __ in. ______________________________________________________________________________ _ __ in. _______________________________________________________________________________ __ __ in. ________________________________________________________________________________ __ Organic soil_, Histic epipedon-, Hydrogen sulfide_, gleyed-, redox concentrationsL. redox depletions_, pore linings-, iron concretions _, manganese concretions -' organic matter in surface horizon (sandy soil) -' organic streaking (sandy soils)_, organic pan (sandy soil) . Hydric soil criteria me~ No Basis: __________________________________________________________ _ Comments: ________________________________________________________________________________ __ HYDROLOGY Recorded data_, inundation, ___ ----" saturation _____ , watermarks _____ , drift lines _____ , sediment deposits _____ , drainage, patterns_____ ,...., 0 J Wetland hydrology criteria met:~ No Basis: ___ .. _s;:.:s:..:v::....;~;...:,:::....._7".,:....-.:k~-i1"1-....:/-"'----==~-=c.c:..;:J2i==:a ... !..7+---=:s::....;"'\.:;...I--=.:."\.:...r __ -....!/'_'Z-==-__ , _AJ--.:/)_~....::c.=--Comments: ________________________________________________________________________________ __ SUMMARY OF CRITERIA Soil Temp. at 19.7" dept!l;_ Growing Season?: ~IN Hydrophytic vegetation~___ Hydric soils&NWetland hydrology~1N Data point meets the criteria of a jurisdictional wetland?:~No I I I I I I I I I I I I I I I I I I I ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL 'VE ASSOCIATES, INC. 1103 West Meeker Street, Suite C Kent, Washington 98032 (253) 859-0515 wc-I'Y <> Project Name/#: Laurelhurst Date: 10-7-03 Investigator: Ed Sewall Data Point: DfJ~7- Jurisdiction: Renton State: w1" Atypical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % 1. ~"/""J b,!.rv"k.-. -r F-A-C- 2. ~/N!!I. do"".;t. 4.t./~, r FA-CW 3. vb.v.J:. ~,3't:'~4_ S t="A C t.-) 4. J'...,,..,c. v J. ~ r:::r"2. V....I ,H-~A-c..v.-J 5. 6. 7. 8. 9. 10. % of species OBL, FACW andiorFAC: 73 Hydrophytic vegetation criteria me6eS)No Marginal Comments: SOILS Mapped Soil Series: Alderwood On Hydric Soils List?: No Drainage Class: MWD Depth(O in) Matrix color Redox concentration color Texture &in. /0 Y/l -Z/I ;Z~ ~!e:I _in. _in. _in. Organic soil_, Histic epipedon_, Hydrogen sulfide-, gleyed_, redox concentrations-, redox depletions_, pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)_, organic streaking (sandy soils)_, organic pan (sandy soil) . C' iv-o /'"\. C\. / Hydric soil criteria met0~ No Basis: c=>'F Comments: HYDROLOGY Recorded data -' inundation , saturation ,watermarks __ , drift lines __ , sediment deposits __ , drainage patterns J,-r'1 h .kdl.." 1/ VN~{1/,,..J A/s() Wetland hydrology criteria met: Yes No Basis: ~.., 1 /- Comments: t!IC,..L "T"'-J .... _ tl4'. .,..--,A/k/,J CD:':;:}u /J. f , I~ ~...,.17 ,roW'~ s-".. .. ., SUMMARY OF CRITERIA 19-.$ 1/ """,,f ... .f -f1,;1S th>-c. • Soil Temp. at 19.7" depth: Growing Season?~ Hydrophytic vegetation~ Hydric soils: i?ZN W etland hydrolog~ Data point meets the criteria of a jurisdictional wetland?~ No I I I I I I I I I I I I I I I I I I I ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL v.E ASSOCIATES, INC. 1103 West Meeker Street, Suite C J Kent, Washington 98032 (253) 859-0515 Project Name/#: Laurelhurst Date: 10-7-03 Investigator: Ed Sewall Data Point: lJ~~ Jurisdiction: Renton State: I/V'~ Atypical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % 1. ?e>/7v IVJ 641.s1t""J;;.,...~ r-/k:.. , F/77:.--2. ..5"""~" ~""Y/ ... ,[.; . 3. T;q; ;,/"::>,,, '/~ /=/1c.. U 4. _~-.!",...... ..~ ..... I "'!::!. 5. 6. 7. 8. 9. 10. % of species OBL, F ACW and/or F AC: t~ Hydrophytic vegetation criteria m~ No Marginal Comments: SOILS Mapped Soil Series: Alderwood On Hydric Soils List?: No Drainage Class: MWD Depth(O in) Matrix color Redox concentration color Texture Lin. /()'t../L 1.1 'f I~in. / t>Yf'I-::J / 4- in. -in. -Organic soil-l Histic epipedon-l Hydrogen sulfide_, gleyed-l redox concentrations-l redox depletions-l pore linings_, iron concretions_, manganese concretions_, organic matter in surface horizon (sandy soil)-I organic streaking (sandy soils)-I organic pan (sandy soil)_. Hydric soil criteria met: Yes 8:> Basis: /Je:J ,;..d ,(',-~,[ > Comments: HYDROLOGY Recorded data-l inundation , saturation ,watermarks ___ , drift lines ___ , sediment deposits ___ , drainage patterns . I~' ~<..h-...r Wetland hydrology criteria met: Yes @ Basis: ,ll/Q Comments: SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?:E}N Hydrophytic vegetation:& Hydric sOils:~etla~~OIOgy: YrID Data point meets the criteria of a jurisdictional wetland?: Yes I I I I I I I I I I I I I I I I I I I ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-TWEL VB ASSOCIATES, INC. PetreA!:; " e-o.j ~ 1103 West Meeker Street, Suite C Kent, Washington 98032 Top ,,1= J.,I h:..~Q./'t .... eJ,-J P."....,i\ +5" (253) 859-0515 IS'7..30setO /-~:S-(,)'" l),P..tt:Af Project Name/#: Laurelhurst Date: ~ Investigator: Ed Sewall Data Point: Jurisdiction: Renton State: /.NA Awical Analysis: Problem Area: VEGETATION Dominant plant species Stratum Indicator Coverage % l. PoAvlvJ b.~6,,-:r:.-.c., -,-r=4-C... 2. S ::r::,r:!o eJov~ I~ s J (' .s ;C,k."" 3. ~tr~~ L......... c:l .... ,... '),,~ H FAC(..I 4. . t1.,.,...~ 1v,2: c~,.,..., ..... /--<--~ rAe v 5. rf-tA,'.!ti,.o, 1ft v,ll~ ,4-Fl"tcv 6. I 7. 8. 9. 10. % of species OBL, FACW and/or FAC: -+c> Hydrophytic vegetation criteria met: Yes ® Marginal Comments: SOILS Mapped Soil Series: Alderwood On Hydric Soils List?: No Drainage Class: MWD Depth(O in) Matrix color Redox concentration color Texture IJ in. /t:> YIZ 2./2 1-"'~l:/~ /.. ... in. -in. -_in. OrganiC soil-, Histic epipedon_. Hydrogen sulfide_, gleyed_, redox concentrations_, redox depletions-, pore linings_, iron concretions-, manganese concretions_, organic matter in surface horizon (sandy soil)-, organic streaking (sandy soils)_, organic pan (sandy soil)_. 1~::,.j·~.J-Hydric soil criteria met: Yes~ Basis: I'-'~ Comments: HYDROLOGY Recorded data , inundation -,saturation ..,. 2-r' ,watermarks ___ , drift lines_' __ , sediment deposits ___ , drainage patterns . /,I",,--,!u. £)n~1 Wetland hydrology criteria met: Yes ® Basis: ~(,!,""/...'~<!. ,-v,"/ , .... r-.v/~ Comments: ~l"w, 1i T ~ SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season?:~ Hydrophytic vegetation:..Y!1&5 Hydric sOils:..Y0vetla~OIOgy: ya<{l Data point meets the criteria ofajurisdictional wetland?: Ye No I" I I I' I I I I I I I I I- I I I I I ,I ~ CORE ~DESIGN Core Design, Inc. 14711 N.E. 29th Place Suite # 1 0 1 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PRELIMINARY STORM DRAINAGE CALCULATIONS FOR THE LAURELHURST PRELIMINARY PLAT Prepared by: Project Manager: Core Project No.: Date: RENTON, WASHINGTON James A. Morin, P.E. Robert H. Stevens, P.E. 02052 February 2004 ENG I NEE R I N G . P LAN N I N ,G . 5 U R V E YIN G I I I, I I, I I ,I I 'I' I I I :1 I I I I I -~ LAURELHURST PRELIMINARY PLAT TABLE OF CONTENTS 1.0 Project Overview 2.0 Off-Site Analysis 3.0 Flow Control/Water Quality Facility Analysis and Design 3.1 Hydraulic Analysis 3.2 Existing Conditions 3.3 Developed Conditions 3.4 Detention Routing Calculations 3.5 Water Quality Volume .. ~ CORE ~OfSICN I I I I I I I I I I I I 'I' 1.0 PROJECT OVERVIEW The Laurelhurst Plat is located in Section 15, Township 23 North, Rang 5 East W.M. near the intersection of 138th AVE, SE and SE 132nd ST in Renton, Washington (See Figure I-Vicinity Map). The site is approximately 33 acres. The project proposes to construct 138 lots with the supporting roads, curb, gutter, sidewalk and utilities. There is a 2.1 acre area in about the middle ofthe site that is not part ofthe project. See Figure 2-Site Plan, for the overall site plan. The existing site is a 50/50 mixture of forest and pasture with individual homes and outbuildings scattered through out the property. See Figure 3-Landcover for a scaled aerial map of the property. The City of Renton requires Level 2 flow control and the Basic Water Quality menu for the site as specified in the 1998 King County Surface Water Design Manual. The on-site generated runoff will be conveyed to a combined detention! water quality pond in the southwest comer of the property. All drainage discharge from the pond will be conveyed via pipe to Maplewood Creek as shown in the plan. ,,.............. CORE ............... Df5ICN ,I I I, ,1'- I ,I I I I I I II ,I I I 2.0 OFF-SITE ANALYSIS Upstream Tributary area The site is located at the top and edge of a drainage basin. Offsite stonn water does not enter this. There is a 5.5 acre portion of the site that flows to the east that will be redirected to the west as. This area has seen resent stonn drainage . improvements to mitigate flooding problems along the adjacent stream corridor. This project proposes to relieve some ofthe still remaining flooding problems by redirecting the runoff from this 5.5 acre portion back to the west and into the projects detention! water quality pond. Included, in the Appendix of this report, is a complete King County Water and Land Resources Division complaint list for this area. The only area that enters the site from upstream is the 2.5 acre portion at the northwest comer of the site. Currently this area is about 70% pasture and 30% forested. This area will flow through the pond but it is assumed it will have its own detention and water quality facility when it is developed. See below for a detailed narrative of the remaining downstream system: Downstream Analysis See Figure 6-Downstream Hydrology, as an aid in the following discussion. On January 14, 2004 A site visit was conducted. The weather was cool, 45 degrees and overcast. The week prior to this site visit was moderately rainy and cold. The downstream portion of the investigation began at the southwest comer of the project where the proposed outfall from the pond will be. This area is a steep, forested slope. The stream channel the area of the proposed pond outfall is wooded and steep. Final exact location of the stonn pipe for the pipe should be adjusted to miss medium to large trees that protect the existing bank. The energy dissipater proposed at the edge of the Maplewood Creek will be located near an existing structure that conveyances stonnwater from the plat to the west along Bremerton Ave. This outfall is about 30-feet upstream of the one proposed On the day of this report the stream was flowing, the water surface was about 10 feet wide with gravel and large cobble-stones visible. Slow pools of water show signs of sediment deposition and steeper stream channel areas show signs of bank erosion and scour. The stream channel is heavily wooded with alders and low brush in this area. Approximately 0.3 miles downstream of the proposed pond the stream valley opened wider and this stream combines with a stream that flows from the east. This stream conveys the flow from the eastern 4.2 acres of the project site. ,~ CORE \ .... _,,/D[5ION 2-1 I: ~I I I I I III II I' I I I From this location the stream valley opens even more. Isolated pools of sediment deposition and steeper areas of erosion exist along the channel here. This continues until 0.8 miles from the discharge point where the stream enters a pond at the North-East edge of Maplewood Golf course. Downstream Analysis -Special Note The drainage area located on the eastern edge ofthe property receives approximately 5.5 acres of runoff from the project site as detailed in the first paragraphs of this section. This area, known as Puget Colony Homes, has had significant storm water runoff complaints (see King County Drainage Complaint Map and individual complaint reports) received by the county both before recent conveyance system improvements and after. Rather than adding flows to this problematic basin and exacerbate the situation, this project proposes to remove the 5.5 acres from this basin and redirect it to the proposed pond which discharges to a basin with more capacity. This redirecting of storm water will very likely reduce the level of problems in the Puget Colony Homes project. Note both these basins combine approximately 0.8 miles downstream of this project. ,~ CORE ~'DfSfGN 2-2 I • I 'I , I 'I I t I I I From this location the stream valley opens even more. Isolated pools of sediment deposition and steeper areas of erosion exist along the channel here. This continues until 0.8 miles from the discharge point where the stream enters a pond at the North-East edge cifMaplewood Golf course. Downstream Analysis -Special Note The drainage area located on the eastern edge of the property receives approximately 5.5 acres of runoff as detailed in the first paragraphs of this section. This location has many storm water runoff complaints received by the county both before recent conveyance system improvements and after. This project proposes to remove the 5.5 acres from this basin and redirect it the proposed pond which discharges to a basin with more capacity. Note both these basins combine approximately 0.8 miles downstream ofthis project. .~ CORE ~DESIGN 2-2 -I I I, I I I I- ,I, I I I 'I I I I I I ,I I :0 ~ aAV' z () to .-. :i ~ -- I (l <[ r: ... >-§ t-Cf\ -u Z = -u -> EB ~ QJ ~ = ~ .-~ I I I I I ,I, I' I f 'I I' I I I .1' I I" II, I GQE'S PLACE VOL 85, PC'S 12/13 SEC. 15, TWP. 23N, RGE 5E.? W.M ~ 1 __ I v ; PUGET COlONY HOMES SCALE: 1" = 200' 100 200 400 I I I I i FIGURE 2 ~ COlli ~DES/GN 1471 I NE 29th Ploco, #101 BelleVIM. Washington 98007 425,885.7877 Fa. 425,885.7963 ENGINEEIlING, PLANNING· SUIlVEYING LAURELHURST PRE. PLA T DATE JAN, 2004 SHEET OF DESIGNED JAM 1. 1. DRAWN JAM PROJECT NUMBER 02052 I, I I' .1 'I' Ii 'I I; I I I ·1 ·1' I \1 I I I 1\ SEC. 1~ TWP. 23N, RGE 5£, W.M SCALE: 1" = 200' 100 200 400 !! I I I FIGURE 3 CORE ~DESIGN 14711 NE 29th Plac~1 #101 BeIleYtle, Wcuhington 98007 425.885.7877 Fox 425.885.7963 ENGINEERING· PLANNING· SURVEYING SITE LANDCOVER LAURELHURST PRE. PLA T DATE JAN, 2004 DESIGNED JAM DRAWN JAM SHEET OF :1 :1 PROJECT NUMBER 02052 'I I, 1\ I I; 'I f 'I I I ,I, I II I . f ~ /" ~--...... ,~---.:i~-"" .. SEC. 1~ TWP. 23~ RGE 5£, w.M. PED BASIN st , .,.t-..... _ .. ,~ \. \ . ~.~, \ \ 'l , " '. J . '\ ,~ --l':'t...·)/ ..... -.. -:~jg."~~-<l!ii!lii:l l ,; § ( l> , l ; ~ ~ 50 \ ; f ~ ~ ~ SCALE: 1" = 200' 100 200 400 I I , FIGURE 4 ~. COIlE ~DES'GN 14711 NE 29th Place, #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING· SURVEYING EXISTING SITE HYDROLOGY LAURELHURST PRE. PLA T DATE JAN, 2004 DESIGNED JAM DRAWN JAM SHEET OF :J. :J.' PROJECT NUMBER 02052 I I I I I' SEC. 15, TWP. 23N, RGE 5£, w.M. DEVELOPE .34:4 st BASIN \ \ J \ \ l \ --...:,.. \ /l \ '~T--/1-""";IlRlii~~1I~M ~ If ! 1 ~ , A jj ~ SCALE: 1" = 200' 100 200 400 I I I FIGURE 5 14711 NE 29Ih PIca., #101 Bellewel Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING· SURVEYING DEVELOPED SITE HYDROLOGY LAURELHURST PRE. PLA T DATE JAN, 2004 SHEET OF DESIGNED JAM :L :L f ! ~----------------4---------~------~ , DRAWN JAM PROJECT NUMBER 02052 I I 'I ,I 'I c, I 'I :1 ,I 'I I " 'I ,I I I ,I, !I,' ,Ii 'I' " ' SEC. 15, TWP. 23N, RGE 5E, w.M. I , Ld "" 0::' ~)i }-~<~~; -.-. -..:r. } I , I I I .ll I II , I I ! I A :tt ~ SCALE: 1" = 400' 200 400 BOO ; I , FIGURE 6 ~ CO. ~DESIGN 147J I NE 29th Place, #10' Bellevue, Washington 98007 425.8857877 Fa. 425.8857963 ENGINEERING PLANNING· SURVEYING DOWNSTREAM LAURELHURST DATE JAN, 2004 DESIGNED JAM DRAWN JAM HYDROLOGY PRE. PLAT SHEET OF 1. 1. PROJECT NUMBER 02052 I I ,I· I I I I I I Map Output Page 1 of2 <® King County __ News Services Comments -U"4·· ~l\Inly Boundary 0 Legend lallss <lnd l.l/ge Ril/er.; 0 Thomas Brothefli Map Page ;./ Streams .Il,. SWS Orainaye Sludies III 1990 National Wetland Inventory II SWS NeighbomoocJ Drainage INi31Ia'ids ProjOcts ~ 1990 King C4:lunly lh'etland Survey • SWS Regional StOm'IWaler D ParQ)1 Facl!llies D Oilias 0 SINS Residential Slonrr. ... aler Fadlilles ;./ Slmsls 0 WlRD OJainage C4:Jl1'Iptaints map sources County makes no representations or warranties, express or Implied, as to accuracy, completeness, tlm.~lIn'U;:A_ Inf~'nnJ~tinn_ King County shall not be liable for any general, special, Indirect, Incidental, or consequential damages but not lost revenues or lost from the use or misuse of the information contained on this map. Any sale of this map or on this written By, visiting this and other King County web pages, you expressty agree to by terms and conditions of the site. T!l!t~~ls, .. JCOrrL~~~~~!~~:ce~!!~~rv~&~~~~!~!!~!=~!':nc002/6J2004 8-DEC. 22. 2003 .f>- 10: 40AM KC WLRD NO.415 P.2/19 KING COUNTY DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT OIO'ISION COMPLAINT INVESTIGATION REPORT NAT.URE OF COMPLAINT: C_ ... SEC 1WP CATION: ~ '<;",._/:1.. '2-KROLL PG. _~+-"' __ COMPLAINANT: D.o u~ lQ'tob. . COUNCIL DI5T. ~ ~ ~HoM~ 25'S' ... ~Si") ddress I 4 () .11 SCI It '2.. ~JI .)t City ~ State 'Z1p<;Ap", WORK::2," r.. -44' ~ , MPLAINT RECEIVED BY: DETAILS OF INVeSTIGATION: No Cl Photos:Yes er::: No 0 I ~ I On site 3-15-91. The area of concern is relatively level with a general slope from north to south. There is vacant property north of SE 132nd St that has been ditched to 132nd. To the west is I I I I t a private residence that is ditched and culverted under an access road to an RID pond. and this is draining to the vacant property. The RID pond also drains to the vacant lot. Ditches and culverts were clean and functioning. This run off is then culverted under 132nd and to the south • . Photo 1) Fenced RID pond north of 132nd. . 2l Looks west at end of 132nd and access road to right. 3 Looks east at ditch on north side of 132nd.Cross culvert beyond truck. ~ Ditched area that drains into ditch on 132nd. MPLAINT INVESTIGATED BY: DATE: ~ -I B -. I -DEC.22.200~10:40AMo-KC WLR~DD-· ________________ .r:!NlQ.O~.4ll1.3S_~P.;.;.3~/:!129 ___ _ Sketch --;&;& .,. 1 ! ( Ic.t 0 t( . , M" .r --.,.... .. ,\" II' \ r1. '.' n OEC.22.2003 10:41AM KC WLRD NO.415 P.6/19 KING COUNTY DEPARTMENT OF PUBLIC WORKS SURFAce WATER MANAGEMENT DIVISION ~ ---------------------~~~~:.~.' COMPLAINT INVESTIGATION REPORT !~ --... SEC .2aRGE ~~~:t:Jd~:L-~~~-Jl~~---!.=t!L:~===-~~~_..2..4r-1~~1 ~OLL PG. ""'130&.:10 ___ _ ;--t.,;~!IiiIo.!:~.......L.l~~~---,""__!"-\--------~~~1 COUNCIL DIST. _ti __ _ • IJ ... il t::::.. e 1023'"d. t!.~ ( Ho~! 23lo-1/()'O .ddress (-,0-.-. 'J~;;II';;;;I City ~tJ state~ WORK: DETAILS OF INVESTIGATlON: Sketch on reverse side: Yes 0 No a Photos: Yes a _No 0 I /V' . CloInIIlJ' I I I ,I I "",""'-'lJ4.II" INVESTIGATED BY: :1 I I I 'I I, I I I, I , 1 I,: I DEC.22.2003 10:41~M KC WLRD Kinf!' CU\ln'~' [.).rc'\nh't' TIM HILL "Ol'll;.ln~ CIIlIllI\' CIIIII'lhmll'" !I)" Thlrtl A',-/l',1I' ~1I'11". WIt~hlll~'11/1 ~tI"Li (206) 29& ... U-,O January 14, 1991 Mr. Benn O. Lamb 14105 Southeast lJ3rd Street Renton, WA 98056 . RE: Drainaoe Concerns -Southeast lJ3rd Street = . Dear Mr. Lamb: ~" NO.415 ';.".I"~.",. .......... ,.~ •• ... •• ·~'!· .... "'I1I. :. . ... P.7/19 Thank you for your November 25. 1990 letter expressing your concerns about surface water problems on the street in f~on~ of your property. The Surface Water Management Division has completed the "YahnDra1nage S~udy, Phase 11.'1 The first phase of this study identified all of ~he prob1ems with this drainage basin and the magnitude of those problems. The pnase II por~ion of the study identified so1utions and recommendations for solving these problems. The study has recommended three areas which must be addressed ~o solve the problem on your street: (1) to provide an adequate upstream s~orm water. storage facility; (2) to increase the capacity of the drainage system in the basin; and (3) to provide erosion protection of the downstream natural chan- nel and reduce tne siltation of the Cedar River. Base'd on the results of the, study, the proposed solution to the flooding and I, erosion problem$ will require a Capital Improvement Program,(CIP) project I, estimat~~ ~~@Q.O,OQCt. Thi s 'project cannot be' started until a1l ex; sting CIP , :I'.; ,,!.~ ""::::"-project commitments are fulfilled. The Surface Water Management Division has a t .!. ,', commitment to design and construct S12~3 million in CIP projects ovel'" a five- :".;().) . .!'.''/ year peri od (19B7 -1991). These CIP projects address ser; ous fl oodi n9 and ero- . sion problems similar to' the prob1ems you are facing. All available funds are b~ing used to address these problems and, without additional funding. your CIP project cannot be constructed in 1991. . The Surface Water Management Division will consider this CIP projec~ for funding as part of a new f;v&-year CIP beginning ir. 1992. This S300.000 project wi11 likely be high on the priol'"ity list. Piease be aware, however, that there are unmet CIP project needs in King County estimated at over sao millfon. Given this demand for projects, this project must be evaiua~ed along side other com- peting projects and scheduled aCcordingly. -. ~-\::-: ""_'.~_""'''.' I ~ DEC.22.2003 10:41AM I ~~l 1~1 Mr. 8enn O. Lamb January l4, ·199i Page Two 1'lO.415 P.8/19 I Your request to clean the open ditches was inves'tigated. The ditches appear to be clear of debris and are functioning correct)y. The reason the area floods is due to a hek of capacity in the pipe system that connects to the open ditcnes. I These pi pe systems are on K 1 n9 County ri gnt-of .. way and on private property, To correCt the hck of capacity in this system, it will reQuire the CIP projtct that was identified in our engineering study, 1-The issue of the two mObile homes on one site is a temporary ccndit1on. Tne -second mobile home was installed because of a medica' hardship. Before this was allowed by the Building Gnd Land Development Division. a notice was sent to I neighborjng property owners .for their comments. Tne Publ;c Health Department _ approved the septiC tank system for these mobile homes.-The Surface Water Management Division will investigate the filling of the open ditCh to determine I, if the drainage has been.impacted by the site changes. Thank you again for bringing your concerns to II\Y attention. If you need addi- tional information concerning the drainage problem, please c.ontact Jim Kramer, 1--~S~UT1'r~faCe Water Management Division Manager~ at 296 .. 6585. I I I I I I I ,I I Sincerely, Tim Hill King County Executive TH:BO:lm (0108-4,5) cc: Lois Schwennesen, DirectQr, ParKS, Planning and Resources Depart~nt ~: Gregory Kipp, Manager, Building and Land Development Division Gary Koh1er, Manager, Resiciential Products Section Bruce Miyailal"a, ACi:ing Director, S~attl!-K;ng County Department of Healtl1 Paul Tanak~J Director, Department of Public Works hTTN: Louis J. Haff, County Road Engineer, Roads and £ngineering Division ----Jim Kramer, Manager, Surface Water Management Division DEC.22.2003 10:41AM KC WLRD NO.415 P.9/19 KING COUNTY DEPARTMENT OF PUBLIC WORKS SURFAce WATER MANAGEMENT DIVISION aC.f:))'NAI COMPLAINT INVESTIGATION REP~ ssl/ Date FIe!:'G: NATURE OF COMPLAINT: rido. vAl' 6- MPLAINT RECEIVED BY: DETAILS OF INVESTIGAnON: Sketch 011 reverse sIde: Yes Cl No Cl Photos: Yes Cl_No 0 ~I~ I, I , I· I I OMPLAINT INVESTIGATeD BV; DATE: ON TAKEN: C,,~~{~+ ( .... ~~rI..: aF' ~t(lI\~ ~l"'~e.(, a..cJ/",f;I!..-~~ J?j.20/'1( I ~ lI"'-~ I e . .t-lv, I .' No 11.I!. + ~g I ~mplainant advised ot action possible or taken by: Phone 0 . Letter'rz( Personal Contact 0 /J, //J lomPlaintActionHandledBy ~A",h>" $r\Jt!JtJ CIOSed:B/2.o/Q ( OK'd:.fdtJf.Kt , ... ~ f ro:.: ... "I~II 10: 42AM KC WLRD NO.415 P.10/19 .' KING COUNTY DEPARTMENT OF PUBLIC WORKS ~ SURFACE WATER MANAGEMENT.DIVISION C C F if'? COMPLAINT INVESTIGATION' REPORT 7W ;'J? i~·~ __________ --____ . ______________________ ~~O~iZ~v--~5.r.~ :--Date Rae'lS: " - NATURE OF COMPLAINT: jtf. II/AU ! ' Z. 3 . '1 I I I I I I ETAILS OF INVESTIGA110N: Sketch an reverse side: Yes 0 No Cl Photos: Yes Cl_No Cl Culntlty OMPLAINT INVESTIGATED BY: TlON TAKEN: fl\. ~\ La""Jp t<} r;..~ c'"" r;fQ.+u. s 0 ~ C; WI1Il -F='M 5 C4..~("(':)~ s Lot-~ ':3 7 J'1<.{. '~o a.ct. r~ , CATE: f~ Q.+fa.c~ e-lB-'i( Ietfu" Complainant advised of action possible or taken by: Phone 0 Letter ~ Personal Contact CJ ImPlalnt Action Joiandled By <;lI\ W Closed: '4 s L rt { ,~,., OK'd:~ Imllall I -I I- I I . i'l I I 'I I , I I I I I I I I DEC.22.2003 10:42AM KC WLRD NO.415 P.l1/19 , '(' " .,JrI\ , '" ~ ,»Ct' ~~~ ....... 0 14105 SE 1:;:; aenton, ~A 98056 20 August 1 991 Surfa.ce Tllater ~IIana.gemen't Division 400 Yes~er Seatt~e. WA 98104 Dear Mr. Xra.m.er: As you can see from the attached cOP1, we here in ?uget CO~On3 have lived up to our part of the agreement Ye struck in June. Chr1sa.nd Barbara Orosby have been given copies of the permission forms to let County repair crews have access to their property_ These forms were received by them on August 19, 1991. I think that the rest is now up to you. If you have not recieved the forms baok signed in a reasonab1e ~ength of t~e, then we here in Puget Colo~ would expect the County to take enforcement action against the Crosbys. If the County sees fit not to fo~o~ through with this, then we here ~ Paget Colony will be forced to seek other remedies avalla.ble to us at la.w. I rea.l.1.ze that this is a strong letter,-but "throWing down the gaunt1et" is not what it is a.bout. I want lOU to understand. that thi.s neighborh.ood is very serl.ous in this matter, and we wil~ not let it rest until we have a satis£actory resolution. co: ?andy Snow ',ves .?hlllipps :hris ~ 3arbara ~rosby ~~a.nk you, ~v 3exm u. Zlamb I . DEC. 22. 2003 10:42A~. KC WLRD . • ~/~\i©~U~--... ' .. · .. -rt''tjIa· .. '"". -S" ' •• • 1 5 t·· , , Y U ~ "Us 21\991 I I I I I I I I I I I I I I I I I Xing Oounty Counc1l. King County Courthouse Seatt~e, WA 98104 . 'Dear Wes: 14105 SE 1'3 Renton, WA 96056 1 9 August 1 9~1 Dan Leonard hae played "te~ephone tagU with you for the past few days, and I-decided that a 1etter might make more se~se at this pOint. In our June meeting here in Puget Co~on;y, I agreed to get signatures from owners of two ~ots. Those Signatures would permit County repair veh1c~ea/personne~ on the respective lots. Mr. Leonard recieved a fax from Bandy Snow, SWM, on 7-18. The fax was the forms, which the property owners had only to sign. I brought them Iround and got them signed and mailed ba.ck on 7-19. These signatures were obtained by me in good faith, lacking infor.mation which is readi~l avai~ab~e to County employees, which states names and addresses of legal owners. Nov, it seems, one of the signatures I obtained was not, in fact, a property owner's. With the he~p of Mr. Snow I got the name and address of the owners, sent them a registered ~etter explaining the Situation, enclosed the forms to sign. and instructed them to return them to Mr. Snow a.t SWM. I recieved a call from Barbara Orosby. one of the ownera, this afternoon. (The other owner is Ohris Crosby; addres~: P.O. Box 2851, Renton, WA 98056.) She stated that she wanted to cooperate, but did not want to sign the papers because the outfit which is installing the drainfields to~d her to give no one aooess to he~ property. I pointed out that the County agreed to return the property to its original condition, and to~d her that if she refused to sign, she might provide a cause of action for the County or for us in the ne~ghborhood. She asked to speak to someone "in authority.1I Jim Kramer's phone number. . I ga.ve her The point of this l.(~tter i~ to keep you posted on the status o~ this matter, and to let you know that I am beginning to feel the agreement which flowered in June is rapidly beginning to wilt in ~ugust. I I I I I I I I I I, I I I I I I I I I DEC.22.2003 10:42AM KC WLRD NO.415 P.13/19 it ;, ri "j' t , • I " ,', J'%.:,' Li:-">;' _ ,' .... _"·b h ~==I_;;= _ A::a.ything you.can do to move this along ,would be greatly appreciated. co: RandY' Snow Jim Kramer Bruce Liang Thank you, ~ 0 .,.... ..... Belm O. Lamb DEC.22.2003 10:42AM KC WLRD .r "."..~ ! -. ..; . ~ 1'e:.·-.;--. . . " ...... ~ . ,.......:.-.... ~ --...... King County Surface Water Management Division Departmenl of Public Works Yesler BuUding 400 Yesler way • Room 400 Seattll!, WA S810+-ZG.3'1 (ZOG) 296-6519 August 26, 1991 Mr. Benn o. Lamb 14105 Sautheast lJJrd Street Renton, WA 98056 RE: Puget Colony Project Dear Mr. Lamb: NO.415 P.14/19 ;,WIV\ O~-__ Thank you for your August 20, 1991 letter concerning the planned repair of the pipe across Lots 37 and 44 of Puget Colony Hames. Chris and Barbara Crosby have both expressed their willingness to grant access to County forces to repa i.r the pipe across thei r property. I expect to shortly rece1ve their written penmiss10n in the fonn of the temporary access easement and right of entry documents which were forwarded to them. Upon receiving these, we will schedule the project at the earliest possible date. . Thank you again for your concern and assistance in this matter." If further infonmation is needed, please call Randy Snow, Drainage Investigation Unit Engineer, at 296-6519. S1ncerely, Jffram1?/F<>r Manager JK:RS:vs M22:LT12 cc: Bruce Laing, K~ng county Councilmember @ ....... '. ...• ATTN: Wes Phillips. Legislat1ve Aide Tim Hill, ~ing County Executive Chris and Barbara Crosby Dick Thiel, PtE., Manager, Engineering Services Section ATTN: Curt Crawford, P.E., Acting Supervising Engineer, Drainage Investigation Unit I I I I I I I I I I I DEC. 22.21211213 1121:43AM KC WLRD NO.415 - Received by: Receivtd from: - KING COUNTY SURFACE WATER MANAGEMENT OlV1SIO DRAINAGE INVESTIGATION REPORT Page 1! INVESTIGATION REQUEST (please print plainly for seanning). (Cay) P.15/19 NAME:,_---=])~lj71::;;...;;.....;.;:)yp~...;..s.:...;k;;;.;.i..l-I_~~ffl_~ ______ PHONE. ___ _ ADDRESS:, __ ..;.../.....:~;...;;O;....;I-=O~.....;;::S;...E.. __ 1;,..;;3;...'i~tn __ S_/._ City /?-tnfurl State,"!-, ---...;. Location of problem. if diff,9_re_nt_: _(jOY'/tVn.S ~ /lib '1!:2. lI"!e s ~.,_, ______ ~ Reported Problem: s~~ ~;e~y 8e~re I'~tld'.f&ct-flny -0 _ 1_ /" I LI J '.-.-A I Siock No: I .-1:::: ;;E.:7.~: ruCi ~ c.. 0 ~ n -, 11'0 FY' e.£ L~, No: .3 C:;;~~ ;:;;e:;::;~s i:"lvoivec: No Field In','e5iig:::'ii,:'l~ Needed --- (l!"l:' ..... :: , • • ,. • .,~ .. -." ... .;;. ............ '# ........... I ~.~,~:~~~~,~,~,~~~,~r::.~~~,:~~::.:":~~ ~~~ ... TO. ~~ .?O~~~~~~O.:~x.:f.9.~~~~!l~7 !.~c:~,f-~f~,'. ~f..n=: "O'.n.·· . . .. ; ... , :~".: ':;,~': ~::'A~~'; )J ~ 15 28 .5' ?,ic::i No. {pClB-too () ~I 0 Kroll KIt; £, i't'l ~ros: New & 5/eJ:L: I ~-S-r-r.-, Oid :3?D5 Basint.C~ Coun::iI Dist ./2-Che.r~e No:, ____ _ ._--------------_ . .-.. _ .... __ ._-- I R2f~SE,:::t::~~:. IoP ;;-. I.~~ ~ I ~ I I I DISPOSITION: Turned lO on by ------------No 'further action recommended bee;al OR: Lead agency has been notified: ____ --:-.,...-___ -:-,.---,..,.,...-___ ----=-~-:::: bl - . ~r·IO,. I·r'v(: ..• ~[i~iiion addresses pro f Problem has been corrected, _ No problem )"Ies been identified. I I...... -Se& Filo I. r ....... --- _ Pd,,'aie problem· NDA.C> will nor consider because: Water originates onsite and/or on neighboring parcel = Location i.s outside SWM se~:;r' , DATE CLOSED: _10 / / s /7 S-by: ---1ftV I. ,.~ /In. Other (Specliy): .' A 1.1:1 _'- I I I I I I, I I I I I I I I I I I I I DEC.22.2003 10:43AM KC WLRD NO.415 P.16/19 . u.:::::C ~t 4 complaint 95-0763 Dembroski, Alfred . investigated by Doug'Dobkins on 9-18-95 Mr. Dembroski is requesting to vacate some ROWarong 140th avenue SE. The area in question is unopened ROWand not maintained. The only drainage th~ I could,find was' at the end of SE 132nd avenue which crossed the 140th Ave. SE ROW from the west to the east. This is a 12-concrete pipe. No other pipes or drainage systems were found in this ROW. Drainage within the plat of Puget Colony Homes drains away from the 140th avenue southeast right..af-way to the southeast . On the westside of the 140th Ave se ROW there are 4 large parcels which have no drainage systems affected by this proposed vacation of ROW. Right of Way isn't improved for travel. see attached drawinq I > ; _ DEC.22.2003 10:43AM KC WLRD NO.415 . P.17/19 K1NGCO~YWA~i\fa~~Q~~DIVISIQ~~.):' .;; .. ~: . DRAJNAGE INVESTJ:(;A:TION1\EPO:JlT:," I" . . . . Page 1: INvEstIGATION REQ'i.msT '.: . '. ". " I ~C • • • • r' •• ,. • 1 , '. '. I I·,. I PJatname: l'~et Cf)t~ ~ Other agencies involved: LotNo: (~ Block No: No field investigation required 1....-_ I 1(""7 ... ~~.. ... . ... I"'.',· :-=-.,,~.--; . __ . .,...,. _ .. -.... "-'~_'_~~_"'~~or-• , ' ...•. ---.-... : ..• , • ..;.,.... .. --~ '-~e"" ......... "..T1--,-'I ~.~ .:,..:...,-.. ... .. ~ . .: ~ __ " .. _. jJ{~~!~I~~;:i~~;,·!"~4mJ!Jtt.]:J~i.~~!} ~-ii~.;i~'=~~l~t'~·~~~:L,_._ .: . ..:.. ;.. .~. _." '.;" t:::::;':--.>:....1 N.~ \5 20 5 .1 ~ S T =-:-R-Parcel No. cA2$1J{)-'Df{7J Kron ZIt) ~ ThBros! New (p'flp Iff. Old !PO')... I I Basin ~ Counell District l&.-Charge No,, ___ ---- Citizen notified on ______ by: __ phone __ Jetter _ in person . DXSPosmON: Turned to _ on I I by_ OR: No further action recommended because: I _Lead agency has been notified: . ~ Problem has been corrected. ~ No problem has been identified. .:..-..-Prior investigation addresses problem: SKB!B.E# ___ _ I _ Private problem -NDAP will not consider because: __ Water originates on site andlor on nclghboring parcel. ______ Location is outside WLRD Service Area. __ Other (Specify): I DATE CLOSED: 11) 'qq By; ~ .. I I- I I I I I ,I I I I I I I I I I I I OEC.22.2003 10:43AM KC WLRO NO.415 P.18/19 .;"PJ .. dir:::, ':'$<.' n r:.I~£ in '17 'Ir 10m I.E •• if If "nsl r', IFti': 1 t:'~J ,1.r:.ItTflR c: t.,i' runtS'._ Gettle, Larry . From: Sent: To: Cc: Subject Kara, Wendy Wednesday, January 06,19998:36 AM Gettle, Larry Jacobson,Jeff drainage complaint In Puget Colony Homes . Here's Info on a draInage complaint was reported to me at 14013 SE 133rc1 SL Cindy Dearmlt lsp?) called reporting that her hOLlse and yard has setued. They releveled the house last summer and now Ws settled again. CabinetS pulled away from walls. walls c;racklng, fenceposts out of the ground, etc. She says the problems started this past year. Her husband thinks It might be the result of a small project that we had Jeff Jacobson do for their neighbors last year. We had a small drain line installed that outlets toa basin near their house. Her husband thinks the basin is "broken", so the water doesn't have anywhere to go. I think Jeff would be the ideal candidate to investigate this one since he's already familiar with the area. . . Whoever goes can talk to me first. We have a proJect planned for the next couple months (pending funding) behind the house in question~ but it won't solve this problem (though it may help slightly). Let me know when someone might go out so I can let CIndy know. Her phone number Is (425)277-6953. Thank youl . Page 1 II ~ DEC. 22.2003 10:44AM IQNG COUNTY WATER AND LANDRES01JB.CES DMSION KC WLRD NO.415 P.19/19 I ·i>RAlNAGE INVESTIGATION REpORT . rt-\ INVEsnOATIC>N RSQtJBST . PROBLEM: . v~ I,JA GrE':-· . . I RE~E~;y;·J·:· ·/dA·~.~ ~ ':;' ",:D;~: ~ 0/''''> ~K?dbY;' . . ..... . . ~I Received from: ". .. . .. , , . :.... , . I NiWlS!' MRS.' -y.4"I-.1-PHONE ril ~i}J 5'6 _. __ (E_ve_) _( __ ) I ADDRESS: Itt 1 Db S6 rsl.~ City ~No-S~ __ ZiPt;tf"t)S~ LOCATION OF PROBLEM, IF DIFFERENT: Type...J e.,. . " . FILENo. '00-597 Block No: s T R Parcel No. /523tJD'ft:2IZ Kroll SLOE ThBros! New 65c4I1~if2 I Basin LC8 Council District /~ . Charge No. . I lI.ESPONS£: Ciden ncttificd OR q!:::l Z> b by; ~ phone _letter _ i. person 'l>ot-J ,Al,..-rH~S~R.... t'."J 7 M~ .. YAH AJ It; PJS" tt,vl S Jr'~\IIJ\ I ~ a./ P f ~~. 'IJ"b t ,.J v. IJ 6 ~S'"S;Otz..; s~ wll'fS S.14 II ~ ~ JEW I f"J 1-" ~ HI S ~ JV~",.,..,.(ciA r ~ # ~ISl'OSmON; TUrned to _. on I I by_ OR; No further action recommended because: Lead agency has been notified: ;) LV &~ $" . ha".) A 1-T HIt')..s ~Il- . Problem has been corrected. _ No problem ?as been identified. _ Prior investigation addresses problem! I SEEP'ILE# _ Private problem -NDAP will not consider because: __ Wator originates oI\site and/or on neighboring parcel. I Location is outside WLRD Service Area. DATE CLOSED: tt. I b It)b By: l>~ . _~Other (Specify): 1? c;:. J'\ . '1""7) ~ \.~ ~ (;. C' I I I I I I I I I I I I I I I I I I I 3.0 3.1 3.2 FLOW CONTROL I WATER QUALITY FACILITY ANALYSIS I DESIGN HYDRAULIC ANALYSIS The drainage analysis was modeled using the King County Runoff Time Series (KCRTS) software version 4.2. The site soils are Alderwood (AgC), KCRTS group, Till. The site is located in Sea-Tac rainfall region with a sale factor of 1.0. See the Appendix for the soils map and scale factor exhibits. EXISTING CONDITIONS The Laurelhurst Property is 31.9 acres. By using the survey topographic survey for the project the measured exiting impervious area is 3.5 acres. The exiting site is all forested for computational purposes. This information was used to produce the Predeveloped Runoff Timeseries (PREDEV) in the KCRTS program .. PREDEVELOPED CONDITIONS Total area = 31.9 ac Ground Cover Area (ac) Till-forest 18.7 Till-pasture 9.7 Impervious Area (measured) 3.5 See the KCRTS calculations in the Appendix for the detail CORE ~DESIGN 3-1 I I I I I I I I I I I I I I I I I I I 3.3 DEVELOPED CONDITIONS The developed site will consist of 138 homes on 34.4 acres. This is a density of 138/33 = 4.1 DU/GA. The western portion of the project is 13.5 acres and is proposed to have 68 lots. This is a density of 68/13.5 = 5.0 DU/GA, therefore this density will be conservatively used for the entire 34.4 acre project. Since the actual final product for each lot is not known at this time, to determine the impervious area, table 3.2.2.D (page 3-28) was referenced and from this table 48% impervious used as the amount of final impervious area for a density of 5.0 DU/GA. Therefore in the developed condition the amount of impervious area is 34.4 x 0.48 = 16.5 Ac and the remaining area will be assumed to be till lawn. This is conservative because some of the area will remain forested. Therefore the amount oflawn was determined to be 33.0 -16.5 = 17.9 acres. The westerly berm of the pond will be located 50-feet from the ordinary water surface of the stream. The are no wetlands on the site. The project does not propose to discharge runoff into the conveyance system in SE 138th Ave, south of the proj ect. This information was used to produce the Developed Runoff Timeseries (DEV) in the KCRTS program. DEVELOPED CONDITIONS Total area = 34.4 ac Ground Cover Area (ac) Till-lawn 17.9 Impervious Area (measured) 16.5 See the KCRTS calculations in the Appendix for the detail I I I I I I I I I I I I I I I I I I I 3.5 WATER QUALITY VOLUME -The basic water quality menu (KCSWDM 6.4.1.1, page 6-68): Vr = 0.90* Ai + 0.25* Ag X Rl12 Vr = [0.90*(15.8*43560) + 0.25*(17.2*43560)] x Rl12 Vr = (622,560 + 187,308) x 0.47 / 12 Vr=32,719 Vb=3 x Vr Vb = 3 * 32,719 Vb = 95, 159 cf Dead Storage 95,159 cf required 95, 300 cf provided I I I I I I I I I I I I I I I I I I I 3.4 DETENTION ROUTING CALCULATIONS The City of Renton requires that the Level 2 Flow Control standard applies to this project. This standard requires that the proposed pond outfall match Yz the predeveloped release rate and not exceed the other predevloped design storm events up to the 50 year event. The pond is also required not to exceed frequency and duration for these storm events. Using the appropriate release rates the developed timeseries was modeled in a pond with 3:1 sides slopes, 12-feet of water depth and a pond bottom of 14,700 sf (245 x 60). A two orifice control structure was design to meet the release rates and frequency duration standards. See the Appendix of this report for the detailed KCRTS calculations. The resultant pond volume required was 291,611cf. The volume provided on the plan (minus 6,000 cf for the divider berm) is 294,231 cf. Therefore the pond, as shown on the plans is adequate to provide the required volume and maintain the frequency and duration of storm runoff from the project. Live Storage 291,611 cf required 294,231 cf provided I I I APPENDIX I I I I I I I I I I I I I I I I I I SHEET NO. 11 KING COUNTY AREA, WASHINGTON (RENTON QUADRANGLE) King County Soils Map ':r JI:---1~' JJ;;i'I' ,;1 ... ... I I I I I I I I I I· I I I I I I I I -. Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 2.51 2 2/09/01 15:00 1.32 7 1/05/02 16:00 2.43 3 2/28/03 3:00 0.917 8 8/26/04 2:00 1.44 6 1/05/05 8:00 2.37 4 1/18/06 16:00 2.19 5 11/24/06 4:00 4.24 1 1/09/08 6:00 Computed Peaks Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 5.60 5 2/09/01 2:00 4.34 8 1/05/02 16:00 6.78 2 2/27/03 7:00 4.45 7 8/26/04 2:00 5.41 6 10/28/04 16:00 5.92 4 1/18/06 16:00 6.45 3 10/26/06 0:00 11.57 1 1/09/08 6:00 Computed Peaks Time Series File:rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 2.31 2 2/09/01 20:00 0.631 7 12/28/01 18:00 1. 71 4 2/28/03 7:00 0.531 8 8/26/04 6:00 0.712 6 1/05/05 18:00 1. 68 5 1/18/06 23:00 1. 95 3 11/24/06 8:00 5.52 1 1/09/08 10:00 Computed Peaks .-----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 4.24 1 100.00 0.990 2.51 2 2.43 3 2.37 4 2.19 5 1.44 6 1.32 7 0.917 8 3.67 25.00 10.00 5.00 3.00 2.00 1. 30 1.10 50.00 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 11.57 1 100.00 0.990 6.78 2 25.00 0.960 6.45 3 10.00 0.900 5.92 4 5.00 0.800 5.60 5 3.00 0.667 5.41 6 2.00 0.500 4.45 7 1. 30 0.231 4.34 8 1.10 0.091 9.97 50.00 0.980 -----Flow Frequency Analysis------- - -Peaks --Rank Return Prob (CFS) (ft) Period 5.52 11.24 1 100.00 0.990 2.31 10.42 2 25.00 0.960 1. 95 9.40 3 10.00 0.900 1. 71 8.85 4 5.00 0.800 1. 68 8.79· 5 3.00 0.667 0.712 7.22 6 2.00 0.500 0.631 5.68 7 1. 30 0.231 0.531 4.01 8 1.10 0.091 3.66 11.16 50.00 0.980 I I I I I I I I I I I I I I I I I I I Retention/Detention Facility Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at l·ft. FB: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 2 7.80 Top Notch Weir: Outflow Rating Curve: Stage Elevation Detention Pond 3.00 H:1V 245.00 ft 60.00 ft· 14700. 41575. sq. ft sq. ft 0.954 acres 10.90 ft 365.00 ft 284481. cu. Ft <-Top of riser 6.531 ac-ft 10.90 ft 18.00 inches 2 Full Head Pipe Diameter Discharge Diameter (in) (CFS) (in) 3.13 0.882 5.75 1. 629 8.0 None None Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 365.00 o. 0.000 0.000 0.00 0.03 365.03 442. 0.010 0.048 0.00 0.07 365.07 1034. 0.024 0.068 0.00 0.10 365.10 1479. 0.034 0.083 0.00 o .l3 365.13 1927. 0.044 0.096 0.00 0.16 365.16 2376. 0.055 0.107 0.00 0.20 365.20 2977. 0.068 0.117 0.00 0.23 365.23 3430. 0.079 0.126 0.00 0.26 365.26 3884. 0.089 o .l35 0.00 0.45 365.45 6801. 0.156 0.177 0.00 0.63 365.63 9627. 0.221 0.210 0.00 0.81 365.81 12514. 0.287 0.239 0.00 1. 00 366.00 15627. 0.359 0.265 0.00 1.18 366.18 18640. 0.428 0.288 0.00 1. 37 366.37 21887. 0.502 0.310 0.00 1. 55 366.55 25028. 0.575 0.330 0.00 1. 74 366.74 28411. 0.652 0.349 0.00 1. 92 366.92 31682. 0.727 0.367 0.00 2.11 367.11 35203. 0.808 0.385 0.00 2.29 367.29 38605. 0.886 0.401 0.00 2.48 367.48 42267. 0.970 0.417 0.00 2.66 367.66 45802. 1. 051 0.432 0.00 2.85 367.85 49605. 1.139 0.447 0.00 3.03 368.03 53275. 1.223 0.461 0.00 3.22 368.22 57222. 1.314 0.475 0.00 3.40 368.40 61029. 1.401 0.489 0.00 3.59 368.59 65121. 1.495 0.502 0.00 3.77 368.77 69067. 1.586 0.514 0.00 Surf Area (sq. ft) 14700. 14755. 14828. 14883. 14939. 14994. 15067. 15123. 15178. 15531. 15867. 16206. 16566. 16910. 17275. 17623. 17993. 18346. 18722. 19079. 19460. 19823. 20208. 20575. 20966. 2l338. 21734. 22111. I I I I I I I I I I I I I I I I I I I 3.96 4.14 4.32 4.51 4.69 4.88 5.06 5.25 5.43 5.62 5.80 5.99 6.17 6.36 6.54 6.73 6.91· 7.10 7.28 7.47 7.65 7.80 7.86 7.92 7.98 8.04 8.10 8.16 8.22 8.28 8.34 8.52 8.71 8.89 9.08 9.26 9.45 9.63 9.82 10.00 10.19 10.37 10.56 10.74 10.90 11.00 11.08 11.10 11.20 11.30 11.40 11.50 11.60 11.70 11.80 11.90 12.00 368.96 369.14 369.32 369.51 369.69 369.88 370.06 370.25 370.43 370.62 370.80 370.99 371.17 371.36 371.54 371.73 371. 91 372.10 372.28 372.47 372.65 372.80 372.86 372.92 372.98 373.04 373.10 373.16 373.22 373.28 373.34 373.52 373.71 373.89 374.08 374.26 374.45 374.63 374.82 375.00 375.19 375.37 375.56 375.74 375.90 376.00 376.08 376.10 376.20 376.30 376.40 376.50 376.60 376.70 376.80 376.90 377.00 73306. 77392. 81548. 86009. 90307. 94921. 99364. 104131. 108721. 113644. 118382. 123462. 128351. 133591. 138631. 144032. 149226. 154790. 160139. 165869. 171375. 176023. 177897. 179780. 181672. 183572 . 185480. 187398. 189324. 191259. 193203. 199086. 205382. 211429. 217898. 224109. 230754. 237132. 243953. 250500. 257500. 264217. 271398. 278287. 284481. 288387. 291611 292319. 296277. 300261. 304272. 308309. 312373. 316464. 320581. 324725. 328896. 1.683 0.527 1.7770.539 1. 872 0 .. 551 1.974 0.563 2.073 0.574 2.179 0.585 2.281 0.596 2.391 0.607 2.496 0.617 .2.609 0.628 2.718 0.638 2.834 0.648 2.947 0.658 3.067 0.668 3.183 0.677 3.307 0.687 3.426 0.696 3.553 0.706 3.676 0.715 3.808 0.724 3.934 0.733 4.041 0.740 4.084 0.752 4.127 0.784 4.171 0.833 4.214 0.900 4.258 0.981 4.302 1.290 4.346 1.340 4.391 1.380 4.435 1.420 4.570 1.540 4.715 1.640 4.854 1.730 5.002 1.810 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.145 1.890 0.00 5.297 1.970 0.00 5.444 2.040 0.00 5.600 2.100 0.00 5.751 2.170 0.00 5.911 2.230 0.00 6.066 2.290 0.00 6.230 2.350 0.00 6.389 2.410 0.00 6.531 2.450 0.00 6.620 2.940 0.00 ----------50 year event---- 6.711 3.820 0.00 6.802 4.940 0.00 6.893 6.260 0.00 6.985 7.760 0.00 7.078 9.210 0.00 7.171 9.770 0.00 7.265 10.290 0.00 7.360 10.780 0.00 7.455 11.240 7.550 11. 680 0.00 0.00 22511. 22893. 23277. 23686. 24075. 24488. 24882. 25300. 25698. 26122. 26525. 26953. 27362. 27795. 28208. 28646. 29064. 29508. 29930. 30379. 30806. 31164. 31308. 31452. 31596. 31740. 31885. 32030. 32175. 32321. 32466. 32905. 33370. 33814. 34284. 34733. 35208. 35661. 36142. 36600. 37086. 37548. 38039. 38507. 38924. 39186. 39449. 39712. 39976. 40241. 40506. 40772. 41039. 413 07. 41575. 41844. I I I I I I I I I I I I I I I I I I I Hyd 12.10. 12.20. 12.30. 12.40. 12.50. 12.60. 12.70. 12.80. Inflow 377.10. 377.20. 377.30. 377.40. 377.50. 377.60. 377.70. 377.80. Outflow 3330.94. 337319. 341571. 345850.. 350.156. 354490.. 358851. 363239. Peak 7.647 12.10.0. 7.744 12.510. 7.841 12.90.0. 7.940. 13.280. 8.0.38 13.640. 8.138 14.0.0.0. 8.238 14.350. 8.339 14.680. Storage 0..0.0. 0..0.0. 0..0.0. 0..0.0. 0..0.0. 0..0.0. 0..0.0. 0..0.0. Target Calc Stage 5.52 11.24 2.31 10..42 1.95 9.39 Elev 376.24 375.42 374.39 (Cu-Ft) (Ac-Ft) ******* 1 2 3 4 5 6 7 8 11.57 5.60. 6.45 6.78 5.92 2.51 2.43 2.37 2.19 1.71 8.85 373.85 1.68 8.79 373.79 5.41 0..72 4.34 ******* 4.45 ******* 0..71 0..63 0..53 7.23 5.68 4.0.1 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout.tsf 372.23 370..68 369.0.1 2980.39. 6.842 266253. 228791. 210.198. 20.80.53. 158551. 115144. 74511. 6.112 5.252 4.825 4.776 3.640. 2.643 1.711 42114. 42384. 42655. 42927. 4320.0.. 43473. 43747. 440.22. Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: 11.58 CFS at 6:0.0. on Jan 9 in Year 8 5.52 CFS at 10.:0.0. on Jan 9 in Year 8 11. 24 Ft Peak Reservoir Elev: 376.24 Ft Peak Reservoir Storage: 2980.39. Cu-Ft 6.842 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) -----Flow Frequency Analysis------- 2.31 0..631 1. 71 0..531 0..712 1. 68 1. 95 5.52 Computed Peaks 2 7 4 8 6 5 3 1 2/0.9/0.1 12/28/0.1 2/28/0.3 8/26/0.4 1/0.5/0.5 1/18/0.6 11/24/0.6 1/0.9/0.8 20.:0.0. 18:0.0. 7:0.0. 6:0.0. 18:0.0. 23:0.0. 8:0.0. 10.:0.0. - -Peaks - -Rank Return Prob (CFS) (ft) Period 5.52 11.24 1 10.0..0.0. 0..990. 2.31 10..42 2 25.0.0. 0..960. 1. 95 1. 71 1. 68 0..712 0..631 0..531 3.67 9.40. 8.85 8.79 7.22 5.68 4.0.1 11.16 3 4 5 6 7 8 10..0.0. 5.0.0. 3.0.0. 2.0.0. 1. 3D 1.10. 50..0.0. 0..90.0. 0..80.0. 0..667 0..50.0. 0..231 0..0.91 0..980. Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0..0.33 0..0.98 0..162 0..227 40.372 3784 3869 30.12 65.838 6.171 6.310. 4.912 65.838 72 .0.0.9 78.319 83.231 34.162 27.991 21.681 16.769 D.342E+DD D.28DE+DD D.217E+DD D.168E+DD I I I I I I I I I I I I I I I I I I I 0.292 0.356 0.421 0.486 0.550 0.615 \ 0.680 0.744 0.809 0.874 0.939 1. 00 1.07 1.13 1.20 1. 26 1.33 1.39 1.46 1. 52 1.59 1.65 1. 71 1. 78 1. 84 1. 91 1. 97 2.04 2.10 2.17 2.23 2.30 2958 2192 1636 1081 857 613 359 404 26 13 12 7 5 2 1 o 5 9 11 10 15 11 14 8 6 5 6 2 3 3 3 4 4.824 3.575 2.668 1. 763 1. 398 1.000 0.585 0.659 0.042 0.021 0.020 0.011 0.008 0.003 0.002 0.000 0.008 0.015 0.018 0.016 0.024 0.018 0.023 0.013 0.010 0.008 0.010 0.003 0.005 0.005 0.005 0.007 88.054 91. 629 94.297 96.060 97.458 98.457 99.043 99.702 99.744 99.765 99.785 99.796 99.804 99.808 99.809 99.809 99.817 99.832 99.850 99.866 99.891 99.909 99.932 99.945 99.954 99.962 99.972 99.976 99.980 99.985 99.990 99.997 11.946 8.371 5.703 3.940 2.542 1. 543 0.957 0.298 0.256 0.235 0.215 0.204 0.196 0.192 0.191 0.191 0.183 0.168 0.150 0.134 0.109 0.091 0.068 0.055 0.046 0.038 0.028 0.024 0.020 0.015 0.010 0.003 Hyd Inflow Outflow Peak Target Calc Stage Elev 1 11. 57 2 5.60 4.24 5.52 11.24 376.24 2.51 2.31 10.42 375.42 3 4 5 6 7 8 6.45 2.43 6.78 2.37 5.92 2.19 5.41 0.72 4.34 ******* 4.45 ******* 1.95 9.39 374.39 1.71 8.85 373.85 1.68 8.79 373.79 0.71 7.23 372.23 0.63 5.68 370.68 0.53 4.01 369.01 Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS o . 119E+00 0.837E-01 0.570E-01 0.394E-01 0.254E-01 0.154E-01 0.957E-02 0.298E-02 0.256E-02 0.235E-02 0.215E-02 0.204E-02 0.196E-02 0.192E-02 0.191E-02 0.191E-02 0.183E-02 0.168E-02 0.150E-02 0.134E-02 0.109E-02 0.913E-03 0.685E-03 0.554E-03 0.457E-03 0.375E-03 0.277E-03 0.245E-03 0.196E-03 0.147E-03 0.978E-04 0.326E-04 Storage (Cu-Ft) (Ac-Ft) 298039. 266253. 228791. 210198. 208053. 158551. 115144. 74511. 6.842 6.112 5.252 4.825 4.776 3.640 2.643 1. 711 Cutoff 0.719 0.776 0.834 0.892 0.950 -----Fraction of Time--------------Check of Tolerance------- Base New %Change Probability Base New %Change 1. 01 1. 07 0.69E-02 0.43E-02 -37.7 I 0.69E-02 0.719 0.697 -3.1 0.58E-02 0.27E-02 -53.8 I 0.58E-02 0.776 0.706 -9.1 0.52E-02 0.25E-02 -52.5 I 0.52E-02 0.834 0.710 -14.9 0.47E-02 0.23E-02 -51.2 I 0.47E-02 0.892 0.715 -19.9 0.42E-02 0.21E-02 -49.8 I 0.42E-02 0.950 0.721 -24.1 0.36E-02 0.20E-02 -43.4 I 0.36E-02 1.01 0.728 -27.7 0.31E-02 0.20E-02 -36.5 I 0.31E-02 1.07 0.739 -30.6 I I I I I I I I I I I I I I I I I I I 1.12 1.18 1.24 1. 30 1. 35 1.41 1.47 1.53 1.59 1. 64 1. 70 1. 76 1. 82 1. 87 1. 93 1.99 2.05 2.11 2.16 2.22 2.28 2.34 2.39 2.45 2.51 0.28E-02 0.19E-02 -29.6 0.24E-02 0.19E-02 -20.4 0.20E-02 0.19E-02 -4.9 0.17E-02 0.19E-02 9.4 0.lSE-02 0.18E-02 22.2 0.13E-02 0.16E-02 22.0 0.12E-02 0.lSE-02 21.3 0.11E-02 0.13E-02 24.6 0.98E-03 0.11E-02 11.7 0.88E-03 0.93E-03 5.6 0.77E-03 0.73E-03 -4.3 0.70E-03 0.S9E-03 -16.3 0.60E-03 0.SlE-03 -16.2 0.SSE-03 0.42E-03 -23.5 0.49E-03 0.34E-03 -30.0 0.41E-03 0.28E-03 -32.0 0.31E-03 0.23E-03 -26.3 0.28E-03 0.20E-03 -29.4 0.18E-03 0.16E-03 -9.1 0.lSE-03 0.98E-04 -33.3 0.98E-04 0.49E-04 -50.0 0.98E-04 O.OOE+OO -100.0 0.82E-04 O.OOE+OO -100.0 0.49E-04 O.OOE+OO -100.0 0.16E-04 O.OOE+OO -100.0 0.28E-02 0.24E-02 0.20E-02 0.17E-02 0.lSE-02 0.13E-02 0.12E-02 o .l1E-02 0.98E-03 0.88E-03 0.77E-03 0.70E-03 0.60E-03 0.SSE-03 0.49E-03 0.41E-03 0.31E-03 0.28E-03 o .18E-03 0.lSE-03 0.98E-04 0.98E-04 0.82E-04 0.49E-04 0.16E-04 Maximum positive excursion = 0.130 cfs ( 9.5%) occurring at 1.37 cfs on the Base Data:predev.tsf and at 1. 50 cfs on the New Data: rdout. tsf Maximum negative excursion = 0.358 cfs (-32.2%) occurring at 1.11 cfs on the Base Data:predev.tsf and at 0.751 cfs on the New Data:rdout.tsf 1.12 1.18 1.24 1. 30 1. 35 1.41 1.47 1.53 1.59 1.64 1. 70 1. 76 1. 82 1. 87 1.93 1.99 2.05 2.11 2.16 2.22 2.28 2.34 2.39 2.45 2.51 0.766 0.870 1. 02 1. 37 1.47 1. 52 1.56 1.60 1. 63 1. 67 1. 69 1. 71 1. 76 1. 78 1. 82 1. 89 1.94 2.00 2.15 2.19 2.24 2.24 2.25 2.29 2.30 -31. 8 -26.3 -17.5 5.6 8.8 7.9 6.4 4.5 2.8 1.5 -0.4 -2.9 -3.4 -4.8 -5.7 -4.8 -5.0 -5.1 -0.5 -1. 6 -1. 7 -4.2 -6.2 -6.6 -8.2 til DATE FEBRUARY 9, 2004 ~ k ~ DESICOED CRAIG KRUEGER ~ -l ORAWO LoR.B. ~ FAPp=RO=VED ___ -j k. ~ CRAIG KRUECER ~~ ~. ~W ~§ 9£ ;! /' ~~ .... " ______ -=" ew~.!J J, TREE CUTTING AND CLEARING PLAN °LAURELHURST CONNER HOIVIES ~DESIGN ' .. 711 Nf2Prio~lo< •• II'IOI hh ..... ,Wa"'lI>g ..... 98007 [-~ . ~ . 11 § ~ 8 Ilr !ii~ Ih Id g'o .. ~~i ~~i ~~X m ~H ~~~ ~;i ~;~ Q Q 846 108TH A lIt:NU£ N.£., SUITE 202 B£LLEWE, WASHINGTON 98004 ENGINEEI?ING· PLANNING· SUI?VEYING --,-j I~§ tll ~g g~ li; Q ~ '0 ~,~ (ji I ( §~i ~ le"' • .:' ..( .... ~ ~;~ III ~ ~' . .. 'p. I ~g. ~ ji m §~li 1> ~d ~II~ () r~ ~ 2. --i J~ ~ 9i ap .l9". I .~ ~ 0 \l' NEIGH60Rl-lOOD DETAIL MAF LAURELHURST RENTON, WASHINGTON CONNER HOMES CORE DESIGN INC.. ENG.INEE~ I"'LAN'IIING eu~TINGo COPO!!: NO. 02C52 ~ ~ 2004 ~ 10 ~ ~ ~ Cll @ (!j ® 28 , ... 2' 32 r------6~·r_--r-~1 6 • 6 -.n ", ~ 13 .. ' "'; I. 6 t ~ PIQuntAV[. Moplewood Neighborhood Po r k ,/ i i 'i 6,. i • i 0\.i II I i ,i '1 OJ i ~ :J ~ eli "i·e :! ';, ~ APPROVED t...l ~ CRAIG KRUEG[R PROJECT ~AOAGER CITY FILE NO. LUA04 -063, PP, ECF PRELINIINARY PLA T LAURELHURST CONNER HOIVIES 846 I08TH AVENUE N.C., SUITE 202 8£LUW[, WASHINGTON 98004 ~DES/GN 1-4711 Nf '~'h I'loe_, /;!IOI S.U ....... W.,,' .... Ii_08007 ENGINEEIiIING· P(ANNING· SURVEYING R " , PfHOTY((JN(NTS ()601.~ pfflOTYC(MI{NT! Ul ~o ~ • F.i K ~. -. g til DATE FEBRUARY 9, 2004 t..l ~ DESICoED CRAIG KRUeGER ... DRAWO T.L. KENDALL Af>PROVED t..l CRAIG KRUEGER -/1\----- / '" Cu" -u I ,,' c &; I~~ / "-0--<)-"'n--< / " '~5~ ..... ~ z -< PRELINIINARY PLA T LAURELHURST -.! CONNER HOIVIES 846 '08TH AVENUE N.C., SUITE 202 BELLEW£, WASHING rON 98004 (; r-"'--, // 1/ / ~ ~DESIGN :;:x.: '~7! J Nf 29r/1 Plac_, #lOr hll ...... ,Wo.hi"Q''''' 98007 ENGINEff/INC; • PLANNING 5UfiVEYlNG / ,/ , , PfN ClTYCOM:NTS POfClTYcr»VffJ , " OfiOl.04 VI DATE FEBRUARY g, 2004 I\) ~ DESIGOEO CRAIG KRUEGER ..... DRAWD T.L. KENDALL PRELIMINARY PLA T LAURELHURST CONNER HOIVIES 846 r08TH A VCNUE N.C., SUIrF: 202 BELLEVUE. WASHINGTON 98004 ~DES/GN '.7"Nf29!f>PIQc.,filOI a.olI."" •• W".ldn~l,," 98001 fNGINEfIlING· PLANNING· SU!lVEYING , PfRarr(;(NICNTS PfR (jfYCOIMNTS £x. R,IW I R/W 50' /6' iliA TCH ex. CDCE ar PAItDJENT 1tH£R£ fRONTAGE DOCS NOT £)(JST (7' ItCST OF " ex.. V,ARfi 15'-20' CElICNT CONCRCT£ KRTICAL C/JRB" CUTTER DUVALL AVENUE (138th AVE SE) SOUTH OF SE 132nd ST. NO SCALE SCALE: ," SITE MAE 200' i 1 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. LAURELHURST FOR CONNER HOMES DATUM: CITYCF!lENTa-I-NA\I01!IM BASIS OF BEARINGS ex .10' R/W OUNERlAFFbICANT =-0,....,. .... IOaTI-I A\IENE ME. eutlE 202 ~.~"tOol~ CONTACT • .JGII.oI'(~.".E. SHEET INDEX PI TITLE SHEET F2 PRELIMINARY GRADING' UTILITY PLAN P3 PRELIMINARY GRADING • UTILITY PLAN P4 PRELIMINARY ROAD PROFILES F5 PRELIMINARY ROAD PROFILES T 20' OR .10' lB' , ~".CQ\C \...-SJD£WAJ.J( ASPHALT (1)P) ~ DUVALL AVENUE (138th Ave. SE) NORTH OF SE 132nd ST. ASPHAJ...T 1HKXCNCD CDGC tIH£RC FRONTACC OC£S NOT £X1ST NOSCALC BREMERTON AVE NE NORTH OF SE 132nd ST. 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MClElC2P'Tne..-r20I'e£TLTNCIo~nE-"_"""'TaI!WfWA'oeU! .....-. ne~I-WJI'OI'netc:une.Mot~ClI'neIO./1"le.l6T~OI'ne ~~OI'~"~2:J~""'-.EAeT.1IIILLA"1ETTE .......,~ "'lCMIoc:o.MY. _TON. ~f1.IilESt"~~»Dfl.EEMTlOFEETFatROADlo T~Ul"J.lnw.T~cP ... .teA.lEDwan.lA'oeU!~T.1NOoI1ICI.LO =':;=~':'~~CO.NTT~Na.ma. EB YICI~!I!,!"1AE " " " 0: 0: 0: ",' 'fi Vi~ §~ '<i §~ ~ Ie Ie~ '" Ie~ >. "'Ie =< "': <t =<'" ::t~ ~ .. " .. ~6 " ~ ~~ " 0 ~ ~ 8 ~ ~ ~ ~ P1 5 02052 ROBCR T H. S rel£Ns, P.E. PROJECT ", ... DAGER 846 l08th A VENUC NE, sUIre 202 BeLLn-V£, WASHINGTON 98004 ~DESIGN 1 .. 711 Nf19rhl'loce. 1#101 hU ....... W"".·"&"'fI 1'8007 ENGINEERING· PLANNING· SURVEYING !': VI 0 .... IT FEBRUARY 9, 2004 ~ k 6 ~:~I:E~.%.~:'G KRU[GER <:) ~ APPROVED I\l ~ CRAIG KRUEC£R PROJEt::T MAQACER BOUNDARY & TOPOGRAPHIC SURVEY LAURELHURST CONNER HOIVIES 846 l08lH A V[NU[ N.C., SUITE: 202 8£U[W[. WASHINGTON 98004 , "L __ I ____ _ ~DESIGN ~15 885.7877 F, .. ~2j.BB.s.7Q6J ENGINEERING· PLANNING· SURVEYING ~-'\ I PLAT OF FEI),NWOOD EA51\ \ VOL. 113, P~ 5 68-69 I J ---'----I ~-::>F"=->----: I I I ) (/ -----.y-- \ I ( ---I I I I I I I r--I : In-- I I~ I I I L __ ··1 I I I -1--, I I I I I I I I I I ~DES'GN ENGINEfr?ING· PlANNING· SU",VEYING ~. ~ • F.i . ~ . II ii ~ APPROVED R. H. STEIlENS, P.E: ROBER T H. 5 TFV£NS, p.c. PRDJECT MAOAG[R PRELIMINARY ROAD PROFILES L~ LI ~ I:L 1-1 LI ~.s. COIVIVEF? I-IO/VIES 846 IOBth AVENUE NE, SUfre: 202 8£LLEWE. WASHINGTON 98004 ~DESiGN 1471' Nf19InP'ac~, #101 ~.II.>u., W"."I"~,,," 98007 ENGINEEIIING· PlANNING· SUI?VfYING - ----- ------'-~- 1- i---r, / / i / / LJL)/ ~ 1- \ \ r,,, \" - \ \ \ ~ III DATE JANUARY 200-1 APPROVED R. H. Sl[IIENS, P.E. ROBERT H. STEVENS, P.£' PROJECT ~AIJAC:ER /,..,.~. '~"""'-/" '("'-( " \ ( I I I I I r ! 1 I r- I I I L I I PRELIMINARY GRADING AND UTILITIES L~ LJ F? EL 1-1 LJ F?..5. COIVIVEF? 1-1 0 IVIES 846 I08th A VENUe N.£., SUITE 202 BelLEW£, WASHINGTON 98004 ~DESIGN 14711 Nr2~'h "lac., #10J BoII.w.,Wa"'!np'on 98007 ENGINEERING· PlANNING· SURVEYING Vl OA TE JANUARY 200-1 c ~ ~ OESICOEO R. H. STEVENS. P.£. ~ -I ORAWO M. J. STEWART PRELIMINARY GRADING AND UTILITIES L.ALJ~I:LI-ILJ~~' CONNER I-IOIVIES 846 IOBth A VENUE N.£., SUITE 202 BELlEVUE, WASHINGTON 9800-1 ~DES'GN H7rINf1!>rhP'_#IOI a.fl ,W""'"'11"",9BOO7 ENGINEETUNG . PlANNING· 5U~VEY'NG ~:Z{;~~ i ..... !2_{)4 n4 MAPlE CREEK ,-- :/ ,-- C:\Documents and Settings\AJ1 Usets\DoCumenfs\B-lwe/w\A3-21D-Conner-Catlo\A3--210-Base. VCD 1/2812004 UN~UL.A1"tD A 3096 SF o 100 200 300 400 SCALE: r -200' JOB. ~210 DATE: JAN 2004-_....:.-0:::.:..==-__ ORA WN BY: _CM.._. ___ SCALE: _-=1"=200'_-.=.::..."'---__ REVISED: _____ _ DESIGNER: --=E=5=--__ i • EXHIBIT A Ecological Services JUN , D 2004 ~ICEn/ED 1103 W. Meeker St., Suite C -Kent, WA 98032 253-859-0515 Fax 253-852-4732 I '. LAl.m.J-LRST PRELIMINARY A.A T CITY <F RENT(X\J, WA ) ' Earth CDnsultants, Inc. Geotechnical Engineers, Geologists & Environmental Scientists Construction Testing & ICEO I WABO Inspection Services September 23, 2004 Conner Homes 846 - 1 08th Av.,er;lue ~ortheast, Suite 202 Bellevue, Washif,lg~pn 98004 Attention: Subject: Reference: Mr. John Skochdopole Geotechnical Engineering Study Addendum Proposed Stormwater Detention Pond Laurelhurst Residential Development 138th Avenue Southeast and Southeast 132nd'Street Renton, Washington Earth Consultants, Inc. Geotechnical Engineering Study E-10988, dated January 28, 2004 Dear Mr. Skochdopole: \ Established 1975 E-10988 As requested, Earth Consultants, Inc. (ECI) is pleased to submit this geotechnical engineering study (GES) addendum for the proposed storm water detention pond to be constructed in the southwest corner of the proposed Laurelhurst Residential Development. This addendum letter report presents the results of our recent supplemental field exploration, visual site reconnaissance, and engineering analyses. We previously prepared the referenced GES for the Laurelhurst Residential Development in .)anuary 2004. At the time of our original study, the proposed detention pond design had not been completed and due to access restrictions, we were unable to conduct subsurface exploration within the limits of Storm water Drainage Tract (Tract M). The purpose of this addendum study is to provide supplemental subsurface soil and groundwater data within the limits of the pond and specific recommendations based on the proposed pond design. 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Other Locations Fife Conner Homes September 23, 2004 Project Description E-10988 Page 2 We understand it is planned to develop a portion of the approximately 30-acre site with a new single-family residential development that will include up to 139 single-family residence lots and associated arterial roadways. Based on design information provided, storm water runoff from a portion of the development will be diverted to a proposed detention pond that will be located in Tract M in the immediate southwestern corner of the planned development area. Review of the pond design data indicates the proposed pond will include an eastern and western cell with an approximate bottom of pond elevation of 357 feet for the eastern cell and 358 feet for the western cell. Maximum cuts of up to thirty (30) feet below existing grade will be required to reach the bottom of pond elevation in the eastern cell, and maximum cuts of up to twenty (20) feet below grade are planned to reach the bottom of pond in the western cell. The interior of the proposed pond will consist of twenty (20) to twenty-nine (29) foot high cut slopes that will extend from the bottom of pond to a six foot wide level berm at the top of slope around the perimeter of the pond at a gradient of 2H: 1 V (Horizontal to Vertical). A maximum of about three feet of fill is planned to construct a portion of the berm along the top of slope on the west side of the pond. The west side of the pond will be located within fifteen (15) to forty-five (45) feet of an approximately 20 to 30 foot high, west-southwest facing slope along the east side of northwest trending Maplewood Creek drainage which extends through the southwest corner of the site. Outfall from the proposed storm water pond will be tightlined from a control structure in the northwestern corner of the pond to an energy dissipater structure located at the toe of slope adjacent to Maplewood Creek to the west. An emergency outfall structure will also be on the west side of the pond. The emergency outfall will also discharge into the creek by way of the energy dissipater. Subsurface Subsurface conditions were evaluated for this study by reviewing a 1984 Department of Natural Resources Geology Map and drilling four borings within the vicinity of the proposed stormwater control pond. The following sections of this study provide a summary of the soil conditions as described on the published maps, as encountered at our boring locations, and as observed during our visual reconnaissance of the site slope. Earth Consultants, Inc. " Conner Homes September 23, 2004 Geologic Map Review E-10988 Page 3 Review of a 1 984 Department of Natural Resources Map of central King County indicates the site is underlain entirely by glacial till (Map Unit Qgt). Glacial till consists of a compact, unsorted mixture of clay, silt, sand, or gravel that is deposited directly by a glacier. Subsurface Exploration Subsurface conditions in the vicinity of the proposed pond were evaluated for this study by drilling four borings to a maximum exploration depth of thirty-nine (39) feet below existing grade. Two of the borings, Borings B-1 and B-3, were drilled along the top of the descending slope in the western portion of the site between the crest of the slope and the outside edge of the proposed west cell of the pond. Boring B-2 was drilled approximately 25 feet southeast of proposed CB2 (Catch Basin 2) in the northwestern portion of the proposed pond. Boring B-4 was drilled around 100 feet to the southeast of Boring B-2 near the approximate center of Cell 2 of the pond. The following is a generalized description of the subsurface conditions encountered. At our boring locations we encountered a surfical layer of topsoil over weathered glacial till. The topsoil and vegetation layer was characterized by its loose consistency, its dark brown color, and the presence of abundant roots and vegetation. Underlying the topsoil and vegetation layer at our boring locations we encountered three and one-half to five feet of loose to medium dense silt with varying amounts of sand (Unified Soil Classification ML) or silty sand with varying amounts of gravel (Unified Soil Classification SM). In all cases the loose to medium dense surficial soils are underlain by dense to very dense glacial till comprised of interbedded sequences of primarily silty sand with gravel and poorly graded sand with silt and gravel (SP-SM) to the maximum exploration depth of thirty- nine (39) feet below existing grade. Localized interbeds of dense to very dense gravel were also encountered at varying depths at our boring locations. As part of our assessment of site conditions, we also conducted a visual reconnaissance of the descending slope to the west of the proposed pond. At the time of our reconnaissance we observed an exposure of very compact, relatively clean sand near the toe of slope along the east side of drainage area. The soils observed encountered in our borings and observed in the bank along the drainage appear to be consistent with soil described in the geologic map of the area. Earth Consultants, Inc, Conner Homes September 23, 2004 Groundwater E-10988 Page 4 Light groundwater seepage, increased soil moisture, and iron oxide staining were observed at all of the borings at widely varying depths generally in excess of approximately 1 7 feet below existing grade. We also encountered heavy groundwater seepage at thirty-seven and one-half (37.5) feet below grade in Boring B-1 and at around 37 feet below grade in Boring B-3 at the time of our exploration. The iron oxide staining, increased soil moisture, and light seepage observed at our boring locations is likely indicative of seasonal seepage moving through lenses of relatively permeable sand. The deeper, heavy groundwater seepage encountered in Borings B-1 and B-3 may be indicative of the seasonal groundwater table for the area. The contractor should be aware that groundwater levels are not static and the magnitude of flow will likely vary seasonally. There will likely be fluctuations in the levels depending on the season, amount of rainfall,surface water runoff, and other factors. Generally, the water level is higher and seepage rates are greater in the wetter winter months (typically October through May). SENSITIVE AREAS CONSIDERATIONS As part of our field exploration we conducted a visual reconnaissance of the descending slope to the west of the stormwater control pond. The purpose of our reconnaissance was to observe the slopes for indications of past instability and potential future instability that could be adversely affected by the proposed pond construction. To further assess the stability of the steep slope area, we conducted a quantitative slope stability analysis to numerically model existing slope stability under static conditions and the stability of the slope following construction of the pond. The following subsections of our study contain our observations of existing site conditions, and the results of our quantitative stability analysis. Visual Site Reconnaissance Our field exploration included a visual reconnaissance of the site slope. The purpose of our reconnaissance was to review the condition of the slope for indications of past instability and potential future instability. Based on the conditions encountered during our reconnaissance, in our opinion the site slopes are stable in their present condition and configuration with respect to deep-seated, or global instability. Earth Consultants, Inc. Conner Homes September 23, 2004 E-10988 Page 5 However, indications of surficial creep were observed along the face of the descending slope and localized small slump-type failures were observed at the base of the slope immediately adjacent to the existing Maplewood Creek drainage. During our reconnaissance we observed a recent slump failure immediately downslope from the southwestern property corner. At the time of our site reconnaissance, the arcuate shaped feature was approximately 20 feet wide (north-south) and extended approximately ten vertical feet up the face of slope from the edge of the channel. In our opinion, the failure is a result of undercutting at the toe of the slope due to erosion from Maplewood Creek. The material exposed in the face of the failure consists of compact, relatively clean sand with subrounded to rounded gravel. Although the sediments exposed in the descending slope appear to be dense to very dense they are likely susceptible to future sloughing. We observed a number of the trees growing on the south slope have curved trunks. The curvature is consistent with deformation initiated by shallow creep of surficial soils. The observed creep is likely occurring within a three to five foot thick zone of loose surficial material. In our opinion, the observed creep should not be affected by future development, nor should the gradual creep adversely impact the proposed development provided site drainage is controlled. This is an indication of surficial soil creep, which is a normal slope process. The curvature observed is not indicative of deep-seated instability. Quantitative Stability Analysis To further assess the stability of the steep slope area, a quantitative slope stability analysis was conducted to numerically model the stability of the steep slope to the west of proposed pond. We used the WINSTABL computer program to model the potential for shallow rotational, and slump type failures. Our analyses provided us with factors-of- safety against failure. The factor-of-safety is the ratio of driving forces to resisting forces. A factor-of-safety of 1.0 is equilibrium, a factor-of-safety of less than 1.0 indicates failure, while a factor-of-safety of 1.5 or greater is generally considered the acceptable minimum for static conditions, and a factor-of-safety of 1.1 or greater is the acceptable minimum for seismic conditions. Earth Consultants, Inc. Conner Homes September 23, 2004 E-10988 Page 6 In our opinion, the most likely failure mechanism that would occur within the steep slope area would be surficial debris flows or shallow slump failures in the immediate vicinity of the active channel at the toe of slope. In this type of failure, a thin, surficial soil layer, in a wet to saturated condition, fails along the contact with the underlying, dense to very dense soil. The process can be initiated if the toe of slope is undercut due to incising of the stream channel. After the failure occurs, the unvegetated, near-vertical face of the failure can propagate further upslope as a result of periodic small surficial failures or erosion. Cross-Section A-A' was developed from topographic data shown on the site plan for the proposed storm water control pond. Cross-Section A-A' extends in a southwesterly direction from the approximate center of Cell 2 of the proposed pond near Boring B-4, through Boring B-3 then continues over the face of the descending slope before terminating at the approximate centerline of Maplewood Creek drainage at the toe of slope. A slope stability analysis was then conducted along the topographic profile. Soil strength parameters were assigned based on soil and groundwater conditions observed in our subsurface exploration, on our experience with similar soil conditions, and on published data. The following values were used in our analyses: Soil Strength Parameters Soil Type Density (pet) Cohesion Friction (pst) (degrees) Surficial Soils -silty sand and silt -125 dry 0 30 loose to medium dense 1 30 saturated Silty sand and poorly graded sand with 125 dry 100 38 silt -dense to very dense 135 saturated We modeled the potential for surficial and deep-seated rotational type failures within the steep slope area to the west of the pond. In our analyses, we assumed the pond was full and the soils between the pond and Maplewood Creek were saturated. The water surface elevation is shown on the critical failure surface detail included with the stability analysis Seismic conditions were modeled by applying a 0.17g horizontal load. Earth Consultants, Inc. Conner Homes September 23, 2004 E-10988 Page 7 The results of our slope stability analyses for the various conditions are summarized in the following table: Factors-of-Safety Existing 1.7 Post-Construction Static 1.9 Post-Construction Seismic 1.2 DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion the detention pond can be constructed generally as planned, provided the recommendations contained in this addendum study are followed. The key geotechnical considerations affecting the pond design are the proximity of the west end of the pond to the steep slope adjacent to Maplewood Creek and the installation of the pond outfall. To reduce the potential for seepage through the pond, resulting in saturation of the slope adjacent to Maplewood Creek, the pond should be lined with a low-permeability soil liner. On the north, south, and east sides of the pond, the liner should be placed to a minimum thickness of eighteen (18) inches. On the west side of the pond, the liner thickness should be increased to a minimum thickness of forty-two (42) inches. The pond outfall trench will also need to be backfilled with a low permeability soil liner. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Conner Homes and their representatives. Our observations, findings, and opinions are a means to identify and reduce the inherent risks associated with the proposed development to the client. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Earth Consultants. Inc. \ Conner Homes September 23, 2004 Site Preparation and General Earthwork Structural Fill E-10988 Page 8 Structural fill will be necessary to construct the pond berms, access road, and backfill utility trenches. All areas to receive structural fill should be stripped and cleared of surface vegetation,. organic matter, and other deleterious material. Existing utility pipes to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and stability problems. Stripped materials should not be mixed with materials to be used as structural fill. The stripped materials may be wasted on-site in landscaping areas. Following the stripping operation and excavations necessary to achieve construction subgrade elevations, a representative of ECI should observe the ground surface where structural fill is to be placed. Proofrolling may be necessary to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may also help to bridge unstable areas. Structural fill should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation 0-1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. During dry weather, most soils that are compactible and non-organic can be used as structural fill. Based on the results of our laboratory tests, the on-site soils at the time of our exploration appear to be near their optimum moisture content and should be suitable for use in their present condition as structural fill, provided the grading operations are conducted during dry weather. However, the majority of the site soil has greater than 5 percent fines passing the No. 200 sieve. Soil with fines in this range will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. Earth Consultants, Inc. Conner Homes September 23, 2004 E-10988 Page 9 If the site soils are exposed to moisture and cannot be adequately compacted then it may be necessary to import a soil that can be compacted. During dry weather, a non-organic compactible granular soil with a maximum grain size of four inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of four inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for this possibility. Detention Pond Berm Fill The structural fill for the detention pond berm should be placed and compacted to the requirements of structural fill. We understand it is planned to use the site materials for the pond fill construction. Fill materials for use as structural fill in the pond berm construction should have a moisture content at 2 to 3 percent above optimum moisture to reduce in-place permeability and the potential for wetting-induced soil collapse. The base of the pond berm should be keyed into competent, firm, stable soils. Structural Fill Testing Proposed structural fill materials should be evaluated by a representative from ECI before being used as structural fill. To adequately test the proposed fill materials, we should be provided with samples of the fill material at least seventy two (72) hours in advance of filling activities to perform Proctor tests and determine its field compaction standard. A representative from our firm should observe the stripped subgrade and be on-site during placement of the berm structural fill and other structural fill to observe the fill placement and perform a representative number of in-place density tests. In this manner, the adequacy of the earthwork construction may be evaluated as filling progresses and any issues of inadequate compaction can be corrected at that time. Our on-site observations will also allow for verification that field conditions are as anticipated at the time of this study. Site Disturbance The native soils that will be encountered in the pond excavation consist of silty sand with gravel and poorly graded sand with silt. The native soils are moisture sensitive and will degrade when subject to moisture and construction traffic. The grading subcontractor should take care during site preparation, excavation, and filling operations so that the underlying soils are not softened. If the soils are disturbed and softened, the softened soils should be removed and the area brought back to grade with structural fill. Earth Consultants, Inc. Conner Homes September 23, 2004 Temporary Cut Slopes E-10988 Page 10 The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and Federal (OSHA) safety regulations. Based on the information obtained from our subsurface exploration, the loose to medium dense soils encountered at our boring locations would be classified as Type C by OSHA/WISHA. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1.5H:1V. The underlying dense to very dense glacial till encountered at our boring locations would be classified as Type A by OSHA/wISHA. Temporary cuts greater than four feet in height in Type A soils should be sloped at an inclination of O. 75H: 1 V. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. If groundwater seepage is encountered in site excavations the soil would be considered Type C and should be sloped accordingly. Shoring will help protect against slope or excavation collapse, and will provide protection for workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent Cut and Fill Slopes Permanent cut and fill slopes should be inclined no steeper than 2H: 1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Earth Consultants, Inc. Conner Homes September 23, 2004 Detention Pond Liner Recommendations E-10988 Page 11 Due to the proximity of the pond to the descending slope and the presence of interbeds of relatively clean sand and gravel encountered in our borings, in our opinion the pond should be lined with a with a low permeability soil liner. The soil liner should be at least eighteen (18) inches thick on the north, east, and south sides of the pond. However, on the west side of the pond, the liner thickness should be increased to forty-two (42) inches. The liner thickness should be measured in the plane of the liner. The low-permeability soil liner should meet the following gradational requirements: \ ; Gradational Requirements Sieve Size Percent Passing Four inch 100 ~0.4 70 -100 No. 200 20 -100 The pond liner may consist of glacial till derived fill. Based on laboratory testing of the test pit samples collected as part of our previous study, there are on-site soils that meet these gradational requirements. The liner materials should be placed in six-inch thick loose lifts and each lift should be compacted to 95 percent of maximum dry density per ASTM 0-1557, Modified Proctor. A representative from ECI should be on-site during the compaction operation and liner placement to observe the materials, soils that are encountered, sample and test the liner, and test relative compaction of the soil liner. Outlet Pipe Trench Backfill The pond outlet will be conveyed through a below grade pipe that extends out the west side of the pond and discharges into the Maplewood Creek. The outfall will be installed in a trench and the trench backfilled with structural fill. The trench backfill will also need to consist of a low permeability soil meeting the same gradational requirements previously provided for the pond liner. The outlet pipe trench backfill should be placed in six-inch thick loose lifts. Each lift should be compacted to at least 95 percent of its maximum dry density per ASTM 0-1557, Modified Proctor. Earth Consultants. Inc. Conner Homes September 23, 2004 Outfall Armoring E-10988 Page 12 The detention pond outfall will consist of a manhole structure with a jailhouse weir that will discharge onto a gabion basket energy dissipater. ECI should observe the placement of the gabion baskets during construction. LIMITATIONS Our recommendations and conclusions are based on the observed site materials, selective laboratory testing, engineering analyses, and the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. l The recommendations submitted in this report are based upon the data obtained from the borings. Soil and groundwater conditions between borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, Eel should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the engineering geologist of record, Eel should be retained to perform a general review of the final design to verify the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. Eel should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations, and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. Conner Homes September 23, 2004 E-10988 Page 13 We appreciate this opportunity to be of continued service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Scott D. Dinkelman, LEG Principal SDD/ddw Attachments: Slope Stability Analysis cc: Core Design, LLC Attention: Mr. Rob Stevens, P.E. Earth Consultants. Inc. Laura/hurst· Static· FS Min = 1.737 402 378 ---i-----.-.-.-------y-------.-.---i -------I ------T-------.. ·----l-- i I I I I i ,I I 1 I ! I I I I ! I ' I I I I I· I· i .... ---.. ___ .. __ .. ____ ._ .. _ ........ _ .... L __ ._. __ ... _ .. _. __ .... ____ .... _____ ~-.... -.... -.. -----.. ---.... -.---.. -.----.. .,-.--.. -..... -.. --.... --.... ----...... · ...... I-........ --.. --·-------.. -----...... --·r .. -I I ! I' .,1 I ; ! 1 ! I i I I i ill I I I' I I , 1 I ! I I I 5 6 I -.. -.-.. -.. -.-----+----.-.--.-----j---------.__f_ =-:4:.:;~?~ .. --:~:~~~=====:t=====:;;;==I:========t:~-1 i I 3 8 w1 I: I __ . ___ .. ______ ~---------+I-----------J---S-3---.-~:----+-_______ .. ___ 1 __ I I !! i I I II. : ! I 10 , I I 53! 1 "L 1 ....... --.... -... J-.... · .... --.. l .. ·-.... · ...... -.. -.. --·,--.--·-· .. -·-.---~ .. ---.. --.... -...... -·--...... -.-.. ------.-.. --.-... -.... --.. -... --.. --.... _ .. _ .. _ .... __ .... .1 ... _ ........ __ , i I I ! I I I -I I I I I I ----L-----.-------L---.... ·------T··---------I---.. ---·--I----------------1----.. -----1----I I . I I I I I I I 390 i ----_····_·······_· .. _------1 .------... ------j i i 9 366 354 342 330 12 2lt 44 60 76 92 108 1 1 result.out ** PCSTABL6 ** by purdue university --slope Stabilit¥ Anal¥sis--simplified Janbu, slmplifled Bishop or spencer's Method of Slices Run Date: Time of Run: Run By: Input Data Filename: output Filename: unit: Plotted output Filename: run. in result.out ENGLISH result.plt PROBLEM DESCRIPTION Lauralhurst -static BOUNDARY COORDINATES 6 TOp Boundaries 10 Total Boundaries Boundary x-Left Y-Left X-Right NO. (ft) (ft) (ft) 1 0.00 350.00 2.00 2 2.00 350.00 30.00 3 30.00 374.00 40.00 4 40.00 376.00 56.00 5 56.00 378.00 62.00 6 62.00 378.00 110.00 7 2.00 350.00 30.00 8 30.00 372.00 56.00 9 62.00 378.00 102.00 10 102.00 358.00 110.00 ISOTROPIC SOIL PARAMETERS 3 Type(s) of soil Y-Right (ft) soil Type Below Bnd 350.00 3 374.00 1 376.00 1 378.00 1 378.00 3 378.00 2 372.00 3 378.00 3 358.00 3 358.00 3 soil Total Saturated Cohesion Friction pore Pressure piez. Type unit Wt. unit Wt. Intercept Angle Pressure Constant Surface NO. (pcf) (pcf) (psf) (deg). Paramo (psf) No. 1 125.0 130.0 0.0 38.0 0.00 0.0 0 Page 1 1 1 1 2 62.4 3 130.0 62.4 135.0 result. out 0.0 100.0 38.0 38.0 0.00 0.00 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED unit weight of water = 62.40 0.0 0.0 piezometric surface NO. 1 specified by 6 Coordinate points point x-water V-Water No. (ft) (ft) 1 0.00 350.00 2 2.00 350.00 3 36.00 370.00 4 50.00 375.00 5 63.00 377.00 6 110.00 377.00 A Critical Failure surface searching Method, using A Random Technique For Generating circular surfaces, Has Been specified. 500 Trial surfaces Have Been Generated. 50 surfaces Initiate From Each of 10 points Equally spaced Along The Ground surface Between X = 0.00 ft. and X = 10.00 ft. Each surface Terminates Between x = 50.00 ft. and x = 60.00 ft. unless Further Limitations Were Imposed, The Minimum Elevation At which A surface Extends IS Y = 0.00 ft. 10.00 ft. Line segments Define Each Trial Failure surface. Following Are Displayed The Ten Most Critical of The Trial Failure surfaces Examined. They Are ordered -Most critical Fi rst. o o * * safety Factors Are calculated By The Modified Bishop Method * * Page 2 slice NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 result. out Failure Surface specified By 7 coordinate points Point No. 1 2 3 4 5 6 7 x-surf (ft) 2.22 11.68 20.88 29.79 38.37 46.57 52.53 v-surf (ft) 350.19 353.45 357.36 361.89 367.03 372.76 377.57 circle Center At x = -40.0; V = 488.1 and Radius, 144.2 *** 1.737 *** Individual data on the 13 slices water Water Earthquake Force Force Force Force Force surcharge width weight TOp Bot Norm Tan Hor Ver Loa (ft) (l s) (lbs) (lbs) (lbs) (lbs) (lbs) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.9 0.0 0.0 0.0 0.0 0.0 9.2 2957.9 0.0 0.0 0.0 0.0 0.0 9.2 8133.2 0.0 0.0 0.0 0.0 0.0 8.9 11951. 5 0.0 0.0 0.0 0.0 0.0 0.2 317.6 0.0 0.0 0.0 0.0 0.0 6.0 8355.8 0.0 0.0 0.0 0.0 0.0 2.4 2788.2 0.0 0.0 0.0 0.0 0.0 1.6 1729.7 0.0 0.0 0.0 0.0 0.0 6.6 5035.1 0.0 0.0 0.0 0.0 0.0 2.3 , 958 . .7 0.0 0.0 0.0 0.0 0.0 3.1 578.8 0.0 0.0 0.0 0.0 0.0 0.6 17.3 0.0 0.0 0.0 0.0 0.0 Failure surface specified By 7 coordinate Points point x-surf v-surf NO. (ft) (ft) 1 3.33 351.14 2 13.22 352.65 3 22.75 355.68 4 31.69 360.16 5 39.83 365.98 6 46.96 372.99 7 50.13 377.27 Circle Center At x = -1.4 ;V= *** 1.773 *** Page 3 l 415.0 and Radius, (lbs) (lbs) 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 64.0 result.out 1 Failure surface specified By 7 coordinate points point x-surf v-surf NO. eft) eft) 1 3.33 351.14 2 13.11 353.23 3 22.57 356.49 4 31. 56 360.86 5 39.96 366.30 6 47.63 372.70 7 52.16 377.52 Circle center At x = -9.0 ; v = 432.7 and Radius, 82.5 *** 1.783 *** Failure surface specified By 7 coordinate Points point x-surf v-surf NO. (ft) (ft) 1 4.44 352.10 2 14.04 354.90 3 23.35 358.57 4 32.27 363.07 5 40.75 368.38 6 48.71 374.43 7 52.06 377.51 Circle center At x = -21.3 ; v = 458.1 and Radius, 109.1 *** 1.790 *** 1 Failure surface Specified By 7 coordinate Points point x-surf v-surf NO. (ft) (ft) 1 2.22 350.19 2 11.13 354.73 3 19.98 359.39 4 28.77 364.17 5 37.49 369.06 Page 4 1 6 7 46.14 51.84 result. out 374.07 377.48 circle center At x = -331.8 ; v = 1016.7 and Radius, 745.5 *** 1.793 *** ~ailure surface specified By 7 coordinate Points Point x-surf v-surf NO. eft) eft) 1 3.33 351.14 2 12.16 355.85 3 20.94 360.63 4 29.68 365.50 5 38.37 370.44 6 47.02 375.46 7 50.04 377.25 circle Center At x = -505.9 ; v = 1317.2 and Radius, 1092.1 *** 1.799 *** Failure surface specified By 7 coordinate Points Point x-surf v-surf No. eft) eft) 1 3.33 351.14 2 12.35 355.46 3 21.28 359.98 4 30.10 364.69 5 38.81 369.59 6 47.41 374.69 7 51.90 377.49 circle Center At x = -187.0 ;v = 760.5 and Radius, 451.4 *** 1.803 *** Failure surface specified By 7 coordinate points point No. x-surf eft) v-surf eft) Page 5 1 1 2 3 4 5 6 7 2.22 12.19 21.84 30.88 39.02 46.00 50.33 result.out 350.19 351.05 353.66 357.93 363.74 370.90 377.29 Circle Center At X = 2.4 ; V = 406.4 and Radius, 56.3 *** 1.804 *** Failure surface specified By 8 coordinate Points point x-surf v-Surf No. (ft) (ft) 1 2.22 350.19 2 11.80 353.08 3 21.13 356.67 4 30.18 360.91 5 38.90 365.81 6 47.24 371.33 7 55.16 377.43 8 55.76 377.97 circle center At X = -32.6 ;v= 482.7 and Radius, 137.0 *** 1.810 *** Failure surface specified By 7 coordinate Points Point x-surf v-surf No. eft) (ft) 1 4.44 352.10 2 13.50 356.35 3 22.44 360.83 4 31.26 365.53 5 39.97 370.45 6 48.54 375.59 7 51.44 377.43 Circle Center At X = -160.7 ; v = 715.1 and Radius, 398.8 *** 1.819 *** Page 6 1 ., result. out y A x I s F T 0.00 83.16 166.32 249.48 332.64 415.80 x 0.00 +---------+---------+--------~+---------+-*.------+ 83.16 + A 166.32 + x 249.48 + I 332.64 + s 415.80 + 498.96 + F 582.12 + T 665.28 + Page 7 .21 .. 11* •• W* * W * 'it * 402 390 378 366 354 342 330 -4 -----+ i I i I I i -I ----------------~-------------------T I _ I I l ! ------------,- I I 12 28 Laura/hurst· Static· FS Min = 1.983 44 i -i I 5 60 ---------- I I I I I 76 53 ----T-------r-- 6 9 I i I I i I ! I ! 92 ! -I 108 w1 1 1 result. out ** PCSTABL6 ** by. . purdue unlverslty --slope Stability Analysis--simplified Janbu, simplified Bishop or spencer's Method of slices Run Date: Time of Run: Run By: Input Data Filename: Output Filename: unit: plotted Output Filename: run. i n result.out ENGLISH result.plt PROBLEM DESCRIPTION Lauralhurst -static BOUNDARY COORDINATES 6 Top Boundaries 10 Total Boundaries Boundary x-Left Y-Left x-Right No. (ft) (ft) (ft) 1 0.00 350.00 2.00 2 2.00 350.00 30.00 3 30.00 374.00 40.00 4 40.00 376.00 56.00 5 56.00 378.00 62.00 6 62.00 378.00 110.00 7 2.00 350.00 30.00 8 30.00 372.00 56.00 9 62.00 378.00 102.00 10 102.00 358.00 110.00 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Y-Right (ft) Soil Type Below Bnd 350.00 3 374.00 1 376.00 1 378.00 1 378.00 3 378.00· 2 372.00 3 378.00 3 358.00 3 358.00 3 soil Total saturated cohesion Friction pore pressure piez. Type unit Wt. unit Wt. Intercept Angle Pressure Constant surface No. (pcf) (pcf) '(psf) (deg) Paramo (psf) NO. 1 125.0 130.0 0.0 38.0 0.00 0.0 0 Page 1 1 1 1 2 62.4 3 130.0 62.4 135.0 result. out 0.0 100.0 38.0 38.0 0.00 0.00 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED unit weight of Water = 62.40 0.0 0.0 piezometric surface NO. 1 specified by 6 Coordinate Points point X-Water v-water NO. (ft) (ft) 1 0.00 350.00 2 2.00 350.00 3 36.00 370.00 4 50.00 375.00 5 63.00 377 .00 6 110.00 377 .00 A critical Failure surface searching Method, using A Random Technique For Generating circular Surfaces, Has Been specified. 500 Trial Surfaces Have Been Generated. 50 surfaces Initiate From Each of 10 points Equally spaced Along The Ground surface Between X= 0.00 ft. and X = 10.00 ft. Each surface Terminates Between X = 62.00 ft. and X = 72.00 ft. unless Further Limitations were Imposed, The Minimum Elevation At which A surface Extends IS Y = 0.00 ft. 10.00 ft. Line segments Define Each Trial Failure surface. Following Are Displayed The Ten Most Critical of The Trial Failure surfaces Examined. They Are ordered -Most Critical Fi rst. o o * * safety Factors Are Calculated By The Modified Bishop Method * * Page 2 Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 result.out Failure surface specified By 8 coordinate points Point No. 1 2 3 4 5 6 7 8 x-surf (ft) 2.22 11.78 21.19 30.42 39.46 48.29 56.89 62.29 v-surf (ft) 350.19 353.14 356.53 360.37 364.64 369.33 374.44 378.00 Circle Center At X = -54.5; v = 551.4 and Radius, 209.1 *** 1.983 *** Individual data on the 17 slices water Water Earthquake Force Force Force Force Force surcharse Width weight TOp Bot Norm Tan Hor Ver Loa (ft) (1 s) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.3 3239.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.'4 9218.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.8 13515.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 746.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 9345.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 5246.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 776.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 10070.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 1615.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 4277.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 442.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.2 1042.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 202.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Failure surface specified By 8 coordinate Points Point x-surf v-surf No. (ft) (ft) 1 2.22 350.19 2 11.70 353.37 3 21.07 356.87 4 30.31 360.69 5 39.42 364.82 6 48.38 369.26 7 57.19 374.00 Page 3 result-out 8 64.05 378.00 Circle Center At x = -85.6; Y = 628.1 and Radius, 291.4 *** 2.032 *** 1 Failure Surface specified By 8 coordinate points Point x-surf v-surf NO. (ft) (ft) 1 2.22 350.19 2 11.33 354.32 3 20.43 358.47 4 29.53 362.62 5 38.62 3&6.78 6 47.71 370.95 7 56.79 375.13 8 63.02 378.00 Circle Center At X = ****** ; v = 9378.0 and Radius, 9912.1 *** 2.050 *** Failure surface specified By 8 coordinate Points Point x-surf v-Surf No. (ft) (ft) .1 4.44 352.10 2 14.19 354.35 3 23.75 357.28 4 33.09 360.84 5 42.17 365.05 6 50.93 369.86 7 59.35 375.26 8 63.04 378.00 Circle Center At x = -23.2 ; v = 493.8 and Radius, 144.3 *** 2.096 *** 1 Failure Surface specified By 8 coordinate points Page 4 result. out Point x-surf v-Surf No. eft) eft) 1 4.44 352.10 2 13.61 356.10 3 22.76 360.13 4 31.90 364.19 5 41.02 368.28 6 50.14 372.39 7 59.24 376.53 8 62.46 378.00 Circle Center At X = ****** : Y = 3505.6 and Radius, 3439.5 *** 2.112 *** Failure surface specified By 8 coordinate Points point x-surf v-surf NO. eft) eft) 1 4.44 352.10 2 14.34 353.51 3 24.05 355.92 4 33.46 359.31 5 42.47 363.64 6 51.00 368.86 7 58.96 374.92 8 62.24 . 378.00 Circle Center At X = -4.2 ;Y= 448.9 and Radius, 97.1 *** 2.114 *** 1 Failure surface specified By8 coordinate Points Point x-surf v-surf No. eft) eft) 1 3.33 351.14 2 13.18 352.89 3 22.85 355.42 4 32.29 358.72 5 41.44 362.77 6 50.22 367.55 7 58.60 373.01 8 65.05 378.00 Circle center At x = -13.2 ; Y = 473.5 and Radius, 123.5 Page 5 1 result. out *** 2.130 *** Failure surface specified By 9 coordinate points Point x-surf v-Surf No. (ft) (ft) 1 2.22 350.19 2 11.93 352.59 3 21.50 355.49 4 30.90 358.89 5 40.12 362.78 6 49.12 367.14 7 57.87 371.97 8 66.36 377.25 9 67.43 378.00 Circle Center At x = -38.7 ;v= 536.7 and Radius, *** 2.130 *** Failure surface specified By 8 coordinate Points Point x-surf v-Surf NO. (ft) (ft) 1 4.44 352.10 2 14.07 354.80 3 23.57 357.94 4 32.90 361.52 5 42.07 365.53 6 51.03 369.95 7 59.78 374.79 8 65.01 378.00 circle Center At x = -48.5 ;v= 559.6 and Radius, *** 2.145 *** Failure Surface specified By 9 coordinate Points Point No. 1 x-surf (ft) 2.22 v-surf (ft) 350.19 Page 6 ( 191.0 214.1 1 2 3 4 5 6 7 8 9 11.85 21.37 30.75 39.99 49.06 57.95 66.65 68.30 result. out 352.88 355.96 359.42 363.25 367.46 372.04 376.97 378.00 circle Center At x = -59.2; Y = 588.8 and Radius, 246.3 *** 2.150 *** Y A x I s F T 0.00 83.16 166.32 249.48 332.64 415.80 x 0.00 +---------+--~------+---------+---------+-*.------+ 83.16 + A 166.32 + x 249.48 + I 332.64 + s 415.80 + 498.96 + Page 7 .13 .. 13* ••• W* ... 4* •• W * * * • Laura/hurst -Seismic -FS Min = 1.171 402 390 378 366 354 342 330 -------~I----I----------T----II-- 1 I I ! i I ! ! I I -----------------___ ---1-___________ 1 ---------------1------------+----------1--- I I I i ! ! I I I i I II! I I I I I I II! I 5 -------1--------------- I -+ I ---T- I 6 1 ------------1 i II ------l----/-+----;...,L-~~~~,/_r__L tl S3 ! I --------------I I ~ -__ 1 ~-+-~ ---I I_I' I I I I I II· I II ! , I I I --------f---------------! --------i----------l--------i---------t------------r-- ! I II I \1 II ! i ! -I I I I I i I 9 w1 -4 12 28 44 60 76 92 108 1 1 result.out ** PCSTABL6 ** d by. . pur ue unlverslty --slope stability Analysis-- simplified Janbu, simplified Bishop or spencer's Method of slices Run Date: Time of Run: Run By: Input Data Filename: Output Filename: Unit: Plotted Output Filename: run. in result.out ENGLISH result.plt PROBLEM DESCRIPTION Lauralhurst -seismic BOUNDARY COORDINATES 6 TOP Boundaries 10 Total Boundaries Boundary x-Left Y-Left x-Right No. (ft) (ft) (ft) 1 0.00 350.00 2.00 2 2.00 350.00 30.00 3 30.00 374.00 40.00 4 40.00 376.00 56.00 5 56.00 378.00 62.00 6 62.00 378.00 110.00 7 2.00 350.00 30.00 8 30.00 372.00 56.00 9 62.00 378.00 102.00 10 102.00 358.00 110.00 ' ISOTROPIC SOIL PARAMETERS 3 Type(s) of soil Y-Right (ft) soil Type Below Bnd 350.00 3 374.00 1 376.00 1 378.00 1 378.00 3 378.00 2 372.00 3 378.00 3 358.00 3 358.00 3 soil Total saturated cohesion Type unit Wt. unit Wt. Intercept Friction Angle (deg) pore Pressure piez. Pressure Constant surface No. (pcf) (pcf) (psf) Paramo (psf) NO. 1 125.0 130.0 0.0 38.0 0.00 0.0 o Page 1 1 1 1 2 62.4 3 130.0 62.4 135.0 result. out 0.0 100.0 38.0 38.0 0.00 0.00 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED 1\ unit weight of water = 62.40 0.0 0.0 piezometric surface NO. 1 specified by 6 coordinate points Point x-water v-water NO. (ft) (ft) 1 0.00 350.00 2 2.00 350.00 3 36.00 370.00 4 50.00 375.00 5 63.00 377.00 6 110.00 377 .00 A Horizontal Earthquake Loading coefficient of 0.200 Has Been Assigned A vertical Earthquake Loading coefficient of 0.000 Has Been Assigned cavitation pressure = 0.0 (psf) A critical Failure surface searching Method, using A Random .. Techni que For Generati ng Ci rcul ar surfaces, Has Been sped fi ed. 500 Trial surfaces Have Been Generated. 50 surfaces Initiate From Each of 10 Points Equally spaced Along The Ground Surface Between x = 0.00 ft. and x = 10.00 ft. Each surface Terminates Between X = 50.00 ft. and x = 60.00 ft. unless Further Limitations were Imposed, The Minimum Elevation At which A surface Extends Is v = 0.00 ft. 10.00 ft. Line segments Define Each Trial Failure surface. Page 2 o o slice No. 1 2 3 4 5 6 7 8 9 10 11 12 result.out Following Are Displayed The Ten Most critical of The Trial Failure Surfaces Examined. They Are Ordered -Most critical Fi rst. * * safety Factors Are calculated By The Modified Bishop Method * * Failure Surface specified By 7 coordinate points point No. 1 2 3 4 5 6 7 x-surf (ft) 3.33 12.87 22.11 30.98 39.41 47.35 50.97 v-surf (ft) 351.14 354.15 357.98 362.59 367.97 374.05 377.37 circle Center At x = -26.3; v = 461.9 and Radius, 114.6 *** 1.171 *** Individual data on the 12 slices Water Water Earthquake Force Force Force Force Force surcharge Width weight TOp Bot Norm Tan Hor Ver Loa (ft) (1 s) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 0.2 1.4 0.0 0.0 0.0 0.0 0.3 0.0 0.0 1.1 58.5 0.0 0.0 0.0 0.0 11.7 0.0 0.0 8.2 3123.2 0.0 0.0 0.0 0.0 624.6 0.0 0.0 9.2 8613.9 0.0 0.0 0.0 0.0 1722.8 0.0 0.0 7.9 10793.1 0.0 0.0 0.0 0.0 2158.6 0.0 0.0 1.0 1489.2 0.0 0.0 0.0 0.0 297.8 0.0 0.0 5.0 6808.1 0.0 0.0 0.0 0.0 1361.6 0.0 0.0 3.4 3815.7 0.0 0.0 0.0 0.0 763.1 0.0 0.0 0.6 584.7 0.0 0.0 0.0 0.0 116.9 0.0 0.0 7.3 4944.7 0.0 0.0 0.0 0.0 988.9 0.0 0.0 2.8 632.6 0.0 0.0 0.0 0.0 126.5 0.0 0.0 0.8 29.8 0.0 0.0 0.0 0.0 6.0 0.0 0.0 Failure surface specified By 7 coordinate Points point x-surf v-surf No. (ft) (ft) 1 3.33 351.14 2 12.39 355.39 3 21.30 359.93 Page 3 1 1 4 5 6 7 30.06 38.66 47.09 50.0? result.out 364.75 369.85 375.23 377.26 Circle Center At X = -125.0 ; v = 636.2 and Radius, 312.6 *** 1.182 *** Failure surface specified By 7 coordinate points point x-Surf v-Surf NO. (ft) (ft) 1 2.22 350.19 2 11.20 354.60 3 20.07 359.21 4 28.83 364.03 5 37.48 369.06 6 46.01 374.28 7 50.77 377.35 Circle Center At X = -183.5 ; v = 739.7 and Radius, 431.5 *** 1.183 *** Failure surface specified By 7 coordinate Points point x-surf v-surf NO. (ft) (ft) 1 3.33 351.14 2 12.83 354.29 3 22.08 358.09 4 31.03 362.53 5 39.66 367.60 6 47.90 373.25 7 53.48 377.68 Circle Center At X = -36.6 ; v = 487.6 and Radius, 142.1 *** 1.198 *** Failure Surface specified By 7 coordinate points Page 4 1 result. out point x-surf v-surf No. (ft) (ft) 1 5.56 353.05 2 14.79 356.89 3 23.82 361.18 4 32.63 365.92 5 41.19 371.09 6 49.48 376.68 7 50.29 377.29 Circle Center At X = -67.2 ;v= 540.9 and Radius, *** 1.205 *** Failure surface specified By 7 coordinate points Point NO. 1 2 3 4 5 6 7 x-surf (ft) 4.44 13.65 22.70 31. 57 40.26 48.75 52.33 v-Surf (ft) 352.10 356.00 360.26 364.87 369.82 375.11 377.54 201.4 Circle Center At X = -90.9; v = 589.7 and Radius, 256.0 *** 1.214 *** Failure surface specified By 7 Coordinate Points Point NO. 1 2 3 4 5 6 7 x-surf (ft) 3.33 13.21 22.74 31.68 39.83 46.98 50.18 v-surf (ft) 351.14 352.69 355.73 360.21 366.01 373.00 377.27 '-, Circle Center At X = -1.7; v = 415.7 and Radius, 64.7 *** 1.215 *** Page 5 1 result. out Failure surface specified By 7 Coordinate points Point x-surf v-surf NO. eft) eft) 1 3.33 351.14 2 12.78 354.43 3 22.02 358.25 4 31.02 362.60 5 39.76 367.46 6 48.20 372.82 7 55.28 377.91 Circle Center At X = -48.7 ; v = 516.2 and Radius, *** 1.218 *** Failure surface Specified By 7 coordinate Points point x-Surf v-surf NO. eft) eft) 1 5.56 353.05 2 15.27 355.44 3 24.63 358.95 4 33.52 363.53 5 41.81 369.12 6 49.40 375.64 7 50.99 377.37 Circle Center At X = -10.0 ; v = 437.1 and Radius, *** 1.219 *** Failure surface specified By 8 coordinate poin~s Point No. 1 2 3 4 5 6 x-surf eft) 2.22 11.66 20.91 29.96 38.79 47.36 v-surf eft) 350.19 353.51 357.30 361. 55 366.25 371. 39 Page 6 173.1 85.5 -, 1 7 8 55.67 57.06 result. out 376.96 378.00 circle Center At X = -58.3 j Y = 537.5 and Radius, 196.8 *** 1.221 *** Y A X I 5 F T 0.00 83.16 166.32 249.48 332.64 415.80 X 0.00 +---------+---------+---------+---------+-*.------+ 83.16 + A 166.32 + X 249.48 + I 332.64 + 5 415.80 + 498.96 + F 582.12 + Page 7 .71 .. 11* •• W* * w "* "* * Lauralhurst -Seismic -FS Min = 1.306 --I 402 -··----1-----1------' ---+----1--.---.--+----1---------+ ! I I I . I 390 I 378 . • I j I ·--·--·-·-····--·---··-···-·--·-----t----·--·---·--·--1-------------------r----·~4~-:::.___==::::==='~. ---;±~~L:===jl====::::=±======~ i I 3 8 'I W, ! I 5 6 I 9 ! --------------l.-----------.. -----r~----i---------------+--- I I I . I I ;11 1 I ! --+-1 I I ---.. ---+-1 -I I I 366 354 I I I I T---------r I ------1------+1--- I I ! 342 I 330 -4 12 28 44 60 76 92 108 " 1 1 '\ result.out *'It PCSTABL6 ** d by. . Pur ue Umvers1ty --Slope stability Analysis-- simplified Janbu, simplified Bishop or spencer's Method of Slices Run Date: Time of Run: Run BY: Input Data Filename: Output Filename: unit: plotted Output Filename: run. in result.out ENGLISH result.plt PROBLEM DESCRIPTION Lauralhurst -seismic BOUNDARY COORDINATES 6 TOp Boundaries 10 Total Boundaries Boundary X-Left Y-Left x-Right No. (ft) (ft) (ft) 1 0.00 350.00 2.00 2 2.00 350.00 30.00 3 30.00 374.00 40.00 4 40.00 376.00 56.00 5 56.00 378.00 62.00 6 62.00 378.00 110.00 7 2.00 350.00 30.00 8 30.00 372.00 56.00 9 62.00 378.00 102.00 10 102.00 358.00 110.00 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Y-Right (ft) Soil Type Below Bnd 350.00 3 374.00 1 376.00 1 378.00 1 378.00 3 378.00 2 372.00 3 378.00 3 358.00 3 358.00 3 soil Total saturated cohesion Friction pore pressure piez. , Type Unit Wt. unit Wt. InterCept Angle pressur~ Constant surface No. (pcf) (pcf) (psf) (deg) Paramo (psf) NO. 1 125.0 130.0 0.0 38.0 0.00 0.0 0 Page 1 • 1 1 1 2 62.4 3 130.0 62.4 135.0 result. out 0.0 100.0 38.0 38.0 0.00 0.00 1 ,PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED unit weight of Water = 62.40 0.0 0.0 piezometric surface No. 1 Specified by 6 coordinate Points point x-Water V-Water No. (ft) (ft) 1 0.00 350.00 2 2.00 350.00 3 36.00 370.00 4 50.00 375.00 5 63.00 377 .00 6 110.00 377 .00 A Horizontal Earthquake Loading coefficient Of 0.200 Has Been Assigned A vertical Earthquake Loading coefficient of 0.000 Has Been Assigned cavitation Pressure = 0.0 (psf) A Critical Failure surface searching Method. using A Random Technique For Generating Circular surfaces. Has Been Specified. 500 Trial surfaces Have Been Generated. 50 surfaces Initiate From Each of 10 points Equally spaced Along The Ground surface Between x = 0.00 ft. and x = 10.00 ft. Each surface Terminates Between x = 62.00 ft. and x = 72.00 ft. unless Further Limitations were Imposed. The Minimum Elevation At which A surface Extends Is Y = 0.00 ft. 10.00 ft. Line segments Define Each Trial Failure surface. Page 2 o o • Slice No. 1 2 3 4 5 6 7 8 9, 10' 11 12 13 14 ·15 16 17 result. out Following Are Displayed The Ten Most Critical of The Trial Failure surfaces Examined. They Are ordered -Most Critical First. * * safety Factors Are calculated By The Modified Bishop Method * * Failure surface specified By 8 coordinate points point No. 1 2 3 4 5 6 7 8 x-surf (ft) 2.22 11.82 21.28 30.57 39.67 48.57 57.24 64.08 v-surf (ft) 350.19 353.00 356.25 359.95 364.09 368.65 373.63 378.00 Circle Center At x = -51.7; v = 552.9 and Radius, 209.8 *** 1.306 *** Individual data on the 17 slices Water Water Earthquake Force Force Force Force Force surchar~e width weight Top Bot Norm Tan Hor ver Loa (ft) . (1 s) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (1bs) 0.0 0',0' 0'.0' 0'.0' 0'.0' 0'.0' 0'.0' 0'.0' 0'.0' 0'.2 1.4 0'.0' 0'.0 0'.0' 0'.0' 0'.3 0'.0' 0'.0' 9.4 3364.7 0.0' 0'.0' 0'.0' 0'.0' 672.9 0'.0' 0'.0' 9.5 9595.9 0'.0' 0'.0' 0'.0' 0'.0' 1919.2 0'.0' 0'.0' 8.7 13844.0' 0.0' 0.0' 0'.0' 0'.0' 2768.8 0.0' 0'.0' 0'.6 10'41.6 0'.0' 0'.0 0'.0' 0'.0' 20'8.3 0'.0' 0'.0' 5.4 9463.2 0'.0' 0'.0' 0'.0' 0'.0' 1892.6 0'.0' 0'.0' 3.7 5843.8 0'.0' 0'.0' 0'.0' 0'.0' 1168.8 0'.0' 0'.0' 0'.3 50'1.6 0'.0' 0'.0' 0'.0' 0'.0' 10'0'.3 0'.0' 0'.0' 8.6 11177.9 0'.0 0'.0' 0'.0' 0'.0' 2235.6 0'.0' 0.0 1.4 150'1.1 0'.0' 0'.0 0'.0' 0'.0' 30'0'.2 0'.0' 0'.0' 6.0' 50'0'5.8 0.0' 0'.0' 0'.0' 0'.0' 10'0'1.2 0'.0' 0'.0' 1.2 762.8 0'.0' 0'.0' 0'.0' 0'.0' 152.6 0'.0' 0'.0' 4.8 1762.5 0'.0' 0'.0' 0'.0' 0'.0' 352.5 0'.0' 0'.0' 0'.4 54.8 0'.0' 0'.0' 0'.0' 0'.0' 11.0' 0'.0' 0'.0' 0'.8 67.3 0'.0' 0'.0' 0'.0' 0'.0' 13.5 0'.0' O~C 0'.9 16.6 0'.0' 0'.0' 0'.0' 0'.0' 3.3 0'.0' 0'.0' Failure Surface specified By 8 coordinate Points Page 3 result.out • Point x-surf v-surf No. (ft) eft) 1 2.22 350.19 2 11.34 354.31 3 20.44 358.44 4 29.54 362.58 5 38.64 366.74 6 47.72 370.92 7 56.80 375.11 8 63.03 378.00 Circle Center At X = ****** ; v = 5731.2 and Radius, 5901.8 *** 1.318 *** 1 Failure Surface specified By 8 coordinate Points Point x-surf v-surf NO. (ft) eft) 1 2.22 350.19 2 11. 51 353.90 3 20.75 357.73 4 29.93 361.68 5 39.06 365.76 6 48.14 369.96 7 57.16 374.28 8 64.66 378.00 circle center At x = -267.4 ; V = 1039.6 and Radius, 740.3 *** 1.320 *** Failure Surface Specified By 9 Coordinate Points Point x-Surf v-surf NO. eft) eft) 1 2.22 350.19 2 11.87 352.82 3 21.38 355.90 4 30.74 359.44 5 39.91 363.42 6 48.88 367.84 7 57.63 372.69 8 66.13 377 .94 9 66.22 378.00 Circle Center At x = -47.6 ; v = 552.4 and Radius, 208.3 Page 4 • .. 1 1 result. out *** 1.333 *** Failure surface specified By 8 coordinate Points point x-surf v-surf NO. eft) eft) 1 3.33 351.14 2 12.81 354.34 3 22.19 357.81 4 31.45 361. 57 5 40.60 365.61 6 49.62 369.92 7 58.51 374.50 8 64.82 378.00 circle Center At x = -96.8 ; v = 664.2 and Radius, 328.7 *** 1.336 *** Failure surface specified By 8 coordinate Points Point x-surf v-surf No. eft) eft) 1 2.22 350.19 2 11.38 354.20 3 20.54 358.23 4 29.69 362.26 5 38.84 366.30 6 47.98 370.35 7 57.12 374.41 8. 65.19 378.00 circle Center At x = ****** ; v = 9348.9 and Radius, 9822.2 *** 1.338 *** Failure surface specified By 8 coordinate poin~s Point NO. x-surf eft) v-surf eft) Page 5 / 1 1 2 3 4 5 6 7 8 4.44 14.09 23.58 32.89 41.98 50.83 59.41 63.10 result. out 352.10 354.72 357.87 361. 54 365.71 370.37 375.50 378.00 Circle Center At x = -38.1; v = 527.8 and Radius, 180.7 *** 1.340 *** Failure surface specified By 8 coordinate points Point x-surf v-surf No. (ft) (ft) 1 3.33 351.14 2 12.52 355.10 3 21.68 359.10 4 30.83 363.14 5 39.96 367.21 6 49.08 371. 33 7 58.17 375.49 8 63.61 378.00 Circle Center At x = -898.7 ; Y = 2456.7 and Radius, 2290.6 *** 1.340 *** Failure surface specified By 9 coordinate Points Point x-surf v-surf No. (ft) (ft) 1 2.22 350.19 2 11.53 353.84 3 20.80 357.59 4 30.03 361.43 5 39.22 365.38 0 6 48.37 369.42 7 57.47 373.56 8 66.53 377.79 9 66.96 378.00 Circle Center At x = -336.3 ; v = 1227.7 and Radius, 940.5 *** 1.346 *** Page,6 • • 1 result. out Failure surface specified By 8 coordinate Points Point x-surf v-surf No. eft) eft) 1 2.22 350.19 2 12.16 351. 32 3 21.91 353.53 4 31.37 356.77 5 40.42 361.02 6 48.96 366.23 7 56.89 372.32 8 62.81 378.00 Circle Center At X = -3.1 ;v= 441.8 and Radius, 91.8 *** 1.349 *** v A x I s F T 0.00 83.16 166.32 249.48 332.64 415.80 x 0.00 +---------+---------+---------+---------+-*.------+ 83.16 + A 166.32 + x 249.48 + I 332.64 + Page 7 .12 ... 12* ••• OW* ... 1* ... w '* * * ,I ~ ~ , Kathy Keolker-Wheeler, Mayor October 28, 2004 Lafe'B. Hermansen Core Design, Inc .. ,14711 NE.29th PL,Suite #101 Bellevue, WA 98007 CIT~ JF RENTON PliumingIBuildinglPublicWorIfs Department Gregg Zimmerman P.E~; Administrator " Subject: Requ~st for Minor Amenqment to Laurelhurst Preliminary Plat. File No: LUA 04-063, ECF, PP , Dear Lafe: This letter is to' inform you that we, have reviewed, your proposed ,amendments to th~ approved Laurelhurst PreliminaryPI~it.th~ requesfhas been determined to be a "minor" . 'amendment arid has beeri approved subjectto condition.' " ' . , The City Council approved the preliminary plat on September 24, 2004 with ~onditions as recommended by the Hec;lriAg Examiner. The approvedprelimina.ry plat plan included 136" residential lots on 30.1 acres': ,', . ,. , ' , " " ' ,i. PROPOSEDAMEND~~Nt f '. '.: ,. . ",:., The request is tomodifythe approvecl preiimina'ry plaUor!hree ite,ms including: 1) Lot One ,Adjustinfmt LUA04-113.' Lot 136';s to befemove'dfrom the subject plat. ' Owned by Belmondo. " " " ' . , , ' 2) Lot Line Adju$tmentUJA 04~129;tfElctN1sto be,remo~ed from the, subject plat. Owned by Scherer.' ',"', " " ' , 3) Tract. U(NE 1st Ct.) to complywithplat-conCiition no. 10 recommended by the Hear/rig' Examiner and address (ire department requirements; Condition # 10 ' , states: The applicant shall de velop TractUas a full extensiono(Rbad C to where • 'the applicant only owns the~outh' 30 feet out to Duvall where the applicant shail" develop a half street connecting to Ouva".' ", , , ANALYSIS , " , The subdivision regulations allow for ttie applicant to request an amendment to an approved or conditionally approved plat at any time after preliminary plat' approval' and before final plat approval '(RMC 4-7-080.M)." This provision ,also, establishes that a ' proposed' amendment is "minor" if it does not fall .within the definitions of a "maj'or" amendment as listed below: ' ," ' a. Any amendment that would result in or would have the effect of decreasing the aggregate area of open space in the subdivision by ten percent (10%) or mote; b. Any amendment that would result in Increasing the number of lots in the subdivision beyond the number previously approved; .\ ' ----------~1705~5~S~o-ut7h~G~rn~d-yW~ay--~R~e-nt-o~n,~W~a~sh~in-g-to-n-9~8~05~5~----------· ~ * This paper contains 50% recycled 'material, 30% poSt consumer AHEAD OF THE,CURVE . Kathy Keolker-Wheeler, Mayor CITY ~JF RENTON PIanningIBuildinglPublicWorks Department Gregg Zimmernian P.E~ Administrator October 28, 2004 Lafe B. Hermansen Core Design, Inc. 14711 NE·2Sth PL, Suite #101 Bellevue, WA 98007 . . . Subject: Request for Minor Amendment to Laurelhurst Preliminary Plat. File No. LUAQ4-063; ECF, PP ", . Dear Lafe: This letter' is to inform you that we, haye reviewed your proposed ,amendments to the approved Laurelhurst Preliminary Plat. The requesf h'as been determined to bea "minor" amendment and hasbeeri approvedsUbjed'tocondition.' . . The City Council approved.the pn:~liminary plat on Septempe~2~, 2004 with conditions as recommende.d by the Hearir:)gExc;lminer. The approv~dph3Iimiri~ry platplariincluded 1.36 residential lots on 30.1 acres>' '. ... ..... ' .. ; . '. .. ' . PROPOSED AM~NDMENT': .:'" .,.'.' .' The request is to modifythe approved. 'prelimina'ry plaUor three items including: . . .. . . . 1) . Lot UneAdjustmel)t L UA '04-113. Lot 13615 to be removed from the subject plat. Owned by Belmondo.., '. 2) Lot Line Adju~tment tU,A 04~129; tract N is to. be removed from the subject plat. Owned by Scherer; . . '. . . . . , . 3) Tract U(NE 1st Ct.) t6 comply with plat condition no. 10 'recommended by the. Hearing Examiner and address fire departlTlentrequirements; Condition # 10 states: The applicant shalldevelop TractUas a full extension of Road C to where the applicant only owns' th.esouth . 30 feet out to Duvall where the applicant shall" . develop a half street cofmectingto Duvall." . '. . . ,ANALYSIS The subdivision' regulationsall.6w for the applicantto request an amendment to an. approved or conditionally approved plat at any time after preliminary plat' approval and before final plat . approval '(RMC 4-7-080.M). This provision alsb establishes that a proposed amendment is "minor" if it does not fall within the definitions of a "major" amendment as listed below: . a. Any amendment that wO/.lld result in or would have the effect of decreasing the .... agwegate area of open space iii the subdivision by ten percent (1D%) or more; . b. Any amendment that would result in increasing the n'umber of lots in the . subdivision beyond the number previously approved; . .... ~ ----'------=-l-=-OS=-=S:-::s::-o-ut-=-h-=G:-ra--:d-y =W=-ay-.--:R=-e-n-to-n,-=W::7a-:sh='"7in-g-to-n-9:-:S:-70-=-SS=-------R E 'N TON ~ AHEAD OF THE CURVE ~ This paper contains 50% recycled material, 30% post c:cinsumer Minor Amendment to Laurelhurst Preliminary Plat Page 2 of 3 c. Any amendment that would result in the relocation of any roadway access point to an exterior street from the plat; d. Any amendment that proposes phasing of plat development; e. Any amendment that, in the opinion of the Administrator, would significantly increase any adverse impacts or undesirable effects of the plat; or, f. Any amendment that would result in or have the effect of reducing the residential dwelling unit density for the site below the allowed minimum density. The proposed modifications would not: a) decrease the amount of open space by 10% or more; b) result in an increased number of lots; c) substantially relocate a roadway access point to an exterior street; d) include phasing; or e) result in a significant increase of adverse impacts from the plat. Modifications to the plat shall' be reviewe,d under the plat amendment process with ,notification of an issued decision given to a.IL partie~ :ot record. ' '.'."" . ' A._, . ',"j"., ' The amendments would address the H~aring\il;:xaminerC?P:ndi!ion and meetthe requirement of the Residential-8 zoning desigha~ion. The,Jsductipn of,'the plat~site area from 1,312,638 sq. ft. , to 1,251,260 sq. ft. (gross ar~a).,' " " ";' ,,\', Although the number of lots ~9uld bereduc,~cj';by",one, from 136'tp 135 lots, the net density would slightly increase from 5.74 du/ac;cto ~~~~Cf3:~~,L!1~~'4Qe to'the re&iped site area by removing Lot 136 and Tract N. ThedensiJyw~lJI2$:r~VliJ:~lnFWt!hjrfdlie allbw~g, raQge of the R-8 zone which is a minimum of 5.0 du/acto c{'maximt.J'fri,CifafO"'di:ilac: ' . ,>" ,< :"; '/')'/',,":': >'~.;\}\'. . . ;;'~~" . ;. ~.: ).~~'~< /';>'., The revised plat has been determJne~:f fd comply with:':' , ' ;, • The underlying zoning de~i~f1a;i9n, of Residential .{"8<'Y'R:8¥:~(RMC 4-2-110.B) including meeting density, lot dimen'Sicin ar;ict'siz9'and.acces.'s requjre'fpehts; • The Subdivision Regulations (RM94-7-68J)); ~nd , • The City of Renton Comprehensi~~:'Plan (Landu~e:"H!~using and Transportation Elements). DECISION , The proposed minor amendments to the conditionally approved preliminary plat have been approved as presented, subject to the following condition. 1. The applicant shall submit an updated PMT (photo mylar transfer) 8 % x 11 reduction of the plat plan prior to final recording of the plat. In addition, the applicant is advised that all code requirements, conditions of the preliminary plat approval and mitigating measures of the SEPA review remain applicable to the development of the site. ' This decision to approve the proposed modification as a minor amendment to the preliminary plat is subject to a fourteen (14) day appeal period from the date of the this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m. on November 12. 2004. Minor Amendment to Laurelhurst Preliminary Plat Page 3 of 3 If you have questions regarding this correspondence, please contact Susan Fiala, Senior Planner, at (425) 430-7382. Sincerely, I ' fllil-tf AJ e-V( '\,./ c(;{;1J 1 Neil.Watts, Director Development Services Division Attachments cc: Parties of Record .. ,!,,--"··· Fred Kaufman, Hearing Examin~r, Jennifer Henning '" > Juliana Fries 'c Land Use File < ~.' • > ';' ~ l' II I I Sl II J Ii:' 1'.1 II' II Sl II J \ , ; \ ." x , 6 7 ,;SEE SI-!EE' r---l rt-, --l ;=====IO~==it.';::r,· '7L----iO!."""< I i I I . I I \1 " I -----i---:-.__=, ~ I !;Ei. 1 I 1;4 I J 53 I~ I 52' L 5l 441~1 Sf. ~ I 1'1:,:'1 SF. 5l {:~ 63:'31 Sf. : :~" 63011 ~t· : I :.~~' 51': ___ / .-=-=--_~.L ___ ...J L __ _ ,/ N8&·I91&-uJ / -;-.....-"'"', ! '--, ) ......... _ =",,_ ... =_---"---1-- 5 4 ...... FARCEI.. 1 IS elIeJECT TO A ---- 10' WIDE FIJGET eoJND ENGoER:irY UTII..ITY E~T AS FII..ED UNDE~ FeC. NO. 'il'il0422066S. THE DE~FTION IN SAID DOCUMENT IS INelFf'ICIENT TO I..OCATE WITI-IIN SAID FAFCCEL. TRACT N RJTURE DEVELOFt1ENT 29S01 Sf. TAACTU I, fIJiIJl;£ DEVELOPt1ENT " 13861 Sf. I' I', :r'D "1 I ! C FN I- I I 3 I \ ' ~~1 __ - 2 NE. 1ST FLACE ," I 't -'" I ,: l1'I' I' , ' 11'1 I _ L. '~i'-'-----I ' , il I .: / I I I '. -" ,~/I ," I , -·_-·x-x----x---II' ' : I '" I' ... / . J ~ = = = = :!. L ____ J L __ L. _ i.J ! L ,,' .: // " I 60' --;;',--/ - --~-;--.-f--;;. =F=:----~ --L-_ .. --.. _____ . " 'I I 20, 60 '~_, ---' b.O ___ _ _ 60 51 :&F. (- __ ...l -- ) --4(i,;~=:·::::::.-"·/ ~An: -3~;,~ ----- I 121 I 1OSbl&F.: ~! I ' , I , " 16 17 18 L.._ .. 31 32 i t.-.--- ,":lij"T OF f::·:Jfi:.BT COI,J)f HOME;/ ,/ ,/ / City o{fta,,,,,n Department of Planning / Building / PUblit~'''](kS EN V I RON MEN TAL &D EVE LOP MEN TAP P Lie A T ION REV lEW 5 H E E T REVIEWING DEPARTMENT: APPLICATION NO: LUA-04-063, PP, ECF APPLICANT: John Skochdo ole PROJECT TITLE: Laurelhurst Prelimina Plat SITE AREA: 29.9 acres LOCATION: Btwn Bremerton & Field Avenues NE & From NE 1st Place to NE 3rd Street DATE CIRCULA PROJECT MANA PLAN REVIEW: J SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary lat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LiahflGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services v 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 informa ion is needed roperly assess this proposal. Date ,~' ~," ." ',' ... c· .' ; '\ .. ",~, , \",'," " : ,~ (' '<.' l,' .' , .• < : .', • ", .~ ,.:, ' ..... , '.. • .J. .... ",;, ' . :t " \ ' ". _.-:, "'i .. ....:....."""--.;.,.........,...--.-'-.,.,...;-;..;..,...'---;.,.-~....,..:---.,;,......--'---::-~,..;...:.:-'--"""--:-~~~-'--"""":"'"~,............;....-"".....,...'::-.,....,--:-"""'":'"~. . '. , .. ..... . ;', ,,'·:'T,~~n.~ YOUf~;:p'r6~j~in~ thi~J'~~ortah(i'~fm~~tib.n. 'If YO~::'haye,:~ny qU~stions:;~~~rd'in'g,:,t~iS' ,:;:; ~""~,,"::,' ".,:,;:',"~:' :,:'.'~I:' ,,:'~r~]e~~~~ Plea#~,:co~t~ct 7'e:r~(~~~5~,:.4~o.(i~8?:,":")<~ <;:,. :,<::,,:.:,:,:~~:\:;~~, '.',:: .;'>'.~;,!.:' ".:::; .:::~";'> . <:/.\;":c":-,,,I', :<.<~. , ' .. ,Sincerely" . . ' ,', ,"',', '.. . .' .. L " ," ., ... ' "RSD 403 ,,': :' ' ',' ,:' '. , ,,', : '" 'Itr 'JJN 2 3'2WI ,m: ' ',: , , " ," " ' :', '. . . '. .<,.> . ',) ,;.:., 'i;'\i3C'''~',I'Vl~ l' ,i6 ' ......... ' .. . . ,'" ,. '. Su$an ~i~la",:.':: ; c': " "" '. ,,",: ,:, ': .' .. ' ..... , '., . ':., ';,' " >,qAPITAL. '''PJ;U~'' J:"'~~:~, " ':-'. ': ;.';' ' ';, 'c : "~S,enior Planner :~. ' , . .' ' ',. ,. ,) .' ' : .. ' " '. . : .. ): ,;., (;:' , , .. :,., . .. . . ":-': ." :; ~', ." . . .'. . ',,:,;.; :~:.r, ; .. :<»:::/ :,' .' ;,';x :.' "c' ";'J,~;," I, "-:', '>, . ' " ,', 1055 ~.outh G~ady-Way,~ ~enton~ Washmgton 98055 '," ':.' :. ,,':; '<;; .RJ:~:·,N'.TO .N'.' . '. ': :.;-. " ,.,','. . .' '. ': ': ',:: :.. ' ': * Thi~p~~~:cOntain~5Q%re'~cI!,d'ma;~~a;,3~o~opoi;tcO~s~[l1!;; _. "... < <.<\ ~EA.D;b ~< :6i'E"C U~VE'" :', " ."J~ 'i::' 4'·_"_.~'~")'\_~':"" ,.,.'.' ,:.,.' <. ' .. I ";",1 .::",' ~,:';.'~'\~,;, ;c-'~., .• :: •... '10'" ~:', ',' •••• ..... ' :' . ' .. ':.'. ,,'.:. >. ,. " I ;,' . , \ ~ . , . ':j:: .... ' . . 'JI.:. " ' " ' ,+ 'i' " .'- -, .,.,' ., " 1: '."'," ,,-' . ';.' \. > < ..... r.. ,\' , ;./. . ~,.J , " ~ '> : ~ .', . ": ' " , ,'., '" I, '.: "f. -"., }. : ~".' ~"~ , .,-1 t.:.: ..... , . , , ~ " _ ',~"':. ' .. :.' '.: - ,'"\ •••. -I, , . ~", :" :' .. , .'~ \ .. , '. ." . . ~ " -' " ,,: •• , I> . ..:.. :-.' :: " '\ .: c. :' ~, ':.~' ,'. /':"{ " ., . .. . ' ,~. ' .' .,' . ' ~ .' . '. " l...-.,' .... ., 1',," .' '.' "< " "'. 'r, .,' I"'~ t, ,\" ., " '." . . ..... ' , . .', " "'", ,-I.,.,.", . " '~. ~ , ~." " I':' " ;. I' \ . .,", " ~ . " , ",:' .': . '".. . ",I , . '~, f .' : ': . , '.' : .,'~ " ' . ... .\ " , ' . ',;'. 'T.',' " . ',.;' " .. : ".1 ., ;'t' .i.' • C ". ,.' • ~:I' ..... \ . ',\' , -, ,"., 1\" " .. ' ,..' ,~' ' " ,r', \ ',' .: :. 't ). . " ... " '.' '., ,.' "./ , . .'.~' . . ,'. . " " ~ .. ' " ',I' . " ',t "/ .. , , :.-, " : . ~ , . ., .' .~' • Mayor September 28, 2004 Charlotte Bass Department of Natural Resources South Puget Sound Region 950 Fannan Avenue North Enumclaw, W A 98022;.9282 CITY .. JF RENTON Planning/BuildinglPublic Works Department Gregg Zimmerman P.E., Administrator SUBJECT: LAUREL HURST PLAT -WAIVER OF 14-DAY COMMENT PERIOD FOR DNR FOREST PRACTICE APPPLICATION Dear Ms. Bass, I understand that Conner Homes has requested expedited over-the-counter pennit approval from the Department of Natural Resources (DNR) for the Laurel Hlirst Plat. This letter verifies that the City of Renton agrees to a waiver of the 14-day comment period of the DNR Forest Practices pennit for the Laurel Hurst Plat (LUA04~063; PP, ECF).the SEPA environmental review for the proj ect was completed at the time of preliminary plat review and approval. All other required pennits have been issued by the City of Renton, and a pre-construction conference has been conducted. Should you have any additional questions regarding this letter, or need additional infonnation, . . please contact me at (425) 430-7286. ~fotWfNJ Jennifer Toth Henning Principal Planner cc: Project File Susan Fiala Juliana Fries ------------1-05~5-S-o-ut~h-G-ra-d-y-W-ay---R-e-n-to-n,-W-a-Sh-i-ng-to-n-9-8-0-55----~------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ~ , CITY "IF RENTON Kathy Keolker-Wheeler, Mayor September 28, 2004 John Skochdopole Connor Homes 846 108th Ave. NE, Ste. 202 Bellevue, W A 98004 Re: Laur~lhurst Prelimina~yPlat; LUA·94~063, PP, ECF Dear Mr. Skochdopole: :, ,:, City Clerk Bonnie I. Walton At the regular Council meeting' ofSepteiriber 27, 2004,th~' Renton City Council adopted the recommendation of thehearihg examiner to approve the rderenced preliminary plat, subject to conditions to bernet atlater stages of the platting:process. Pursuant to RCW; a final plat rneetihgali'~equir~~~nts of S~ate law and Renton , Municipal Code shall be submittedtothe,Cltyfofapproval withinfi ve years of the date of preliminary plat approval. . ',.:, , ' , If I can provide addition~l information or assistance, please feel free t6 cail. ". '., . " . , Sincerely, Bonnie I. Walton City Clerk cc: Mayor Kathy Keolkyr-Wheeler " Council President Don :Persson Jennifer Henning. Principai Planner Fred K~ufman. Hearing Examiner " ' . . Craig ~uger,Core Design. Inc .• 14711 NE 29th Pl..Ste. 101. Bellevue. wA 98007 -} O--S-S """So-u--th-G-r-ad-y-W-a-y---R-en-to-n-, W-a-s-hi-ng-to-n-9-8-0-SS---(4-2-S)-4-30---6S=}-0 /--F-AX-( 4-2-S)-4-30--6-:-S-16~ ~ ® This papereontains 50% recycled material. 30% post consumer AHEAD OF THE CURVE September 27, 2004 CONSENT AGENDA Council Meeting Minutes of September 20, 2004 Vacation: Alley, Burnett Ave. S & S 2nd St, McLendon Hardware, V AC-04-004 Planning: 2004 Comp Plan Update Implementation, Development Regulations Amends Planning: Urban Center Design Overlay Regulations, 2004 Revisions Finance: Petty Cash Funds, Total Limit Increase Plat: Laurelhurst, Bremerton Ave NE & Field Ave NE, PP- 04-063 - =-' Added CORRESPONDENCE Citizen Comment: Various - Rename SW 41st St to SW IKEA Way Citizen Comment: Summers - Rename SW 41st St to SW IKEA Way UNFINISHED BUSINESS Finance Committee Finance: Vouchers Renton City Council Minutes Page 325 Items on the consent agenda are adopted by one motion which follows the listing. Approval of Council meeting minutes of September 20, 2004. Council concur. City Clerk submitted petition for street vacation for portion of alley located east of Burnett Ave. S. and north of S. 2nd St.; petitioner Steven M. Friedman, Friedman Development, LLC; representing McLendon Hardware (V AC-04- 004). Refer to PlanningfBuildinglPublic Works Administrator; set public hearing on 10/25/2004. (See page 326 for resolution setting the public hearing.) Economic Development, Neighborhoods and Strategic Planning Department recommended a public hearing be set on 10/11/2004 on the zoning and development standards amendments for implementing the 2004 Comprehensive Plan update. Council concur. Economic Development, Neighborhoods and Strategic Planning Department recommended adoption of .the 2004 revisions to the Urban Center Design Overlay Regulations~ Refer to Planning and Development Committee. Finance and Information Services Department recommended updating Resolution 2614, which authorizes petty cash funds and early payment of claims, by increasing the Citywide petty cash funds total limit from $20,000 to $25,000. Refer to Finance Committee. Hearing Examiner recommended approval, with conditions, of the Laurelhurst Preliminary Plat; 136 single-family lots on 30.1 acres bounded by Bremerton Ave. NE, Field Ave. NE, NE 1st PI., and NE 3rd St. (PP-04-063). Council concur. MOVED BY PERSSON, SECONDED BY CLAWSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRffiD. The following e-mail was read into the record in opposition to the renaming of SW 41st St. to SW IKEA Way: Dave Nave, 2525 Dayton Ave. NE, Renton, 98056; David Jones, Westcoast Painting, LLC, 265 SW 41st St., PO Box 3509, Renton, 98055; John W. Bramblet, President/CEO, Newton Research Labs, Inc., 441 SW 41st St., Renton, 98055; Jeri E. Bates, Co-Owner, Code Four Athletics, 401 SW 41st St., Renton, 98055; and Shelley Williams, Director of Operations and Marketing, Dressler Stencil Company, 253 SW 41st St., Renton, 98055. Correspondents objected to the practice of renaming community assets (such as streets) by governing bodies; the name-change- related costs; and the free advertising for IKEA at the expense of affected businesses. An e-mail was read from Robert Summers, 1003 S. 30th Ct., Renton, 98055, suggesting that the City review the effect that renaming a street, such as SW 41st St. to SW IKEA Way, has on information technology such as navigation systems and navigation-assistance websites. Finance Committee Chair Corman presented a report recommending approval of Claim Vouchers 230368 -230803 and two wire transfers totaling $1,387,107.71; and approval of Payroll Vouchers 53436 -53735, one wire Cl.l 'l OF RENTON COUNCIL AGENDA iULL I AI#: 5 .. p. Submitting Data: For Agenda of: 9/2712004 Dept/Div IBoard .. Hearing Examiner Staff Contact. ..... Fred J. Kaufman, ext. 6515 Agenda Status Consent. ............. Subject: Public Hearing .. Correspondence .. Laurelhurst Preliminary Plat Ordinance ............. File No. LUA-04-063, PP, ECF Resolution ............ Old Business ........ Exhibits: New Business ....... Hearing Examiner's Report and Recommendation Study Sessions ...... Legal Description and Vicinity Map Information ......... Recommended Action: Approvals: Legal Dept.. ...... . Council Concur Finance Dept. .... . Other .............. . Fiscal Impact: Expenditure Required... N 1 A Transferl Amendment. ..... . Amount Budgeted ...... . Revenue Generated ........ . Total Project Budget City Share Total Project .. SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Laurelhurst Preliminary Plat was published on August 30, 2004. The appeal period ended on September 13, 2004. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on pages 10 & 11 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met a later states of the platting process. STAFF RECOMMENDATION: Staff recommends approval of Laurelhurst Preliminary Plat. Rentonnet/agnbilll bh X Minutes APPLICANT: CONTACT: OWNERS: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON John Skochdopole Connor Homes 846 1081h Ave NE, Ste. 202 Bellevue, W A 98004 Craig J. Krueger Core Design, Inc. 14711 NE 291h Place, Ste. 101 Bellevue, W A 98007 August 30, 2004 Joseph Carlo 28823 Redondo Shores Dr. S. Des Moines, W A 98198 Jean Lucas 13823 SE 132nd St. Renton, WA 98059 Douglas and Sharlene Scherer 13731 SE 133'd St. Renton, WA 98059 Estate of Clara Hagerman, Julie Schisel-Administrator Linn, Schisel & Demarco 860 SW 143,d St. Burien, WA 98166 Michael and Linda Hampshire 13625 SE 131 51 St. Renton, W A 98059 Mary Ellen and Donald E. Hamblin 16210 SE 1341h St. Renton, W A 98059 James Belmondo 13220 1381h Ave SE Renton, WA 98059 Sharon Lee Vavak 13418 1381h Ave. NE Renton, WA 98059 File No.: LUA 04-063, PP, ECF Between Bremerton & Field A venues NE and from NE 1 sl Place to NE 3rd Street Approval for a 136-lot subdivision of a 30.1-acre site intended for detached single-family homes. Development Services Recommendation: Approve subject to conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on August 10, 2004. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the August 17,2004 hearing. The legal record is recorded on CD. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 2 The hearing opened on Tuesday, August 17, 2004, at 9:0 I a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Overall Plat Plan and Neighborhood appl ication, proof of posting, proof of publ ication and Detail Map other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Plan -north section Exhibit No.4: Preliminar},Plat Plan -south section Exhibit No.5: Zoning Map Exhibit No.6: Combined Plat Plan Drawing Exhibit No.7: King County Stormwater Map from Exhibit No.8: Map Defining Scherer Property and Ms. Cook Tract U The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The plat is 30 acres and comprised of 14 parcels that will be divided into 136 lots and 21 tracts located within the R-8 zoning designation. There are nine (9) owners of record for the subject plat. Access to the plat is proposed via Bremerton A venue NE, Duvall Avenue NE, NE 2nd Street (SE 132nd Street in King County), new internal public streets and private access easements within the plat. The applicant is proposing two phases; Phase I is to the west of Duvall Avenue NE containing Lots 1-69, and Phase II would be east of Duvall Avenue NE to Field Avenue NE and that would contain Lots 70-136. There are 21 tracts proposed throughout the plat. Tracts B, C, and D located in the northern most portion of Phase I are designated "future development". The applicant is looking at combining these tracts with the property to the west at a time when the owner of that property is willing to sell. Tract N is also designated "future development" that is also for future subdivision as well. All of these tracts are located on dead end streets and the area is needed for turnaround spaces. There are 12 existing residences on the site; one residence will remain on new Lot 136 of Phase II. This site was annexed into the City of Renton in May 2004, it is designated Residential Single Family and zoned Residential 8. At the southwest corner of Phase I Maplewood Creek runs through, the ERC stated that this creek must have a 50-foot buffer. There are two Category 3 non-regulated wetlands on site which are proposed to be filled. The Environmental Review Committee issues a Determination of Non-significance -Mitigated for the project, which included ten mitigation measures. No appeals of the determination were filed. The proposed plat is designated Residential Single Family. The addition of 136 new single-family homes would increase the City's housing supply. The fourteen parcel site is designated Residential-8 dulac. A net density of 5.74 dwelling units per acre complies with density requirements for the R-8 zoning designation. AlIlots comply with the lot dimension requirements. The Examiner inquired about the series of Tracts that abut roads, who will be maintaining them, what kind of landscaping will be installed, there seem to be a number of these small areas throughout the subdivision. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 3 Ms. Fiala stated that Duvall Avenue has two classifications, north ofNE 2nd it is classified as a minor arterial and south ofNE 2nd it is classified as a residential collector. There are no tracts abutting Duval Avenue. Duvall Avenue NE north ofNE 2nd has adequate room for fencing as well as landscaping which will be maintained by the Homeowner's Association. South ofNE 2nd Street there are several narrow tracts along the street frontage and these would provide landscaping and a modulated decorative fence along this portion of the frontage. As a condition of plat approval the applicant will provide a landscaping and fencing design for the entire frontage along Duvall Avenue NE. Building setbacks required by the R-8 zone include front and rear yard setbacks of20 feet, comer side yard setbacks of 15 feet and interior side yard setbacks of 5 feet. There are 12 existing residences on the site that are to be demolished prior to final plat approval. The demolition will be per phase of development. As proposed, all lots comply with arrangement and access requirements ofthe Subdivision Regulations. Lot 51 should obtain its access from Road B, no lot is to gain access onto Duvall A venue NE where it is classified as a minor arterial. A homeowner's association or maintenance agreement is suggested for the development, which would be responsible for any common improvements. Fire, Traffic and Park Mitigation fees have been imposed. The site is located within the Renton School District. The School District has indicated that they can accommodate the approximately 60 additional students. The development is within the City of Renton water service area. There is about 5.5 acres ofrunofffrom the project site that will go to a separate drainage basin. The 5.5 acres would be along the eastern boundary of the plat, a separate drainage is in that location that flows to the east. Puget Colony, located to the east of the site has current flooding problems, the applicant is proposing to relieve some of those by taking the runoff and bring it back to the west and into the single detention water quality pond, within Phase I, in Tract M. The site is subject to the East Renton Interceptor Special Assessment District and Sanitary Sewer System Development Charges. Staff recommends approval of this preliminary plat subject to seven conditions. John Skochdopole, Connor Homes, 846 1 08!h A venue NE, ~ellevue, W A 98004 stated that the future development tracts in question (Tracts B, C, and D) are in negotiations with the current property owner and would like to do that entire area as a short plat. Nothing is affirmative at this point, and so the temporary turnarounds through Lots 1 and 10 and in Lot 23. They are set up to be combined with Lots 21, 22, and 23 if the negotiations do not come to fruition. Tract N is not part of the plat, Mr. Scherer is the owner, only a portion of his property is being purchased and Tract N will be deeded back to him. The pipestem is part of the negotiations with Mr. Scherer, he currently owns the north 30 feet of the pipestem. Tracts A, H, K and T are proposed to be homeowner's active playgrounds to be developed by Connor Homes and maintained by the homeowner's association. The smaller Tracts will have picnic tables and used for quieter recreation, still maintained by the homeowner's association. Water irrigation meters are stubbed into those areas to keep things aesthetically pleasing over time. The orientation of Lots 51,52 and 53 are currently shown with a 20-foot private driveway easem~nt to access Lots 52 and 53. These two lots could become corner lots with the increase of the access road to 26 feet. He Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 4 would like to see Lot 51 take access off Duvall Avenue. It may end up taking access off Road B, with the use of a detached garage. Regarding the drainage issue in the 5.5-acre area, the ERC requires that a Level 2 drainage standard be used. They are over detaining in the facility from pre-development rates to attempt to mitigate for the Maplewood Creek erosion possibilities. Mr. Skochdopole requested some modifications to the Staff recommendations: 1. Page 13, Lot 51 access to be from the side street or Duvall A venue . 2. Third buIlet point under recommendation 1 should state Road B not Road C 3. Approvals required prior to final plat should be listed by Phase, some of the people currently residing in their homes on the proposed Phase II part of the project will most likely stay there until which time that Phase 11 construction begins. 4. Street improvements would be completed with each Phase 5. Would like to have the opportunity to approach the Public Works Committee to defer some of the fence and landscaping with appropriate bonding since it may be February or August and would be inappropriate time to do plantings or building a fence. 6. Staff wants modulated fence on all sides of Tract M, not just on the roadside. This condition is more suggestive that a modulated fence should be placed just on the roadside. Karen Cook, 14012 SE 133rd Street, Renton, W A 98059 stated that she is a resident in Puget Colony and there is a great drainage problem in that area, she introduced a map showing 150 drainage problems in the area. Another observation is that 132"d is not a through street, it stops at the County Line. The Examiner stated that the applicant is only responsible for not making the drainage problems any worse, it sounds like they may solve some, but they may not make things worse. Eileen Cluphf, 13632 SE 135th Street, Renton, WA 98059 stated that she lives south of the proposed project. Her concern is that access to Duvall Avenue is very difficult at this time. The road is quite hilly and people seem to speed along that track, nothing has been addressed as to how traffic will move onto Duvall once the development is in place. There is a mini mall at the top of DuvaIl, at NE Cemetery, there have been several wrecks in that area, there needs to be an arrow on that light. Jay Cook, 14012 SE 133 rd Street, Renton, W A 98059 stated that he is concerned with the fact that the arterial is designated a minor arterial, it appears that with the plans for the land to the north, which is zoned mUltiple, and is slated to have condos or apartment houses built, and this new proposed development, the traffic is going to increase. There is much concern over the winding roadway on Duvall A venue. August Gumser, 13640 SE 135th Street, Renton, WA 98059 stated that he borders south of Tract M, the property slopes SW down to their fence line. There are septic tanks on their property and he is concerned about the drainage running towards him. Who is going to maintain that property, it is currently very undesirable? He is also concerned about Duvall Avenue, to exit they must make a left tum onto Duvall and there is a hill there. Kids come down that hill at 60-65 mph and become airborne, when they exit 135th going left and are pulling a travel trailer or boat trailer, the only safe way to get out is to send someone to the top of the hill and let them know when the road is clear so they can pull onto Duvall Avenue. Kayren Kittrick, Development Services stated that by Duvall Avenue being designated a minor arterial it will have to meet certain minimum standards to take up sight distances, width, sidewalks on both sides and it wiIl be designed to fulfill the needs of this area as it even further expands. It is of concern and one of the reasons that it is stated that Lot 51 will not have direct access onto Duvall. Duvall should be designed and built, both sides, Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 5 Phase 1. NE 2nd the half street improvement out to 132nd should be completed in Phase 1. These changes must be incorporated in Phase I per the Fire Department's requirements. Duvall is trickier since they do not own all the right-of-way. Everything that they do, both sides, need to be done at the same time during Phase I. On the West end ofNE 2nd at that intersection with Bremerton, which has unequal and varying widths to the north, needs to be cleaned up and no longer a safety hazard. This mllst be done in Phase 1. Regarding the arrow on the light at NE 4th will have to be taken up with the Transportation Department, they have control of the existing signal there, as this comes in it may be appropriate lise of the Traffic Mitigation Fees. The City is aware of the drainage problems, the new drainage areas will be maintained, they are required to do so. There is Code Enforcement that is more active than ever and will also cover the landscaping and tracts. They are checked periodically, if there are dead plants, the developer is informed for the first year and after that the homeowners' association is notified. The City of Renton has an active neighborhood program, if they meet the program requirements, they may ask for help on upgrades, etc. The incentive is to keep everything esthetically pleasing. The landscaping and fencing along street fronts are now required through the plats while the Codes are being prepared. The water can be moved from one basin to another because they both flow into Maplewood Creek. In Tract U, the south halfofthe panhandle is in the control of the applicant and the one-half is 30 feet wide. Thirty feet wide is sufficiently wide enough for a 20-foot wide fire emergency access to be built, which would also preclude in not having to build the cul-de-sac. This works on paper but the actual calculations depends on the topography. There will be utilities built through there. Tract M will be watched very carefully to see if there is anything else that needs to be done to the pond. There should be some infiltration occurring, but it should not all be concentrated on these properties. And it must be maintained, the garbage will have to be cleaned out. The Board of Public Works does look at the timing for plantings, they are bonded until such time as weather permits. Storm improvements are not bonded, however, the pond would have to be in and functioning by the time they are ready to record. Fencing would most likely be in by the time of recording. In regards to Traffic, Exhibit 5 shows Duvall, Bremerton and Bremerton Place with a cul-de-sac with a connection that is going to connect to NE 2nd on the west side. Neighbors do not want through traffic there, some people will go through, but the plan is to make to more attractive to go up and through Duvall. There will be an access to SE 132nd so they can go out Jones Road on that side. The streets are going to look attractive within the plat as well as going north to Duvall. As development occurs, the same thing will be happening with Bremerton. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 11 :00 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 6 FINDINGS: I. The applicant, John Skochdopole, Connor Homes, filed a request for approval of a 136-lot Preliminary Plat together with 21 tracts. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance -Mitigated (DNS-M) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located between Bremerton Avenue NE on the west, Field Avenue NE on the east, NE I st Place on the north and NE 3rd Street on the south. The subject site consists of 14 separate legal parcels in various ownerships. 6. The subject site is best described as two parcels (which will also define the proposed phasing) that are divided into east and west portions by Duvall Avenue NE. The eastern parcel is rectangular and is approximately 675 feet wide (east to west) by approximately 1,000 feet long. The western parcel is irregularly shaped with a dogleg that connects at its south end to Duvall. The dogleg wraps around property that is not included in the plat. The western parcel is approximately 600 feet wide (east to west) by approximately 1500 feet long. 7. The subject site is approximately 30.1 acres or approximately 1,312,638 square feet. The western portion is characterized by several knolls and Maplewood Creek located in the extreme southwest corner of the site. It has grades varying from 10 to 20 percent. The eastern half of the site also has knolls and slopes ranging from 5 to 10 percent. The site is dominated by open pasture, tall grasses and blackberry brush with some trees located near the creek area. 8. The underlying lots contain nine single-family homes, three mobile homes and outbuildings. One home would be retained in the eastern portion of the site on what would be Proposed Lot 136 while the other structures would be removed. 9. The subject site was annexed to the City with the adoption of Ordinance 5074 enacted in May 2004. 10. The subject site is zoned R-8 (Single Family Residential - 8 dwelling units per acre). II. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of detached single-family uses, but does not mandate such development without consideration of other policies of the Plan. 12. There are two unregulated wetlands on the site that the applicant proposes filling. Wetland A is located in the north half ofthe western parcel (in the approximate location of Proposed Lots 16 and 17) while Wetland B is near the southwest corner of the eastern parcel (in the approximate location of Proposed Lot 114). 13. The applicant proposes dividing the property into 136 lots. In addition, the applicant proposes creating 21 tracts. The tracts will serve a variety of purposes including storm water detention, passive and active open space, future roadway extensions and future development potential. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 7 14. The applicant proposes developing the plat in two distinct phases. Phase 1 would develop the portion of the subject site west of Duvall including Proposed Lots 1 to 69. Phase 2 would develop the eastern portion of the site, that part of east of Duvall including Proposed Lots 70 to 136. 15. Phase 1 would consist of a number of blocks oriented in a mixed fashion. That is some blocks would consist of two tiers of lots oriented east to west while other blocks would be oriented north to south. These blocks and lots would be served by a new series of east-west and north-south roads that would loop and connect to Duvall. A new east-west roadway, NE 2nd Street would run from the west boundary of the plat at Bremerton Avenue NE, cross Duvall and run to the east boundary of the plat (Phase 2) at Field Avenue NE. NE 2nd Street would extend over what is now termed SE 132nd Street in King County and connect to that street on the east. 16. The applicant has proposed two temporary cul-de-sacs. One would be at the end of proposed Road F and overlay Proposed Lot 23 and Tract 0 (see below for a discussion of the various Tracts) near the northwest comer ofthe plat. Road F is expected to be eventually opened to the west. The second temporary cul-de-sac would serve Proposed Road E (potentially an extension of Bremerton Avenue) and be near the southwest corner of the plat and overlay Proposed Lot 59. A tract, Tract U, is proposed to extend out to Duvall with the future development of Tract N (see below for a discussion ofthe Tracts). 17. An easement across Proposed Lot 28 would provide access to Proposed Lot 27. In order to facilitate front yard arrangements on two shallow lots, the applicant has proposed that an easement provide access to and between Proposed Lots 52 and 53. In those lots their respective front yards would face each other across the easement driveway. Proposed Lot 57 will be a pipestem lot with its pipestem between Proposed Lots 56 and 58. 18. Phase 2 would also consist of a number of new blocks, one generally north-south street and a number of east-west streets that would intersect with Duvall on the west. Again, NE 2nd Street, at the immediate north edge of this phase, would continue to the east and connect to SE 132nd Street at Field A venue. In the main, the blocks consist of two tiers oflots that run horizontally, east to west. Phase 2 contains Proposed Lot 136 where the existing single-family home wi II remain on the approximately 41,533 square foot lot. 19. In Phase 2 three interior lots, Proposed Lots 121, 127 and 132, would be served by private easements across their adjacent neighboring lots, Proposed Lots 122, 128 and 131, respectively. 20. In order to protect the functions of Duvall which is designated an arterial north ofNE 2nd and a collector south ofNE 2nd, staff has requested that no lots located along Duvall take their access to that street. Rather those lots would achieve access via other streets that abut those lots. 21. In reviewing the phasing, staff required that Phase I development requires that both sides of Duvall be developed, that SE 132nd (located along the north portion of the eastern parcels) be developed as a half street connecting to the existing segment east of the site and that NE 2nd's intersection on the west be appropriately developed. 22. The proposed tracts need some additional explanation. It would appear that 4 of the tracts, Tracts A, H, K and T, are large enough to support active recreation. Proposed Tract Q might also be large enough for active recreation. A number of tracts, Tracts E, F, G, I, J, 0, P, Rand S are at the end of blocks or Laurelhurst Prel im i nary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 8 lots and are narrow and are proposed for decorative landscaping. Tract L will be preserved as a native growth protection easement for the creek while Tract M will be a large storm drainage pond. 23. Three tracts, Tract B, C and D, located west of Lots 21, 22 and 23, respectively, have been reserved for future development as single-family lots. The applicant proposes possibly joining each of these tracts to property west of them to create additional building lots when the property west is developed. Until that is realized, if it is realized, those tracts would be undeveloped and could be an eyesore. 24. Tract N is a large tract near the southwest comer of the site, across from the detention pond. This tract is part of a larger parcel and part of a complex transfer in which its underlying owner (not the applicant) wants to reserve ownership for future development after this plat is approved. The other portion of this underlying ownership will be part of this plat's new lots. 25. Finally, Tract U, located between Tract N and the Tract M detention pond, is proposed for future roadway development. It is proposed to connect Road E which is now proposed to end in a temporary cul-de-sac (on Proposed Lot 59) to Duvall Avenue. A 30-foot wide dogleg portion of property between Tract U and Duvall is owned by the applicant but another 30 feet north of it is in 3rd party ownership. 26. After the complexity of ownership of Tracts Nand U were clarified, this office and staff suggested that the connection of Road E and Duvall appeared to be possible at this time over a 30-foot wide partial roadway. This would eliminate the temporary cul-de-sac and permit Lot 59 to be developed during Phase I construction. 27. The density for the plat would be 5.74 dwelling units per acre after subtracting sensitive areas (creek area and slopes) and roadways. 28. The development will increase traffic by approximately 10 trips per unit or approximately 1300 trips for the 136 single-family homes. Approximately ten percent of the trips, or approximately 130 additional peak hour trips will be generated in the morning and evening. 29. The subject site will receive domestic water and sanitary sewer from the City. 30. The subject site is located within the Renton School District. The project is expected to generate approximately 60 school age children. These students would be spread across the grades and would be assigned on a space available basis. 31. The areas near the subject site are generally zoned R-8. 32. There are drainage and flooding problems in the areas around the subject site, particularly to the east. Maplewood Creek is also subject to erosion problems. The site naturally drains into two separate basins that eventually recombine and drain into Maplewood Creek. While most ofthe 30 acres drains to the west, approximately 5.5 acres drains eastward. With approval from the City, the applicant will divert the eastern component of the storm water to the western basin to lessen problems in the east. The detention pond wi II be sized to accommodate this additional water and not exacerbate erosion or other problems to the west sub-basin. 33. Staff has recommended that the detention pond be fully fenced subject to their approval. The fencing exception would be near the creek. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 9 34. Most of the trees would be removed from the site to accommodate development of the hornes, streets and storm water pond. Trees would be retained on some of the larger open spaces tracts, Tracts A, H, K, L (Creek corridor), Nand Q and on the largest lot where the existing home will remain, Lot 136. CONCLUSIONS: 1. In the main, the proposed plat appears to satisfy the public use and interest. It protects the stream and stream corridor in the southwest corner, creates open space and recreational areas that can be used by residents of the plat and creates useable, rectangular lots with straightforward access. The major issue or issues are some of the reserve tracts, Tracts B, C, D and N. 2. The potential problems in creating Proposed Tracts B, C and D are that they could remain vacant for a long time. It might leave them as potentially unbuildable parcels that could become eyesores, weed patches or dump sites. Their development relies on the current applicant acquiring the adjacent property to the west. Then the applicant would have to plat that property and then combine portions of that westerly property with these tracts to create buildable lots. While it would not be entirely reasonable to foreclose the applicant's opportunity to fulfill that objective, there should be a time limit that allows the acquisition and platting of that property and a fallback mechanism to either create a lot out of these tracts or combine them with their easterly neighbors. The applicant shall have two years to complete the acquisition, platting and consolidation or Tracts B, C and D will be added to the adjacent lots, Proposed Lots 21, 22 and 23. This action shall not cost the owners of those adjacent lots any additional funding and the applicant shall bond or otherwise create documents approved by the City Attorney to assure that this occurs. ' 3. The applicant apparently has options to purchase much ofthe property involved in this plat. It appears that the applicant and a third party have agreed that Tract N will not be platted into separate lots but reserved as a Tract and remain or be reconveyed back to that third party. Its later division will probably require some cul-de-sac or private roadway that possibly could have been avoided had it been incorporated into the current plat. 4. Tract U was proposed for the later development of a continuation of Road E. As proposed by the applicant, Road E would end in a temporary cul-de-sac over a portion of Proposed Lot 59. Lot 59 could not be developed for an indeterminant time. It appears more reasonable to extend Road E at this time over Tract U and extend it over the south 30 feet that the applicant owns as a half street creating the link to Duvall. There does not appear to be any reason to delay that link and create additional problematic tracts. 5. The plat is large and the applicant should provide on-site recreation to provide for that public need. Therefore, applicant should also definitely provide active recreation on at least three of the four larger tracts, Tracts, A, H, K or T. 6. In other respects, as noted above, the plat appears to be reasonably designed to serve the public use and interest. While on the edge of the City at this time, the plat can still be considered infill development since it is in an area where urban services are available. It is also in an area designated for such development by the Comprehensive Plan. 7. The development of the subject site will definitely increase traffic. approximately 1300 trips, to the traffic mix already on the neighborhood roads. Staff seemed to indicate that the plat can be appropriately served by the infrastructure that already exists and that the applicant will be supplementing by developing new roads and paying mitigation fees for transportation improvements. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 10 The development of Tract U will aid circulation and realize the Comprehensive Plan's goal of grid streets rather than cul-de-sac roads. 8. Development of the plat will increase the tax base of the City while also paying mitigation fees to offset its impacts on fire, parks and, as noted, transportation systems. 9. The plat is designed to control storm water from its development and may help control some existing flooding problems. It cannot be designed to solve all of the old problems. It should not have an adverse affect on Maplewood Creek. 10. In conclusion, the proposed plat appears reasonable and should be approved by the City Council. RECOMMENDATION: The City Council should approve a 136-lot Preliminary Plat subject to the following conditions: 1. The applicant shall place a note on the face of the final plat indicating the following yard orientations for these lots: a. Lot 51 shall have the front yard face Duvall Ave. N E with lot accessed from the side street. b. Lots 52 and 53 shall have 20 foot front yards facing shared driveway. c. Lot 131 shall have the front hard face Road B. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording ofthe final plat per phase. The satisfaction of this requirement is subject to the review and approval ofthe Development Services Project Manager. 3. No lot is to gain direct access to Duvall Avenue NE either north or south of the intersection with NE 2nd Street. This note shall be placed on the face of the final plat. 4. Street improvements, including but not limited to pavement, lights, sidewalks, along NE 2nd Street shall extend to the east to existing SE 132nd Street. The improvements shall be installed prior to recording of the final plat. This shall include the intersection ofNE 2nd and Bremerton, both sides of Duvall and NE 2nd Street east and west of Duvall. 5. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements, including fences, landscaping, utilities, private easements, etc. A draft of the document(s), if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to recording of the final plat. 6. The applicant shall install a modulated, decorative fence of a quality material, with irrigated landscaping along the entire plat's frontage with Duvall Avenue NE. All fencing shall be located and designed to not interfere with sight distances required at the intersections of public streets. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. The fence and landscaping shall be installed prior to recording of the final plat. 7. The applicant shall install a fence ofa quality material (no chain-link, if possible), decorative and modulated with a landscaped visual barrier that includes plant materials which would provide a year- round dense screen within three (3) years from the time of planting along the north property line of Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page] 1 Tract M (storm drainage facility). The south, west, and east property lines shall be fenced with solid fencing or other approved landscaped visual barrier. All fencing shall be located and designed to not interfere with sight distances required at the intersections. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final plat. 8. The applicant shall comply with the conditions imposed by the ERC. 9. The applicant shall have two years to complete the acquisition, platting and consolidation of Tracts B, C and D with the adjacent lots, Proposed Lots 21, 22 and 23. This action shall not cost the owners of those adjacent lots any additional funding and the applicant shall bond or otherwise create documents approved by the City Attorney to assure that this occurs. 10. The applicant shalfdevelop Tract U as a full extension of Road C to where the applicant only owns the south 30 feet out to Duvall where the applicant shaH develop a half street connecting to Duvall. 11. The applicant shaH provide active recreation on at least three of the four larger tracts, Tracts A, H, K or T. ORDERED THIS 30th day of August, 2004. TRANSMITTED THIS 30lh day of August, 2004 to the parties of record: Susan Fiala 1055 S Grady Way Renton, W A 98055 Kayren Kittrick 1055 S Grady Way Renton, WA 98055 Craig J. Krueger Core Design, Inc. 14711 NE 291h Place, Ste. 101 Bellevue, W A 98007 John Skochdopole Connor Homes 846-1081h Avenue NE Bellevue, W A Jay and Karen Cook 14012 SE 133rd Street Renton, W A 98059 TRANSMITTED THIS 30th day of August, 2004 to the following: Mayor Kathy Keolker-Wheeler Stan Engler, Fire Eileen Cluphf 13632 SE 133rd Street Renton, W A 98059 August Gumser 13640 SE 1351h Street Renton, W A 98059 Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF Augllst 30, 2004 Page 12 Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section 1 OOGof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., September 13,2004. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that sllch appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., September 13,2004. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. 1 ' [--', ',,'~: ,,,' :)", 'L--=:"'--'---"'-'--7 t~ : ors'VO' ........ ""'1111', ......... . ; ; ;~:: :4- ; ~ .. ... ! · .. : -•..• -..". •... :-_ .. =-... ..... , '. , -'-:1 -.-. ' .... ; •.... ;. -:: }······.v i .. ······ i '" .,.,.. . ~: ....... . ! ........ . ! 1 t··· .. · 31 ------ SCALE: 1" -50 UJ r DEVELOPMENT PLANNING erN' OF RENTON AUG 0 5 200~ RECEIVED t 1 Pl puCE" H SCALE: 1" = u..-s-- E6 • 10 T23N R5E W 112 NE Ath St. C$ NE'j3r-d-e£: R-lolCp) iii --R-=.1-1-0.L--- I -~·-·1-··-1.-·--··-...,..·--·-·-·----,~ ... -~, ! 7~q~i: H / / I i ,/ CP) -,-.- ~--.----------.. --. I RC(P) I \ i j', 1---1/),---- ZONING PIBIPW TBCHNICAL SEIlViCES U/04IOl G6 -22 T23N R5E W 112 R-8 '2£\4~ SE 142nd St. 15 T23N R5E W 1/2 C'uc " •• --_. I _... ",. II" _~_ ... ~ ............ ~,...... '~I ~ -".~ INTERSECTION NE 4T~ 5T .. UNION AVE eE, CITY OF RENTON CONTROL FOINT II 1503 I: ELEY. 401.02 8M ~ 114" eRONZE FIN IN CASED CONC MON e TI-1E INTERSECTION 5E 2ND FL .. UNION AVE SE, CITY OF RENTON CONTROL FOINT • 418 = ELEY. 3~1.02 LEGAL DESCRIPTION ~Es...!J1I53e2 T~E NORT~ ~ALF OF T~E SOUT~EAST QUARTER OF TI-IE SOUTI-IEAST QUARTER OF T~E NORTI-IWEST QUARTER OF SECTION IS, Tou.N5l-IlP 23 NOR1H RANGE 5 EAST, WILLANETTE MERIDIAN, IN KING COlNTY, WASI-IINGTON. .. ~,\" EXCEPT T~E WEST 15 FEET TI-IEREOF AND TI-IE EAST 20 FEET T~EREOF!=OR ROADS. TOGET~ER WITI-I TI-IAT PORTION OF VACATED 14OTI-I AVENUE S.E., WI-IICH WOULD ATTACI-I 6Y OPERATION Cf= LAW, AS PROVIDED IN KINc:J COUNTY ORDINANCE NUMeER 13228, RECORDED UNDER RECORDINc:J ~R 2002020eoo201~. ORDER II 1012410 r-- TI-I5 SOUTI-II-IAlF O!= TI-IE NORTI-lWEST QUARTER O!= TI-I5 eour~EA5T QUARTER O!= TI-IE NORTI-lWEST QUA~R O!= oj) SECTION IS, TOIJ.N5t4IP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASI-IINc:.TON; ,s .. '" . EXCEPT TI-IE NORTI-I ~ FEET OF TI-IE EAST 330 FEET TI-IEREOF~-= AJ-iJ:> EXCEPT TI-IE SOUT~ ~2.~1 FEET OF TI-IE NORTI-I 2~1.~1 FEET OF TI-IE EAST 260 ~ET; ~ -e.~~I-IE SOUTI-I 110 f:EET OF TI-IE NORTI-I 205 FEET OF TI-IE EAST 260 FEET; JIIId::::6e~ . EXPECT THE EAST 20 FEET TI-IEREOF CONVEYED TO KING CO\J'llT'T" FOR ROAD PURPOSES 6Y DEED ~COR:DED UNDER RECORDINGr NUMeER l1cee214; ~AJ.p EXCEPT TI-IAT PORTION OF ~E WEST 10 FEET OF TI-IE EAST 330 FEET OF SAID SUeDIVISION LYING NORTI-IERL Y OF TI-IE SOUT~ 30 FEET TI-IEREOF AND 1. YINc:. SOUTI-IERL Y OF TI-IE NORTI-I ~5 FEET TI-IEREOF. ORDER 41 1110013 r-... "'~ . ~"'." . T~E NORTI-I ~ALF OF T~E NORT~ I-IALF OF T~E SOUT~WEST QUARTER OF T~E SOUT~EAST QUARTER OF T~E NORTI-IWE&T QUARTER, EXCEPT T~E EAST I~O FEET T~EREOF; AND T~E NORT~ 30 FEET OF T~E EAST I~O FEET OF TI-IE NORTI-II-IALF OF T~E NORTI-II-IALF OF TI-IE SOUTI-iUlEST QUARTER OF TI-IE eoUT~EAST QUARTER O!= TI-IE NORTl-lWE5T QUARTER, EXCEPT T~E EAST 20 FEET ~EREOF FOR ROAD; ALL IN SECTION IS, TOUNSI-IIP 23 NORTI-I, RANc:.E 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASI-IINGTON. ORDER • 10380&1 \' ... .," ~ \'~ ~ OJ :, ~ ~ ~ . ~ . ." "- r-~~t~--~~~-~,f---~~~~-qv l!Ji 2 ~ 3 RTIN'S ACRE (3) ~ 5 t i=! ,~ 4.94Ac. I --~~~r--------~" . ~ r'l5-,-__ (S.E. 131ST ST.) == 6D» (' @i jI-'-- .... (4) If) (2) (4) ~~) .>v-tt.lt 60 51 51 71 I '" ~ ~ ~ E (I) . NEIGJ.4eOR~OOD DETAIL MAP 1" = 400't DEVElOP~ENT PLANNlhJG CIIl' uF RENTor'..j . JUN 1 0 200~ :.. ',.. AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the 26th day of August, 2004, affiant deposited via the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBED AND SWORN to before me this .80 ~day of ~ ,2004. ," -to " .... ~ """\ C:. •• ~ \ ." .' Notary Public in and for the State of Washington Residing at ~ , therein. "'t, ' ... 7 ".:, Application, Petition or Case No.: Laurelhurst Preliminary Plat LUA 04-063, ECF, PP The Decision or Recommendation contains a complete list of the Parties of Record. •• "t- Minutes APPLICANT: CONTACT: OWNERS: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON John Skochdopole Connor Homes 846 1 08th Ave NE, Ste. 202 Bellevue, W A 98004 Craig J. Krueger Core Design, Inc. 14711 NE 29th Place, Ste. 101 Bellevue, W A 98007 August 30, 2004 Joseph Carlo 28823 Redondo Shores Dr. S. Des Moines, WA 98198 Jean Lucas 13823 SE 132nd St. Renton, WA 98059 Douglas and Sharlene Scherer 13731 SE 133rd St. Renton, WA 98059 Estate of Clara Hagerman, Julie Schisel-Administrator Linn, Schisel & Demarco 860 SW 143rd St. Burien, WA 98166 Michael and Linda Hampshire 13625 SE 131 5t St. Renton, WA 98059 Mary Ellen and Donald E. Hamblin 16210 SE 134th St. Renton, WA 98059 James Belmondo 13220 138th Ave SE Renton, WA 98059 Sharon Lee Vavak 13418 138th Ave. NE Renton, WA 98059 File No.: LUA 04-063, PP, ECF Between Bremerton & Field A venues NE and from NE 1 st Place to NE 3rd Street Approval for a 136-lot subdivision of a 30.1-acre site intended for detached single-family homes. Development Services Recommendation: Approve subject to conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on August 10, 2004. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the August 17,2004 hearing. The legal record is recorded on CD. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 2 The hearing opened on Tuesday, August] 7,2004, at 9:0] a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Overall Plat Plan and Neighborhood application, proof of posting, proof of publication and Detail Map other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Plan -north section Exhibit No.4: Preliminary Plat Plan -south section Exhibit No.5: Zoning Map Exhibit No.6: Combined Plat Plan Drawing Exhibit No.7: King County Storm water Map from Exhibit No.8: Map Defining Scherer Property and Ms. Cook Tract U The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The plat is 30 acres and comprised of 14 parcels that will be divided into] 36 lots and 2] tracts located within the R-8 zoning designation. There are nine (9) owners of record for the subject plat. Access to the plat is proposed via Bremerton Avenue NE, Duvall Avenue NE, NE 2nd Street (SE ]32nd Street in King County), new internal public streets and private access easements within the plat. The applicant is proposing two phases; Phase I is to the west of Duvall Avenue NE containing Lots 1-69, and Phase II would be east of Duvall Avenue NE to Field Avenue NE and that would contain Lots 70-136. There are 21 tracts proposed throughout the plat. Tracts B, C, and D located in the northern most portion of Phase I are designated "future development". The applicant is looking at combining these tracts with the property to the west at a time when the owner of that property is willing to sell. Tract N is also designated "future development" that is also for future subdivision as well. All of these tracts are located on dead end streets and the area is needed for turnaround spaces. There are 12 existing residences on the site; one residence will remain on new Lot 136 of Phase II. This site was annexed into the City of Renton in May 2004, it is designated Residential Single Family and zoned Residential 8. At the southwest corner of Phase I Maplewood Creek runs through, the ERC stated that this creek must have a 50-foot buffer. There are two Category 3 non-regulated wetlands on site which are proposed to be filled. The Environmental Review Committee issues a Determination of Non-significance -Mitigated for the project, which included ten mitigation measures. No appeals of the determination were filed. The proposed plat is designated Residential Single Family. The addition of 136 new single-family homes would increase the City's housing supply. The fourteen parcel site is designated Residential-8 dulac. A net density of 5.74 dwelling units per acre complies with density requirements for the R-8 zoning designation. Alllots comply with the lot dimension requirements. The Examiner inquired about the series of Tracts that abut roads, who will be maintaining them, what kind of landscaping will be installed, there seem to be a number of these small areas throughout the subdivision. \I ., Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30,2004 Page 5 Phase l. NE 2nd the half street improvement out to 132nd should be completed in Phase 1. These changes must be incorporated in Phase I per the Fire Department's requiremeilts. Duvall is trickier since they do not own all the right-of-way. Everything that they do, both sides, need to be done at the same time during Phase I. On the West end ofNE 2nd at that intersection with Bremerton, which has unequal and varying widths to the north, needs to be cleaned up and no longer a safety hazard. This must be done in Phase 1. Regarding the arrow on the light at NE 4th will have to be taken up with the Transportation Department, they have control ofthe existing signal there, as this comes in it may be appropriate use of the Traffic Mitigation Fees. The City is aware of the drainage problems, the new drainage areas will be maintained, they are required to do so. There is Code Enforcement that is more active than ever and will also cover the landscaping and tracts. They are checked periodically, ifthere are dead plants, the developer is informed for the first year and after that the homeowners' association is notified. The City of Renton has an active neighborhood program, if they meet the program requirements, they may ask for help on upgrades, etc. The incentive is to keep everything esthetically pleasing. The landscaping and fencing along street fronts are now required through the plats while the Codes are being prepared. The water can be moved from one basin to another because they both flow into Maplewood Creek. In Tract U, the south half of the panhandle is in the control of the appl icant and the one-half is 30 feet wide. Thirty feet wide is sufficiently wide enough for a 20-foot wide fire emergency access to be built, which would also preclude in not having to build the cul-de-sac. This works on paper but the actual calculations depends on the topography. There will be utilities built through there. Tract M will be watched very carefully to see if there is anything else that needs to be done to the pond. There should be some infiltration occurring, but it should not all be concentrated on these properties. And it must be maintained, the garbage will have to be cleaned out. The Board of Public Works does look at the timing for plantings, they are bonded until such time as weather permits. Storm improvements are not bonded, however, the pond would have to be in and functioning by the time they are ready to record. Fencing would most likely be in by the time of recording. In regards to Traffic, Exhibit 5 shows Duvall, Bremerton and Bremerton Place with a cul-de-sac with a connection that is going to connect to NE 2nd on the west side. Neighbors do not want through traffic there, some people will go through, but the plan is to make to more attractive to go up and through Duvall. There will be an access to SE 132nd so they can go out Jones Road on that side. The streets are going to look attractive within the plat as well as going north to Duvall. As development occurs, the same thing will be happening with Bremerton. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at II :00 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 6 FINDINGS: 1. The applicant, John Skochdopole, Connor Homes, filed a request for approval of a 136-lot Preliminary Plat together with 21 tracts. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance -Mitigated (DNS-M) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located between Bremerton Avenue NE on the west, Field Avenue NE on the east, NE 1 st Place on the north and NE 3rd Street on the south. The subject site consists of 14 separate legal parcels in various ownerships. 6. The subject site is best described as two parcels (which will also define the proposed phasing) that are divided into east and west portions by Duvall Avenue NE. The eastern parcel is rectangular and is approximately 675 feet wide (east to west) by approximately 1,000 feet long. The western parcel is irregularly shaped with a dogleg that connects at its south end to Duvall. The dogleg wraps around property that is not included in the plat. The western parcel is approximately 600 feet wide (east to west) by approximately 1500 feet long. 7. The subject site is approximately 30.1 acres or approximately 1,312,638 square feet. The western portion is characterized by several knolls and Maplewood Creek located in the extreme southwest corner of the site. It has grades varying from 10 to 20 percent. The eastern half of the site also has knolls and slopes ranging from 5 to 10 percent. The site is dominated by open pasture, tall grasses and blackberry brush with some trees located near the creek area. 8. The underlying lots contain nine single-family homes, three mobile homes and outbuildings. One home would be retained in the eastern portion of the site on what would be Proposed Lot 136 while the other structures would be removed. 9. The subject site was annexed to the City with the adoption of Ordinance 5074 enacted in May 2004. 10. The subject site is zoned R-8 (Single Family Residential - 8 dwelling units per acre). 11. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of detached single-family uses, but does not mandate such development without consideration of other policies of the Plan. 12. There are two unregulated wetlands on the site that the applicant proposes filling. Wetland A is located in the north half of the western parcel (in the approximate location of Proposed Lots 16 and 17) while Wetland B is near the southwest corner of the eastern parcel (in the approximate location of Proposed Lot 114). 13. The applicant proposes dividing the property into 136 lots. In addition, the applicant proposes creating 21 tracts. The tracts will serve a variety of purposes including storm water detention, passive and active open space, future roadway extensions and future development potential. • ., Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30,2004 Page 7 14. The applicant proposes developing the plat in two distinct phases. Phase I would develop the portion of the subject site west of Duvall including Proposed Lots I to 69. Phase 2 would develop the eastern portion of the site, that part of east of Duvall including Proposed Lots 70 to 136. 15. Phase I would consist of a number of blocks oriented in a mixed fashion. That is some blocks would consist of two tiers of lots oriented east to west while other blocks would be oriented north to south. These blocks and lots would be served by a new series of east-west and north-south roads that would loop and connect to Duvall. A new east-west roadway, NE 2nd Street would run from the west boundary of the plat at Bremerton Avenue NE, cross Duvall and run to the east boundary ofthe plat (Phase 2) at Field Avenue NE. NE 2nd Street would extend over what is now termed SE 132nd Street in King County and connect to that street on the east. 16. The applicant has proposed two temporary cul-de-sacs. One would be at the end of proposed Road F and overlay Proposed Lot 23 and Tract D (see below for a discussion of the various Tracts) near the northwest corner of the plat. Road F is expected to be eventually opened to the west. The second temporary cul-de-sac would serve Proposed Road E (potentially an extension of Bremerton Avenue) and be near the southwest corner of the plat and overlay Proposed Lot 59. A tract, Tract U, is proposed to extend out to Duvall with the future development of Tract N (see below for a discussion of the Tracts). 17. An easement across Proposed Lot 28 would provide access to Proposed Lot 27. In order to facilitate front yard arrangements on two shallow lots, the applicant has proposed that an easement provide access to and bt)tween Proposed Lots 52 and 53. In those lots their respective front yards would face each other across the easement driveway. Proposed Lot 57 will be a pipestem lot with its pipestem between Proposed Lots 56 and 58. 18. Phase 2 would also consist of a number of new blocks, one generally north-south street and a number of east-west streets that would intersect with Duvall on the west. Again, NE 2nd Street, at the immediate north edge of this phase, would continue to the east and connect to SE 132nd Street at Field Avenue. In the main, the blocks consist of two tiers of lots that run horizontally, east to west. Phase 2 contains Proposed Lot 136 where the existing single-family home will remain on the approximately 41,533 square foot lot. 19. In Phase 2 three interior lots, Proposed Lots 121, 127 and 132, would be served by private easements across their adjacent neighboring lots, Proposed Lots 122, 128 and 131, respectively. 20. In order to protect the functions of Duvall which is designated an arterial north ofNE 2nd and a collector south ofNE 2nd, staff has requested that no lots located along Duvall take their access to that street. Rather those lots would achieve access via other streets that abut those lots. 21. In reviewing the phasing, staff required that Phase 1 development requires that both sides of Duvall be developed, that SE 132nd (located along the north portion of the eastern parcels) be developed as a half street connecting to the existing segment east of the site and that NE 2nd's intersection on the west be appropriately developed. 22. The proposed tracts need some additional explanation. It would appear that 4 of the tracts, Tracts A, H, K and T, are large enough to support active recreation. Proposed Tract Q might also be large enough for active recreation. A number of tracts, Tracts E, F, G, I, J, 0, P, Rand S are at the end of blocks or Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 8 lots and are narrow and are proposed for decorative landscaping. Tract L will be preserved as a native growth protection easement for the creek while Tract M will be a large storm drainage pond. 23. Three tracts, Tract B, C and D, located west of Lots 21, 22 and 23, respectively, have been reserved for future development as single-family lots. The applicant proposes possibly joining each of these tracts to property west of them to create additional building lots when the property west is developed. Until that is real ized, if it is real ized, those tracts would be undeveloped and could be an eyesore. 24. Tract N is a large tract near the southwest corner of the site, across from the detention pond. This tract is part of a larger parcel and part of a complex transfer in which its underlying owner (not the applicant) wants to reserve ownership for future development after this plat is approved. The other portion of this underlying ownership will be part of this plat's new lots. 25. Finally, Tract U, located between Tract N and the Tract M detention pond, is proposed for future roadway development. It is proposed to connect Road E which is now proposed to end in a temporary cul-de-sac (on Proposed Lot 59) to Duvall A venue. A 30-foot wide dogleg portion of property between Tract U and Duvall is owned by the applicant but another 30 feet north of it is in 3rd party ownership. 26. After the complexity of ownership of Tracts Nand U were clarified, this office and staff suggested that the connection of Road E and Duvall appeared to be possible at this time over a 30-foot wide partial roadway. This would eliminate the temporary cul-de-sac and permit Lot 59 to be developed during Phase I construction. 27. The density for the plat would be 5.74 dwelling units per acre after subtracting sensitive areas (creek area and slopes) and roadways. 28. The development wi II increase traffic by approximately 10 trips per unit or approximately 1300 trips for the 136 single-family homes. Approximately ten percent of the trips, or approximately 130 additional peak hour trips will be generated in the morning and evening. 29. The subject site will receive domestic water and sanitary sewer from the City. 30. The subject site is located within the Renton School District. The project is expected to generate approximately 60 school age children. These students would be spread across the grades and would be assigned on a space available basis. 31. The areas near the subject site are generally zoned R-8. 32. There are drainage and flooding problems in the areas around the subject site, particularly to the east. Maplewood Creek is also subject to erosion problems. The site naturally drains into two separate basins that eventually recombine and drain into Maplewood Creek. While most of the 30 acres drains to the west, approximately 5.5 acres drains eastward. With approval from the City, the applicant will divert the eastern component of the storm water to the western basin to lessen problems in the east. The detention pond will be sized to accommodate this additional water and not exacerbate erosion or other problems to the west sub-basin. 33. Staff has recommended that the detention pond be fully fenced subject to their approval. The fencing exception would be near the creek. , f Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 9 34. Most of the trees would be removed from the site to accommodate development of the homes, streets and stormwater pond. Trees would be retained on some of the larger open spaces tracts, Tracts A, H, K, L (Creek corridor), Nand Q and on the largest lot where the existing home will remain, Lot 136. CONCLUSIONS: I. In the main, the proposed plat appears to satisfy the public use and interest. It protects the stream and stream corridor in the southwest corner, creates open space and recreational areas that can be used by residents of the plat and creates useable, rectangular lots with straightforward access. The major issue or issues are some of the reserve tracts, Tracts B, C, 0 and N. 2. The potential problems in creating Proposed Tracts B, C and 0 are that they could remain vacant for a long time. It might leave them as potentially unbuildable parcels that could become eyesores, weed patches or dump sites. Their development relies on the current applicant acquiring the adjacent property to the west. Then the applicant would have to plat that property and then combine portions of that westerly property with these tracts to create buildable lots. While it would not be entirely reasonable to foreclose the applicant's opportunity to fulfill that objective, there should be a time limit that allows the acquisition and platting of that property and a fallback mechanism to either create a lot out of these tracts or combine them with their easterly neighbors. The applicant shall have two years to complete the acquisition, platting and consolidation or Tracts B, C and 0 will be added to the adjacent lots, Proposed Lots 21,22 and 23. This action shall not cost the owners of those adjacent lots any additional funding and the applicant shall bond or otherwise create documents approved by the City Attorney to assure that this occurs. 3. The applicant apparently has options to purchase much of the property involved in this plat. It appears that the applicant and a third party have agreed that Tract N will not be platted into separate lots but reserved as a Tract and remain or be reconveyed back to that third party. Its later division will probably require some cul-de-sac or private roadway that possibly could have been avoided had it been incorporated into the current plat. 4. Tract U was proposed for the later development of a continuation of Road E. As proposed by the applicant, Road E would end in a temporary cul-de-sac over a portion of Proposed Lot 59. Lot 59 could not be developed for an indeterminant time. It appears more reasonable to extend Road E at this time over Tract U and extend it over the south 30 feet that the applicant owns as a half street creating the link to Duvall. There does not appear to be any reason to delay that link and create additional problematic tracts. 5. The plat is large and the applicant should provide on-site recreation to provide for that public need. Therefore, applicant should also definitely provide active recreation on at least three of the four larger tracts, Tracts, A, H, K or T. 6. In other respects, as noted above, the plat appears to be reasonably designed to serve the public use and interest. While on the edge of the City at this time, the plat can still be considered infill development since it is in an area where urban services are available. It is also in an area designated for such development by the Comprehensive Plan. 7. The development of the subject site will definitely increase traffic. approximately 1300 trips, to the traffic mix already on the neighborhood roads. Staff seemed to indicate that the plat can be appropriately served by the infrastructure that already exists and that the applicant will be supplementing by developing new roads and paying mitigation fees for transportation improvements. Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30,2004 Page 10 The development of Tract U will aid circulation and realize the Comprehensive Plan's goal of grid streets rather than cul-de-sac roads. 8. Development of the plat will increase the tax base of the City while also paying mitigation fees to offset its impacts on fire, parks and, as noted, transportation systems. 9. The plat is designed to control storm water from its development and may help control some existing flooding problems. It cannot be designed to solve all of the old problems. It should not have an adverse affect on Maplewood Creek. 10. In conclusion, the proposed plat appears reasonable and should be approved by the City Council. RECOMMENDATION: The City Council should approve a 136-lot Preliminary Plat subject to the following conditions: 1. The applicant shall place a note on the face of the final plat indicating the following yard orientations for these lots: a. Lot 51 shall have the front yard face Duvall Ave. NE with lot accessed from the side street. b. Lots 52 and 53 shall have 20 foot front yards facing shared driveway. c. Lot 131 shall have the front hard face Road B. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final plat per phase. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 3. No lot is to gain direct access to Duvall Avenue NE either north or south of the intersection with NE 2nd Street. This note shall be placed on the face of the final plat. 4. Street improvements, including but not limited to pavement, lights, sidewalks, along NE 2nd Street shall extend to the east to existing SE 132nd Street. The improvements shall be installed prior to recording of the final plat. This shall include the intersection ofNE 2nd and Bremerton, both sides of Duvall and NE 2nd Street east and west of Duvall. 5. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements, including fences, landscaping, utilities, private easements, etc. A draft of the document(s), if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to recording of the final plat. 6. The applicant shall install a modulated, decorative fence of a quality material, with irrigated landscaping along the entire plat's frontage with Duvall Avenue NE. All fencing shall be located and designed to not interfere with sight distances required at the intersections of public streets. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. The fence and landscaping shall be installed prior to recording of the final plat. 7. The applicant shall install a fence ofa quality material (no chain-link, if possible), decorative and modulated with a landscaped visual barrier that includes plant materials which would provide a year- round dense screen within three (3) years from the time of planting along the north property line of , , Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30, 2004 Page 11 Tract M (storm drainage facility). The south, west, and east property lines shall be fenced with solid fencing or other approved landscaped visual barrier. All fencing shall be located and designed to not interfere with sight distances required at the intersections. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final plat. 8. The applicant shall comply with the conditions imposed by the ERC. 9. The applicant shall have two years to complete the acquisition, platting and consolidation of Tracts B, C and 0 with the adjacent lots, Proposed Lots 21,22 and 23. This action shall not cost the owners of those adjacent lots any additional funding and the applicant shall bond or otherwise create documents approved by the City Attorney to assure that this occurs. 10. The applicant shall develop Tract U as a full extension of Road C to where the applicant only owns the south 30 feet out to Duvall where the applicant shall develop a half street connecting to Duvall. 11. The applicant shall provide active recreation on at least three of the four larger tracts, Tracts A, H, K or T. ORDERED THIS 30th day of August, 2004. FRED J. KAU AN . HEARING EX MINER TRANSMITTED THIS 30th day of August, 2004 to the parties of record: Susan Fiala 1055 S Grady Way Renton, WA 98055 Kayren Kittrick 1055 S Grady Way Renton, W A 98055 Craig J. Krueger Core Design, Inc. 14711 NE 291h Place, Ste. 101 Bellevue, W A 98007 John Skochdopole Connor Homes 846-1 08th Avenue NE Bellevue, W A Jay and Karen Cook 14012 SE 133rd Street Renton, W A 98059 TRANSMITTED THIS 30th day of August, 2004 to the following: Mayor Kathy Keolker-Wheeler Stan Engler, Fire Eileen Cluphf 13632 SE 133rd Street Renton, W A 98059 August Gumser 13640 SE 1351h Street Renton, W A 98059 Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division Laurelhurst Preliminary Plat File No.: LUA-04-063, PP, ECF August 30,2004 Page 12 Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section 1 OOGof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., September 13, 2004. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.in., September 13,2004. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. , .' .' ........ . '. '";".':'; ... :-=: ':':-.7:">"":'~"';:;:'; ~;':l.-':·:-::.:; 31 .TRACT 1'1 , .. -..ail:", • SCALE: 1" = 50 u:--: T DEVELOPMEW PlANNING CITY OF RENTON AUG·O 5 200~ ! 1 PL puce H SCALE: 1" = LT L .' . E6 -10 T23N R5E W 112 ~ .. -:--_ .. -.... _ ... _. tl'tlE 14th' St.! t CS i ..... _. R 1 01< P ) --... _ .. ;-.... 1_ ... __ .. _.; ..... _ .... __ .... _._ ... _ .-! i, -R-j~bL ~~~l1+:~ 1--.-:--__ -1 rl~H~-·~···-··h:---!"--'WO H / I ! i / i .1 <P) , i r-··-·-----·--·--··-·-····---··· ! , RC<P) . . . R=i10 \....---t------, ~~ ... --.. J: ------_--.I t;; ---==::------t~ ~ SE 142nd st. G6 -22 T23N R5E W 112 F6 ZONING PIBIl'W TJ!CHNICAL SEllVJCES UI04IOl 1:,.4.800 15 T23N R5E W 1/2 'i'l1'i . eEry OF.RENTQN 'HEARINGEXAMINE:iR "';"'TPUBLlC;:'HEARING' . COMMENCING AT 9:00AM . '" . , . . I '",. .. "':'" . .. CQUNCIL,CHAMBERS ·7TH.FLOOR ,"RENTON;'CITY,HALL> , . . '.. . I ....... , I ... ".... ' .. ,." ..•. ,. ,:..... ,,'''''' Theapplication( s) listed' Cirein9'r~~[' qf~PRli6?ti'P~,6~r11berOn ly::,al1~[tpt.~~,8;~saril~:,t~e O[c:l~f, in .which they,willbe heard'.ltems,'WiH~ec(Jlle~forhearing,afm~:disGretipn9fthe Heari~'g'E~aniii1er.<' .. .. PROJECT NAME: Laurelhurst Preliminary Plat PROJECT NUMBER: LUA04-063, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 136-lot subdivision of a multiple parcel, 30.1 acre site. Twenty-one (21) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single-family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, NE 2nd St. (SE 132nd St. in King County), new internal public streets and private access easements within the plat. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated on-site wetlands are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat. HEX Agenda 8-17-04.doc PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owners: Applicant: Contact: File Number: Project Description: Project Location: August 17, 2004 Laurelhurst Preliminary Plat Multiple Owners -Please see Owners of Record under Section C. John Skochdopole, Connor Homes 846 108th Ave. NE Ste. 202 Bellevue, WA 98004 Craig J. Krueger, Core Design, Inc. 14711 NE 29th PL Ste. 101 Bellevue, WA 98007 LUA-04-063, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 136-lot subdivision of a multiple parcel, 30.1 acre site. Twenty-one (21) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single- family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, NE 2nd St. (SE 132nd St. in King County), new internal public streets and private access easements within the plat. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated on-site wetlands are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat. Between Bremerton & Field Avenues NE and from NE 1st PL to NE3rd St. City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T Pre, .. ",nary Report to the Hearing Examiner LUA·04·063, ECF, PP PUBLIC HEARING DATE: AUGUST 17,2004 Page 2 of 13 B. HEARING EXHIBITS: Exhibit 1: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Sheet 1: Overall Plat Plan/Neighborhood Detail Map (dated 08/05/2004) Sheet 2: Preliminary Plat Plan -north section (dated 08/05/2004) Sheet 3: Preliminary Plat Plan -south section (dated 08/05/2004) Zoning Map: Sheet F6 West (dated 12/04/2003) C. GENERAL INFORMA TION: 1. Owners of Record: Joseph Carlo 28823 Redondo Shores Dr. S. Des Moines, WA 98198 Jean Lucas 13823 SE 132nd St. Renton, WA 98059 Douglas and Sharlene Scherer 13731 SE 133rd St. Renton, WA 98059 Connor Homes 846 108th Ave. NE Ste. 202 Bellevue, WA 98004 Estate of Clara Hagerman, Julie Schisel-Administrator Linn, Schisel & Demarco 860 SW 143rd St. Burien, WA 98166 Michael and Linda Hampshire 13625 SE 131st St. Renton, WA 98059 Mary Ellen and Donald E. Hamblin 16210 SE 134th St. Renton, WA 98059 James Belmondo 13220 138th Ave. SE Renton, WA 98059 Sharon Lee Vavak 13418 138th Ave. NE Renton, WA 98059 2. Zoning Designation: Residential - 8 (R-8) Dwelling Units per Acre 3. Comprehensive Plan Land Use Residential Single Family (RSF) Designation: 4. Existing Site Use: Single Family Residential and associated outbuildings. 5. Neighborhood Characteristics: North: Residential and Commercial; R-8 and CS zoning East: Residential and Commercial; R-8 zoning South: Single family residential; King County zoning and R-8 West: Single family residential; R-8 zoning and King County zoning 6. Access: Duvall Ave. NE and Bremerton Ave. NE via NE 4th St. 7. Site Area: 30.1 acres (1,312,638 sq. ft.-gross area) 8. Project Data: Existing Building Area: New Building Area: Total Building Area: Area· 12 residences N/A 3,299 sq. ft. D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning hexrpl_Laurelhursl.doc Land Use File No. N/A N/A N/A Comments All structures to be removedldemolished except on new Lot 136 Ordinance No. 5074 5075 5075 N/A N/A Date 05/2612004 05/26/2004 05/26/2004 City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T Pre, ... "nary Report to the Hearing Examiner LUA-04-063, ECF, PP PUBLIC HEARING DATE: AUGUST 17,2004 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Page 3 of 13 Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-160: Residential Blocks -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family and Residential Options objectives and policies; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant is proposing to subdivide a 30.1-acre, 14 parcel site into 136 lots and 23 tracts located within the R-8 zoning deSignation. The lots are intended for the eventual development of detached single family residences. The site currently contains nine single family residences, three mobile homes and associated outbuildings proposed to be removed/demolished except for one home to remain on new Lot 136. Tract M would include the storm detention/water quality pond and be located at the southwest portion of the site, adjacent to Maplewood Creek and at the end of new Road E. The site encompasses a large land area of varied topographic features. The west half of the site consists of several knolls with the site sloping to the west-southwest with grades from 10 to 20 percent. The topography on the east side of Duvall Ave. NE is also defined by a series of knolls ranging with slopes from 5 to 10 percent. A majority of the site consists of open pastureland that is vegetated by tall grass and localized areas of dense growths of blackberry brambles. The southwest corner of the site is vegetated with small to medium sized trees. hexrpl_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17, 2004 Pre ..... ,nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 4 of 13 The applicant submitted several studies including: a geotechnical report, a wetland report, a traffic impact analysis and a preliminary storm drainage report. Site preparation for development of the plat would include the removal of vegetation and trees for roadways, utilities and building pads. Primary access would be via NE 4th St. to Duvall Ave. NE. A new internal street system is proposed as well as the extension of Bremerton Ave. NE to connect to Bremerton PL NE. The internal road system would be constructed at reduced rights-of-way width of 42 feet with 32 feet of pavement. All lots would gain access to the public roads via private access easements, private streets or individual driveways. Street improvements including curb, gutter, sidewalk, lighting and rights-of-way dedication are required. A street vacation of Field Ave. NE (140th Ave. SE in King County) abutting the site on the east was approved on June 14, 2004 by City Council. The site is zoned Residential - 8 (R-8) dwelling units per acre. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 5.74 dulac after the deduction of public roadways and critical areas from the 30.1 gross acre site. The proposed lots would range in size from 4,500 square feet to 41,533 square feet. The Comprehensive Plan deSignates the site as Residential Single Family (RSF). The plat is proposed to be phased. The applicant has indicated that Phase 1 including Lots 1 through Lot 69, would be developed west of Duvall Ave. NE. Phase 2 would be developed east of Duvall and include Lots 70 through Lot 136. The plat is divided into two areas corresponding with phasing. The proposed tracts would be for open space or future development of lots or roads. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on July 13, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Laurelhurst Preliminary Plat. The DNS-M included ten (10) mitigation measures. A 14-day appeal period commenced on July 19, 2004 and ended on August 2,2004. No appeals were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1. The applicant shall comply with the "Geotechnical Engineering Study" prepared by Earth Consultants, Inc., dated January 28, 2004 regarding slope fill placement as discussed on Page 15 and illustrated on Plate 3 of the document. The satisfaction of this requirement shall be reviewed and approved by Development Services during construction, utility work and building construction. 2. The project shall be required to be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume" of the 2001 Storm water Management Manual. 3. If the applicant chooses to direct all site runoff to the one detention/water quality pond proposed to be located in the southwest corner of the site, this detention pond must provide additional onsite detention so that peak flows to the west SUb-basin are not increased. The single pond shall be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub-basin (west). The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to issuance of utilitylconstruction permits. 4. The project shall comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. hexrpt_LaurelhursLdoc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 Pre, .... ,nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 5 of 13 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 6. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. The fee shall be paid prior to the recording of the final plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 8. The applicant shall delineate, label and note on the face of the final plat a 50-foot buffer from the ordinary high water mark (OHWM) of Maplewood Creek. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division. 9. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 10. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and sign age along the entire edge of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Residential Single Family Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The proposed plat has a net density of 5.74 du/acre which is within the allowable density range. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All 137 lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 square feet and the largest lot is 41,533 square feet (existing house to remain). Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be arranged as an interconnecting network. The extensive or predominant use of cul-de- hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17.2004 Pre"" .mary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 6 of 13 sacs and pipestems should be discouraged for new development. A "flexible grid" pattern of streets and pathways should be used to connect adjacent and future development. The new internal street would interconnect with the grid of Duvall and Bremerton Avenues NE. Policy LU-73. Residential streets should be constructed to the narrowest widths (distance from curb to curb) feasible without impeding emergency vehicle access. A reduced right-of-way from the standard 50 feet for residential streets to 42 feet wide is proposed for the internal road system. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of 136 new single family homes to a recently annexed area would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-9, " Ensure sufficient and additional capacity for single family development by encouraging annexations," would be addressed by this project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Maplewood Creek. The ERC issued a mitigation measure on the project to mitigate impacts including but not limited to: providing permanent fencing and signage around the critical area and establishing a 50-foot creek buffer. Policy EN-G, "Develop land use regulations which establish and enhance setbacks along all waterways and intermittent stream courses. The purpose of the setbacks would be to retain an enhancement of the natural vegetation for infiltration, maintenance of wildlife and normal water temperatures, filtration, and the retardation of run-off and erosion," would be addressed by this project by provision of a 50-foot setback from Maplewood Creek and erosion controls measures. Compliance with the Underlying Zoning Designation. The 30.1 -acre site (gross area) consists of fourteen (14) parcels designated Residential - 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to 136 dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way, private streets serving more than three lots, and critical areas are deducted from the gross acreage of the site. After the deduction of 280,153 sq. ft. from the 1,312,638 gross sq. ft. site (1,312,638 gross sq. ft. -280,153 sq. ft. total deducted area = 1,032,485 net sq. ft. 123.7 net acres), the proposal would arrive at a net density of 5.74 dwelling units per acre (136 units I 23.7 acres = 5.74 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width required is 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 75 feet and lot depths are proposed from 76 to 100 feet except for Lot 136 which is 253 ft. in depth due to the house to remain on said lot. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 41,533 square feet. Lot 136 is larger in area than other lots due to the existing house proposed to remain. All lots comply with the lot dimension requirements. The plat would create 136 lots and 21 tracts with the following sizes: hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 LotlTract 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 hexrpt_Laurelhurst.doc Area (sq. ft.) 5280 5280 5280 5220 4942 5218 5390 5140 5129 5129 5155 5108 5095 7061 6045 5857 6596 5844 5940 5940 5921 5935 6590 5909 5833 6209 6117 6852 6025 5700 5686 5693 6650 5700 6650 5699 5701 5701 4751 6841 5701 7366 6759 7721 5761 5953 5761 5761 5761 5758 5982 6307 6353 4500 4500 Proposed Access Bremerton Ave. NE Bremerton Ave. NE Bremerton Ave. NE Bremerton Ave. NE Bremerton Ave. NE Road A Road A Road A Road A Road A Road A Road A Road A Road A NE 2nu St. NE 2na St. NE 2nu St. Road F Road F Road F Road F Road F Road F Road F Road F Road F 20 ft. shared drive 20 ft. shared drive Road F Road F Road F Road F Road F Road F Road F NE 2nu St. NE 2na St. NE 2na St. NE 2nu St. NE 2na St. NE 2nu St. Bremerton Ave. NE Bremerton Ave. NE Bremerton Ave. NE Road B Road B Road B Road B Road B Road B Road B 20 ft. shared drive 20 ft. shared drive Road B Road B Pre"""nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 7 of 13 Phase 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 LotlTract 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 hexrpt_Laurelhurst.doc Area (sq. ft.) 4810 5476 4950 7852 6096 4687 4500 4500 4500 4500 4500 4500 4500 6263 5693 5701 5701 5701 5701 6040 6835 5899 5600 6104 5761 5761 5761 5761 5755 5663 5701 5701 6841 6523 6511 5701 5701 6841 5668 5663 5701 6841 5701 6507 7731 7362 6695 6001 6001 6001 6339 5701 6310 6001 6001 6015 6557 7996 Proposed Access Road E Road E Road E Road E Road E Road E Road E Road E Road E Road E Road E Road E Road E Road E NE 2nu St. NE 2na St. NE 2na St. NE 2nu St. NE 2na St. NE 2na St. Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road 8 Road H Road H Road H Road H Road H Road H Road H Road H Road H Road H Road C Road C Road C Road C Road C Road C Road C Road C Road C Road C Road C Road C Road C Road C Pre" .. "nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 8 of 13 Phase 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 LotlTract 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 Tracts A B C D E F G H I J K L M N 0 P Q R S T U TOTAL Area (sq. ft.) 10,005 6841 5746 5756 5746 5796 6026 7508 7262 5945 5714 5707 7707 7056 7300 7140 7840 6903 7586 6323 6130 6922 41,533 Area (sq. ft.) 4899 3141 3184 3716 1170 1354 1812 11,888 2113 3175 6039 14,125 70,834 19,846 1323 3175 8176 2630 1848 6518 23,013 1,312,638 sq. ft. Proposed Access Road C Road C Road C Road C Road C Road C Road C 20 ft. shared drive 20 ft. shared drive Road C Road C Road C Road C 20 ft. shared drive 20 ft. shared drive Road C Road C 20 ft. shared drive 20 ft. shared drive Road B Road B Road B Road D Type Open Space Future DevelOQment Future Development Future Development O~en ~ace Open S~ace Open Space Open Space Open S--.2.ace Open Space O~en ~ace Native Growth Protection Area Storm Drain~e Future DevelOQment Open Space O--.2.en Sj)8ce Open S~ace Open Space O~en S--.2.ace Open S--.2.ace Future Road Pre,,, ",nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 9 of 13 Phase 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Phase 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes within the R-8 zoned parcels. Building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for this subject plat as the public roads would be newly constructed. However, from private easements, the front yard would be 20 ft. for both the primary structure and attached garage. hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 Pre" ... ,nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 10 of 13 The setbacks have been shown on the plat. For Lots 51, 52, 53 and 131, the yard orientation is not clearly evident. Staff recommends the following yard orientations for the subject lots as a condition of plat approval and is to be noted on the face of the final plat: front yard of Lot 51 is to face Duvall Ave. NE with lot accessed from the side yard along a street; 20 ft. front yards of lots 52 and 53 to face shared driveway; front yard of Lot 131 to face Road C. Also, Lots 51, 52 and 53 do not have the correct setbacks shown on the preliminary plat. The rear yard of Lot 51 is to be 20 ft. (west property line); Lot 52's rear yard is to be 20 ft. on east property line and Lot 53's rear yard is to be 20 ft. on west property line. Building Standards -The R-8 zone permits one single family residential structure per lot. Each of the proposed lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Accessory structures are permitted only when associated with a primary structure located on the same parcel. . Twelve single family residences, including mobile homes, and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain demolition permits and complete all inspections and approvals for all buildings located on the property prior to the recording of the final plat. Building height in the R-8 zone is limited to two stories and 30 feet for primary structures and 15 feet for detached accessory structures. The R-8 zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are at right angles to street lines. All lots would gain access to public roadways either directly, or via private access easements. As proposed, lots comply with arrangement and access requirements of the Subdivision Regulations. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan does include setback lines for each lot showing potential building envelopes and when considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single family homes. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create numerous lots to be located at the intersection of public rights-of-way. The proposed radius for each these corner lots would meet code. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via NE 4th Street to Duvall Ave. NE. Other access to the plat would be from Bremerton Ave. NE, Bremerton PL NE, and NE 2nd St. An internal residential road system and private access easements would also provide access to the lots. Duvall Ave. NE is classified as a minor arterial north of NE 2nd St. and is classified as a residential collector south of NE 2nd St. Staff recommends as a condition of approval that no lot is to gain direct access to Duvall Ave. NE north of its intersection with NE 2nd Street. hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17. 2004 Pre"" .,nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 11 of13 Furthermore, due to the proposed grid street system and Duvall Ave NE classification as a minor arterial north of the site, staff recommends that street sections for Duvall Ave NE, between NE 4th Street and NE 2nd Street, be 36 feet pavement, 5-foot sidewalks and 5-foot planting strip fronting the project side. The face of the new curb is to be located 18 feet from right-of-way centerline. South of NE 2nd Street the cross section of the roadway would be the standard 32 feet pavement, 5-foot sidewalks and 5-foot planting strip. Currently N E 2nd Street (SE 132nd St in King County) has 20 feet of right-of-way and provides access to the parcels adjacent to it. This development is required to dedicate 15 feet of additional right-of-way'. Due to the proposed grid plan, staff recommends as a condition of plat approval that street improvements along NE 2nd St. extend east to existing SE 132nd Street. This would establish a roadway east-west connection to the south of NE 4th Street. Staff recommends the establishment of a homeowner's association or maintenance agreement for all common improvements, including but not limited to: utility and access easements, stormwater facilities and tracts, as a condition of preliminary plat approval. Topography: The site encompasses a large land area of varied topographic features. The west half of the site consists of several knolls with the site sloping to the west-southwest with grades from 10 to 20 percent. The topography on the east side of Duvall Ave. NE is also defined by a series of knolls ranging with slopes from 5 to 10 percent. A majority of the site consists of open pastureland that is vegetated by tall grass and localized areas of dense growths of blackberry brambles. The southwest corner of the site is vegetated with small to medium sized trees. Ornamental shrubs, plants and trees are located as part of residential landscaping throughout the site. The trees include: Douglas Fir, black cottonwood, red alder, bitter cherry and locust. The tree cutting and land clearing plan indicates that all vegetation from the plat would be removed except trees located within Tracts A, H, K, L, N, Q and Lot 139 (existing house to remain). The cleared land would accommodate the construction of homes, roads and storm detention as depicted on the tree inventory plan which also identifies the location of larger trees. Relationship to Existing Uses: Single family residential surrounds the subject plat as developed under both the City of Renton and King County regulations. To the north of the site, on Duvall Ave. NE, a mixed-use development is proposed consisting of townhouses with neighborhood commercial fronting NE 4th St. The proposed single family subdivision is compatible with these existing uses. Duvall Ave. NE is designated as a minor arterial north of NE 2nd St. and as a collector to the south of NE 2nd St. The applicant is proposing to create several tracts along the east and west street frontages which would potentially include fencing and landscaping. For those portions of the Duvall Ave. NE street frontage north of NE 2nd St., no tracts are proposed, however the right-of- way width is proposed to include a sidewalk and a landscaped strip. To ensure that the all lots fronting Duvall Ave. NE are adequately buffered from the street as well as reduce the monotone appearance of solid fenCing along the street frontage, staff recommends as a condition of approval that the applicant submit a landscape plan and a fence design for review and approval for the entire plat frontage on Duvall Ave. NE. (e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the applicant's provision of Code required improvements and fees. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is antiCipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final plat. hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLAT PUBLIC HEARING DATE: AUGUST 17,2004 Prer." "nary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 120f 13 Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in sixty (60) additional students (0.44 x 136 = 59.84). The schools would include: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage/Surface Water: The applicant has submitted a Preliminary Storm Drainage report and plan prepared by Core Design, Inc. dated February, 2004 with the land use application. The drainage area located on the eastern edge of the property receives about 5.5 acres of runoff from the project site. The site drains to two drainage areas having separate natural discharge pOints (east and west) that do not re-combine within a ~ mile downstream. Per the 1998 King County Surface Water Design Manual, this condition should be maintained after development (would require two separate detention and water quality facilities, each discharging to their natural location). There are known flooding problems along the adjacent east drainage path. The project is proposed to relieve some of the flooding problems by redirecting the runoff from the east 5.5-acre portion back to the west and into the single detention/water quality pond. The ERC placed a mitigation measure on the project stating: "If the applicant chooses to direct all site runoff to the one detention/water quality pond proposed to be located in the southwest corner of the site, this detention pond must provide additional onsite detention so that peak flows to the west sub-basin are not increased. The single pond shall be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub-basin (west)." Furthermore, staff recommends as a condition of approval that Tract M (storm drainage) be fenced along its entire perimeter and located to not interfere with site distances. The north property line of Tract A fronting NE 4th St. is to include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The remaining three sides (west, east and south) are to be fenced. The fence must be of a quality material, not chain link (if feasible), decorative and modulated, to reduce the impact of the drainage tract and the blank, continuous appearance of fenCing. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. Water main extension within the new streets interior to the plat will be required for this project. A water main extension will also be required along the frontage of Parcel No. 1423059018 with NE 2nd St. (SE 132nd St. in King County). New water service stubs to each lot must be installed in conjunction with the above water main extension. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A sewer main extension to connect to the new sewer system along the frontage of Duvall Ave NE (138th Ave SE), along the frontage with SE 132nd Street (to east boundary of plat) and Bremerton Ave NE (136 Ave SE) are required. A sewer main extension to the south property line of Parcel No. 1523059194 will also be required. The sewer main must be extended to provide sewer to all lots. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. The site is subject to the East Renton Interceptor Special Assessment District (SAD) and Sanitary Sewer System Development Charges (SDC) which are payable at the time the utility construction permit is issued. hexrpt_Laurelhurst.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA T PUBLIC HEARING DATE: AUGUST 17,2004 H. RECOMMENDA TION: Pre"",lnary Report to the Hearing Examiner LUA-04-063, ECF, PP Page 130f13 Staff recommends approval of the Laurelhurst Preliminary Plat, Project File No. LUA-04-063, ECF, PP subject to the following conditions: 1. The applicant shall place a note on the face of the final plat indicating the following yard orientations for these lots: • Lot 51 shall have the front yard face Duvall Ave. NE with lot accessed from side street. • Lots 52 and 53 shall have 20 ft. front~yards facing shared driveway; • Lot 131 shall have the front yard face Road C. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 3. No lot is to gain direct access to Duvall Ave. NE north of the intersection with NE 2nd Street. This note shall be placed on the face of the final plat. 4. Street improvements, including but not limited to pavement, lights, sidewalks, along NE 2nd St. shall extend to the east to existing SE 132nd Street. The improvements shall be installed prior to recording of the final plat. 5. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements, including fences, landscaping, utilities, private easements, etc. A draft of the document(s), if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to recording of the final plat. 6. The applicant shall install a modulated, decorative fence of a quality material, with irrigated landscaping along the entire plat's frontage with Duvall Ave. NE. All fencing shall be located and designed to not interfere with sight distances required at the intersections of public streets. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. The fence and landscaping shall be installed prior to recording of the final plat. 7. The applicant shall install a fence of a quality material (no chain-link, if possible), decorative and modulated with a landscaped visual barrier that includes plant materials which would provide a year- round dense screen within three (3) years from the time of planting along the north property line of Tract M (storm drainage facility). The south, west, and east property lines shall be fenced with solid fencing or other approved landscaped visual barrier. All fencing shall be located and designed to not interfere with site distances required at the intersections The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final plat. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature) date. hexrpt_Laurelhurst.doc ~NJ,I3""b'nS' '~NINN11'1d ~NJb',BNJDN;I N9IS:JQ~ HJroiO SlNJIW)3AJO /iJd HJ't(lW SJNJlWXJAJOIOtl '"' !O!/I '*"'U ~'Ol PI I It' ..L S l::I n H -, 3l::1 n \7 113D]nll)( DIY'" OJO"530 ~" <:i .L '0'7 cI A ~ '0' N , W '7 3l::i cI .oOZ '6 "".nllB].I Juo " :1:)3 'dd 'C90 -f70tlm 'ON 37/:1 AlIa [ l ' " --------F-=---~~~" '-hi ---rt--/-_·_------,-----,----,--,,-;--r---r-r--, L _ ~ ~ ~ ~5§ ~5.~ d) i~ 'lIi~ .1 ~h h~ ~~~ I ~ ~5e ~~. ~~~ ., ~§ ~~ '01' d) ~~~ ~~i ~ liP i ~ ~'I .~~ 2 5 f~~ f~1 ~ i ,,~ ~ ~il o I~ 10 ~ ~ .-15 " I~ Q5 III ~* ~~d ~~~i / )~:~.::b ;~,t, '<;~ E 1/2, NW 1/4, SEC. 15, TWP. 23 N., RGE. 5 E., w.M. -7 SCALE: ," .... , I r 50 ". I Q • z " ~ ~ ~ • . ' ~ .. , ~ f' ~ ~ ~ Q . Hi ~ z z < SHEET OF 2 I 3 02052 .;",,~'.,!~"'''''''-:" •• ~ .... ~-.,., '1 :~ 1 ! . • l... '''~J '.~ : . 'It ....... . . ~ .' ~, .. . ". : ' ... ! .' .. ..... 'i . .,. .. ~. ". r': .~ 'f. 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Krueger Core Design, Inc. 14711 SE 29th Place Ste 101 Bellevue, WA 98007 contact Jean Lucas 13823 SE 132nd Street Renton, WA 98059 owner Michael & Linda Hampshire 13625 SE 131st Street Renton, WA 98059 owner Sharon Lee Vavak 13418 138th Ave NE Renton, WA 98059 owner Lance Parker 4403 NE 1st Place Renton, WA 98059 (425) 228-3733 party of record Karen Cook 14012 SE 133rd Street Renton, WA 98059 (425) 226-1437 party of record Fernwood North Homeowners Association PO Box 2364 Renton, WA 98056 party of record PAtrlES OF RECORD Laurelhurst Preliminary Plat LUA04-063, PP, ECF Joseph N. Carlo 28833 Redondo Shores Dr S Des Moines, WA 98198 owner Douglas & Sharlene Scherer 13731 SE 133rd Street Renton, WA 98059 owner Donald E. & Mary Ellen Hamblin 16210 SE 134th Street Renton, WA 98059 owner David L. Halinen Halinen Law Offices 2115 N 30th Ste 203 Tacoma, WA 98403 (253) 627-6680 party of record Eileen Cluphf 13632 SE 135th Street Renton, WA 98059 (425) 255-5193 party of record Meg Weis 165 Bremerton Place NE Renton, WA 98059 (425) 277-3551 party of record AI Dembowski 14010 SE 134th Street Renton, WA 98055 (425) 271-4084 party of record John Skochdopole Conner Homes Company 846 108th Ave NE Bellevue, WA 98004 applicant Julie Schisel Administrator, Estate of Clara Hagerman Linn, Schisel, and Demarco 860 SW 143rd Street Burien, WA 98166 owner James Belmondo 13220 138th Ave SE Renton, WA 98059 owner Paul Lindberg 13836 SE 131st Street Renton, WA 98059 (425) 228-4712 party of record Shirley Milligan 110 Bremerton Place NE Renton, WA 98059 party of record Kathleen Schrader 173 Bremerton Place NE Renton, WA 98059 (425) 277-1203 party of record Carol, Mike, Eric, & Denise Widell 106 Anacortes Court, NE Renton, WA 98059 (425) 226-3626 party of record .. Lola Archer 14004 SE 133rd Street Renton, WA 98059 (425) 228-1444 party of record PAtTIES OF RECORD Kenneth Bench 901 Corporate Center Drive #104 Monterey Park, CA 91754 (323) 262-8484 party of record . --: ......... : ..... ."f". ;.: .. . ......... .. . ~ j ':;: ST ITE OF WASHINGTON, COUNTY OF KING } AFFIDA VIT OF PUBLICATION «-:" ::;. j~-... "", 'P1::mLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on Monday, 7/19/04 The full amount of the fee charged for said foregoing publication is the sum of $130.00 at the rate of$15.50 per inch for the first publication and N/A per Lily Nguyen Legal Ad rtising Representative, King County Journal Subscribed and sworn to me this 19th day of July, 2004. ~S4-'\\ \ \ \1111"', f"I/ . <.::.\\\' . MEAO III//. .'. ~ ... I>-........ 1tL'>. ~ <.:::' O~"".··~:5\On e-••••• '-"""...<\ ~ ~-::f. o·~\.., -r.o.-.-r ~ ~.::.: ........ ~ ~ I''''cg •• -:::. Tom A. Meagher .. . 3 f't? \~Oi A~)I '" \ ~ Notary Public for the State of Washington, Resldmg m ~~m~nd, ~gtonj Z ~ Ad Number: 846465 P.O.Number:~";\ PUBl\Ci /o§ Cost of publishing this notice includes an affidavit surcha€ge;y :'" -it ,§l\'" r'::: ~ . ~ /' " "II' 2 " .' ~v :'::' ~;" .s-....... ; .... '-(\'"'-~ '-:"//1/ Or: w p., S \\'\'\'\ 1111Ii" /I \I \ \ \\\\\ NOTICE OF EwnRONMENTAL DETERMINATION & PUBLIC HEARING EwnRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance- Mitigated for the following project under the authority of the Renton Municipal Code. Laurelhurst Preliminary Plat LUA04-063, PP, ECF Location: Between Bremerton & Field Avenues NE and from NE 1st Place to NE 3rd Street. The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a 29.9 ac. site. Twenty-three tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. All existing structures would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on August 2, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on August 17, 2004 at 9:00 AM to consider the preliminary plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Published in the King County Journal July 19,2004. #846465 ;:.. • Laurelhurst Preliminary Plat Meeting on July 16,2004 11:00 am Discussion Items Plat Layout: 1) South of 132nd St. Duvall is considered a residential street. Thus it would be treated as being within a neighborhood. 2) Staff has reviewed the single tier of lots along Duvall Ave. NE, south of 132nd Ave. SE, per code section 4-7-160. A The width of blocks shall be wide enough to allow two tiers of lots. 3) The easternmost section of the plat, appears to be designed around Lot 139 which is the existing house proposed to remain . . 4) The street, labeled Road C would be reverse curve and does not meet code section 4-6-060F.B.c. which states that a tangent of at least 100 ft. in length shall be provided between reverse curves for residential access streets. 5) The direction is to re-design this section of the plat similar to the concept provided or other options provided the reverse curves are eliminated and a Single tier of lots along Duvall is eliminated as well. 6) It has been staff's recent experience that the Hearing Examiner does not like a project to come to the public hearing with major changes to a plat required. It is in the best interest of the applicant to make changes to the plat prior to the public hearing. Other comments: 7) The neighborhood map includes an additional parcel not included in the subject plat. Please revise this drawing. B) It is likely that staff will be recommending that a landscape plan be provided for Tracts, landscaping strips along Duvall Ave. NE as a condition of preliminary plat approval. You may submit now or prior to final plat recording. 9) The plat map does not show the proposed cul-de-sac at Lot 23 and Tract D, (only the grading plan does). Also, show the 20 ft. wide temporary turnaround through Lots 1 and 10 Please revise the plat map to show these access elements and label appropriately. 10) Label Maplewood Creek and its OHWM and setback per the ERC condition of 50 feet. Re-submittal needs: Please provide four (4) full size drawings of all revised plans black and white and PMTs. 1:\LaurelhurstPP _7 _15mtg.doc , , -r ' .. J / ! . . , -! --=--"...-4.-- I , . ,~ . . -. 1 I-~ . -· ·,,, .. t_· · ,. _. · -- · \. • ~ · • · --.-., · · · · -. J . , . . ' / -, ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON·SIGNIFICANCE • MITIGATED (DNS·M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Laurelhurol Preliminary Pial PROJECT NUMBER: LUA04-063, PP, ECF LOCATION: Between Bremerton 6: Field Avenuos HE and from NE 1st Place to HE 3rd Street. DESCRIPTION: The applicant 18 requlltlng Environmental (SEPA) Review and PrelimInary Plat approval, tor a phased, 139 lot subdivision of a multiple parcel, 29.9 acre 'Ita. Twenty three (23) tracts for open spacD, storm drainage and future development are Included In the proposal which 18 located within the Residential· 8 (R-S) zoning designation. The lot8 are Intended tor the eventual development of detached alngle family homes- lots rllnglng In Ilze from 4,500 square faet to 41,533 square feet. Nina lingle family home., three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remeln. Accesall proposed via Bremerton Ave. NE. Duvell Ave. NE, SE 132nd St. In King County. new Internal public atreeta and prlvete eccess easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE In King County) has been vacated. Two non-regulated wetlands located within the slta are proposed to ba nlled. Maplewood Creek crosses tho southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. APPEALS OF THE ENVIRONMENTAL DETERMINATION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM ON AUGUST 2, 2004. APPEALS MUST BE FILED IN WRITING TOGETHER WITH THE REQUIRED $75.00 APPLICATION FEE WITH: HEARING EXAMINER, CITY OF RENTON, 1055 SOUTH GRADY WAY, RENTON, WA 98055. APPEALS TO THE EXAMINER ARE GOVERNED BY CITY OF RENTON MUNICIPAL CODE SECTION 4-8-110.B. ADDITIONAL INFORMATION REGARDING THE APPEAL PROCESS MAY BE OBTAINED FROM THE RENTON CITY CLERK'S OFFICE, (425) 430-6510, A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON AUGUST 17, 2004 AT 9:00 AM TO CONSIDER THE PRELIMINARY PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200, DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the prolectNUMBER.when cellln'g for proper file Identification. CERTIFICATION I, Oe1'e\L. Jo ro4.r. , hereby certify that ----:::3:::.....-_ copies of the above document were posted by me in ~ conspicuous places on or nearby the described property on ~'" \y IS ~OCI t-f """""" 1 -.-. ...... "'N KA~ "'I ~/\r'\ ~ L _ tJ,(yf _:~~,: ............. C'~II.. Signed: Y , \ ;e-~ f ~~ ... ~SS\ON ~+..o .. ~'{T~ST: Subs~r~be~~et"m'e me, a Notary Pjr?lis, in and fPP~~h~ : let .... \OTA~L. ~ ... -W~hmgton resldmg ln~ ,on the c>L~ -1"-day of~ ~O,-/ ~ :0" r~: ~ ~ : ..... 0: ~ "'-. . ~ \ (J) ~. ,oUBUC i ; MARILYN KAMCHEFF t, ;.A .... .... ~ ; tftV '!1!,I'IIMTMFNT EXPIRES 6-2ftM """»~"'~'29.01""G-.: D"lJI I. " 0 -......... \~ .--•••• ~ WASV' ..... .. '" '\\' '''''''''' ... , .. ... ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Laurelhurst Preliminary Plat PROJECT NUMBER: LUA04-063, PP, ECF LOCATION: Between Bremerton & Field Avenues NE and from NE 1 st Place to NE 3rd Street. DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are Included In the proposal which Is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes- lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. APPEALS OF THE ENViRONMENTAL DETERMINATION MUST BE FILED IN WRITING ON OR BEFORE 5:00 PM ON AUGUST 2, 2004. APPEALS MUST BE FILED IN WRITING TOGETHER WITH THE REQUIRED $75.00 APPLiCATION FEE WITH: HEARING EXAMiNER, CITY OF RENTON, 1055 SOUTH GRADY WAY, RENTON, WA 98055. APPEALS TO THE EXAMiNER ARE GOVERNED BY CITY OF RENTON MUNICIPAL CODE SECTION 4-8-110.B. ADDiTIONAL INFORMATION REGARDiNG THE APPEAL PROCESS MAY BE OBTAINED FROM THE RENTON CITY CLERK'S OFFICE, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON AUGUST 17, 2004 AT 9:00 AM TO CONSIDER THE PRELIMINARY PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. ( DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION • CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 15th day of July, 2004, I deposited in the mails of the United States, a sealed envelope containing Environmental Determination documents. This information was sent to: Craig J. Krueger Contact Joseph N. Carlo Owner John Skochdopole Applicant Jean Lucas Owner Douglas & Mary Ellen Hamblin Owner James Belmondo Owner Sharon Lee Vavak Owner See Attached Parties of Record (Signature of :-..~n'n~r/~".e:.:...!:..:.~.......:;;::q...~~_=====--________ ~~4-N KA ........ ttto~\ ••• ;t-\SSION~· •• : ~ ',1. .. ~ ~. ~ ~ ) SS f8 ~OTA~r -w;~ '1\ ~ COUNTY OF KING ) ,. ~ -... cn~ ~ ~ ~ \ .bU8L1C .: i I certify that I know or have satisfactory evidence that Patrick Roduin "t"~""'~'< -01 /~~J signed this instrument and acknowledged it to be his/her/their free and vOluntarY'~~tf6~~~ .. .snd purposes mentioned in the instrument. "'\\\\!,," .......... ~ .. Date~~ Ui ~q ~{j~. ~~~~ ~ NOta~andfurth~on Notary (Print): ____ ----.lnIU.lOA~a""'II.¥++'~wII(,I,Io\II:IYI'MGbfl=l'fe~W~-----------_ My appointment expires: ~1Y APPOINTMENTc:vn'ng~~ Laurelhurst Preliminary Plat LUA04-063, PP, ECF Craig J. Krueger Core Design, Inc. 14711 SE 29th Place Ste 101 Bellevue, WA 98007 contact Jean Lucas 13823 SE 132nd Street Renton, WA 98059 owner Michael & Linda Hampshire 13625 SE 131st Street Renton, WA 98059 owner Sharon Lee Vavak 13418 138th Ave NE Renton, WA 98059 owner Lance Parker 4403 NE 1st Place Renton, WA 98059 (425) 228-3733 party of record Karen Cook 14012 SE 133rd Street Renton, WA 98059 (425) 226-1437 party of record Fernwood North Homeowners Association PO Box 2364 Renton, WA 98056 party of record Updated: 07/15/2004 • • PARTIES OF RECORD Laurelhurst Preliminary Plat LUA04-063, PP, ECF Joseph N. Carlo 28833 Redondo Shores Dr S Des Moines, WA 98198 owner Douglas & Sharlene Scherer 13731 SE 133rd Street Renton, WA 98059 owner Donald E. & Mary Ellen Hamblin 16210 SE 134th Street Renton, WA 98059 owner David L. Halinen Halinen Law Offices 2115 N 30th Ste 203 Tacoma, WA 98403 (253) 627-6680 party of record Eileen Cluphf 13632 SE 135th Street Renton, WA 98059 (425) 255-5193 party of record Meg Weis 165 Bremerton Place NE Renton, WA 98059 (425) 277-3551 party of record AI Dembowski 14010 SE 134th Street Renton, WA 98055 (425) 271-4084 party of record John Skochdopole Conner Homes Company 846 108th Ave NE Bellevue, WA 98004 applicant Julie Schisel Administrator, Estate of Clara Hagerman Linn, Schisel, and Demarco 860 SW 143rd Street Burien, WA 98166 owner James Belmondo 13220 138th Ave SE Renton, WA 98059 owner Paul Lindberg 13836 SE 131st Street Renton, WA 98059 (425) 228-4712 party of record Shirley Milligan 110 Bremerton Place NE Renton, WA 98059 party of record Kathleen Schrader 173 Bremerton Place NE Renton, WA 98059 (425) 277-1203 party of record Carol, Mike, Eric, & Denise Widell 106 Anacortes Court, NE Renton, WA 98059 (425) 226-3626 party of record ~~~ .. . ~ ...IL' -Kathy Keolker-Wheeler. Mayor July15.2004 Craig J. Krueger Core Design, Inc. 14711 SE 29th Place #202 Bellevue, WA 98007 SUBJECT: Laurelhurst Preliminary Plat LUA04-063, PP, ECF Dear Mr. Krueger: CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERG) and is to advise you that they have completed their review of the subject project. The ERG issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. . Appeals of the environmental determination must be filed in writing on or before 5:00 PM on August 2,2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal CbdeSection 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 17, 2004 at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the EnvironmentalDetermination is appealed,·the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you .to . exercise your' appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7382. For the Environmental Review Committee,' Susan Fiala Senior Planner cc: John Skochdopole fApplicant David L. Halirien, Paul Lindberg, Lance Parker, Eileen Cluphf, Shirley Milligan, Karen Cook, Meg Weis, Kathleen Schrader, Fernwood North Homeowners Assoc., AI Dembowski fParties of Record Joseph N. Carlo, Jean Lucas, Douglas & Sharlene Scherer, Julie Schisel, Administrator -Estate of Clara Hagerman (Linn, Schisel & Demarco), Michael & Linda Hampshire, Donald & Mary Ellen Hamblin, James Belmondo, Sharon Lee Vavak fOwners Enclosure ------}-OS-S-S-o-uth-G-ra-d-y-W-ay-.-R-e-n-to-n,-W-a-sh-i-ng-to-n-9-S-0-SS------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE . i • "CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING • On the 15th day of July, 2004, I deposited in the mails of the United States, a sealed envelope containing Environmental Determination documents. This information was sent to: Agencies See Attached "" (Signature of ,""gnlnb~jW:~£:....-';;'~~~ __ ~~ _________ ---.~~.-~,;; KA41Q "II ,. '. ~ I" ~j: •• ~ I, "T..()"~' , ~OTA~,.. ~\"<\ % ... ~ (I): ~ COUNTY OF KING ) ~ CI) ~. PUauC .: ~ : 'I. ;;. '. .. :!"O :: v,.., ... (1, •• -0: I certify that I know or have satisfactory evidence that Patrick Roduin I,.,;~ o~:f.~:~:··~~G~.i" signed this instrument and acknowledged it to be his/her/their free and voluntary achor\t~~~es-1ind purposes mentioned in the instrument. NOtafYbIiC in and for the sa ashington Notary (Print): ___ !:.tMA!..II.R.llliII; ..... YNil.lKAiKIIIIMCIoU.HfFF~~ ____________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Laurelhurst Preliminary Plat LUA04-063, PP, ECF 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 Jamey Taylor * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt • • AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. c/o Department of Ecology * 3190 160th Ave SE Attn. SEPA Reviewer Bellevue, WA 98008 39015 -172nd Avenue SE Auburn, WA 98092 Duwamish Tribal Office • Muckleshoot Cultural Resources Program 4717 W Marginal Way SW • Seattle, WA 98106-1514 Attn: Ms Melissa Calvert 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division • Office of Archaeology & Historic Environmental Planning Supervisor Preservation * Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 Seattle, WA 98104-5004 Note: If 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, PMT's, and the notice of application. * Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing ~4~.' ... II» ..u. -Kathy Keolker-Wheeler, Mayor July 15, 2004 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olyinpi~, WA 98504-7703 CITY. RENTON· PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the EnVironmental Review Committee (ERC) on July 13; 2004: DETERMINATION OF NON·SIGNIFICANCE·MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: DESCRIPTION: Laurelhurst Preliminary Plat LUA-04-063, ECF, PP Between Bremerton & Field Avenues NE and from NE 1 SI PL to NE 3rd The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future . development are included in the proposal which is located within the Residential-8 (R-8)zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home or; new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been ~acated. Two non-regulated wetlands located within the. site are proposed to be filled. Maplewood Creek crossesthe southwestern portion ofthe plat and would have a 25 foot buffer from the ordinary high water mark. Appeals· of the environmental determination must be filed in writing on or before 5:00 PM on August 2,2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady WaY,Renton, WA 98055~ Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7382 Susan Fiala Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold Enclosure ~ -----'---l-OS-S-s-o-ut-h-a-ra-d-y -W-ay-.-R-e-n-to-n,-W-a-sh-i-ng-to-n-9-S.;...O-SS------R E N TON * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: LUA04-063, PP, ECF Laurelhurst Preliminary Plat John Skochdopole Between Bremerton & Field Avenues NE and from NE 151 Place to NE 3rd Street DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached . single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. LEAD AGENCY: The City of Renton Department of Planning/Building/Public Works Development Planning Section Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. A forest practices permit from the Department of Natural Resources (DNR) may be required prior to the development of the site. Please contact Dave Dietzman of the DNR at (360) 825-1631 for more information. 3. Permits may be required by the US Army Corps of Engineers and Washington Department of Ecology regard.ing c9mplianc~ or any proces~jng.Js neede9 prig~ to.fiJlin.g the two Category 3 wetlands. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 ft. of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 ft. of the structures. 2. Fire Department access roads are required to be paved, 20 ft. wide. Dead end roadways over 150 ft. in length are required to have an approved turnaround. 3. Street addresses shall be visible from a public street. Building 1. Demolition permits are required. 2. The recommendations of the soils report must be followed. 3. Monitoring by a geotechnical engineer for building pads, structurell fill and compaction shall be provided. Plan Review -Surface Water/Storm Drainage 1. The Surface Water System Development Charges (SOC) is $715 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Water 1. Water mains extension within the new streets interior to the plat will be required for this project. A water main extension will also be required along the frontage of parcel No. 1423059018 with SE 132nd St. 2. New water service stubs to each lot must be installed in conjunction with the above water main extension prior to recording of the plat. 3. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. 4. The Water System Development Charge (SOC) would be triggered at the single-family rate of $1,525 per new single-family per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Sanitary Sewer 1. A sewer main extension to connect to the new sewer system along the frontage of Duvall Ave N E (138th Ave SE), along the frontage with SE 132nd Street (to east boundary of plat) and Bremerton Ave NE (136 Ave SE) will be required. The sewer main shall be installed at minimum slope and at a depth that will allow sewer mains extensions to the parcels to the south on 138th Ave SE, to the east on SE 132nd Street, by gravity as far as possible. 2. A sewer main extension to the south property line of parcel 1523059194 will also be required. 3. Sewer main shall be extended to provide separate side sewers stubs to all lots. 4. These parcels are subject to the East Renton Interceptor Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 5. The Sanitary Sewer System Development Charges (SOC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Street Improvements 1. Dedication of 15-feet of right-of-way will be required fronting the site in SE 132nd Street. Street improvements for this section are: 28 feet pavement + curb/gutter, sidewalk and street lighting on project side. 2. Dedication of 10 feet of right-of-way will be required along Duvall Ave NE (138th Ave SE) south of SE 132nd Street. 3. Dedication of a minimum of 25 feet of right-of-way will be required fronting the site with the extension of Bremerton Ave NE. Street improvements for Bremerton Ave NE are 32 feet pavement, curb/gutter, sidewalks, streetlights street signs and landscape. 4. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along Duvall Ave NE (138th Ave SE). 5. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. 6. A minimum 20-foot pavement and pedestrian walkway will be required along Duvall Ave NE (138th Ave SE) from the northern boundary of the project to the intersection with NE 4th Street. 7. Corner lots shall dedicate a minimum radius of fifteen feet. 8. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. Property Services 1. Tract C (open space), Tract R (open space) and Tract a (open space) are not noted anywhere under the "SITE STATISTICS" block. Tract K is noted twice under the "OPEN SPACE" listing. Tract L is noted under both "SENSITIVE AREAS" and "FUTURE" DEVELOPMENT" and is shown as "OPEN SPACE" on Sheet 3 of 3. Review and revise as needed. Also, review and revise the square footages noted under the "SITE STATISTICS" block if needed (Sheet 1 of 3). \ ~ . 2. The legal description for Parcel # 3 (Sheet 1 of 3) omits a needed "EXCEPT". See the attachment. 3. It appears that Conner Homes Company purchased Tax Parcel No. 152305-9016 from Richard Stuth (King County Rec. No. 20040220001247). Remove Richard Stuth and Janis Vander Hoek (?) from the list appearing under the "OWNER" block (Sheet 1 of 3). 4. Where are the access easements for Tracts C and 0 (future development) and Tract L (open space?)? Currently, access easements for said tracts are not shown and said tracts appear to be land-locked. 5. The plat site, as noted on the "NEIGHBORHOOD DETAIL MAP", includes Tax Parcel No. 152305-9095 as a portion thereof. Said property is not part of the plat. 6. The legal description for "Parcel 2" (Sheet 1 of 3) excepts the east 30 feet. City records indicate that said exception should be 20 feet. 7. The legal description for "Parcel 9" excepts the west 15 feet. City records indicate that said exception should be 20 feet. 8. The "SITE STATISTICS" block (Sheet 1 of 3) lists "SENSITIVE AREAS" (8, 347 S.F.) as separate from the other tracts. Where is the sensitive area located? Is it labeled as such? Is said sensitive area currently noted as Tract H (an open space area with a creek at 8,466 S.F.)? The S.F. for said Tract H is similar to that noted for the sensitive space. The Project Narrative states that said sensitive area is to be set-aside in a NGPA tract -is an open space area equivalent or should the Tract be renamed? Was Tract H erroneously used twice in calculations under said "SITE STATISTICS"? Does Tract H change the numbers under "DENSITY CALCULATIONS"? 9. The Chicago Title Insurance Company Plat Certificate, Order No. 1129412, dated February 13, 2004, lists Conner Homes as a vested owner of two of the properties that are part of the subject plat. However, Connor Homes is not listed under the "OWNER" block (Sheet 1 of 3). Janis Vander Hoek and Richard Stuth are listed under said "OWNER" block, but are not listed in said Plat Certificate. 10. The legal description, noted under Order *1072470 on Sheet 1 of 3, omits a needed "EXCEPT" and substitutes "ALSO" for AND in several instances. The title company legal description also omitted "EXCEPT". See the attachment. 11. The Land Use Permit Master Application lists King County Assessor's Account Number 152305-9028 as one of the subject properties included in the proposed plat. It appears that said Account Number should be noted as 152305-9018. Review and revise as needed for said application, the "Project Narrative" and other places said number is noted. Information needed for final plat approval includes the following: 1. Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and LND-1 0- 0415, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 2. Tie the subject plat property directly to the City of Renton Survey Control Network. The city will check the geometry when the direct tie is provided. 3. Provide plat and lot closure calculations. 4. Complete City of Renton Monument Cards, with reference points of all new right of way monuments set as part of the plat. 5. Include a statement of equipment and procedures used, per WAC 332-130-100. 6. Indicate what has been, or is to be, set at the corners of the proposed lots. 7. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 8. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 9. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 10. The city will provide addresses for the proposed lots after the preliminary plat is approved. The addresses will need to be noted on the plat document. 11. On the final plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approvaL- 12. Remove all references to the building setbacks (on the individual lots and elsewhere as noted). • Setbacks are determined at the time that building permits are issued. 13. Required City of Renton signatures, on the final plat document, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. In addition, an approval block for the city's Finance Director is required. The appropriate King County approvals need to be provided for also. 14. All vested owners of the subject plat properties need to sign the final plat document. Include as many notary blocks as needed. 15. Include a dedication/certification block on the drawing. 16. Reference the Declaration of Protective Covenants for Laurelhurst document on the plat drawing and provide a space for the recording number thereof. 17. Note that if there are easements, agreements or restrictive covenants to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawings and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the plat) need to be referenced on the plat drawings. 18. The current position of the city concerning ownership of open space, park and storm drainage tracts apply to this plat and should be noted on the final plat drawing as follows: 19. Upon the recording of this plat, Tracts A, E, F, G, H, I, J, K, L (?), 0, P, Q and R are hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for open spaces and parks. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non- payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibilities. 20. Upon the recording of this plat, Tract M is hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for a storm detention tract. Ownership and maintenance of said Tract shall be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA04-063, PP, ECF PROJECT NAME: Laurelhurst Preliminary Plat APPLICANT: John Skochdopole LOCATION OF PROPOSAL: Between Bremerton & Field Avenues NE and from NE 1 sl Place to NE 3rd Street . DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel,29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The applicant shall comply with the "Geotechnical Engineering Study" prepared by Earth Consultants, Inc., dated January 28, 2004 regarding slope fill placement as discussed on Page 15 and illustrated on Plate 3 of the document. The satisfaction of this requirement shall be reviewed and approved by Development Services during construction, utility work and building construction. 2. The project shall be required to be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Storm water Management Manual. 3. If the applicant chooses to direct all site runoff to the one detention/water quality pond proposed to be located in the southwest corner of the site, this detention pond must provide additional onsite detention so that peak flows to the west sub-basin are not increased. The single pond shall be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub- basin (west). The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to issuance of utility/construction permits. 4. The project shall comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 6. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. The fee shall be paid prior to the recording of the final plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 8. The applicant shall delineate, label and note on the face of the final plat a 50-foot buffer from the ordinary high water mark (OHWM) of Maplewood Creek. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division. 9. During site preparation and construction of improvements and residences, the applicant shall install silt fencing"with brightly colored construction flags to indicate the boundaries of the stream/creek buffer. The - satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 10. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the entire edge of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): APPLICANT: PROJECT NAME: DESCRIPTION OF PROPOSAL: LOCATION OF PROPOSAL: LEAD AGENCY: LUA04-063, PP, ECF John Skochdopole Laurelhurst Preliminary Plat The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (1401h Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. Between Bremerton & Field Avenues NE and from NE 151 Place to NE 3rd Street The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on August 2,2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obt~ined from the Renton City Clerk's Office, (425) 430-6510. . PUBLICATION DATE: JULY 19, 2004 DATE OF DECISION: JULY 13, 2004 SIGNATURES: Dennis Culp, Administrat DATE ; Community Services /",jLL~ Renton Fire Department DATE To: Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator . Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning ME!,~ti.ng Dat~:.,':::.,.,.:.·.;.::.'.T9:. ·.· .•.• ~oeOsAdaM:y',JUIYi3;~/2°'< . Tim~::}r·· ... ,........... : ...... . Agenda listed below. Laure/hurst Preliminary Plat (Fia/a) LUA04-063, PP, ECF The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139-lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential -S (R-S) zoning designation. Project description from ERC report. The lots are Intended for the eventual development of detached single-family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat. cc: K. Keolker-Wheeler, Mayor J. Covington, Chief Administrative Officer A. Pietsch, EDNSP Administrator ® B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner S. Engler, Fire Prevention ® J. Medzegian, Council S. Meyer, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® STAFF REPORT A. BACKGROUND ERC MEETING DA TE Project Name: Owners: Applicant: Contact: File Number: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDA TION: Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE July 13, 2004 Laurelhurst Preliminary Plat Joseph Carlo 28823 Redondo Shores Dr. S. Des Moines, WA 98198 Jean Lucas 13823 SE 132"d St. Renton, WA 98059 Douglas and Sharlene Scherer 13731 SE 133rd St. Renton, WA 98059 Connor Homes 846 1081h Ave. NE Ste. 202 Bellevue, WA 98004 Estate of Clara Hagerman, Julie Schisel-Administrator Linn, Schisel & Demarco 860 SW 143rd St. Burien, WA 98166 Michael and Linda Hampshire 13625 SE 131 51 St. Renton, WA 98059 Mary Ellen and Donald E. Hamblin 16210 SE 134th St. Renton, WA 98059 James Belmondo 13220 138th Ave. SE Renton, WA 98059 Sharon Lee Vavak 13418 138th Ave. NE Renton, WA 98059 John Skochdopole, Connor Homes 846 108th Ave. NE Ste. 202 Bellevue, WA 98004 Craig J. Krueger, Core Design, Inc. 14711 NE 29th PL, Ste, 101 Bellevue, WA 98007 LUA-04-063, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. Continued on next page Between Bremerton & Field Avenues NE and from NE 1st PL to NE 3rd St. 3,299 sq. ft. to remain Proposed New Bldg. Area: N/A 29.9 acres (gross area) Total Building Area gsf: 3,299 sq. ft. Staff recommends that the Environmental Review Committee Issue a Determination of Non-Significance -Mitigated (DNS-M). ERC_LaurelhurstPP.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA 7 REPORT OF JULY 13, 2004 En vir lental Review Committee Staff Report LUA-04-063, ECF, PP Page 20f9 Project description continued: The lots are intended for the eventual development of detached single-family homes- lots ranging in size from 4,500 square feet to 41,533 square feet. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (140th Ave. SE in King County) has been vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat. The preliminary plat includes fourteen (14) parcels. Nine single-family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 139, which is proposed to remain. The proposal is for the eventual construction of detached single-family residences. The site would be developed into 139 lots and 23 tracts. The applicant submitted several studies including: a geotechnical report, a wetland reconnaissance, a traffic impact analysis and a preliminary storm drainage report. Site preparation for development of the plat would include the removal of substantial vegetation and trees for roadways, utilities and building pads. Primary access would be via NE 4th St. to Duvall Ave. NE. A new internal street system is proposed as well as extension of Bremerton Ave. NE to connect to Bremerton PL NE. Street improvements including curb, gutter, sidewalk, lighting and rights-of-way dedication are required. The site is zoned Residential - 8 (R-8) dwelling units per acre. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 6.18 dulac after the deduction of public roadways from the gross acreage. The Comprehensive Plan deSignates the site as Residential Single Family (RSF). B. RECOMMENDA TlON Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF NON-SIGNIFICANCE Issue DNS with 14 da A eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MITIGATION MEASURES DETERMINA TION OF XX NON -SIGNIFICANCE -MITIGA TED. xx Issue DNS-M with 14 da A eal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. The applicant shall comply with the "Geotechnical Engineering Study" prepared by Earth Consultants, Inc., dated January 28, 2004· regarding slope fill placement as discussed on Page 15 and illustrated on Plate 3 of the document. The satisfaction of this requirement shall be reviewed and approved by Development Services during construction, utility work and building construction. 2. The project shall be required to be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume" of the 2001 Stormwater Management Manual. 3. If the applicant chooses to direct all site runoff to the one detention/water quality pond proposed to be located in the southwest corner of the site, this detention pond must provide additional onsite detention so that peak flows to the west SUb-basin are not increased. The single pond shall be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub-basin (west). The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to issuance of utility/construction permits. 4. The project shall comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. ERC_LaurelhursIPP.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA7 En vir lenta/ Review Committee Staff Report LUA-04-063, ECF, PP REPORT OF JUL Y 13, 2004 Page 3 0(9 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 6. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. The fee shall be paid prior to the recording of the final plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single-family lot. The fee shall be paid prior to the recording of the final plat. 8. The applicant shall delineate, label and note on the face of the final plat a 50-foot buffer from the ordinary high water mark (OHWM) of Maplewood Creek. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division. 9. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 10. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split- rail fence or other approved barrier) and sign age along the entire edge of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. A forest practices permit from the Department of Natural Resources (DNR) may be required prior to the development of the site. Please contact Dave Dietzman of the DNR at (360) 825-1631 for more information. 3. Permits may be required by the US Army Corps of Engineers and Washington Department of Ecology regarding compliance or any processing is needed prior to filling the two Category 3 wetlands. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 ft. of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 ft. of the structures. 2. Fire Department access roads are required to be paved, 20 ft. wide. Dead end roadways over 150 ft. in length are required to have an approved turnaround. 3. Street addresses shall be visible from a public street. Building 1. Demolition permits are required. 2. The recommendations of the soils report must be followed. 3. Monitoring by a geotechnical engineer for building pads, structural fill and compaction shall be provided. Plan Review -Surface Water/Storm Drainage ' 1. The Surface Water System Development Charges (SDC) is $715 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Water 1. Water mains extension within the new streets interior to the plat will be required for this project. A water main extension will also be required along the frontage of parcel No. 1423059018 with SE 132nd St. 2. New water service stubs to each lot must be installed in conjunction with the above water main extension prior to recording of the plat. 3. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. 4. The Water System Development Charge (SDC) would be triggered at the single-family rate of $1,525 per new single-family per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Sanitary Sewer 1. A sewer main extension to connect to the new sewer system along the frontage of Duvall Ave NE (138th Ave SE), alon the fronta e with SE 132nd Street to east boundar of lat and Bremerton Ave NE 136 Ave SE will be ERC _LaurelhurstPP .doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLAT En vi' lenta/ Review Committee Staff Report LUA·04·063, ECF, PP REPORT OF JUL Y 13, 2004 Page 4 0(9 required. The sewer main shall be installed at minimum slope and at a depth that will allow sewer mains extensions to the parcels to the south on 138th Ave SE, to the east on SE 132nd Street, by gravity as far as possible. 2. A sewer main extension to the south property line of parcel 1523059194 will also be required. 3. Sewer main shall be extended to provide separate side sewers stubs to all lots. 4. These parcels are subject to the East Renton Interceptor Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 5. The Sanitary Sewer System Development Charges (SDC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Street Improvements 1. Dedication of 15-feet of right-of-way will be required fronting the site in SE 132nd Street. Street improvements for this section are: 28 feet pavement + curb/gutter, sidewalk and street lighting on project side. 2. Dedication of 10 feet of right-of-way will be required along Duvall Ave NE (138th Ave SE) south of SE 132nd Street. 3. Dedication of a minimum of 25 feet of right-of-way will be required fronting the site with the extension of Bremerton Ave NE. Street improvements for Bremerton Ave NE are 32 feet pavement, curb/gutter, sidewalks, streetlights street signs and landscape. 4. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along Duvall Ave NE (138th Ave SE). 5. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. 6. A minimum 20-foot pavement and pedestrian walkway will be required along Duvall Ave NE (138th Ave SE) from the northern boundary of the project to the intersection with NE 4th Street. 7. Corner lots shall dedicate a minimum radius of fifteen feet. 8. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. Property Services 1. Tract C (open space), Tract R (open space) and Tract Q (open space) are not noted anywhere under the "SITE STATISTICS" block. Tract K is noted twice under the "OPEN SPACE" listing. Tract L is noted under both "SENSITIVE AREAS" and "FUTURE DEVELOPMENT" and is shown as "OPEN SPACE" on Sheet 3 of 3. Review and revise as needed. Also, review and revise the square footages noted under the "SITE STATISTICS" block if needed (Sheet 1 of 3). 2. The legal description for Parcel # 3 (Sheet 1 of 3) omits a needed "EXCEPT". See the attachment. 3. It appears that Conner Homes Company purchased Tax Parcel No. 152305-9016 from Richard Stuth (King County Rec. No. 20040220001247). Remove Richard Stuth and Janis Vander Hoek (?) from the list appearing under the "OWNER" block (Sheet 1 of 3). 4. Where are the access easements for Tracts C and D (future development) and Tract L (open space?)? Currently, access easements for said tracts are not shown and said tracts appear to be land-locked. 5. The plat site, as noted on the "NEIGHBORHOOD DETAIL MAP", includes Tax Parcel No. 152305-9095 as a portion thereof. Said property is not part of the plat. 6. The legal description for "Parcel 2" (Sheet 1 of 3) excepts the east 30 feet. City records indicate that said exception should be 20 feet. 7. The legal description for "Parcel 9" excepts the west 15 feet. City records indicate that said exception should be 20 feet. 8. The "SITE STATISTICS" block (Sheet 1 of 3) lists "SENSITIVE AREAS" (8, 347 S.F.) as separate from the other tracts. Where is the sensitive area located? Is it labeled as such? Is said sensitive area currently noted as Tract H (an open space area with a creek at 8, 466 S.F.)? The S.F. for said Tract H is similar to that noted for the sensitive space. The Project Narrative states that said sensitive area is to be set-aside in a NGPA tract -is an open space area equivalent or should the Tract be renamed? Was Tract H erroneously used twice in calculations under said "SITE STATISTICS"? Does Tract H change the numbers under "DENSITY CALCULATIONS"? 9. The Chicago Title Insurance Company Plat Certificate, Order No. 1129412, dated February 13, 2004, lists Conner Homes as a vested owner of two of the properties that are part of the subject plat. However, Connor Homes is not listed under the "OWNER" block (Sheet 1 of 3). Janis Vander Hoek and Richard Stuth are listed under said "OWNER" block, but are not listed in said Plat Certificate. 10. The Ie al descri tion, noted under Order *1072470 on Sheet 1 of 3, omits a needed "EXCEPT" and substitutes ERC_LaurelhurstPP.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLAT En vir 1ental Review Committee Staff Report LUA-04-063, ECF, PP REPORT OF JUL Y 13, 2004 Page 50(9 "ALSO" for AND in several instances. The title company legal description also omitted "EXCEPT". See the attachment. 11. The Land Use Permit Master Application lists King County Assessor's Account Number 152305-9028 as one of the subject properties included in the proposed plat. It appears that said Account Number should be noted as 152305-9018. Review and revise as needed for said application, the "Project Narrative" and other places said number is noted. Information needed for final plat approval includes the following: 1. Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and LND-10-0415, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 2. Tie the subject plat property directly to the City of Renton Survey Control Network. The city will check the geometry when the direct tie is provided. 3. Provide plat and lot closure calculations. 4. Complete City of Renton Monument Cards, with reference points of all new right of way monuments set as part of the plat. 5. Include a statement of equipment and procedures used, per WAC 332-130-100. 6. Indicate what has been, or is to be, set at the corners of the proposed lots. 7. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 8. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 9 .. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 10. The city will provide addresses for the proposed lots after the preliminary plat is approved. The addresses will need to be noted on the plat document. 11. On the final plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 12. Remove all references to the building setbacks (on the individual lots and elsewhere as noted). Setbacks are determined at the time that building permits are issued. 13. Required City of Renton signatures, on the final plat document, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. In addition, an approval block for the city's Finance Director is required. The appropriate King County approvals need to be provided for also. 14. All vested owners of the subject plat properties need to sign the final plat document. Include as many notary blocks as needed. 15. Include a dedication/certification block on the drawing. 16. Reference the Declaration of Protective Covenants for Laurelhurst document on the plat drawing and provide a space for the recording number thereof. 17. Note that if there are easements, agreements or restrictive covenants to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawings and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the plat) need to be referenced on the plat drawings. 18. The current position of the city concerning ownership of open space, park and storm drainage tracts apply to this plat and should be noted on the final plat drawing as follows: 19. Upon the recording of this plat, Tracts A, E, F, G, H, I, J, K, L (?), 0, P, Q and R are hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for open spaces and parks. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibil ities. 20. Upon the recording of this plat, Tract M is hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for a storm detention tract. Ownership and maintenance of said Tract shall be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. ERC _LaurelhurslPP .doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA 1 REPORT OF JUL Y 13, 2004 D. ENVIRONMENTAL IMPACTS En vir 1ental Review Committee Staff Report LUA-04-063, ECF, PP Page 60(9 In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The applicant has submitted a Geotechnical Engineering Study prepared by Earth Consultants, Inc., dated January 28, 2004. The report provides information and recommendations pertaining to foundations, soils, groundwater and erosion. The site encompasses a large land area of varied topographic features. The west half of the site consists of several knolls with the site sloping to the west-southwest with grades from 10 to 20 percent. The topography on the east side of Duvall Ave. NE is also defined by a series of knolls ranging with slopes from 5 to 10 percent. A majority of the site consists of open pastureland that .is vegetated by tall grass and localized areas of dense growths of blackberry brambles. The southwest corner of the site is vegetated with small to medium sized trees. Ornamental shrubs, plants and trees are located as part of residential landscaping throughout the site. The trees include: Douglas Fir, black cottonwood, red alder, bitter cherry and locust. The tree cutting and land clearing plan indicates that all vegetation from the plat would be removed except trees located within Tracts A, H, K, L, N, Q and Lot 139 (existing house to remain). The cleared land would accommodate the construction of homes, roads and storm detention as depicted on the tree inventory plan which also identifies the location of larger trees. The soils are referred to as Alderwood type according to the USDA. Subsurface conditions were evaluated by excavating 15 test pits. The study stated that the site is covered with six to 12 inches of topsoil that is loose in consistency with roots and organic debris that is not suitable for support of foundations, slab-on-grade floors or pavements nor as structural fill. Underlying the topsoil and vegetative layer, a surficial layer of loose to medium dense silty sand with gravel over weathered to unweathered glacial till comprised of silty sand with gravel was encountered. Moderate to heavy ground water seepage was encountered at 11 of the test pits at depths ranging from one to six feet below existing grade. The report continues to states that this is likely indicative of seasonal perched groundwater collecting above the underlying dense glacial till. The geotechnical report evaluated slope fill placement and indicated that in areas of the site where the slope gradient exceeds 25 percent, that the fill must be keyed and benched into the slope. The report provides a schematic diagram of the keyway and benches on Plate 3. To ensure, that slope fill is completed as outlined in the report, staff recommends as a mitigation measure that the applicant comply with the "Geotechnical Engineering Study" regarding slope fill placement as discussed on Page 15 and illustrated on Plate 3. The estimated quantity of cut and fill would be 67,000 cubic yards which has been indicated would be balanced on site with no to little import of fill. In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends additional mitigation including that the project be designed and comply with the Department of Ecology's . (DOE) Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Storm water Management Manual. Mitigation Measures: • The applicant shall comply with the "Geotechnical Engineering Study" prepared by Earth Consultants, Inc., dated January 28, 2004,regarding slope fill placement as discussed on Page 15 and illustrated on Plate 3 of the document. The satisfaction of this requirement shall be reviewed and approved by Development Services during construction, utility work and building construction. • The project shall be required to be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual. Policy Nexus: SEPA Environmental Regulations, RMC 4-4-130 Tree Cutting and Land Clearing Regulations. ERe _LaurelhurstPP .doc City of Renton PIBIPW Oeparlment LAURELHURST PRELIMINARY PLA 7 REPORT OF JUL Y 13. 2004 2. Surface Water En vir lenta/ Review Committee Staff Reporl LUA-04-063, ECF, PP Page 70(9 Impacts: The applicant has submitted a Preliminary Storm Drainage report and plan prepared by Core Design, Inc. dated February, 2004 with the land use application. Pre and post developed site conditions were analyzed within the report. In review of the upstream analysis, the report states that the site is located at the top and edge of a drainage basin. There is a 5.5 acre portion of the site (northeast area) that currently flows to the east. The report continues to state that storm drainage improvements were recently made to mitigate flooding problems along the adjacent stream corridor. The project proposes to relieve some of the remaining flooding problems by redirecting the runoff from the 5.5 acre area back to the west and into the project's detention/water quality pond. A site visit to assess the downstream hydrology was conducted on January 14, 2004 where the stream was found to be flowing with a 10-foot wide water surface with gravel and large cobblestones visible. Approximately 0.3 miles downstream of the proposed pond, the stream valley opens wider and this stream combines with a stream that flows from the east. This stream conveys the flow from the eastern 4.2 acres of the project site. From this location, the stream valley opens more and continues for 0.8 miles from the discharge point where the stream enters a pond at the northeast edge of Maplewood Golf Course. The drainage area located on the eastern edge of the property receives about 5.5 acres of runoff from the project site. The site drains to two drainage areas having separate natural discharge points (east and west) that do not re-combine within a % mile downstream. Per the 1998 King County Surface Water Design Manual, this condition should be maintained after development (would require two separate detention and water quality facilities, each discharging to their natural location). However there are known flooding problems along the adjacent east drainage path. The project is proposing to relieve some of the flooding problems by redirecting the runoff from the east 5.5-acre portion back to the west and into the single detention/water quality pond. Staff would support such an approach with the condition that the detention pond provides additional onsite detention so that peak flows to the west sub-basin are not increased. The single pond would be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub-basin (west). Staff recommends this as a mitigation measure. The proposed dead storage volume provided would be 95,300 cf (95,159 cf required) for water quality. To provide for the required volume and maintain the frequency and duration of storm runoff from the project, live storage provide would be 294,231 cf (291,611 cf required). Due to downstream flooding and erosion problems, the project is to be designed per the 1998 King County Surface Water Drainage Manual. Staff recommends this as a mitigation measure that the storm drainage system is designed to meet both detention (Level 2 flow control) and water quality. Mitigation Measures: • If the applicant chooses to direct all site runoff to the one detention/water quality pond proposed to be located in the southwest corner of the site, this detention pond must provide additional onsite detention so that peak flows to the west sub-basin are not increased. The single pond shall be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub- basin (west). The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to issuance of utility/construction permits. • The project shall comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. Policy Nexus: SEPA Environmental Regulations, 1998 King County Surface Water Design Manual. 3. Fire Protection Impacts: Fire Prevention staff indicates that the applicant provide required improvements and fees to offset the impacts associated with the new development. The proposal to add 139 new residential lots to the City would impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee of $488.00 per new single-family lot. The fee is estimated at $67,832.00 (139 new lots x $488.00 = $67,832.00) and is required prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. The fee shall be paid prior to the recording of the final plat. ERC_LaurelhurstPP.doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLAT REPORT OF JUL Y 13, 2004 En vir 'ental Review Committee Staff Report LUA-04-063, ECF, PP Page 80f9 Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 4. AccesslTransportation Impacts: A Traffic Impact Analysis (TIA) was prepared by Transportation Planning and Engineering, Inc., dated February 9, 2004 and submitted with the land use application. The report reviewed existing conditions and projected Level of Service (LOS) conditions at year 2006. The roadways/intersections evaluated for the proposed development included: NE 4th SUUnion Ave. NE, NE 4th St.lBremerton Ave. NE, NE 4th ST.lDuvall Ave. NE, NE 4th St.lJericho Ave. NE and site access intersections along Duvall Ave. NE were analyzed. The current Levels of Service range from B to D. Of the NE 4th Street intersections analyzed, all would remain at the same LOS. The new intersections for site access along Duvall Ave. NE are projected to be LOS A. The 139 lot plat would generate an estimated 1,225 daily trips with 96 AM and 129 PM peak trips on an average weekday with credit given for the existing lots/residences. The report analyzed the site and the nearby street system and concluded that there are no readily apparent safety issues. The required street frontage improvements and roads would adequately address circulation through and to the site. Primary access to the site is proposed via NE 4th Street to Duvall Avenue NE. A new internal road system is proposed. Two roads, labeled as Roads A and F would be dead-end streets and thus the applicant is proposing to construct a temporary 45 ft radius turn-a-round at the end of Road F, within Lot 23 and Tract D. A 20 foot wide pavement access easement along the north edge of Lots 1 and 10 would provide secondary emergency access. Several private access easements/shared driveways are also proposed to serve the lots. The proposal would result in an increase in traffic trips to the City's street system; therefore, the appropriate Traffic Mitigation Fee will be imposed. The Traffic Mitigation Fee is calculated at a rate of $75.00 per additional generated trip per new single-family lot at a rate of 9.57 trips per lot home. For the proposal, the Traffic Mitigation Fee is estimated at $91,154.25 (127 new lots x 9.57 trips x $75 per trip = $91,154.25) with credit given for the 12 existing lots. The fee is payable prior to the recording of the final plat. Mitigation Measures: • The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit to be given for the existing 12 lots. The fee shall be paid prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 5. Parks & Recreation Impacts: The proposal does not provide on-site recreation areas for future residents of the proposed plat. Recreation within the vicinity includes: Maplewood Neighborhood Park; Heatherdowns Park and Maplewood Golf Course. Several tracts of open space are depicted on the plat and would be turned into pocket park; however, the exact tracts have not been identified. It is anticipated that the proposed development would generate future residents that would utilize the City's parks, recreational facilities and programs. Therefore, a Parks Mitigation Fee based on $530.76 per each new single-family lot would be required for the proposal. The fee is estimated at $73,775.64 (139 new lots x $530.76 = $73,775.64) and is payable prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single- family lot. The fee shall be paid prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Parks Mitigation Fee Resolution No. 3082, Ordinance 4527. 6. Wetlands and Streams Impacts: The applicant submitted a Wetland Analysis Report prepared by B-twelve Associates, Inc., dated January 28, 2004. The report indicated that two small, non-regulated wetlands and one regulated stream exist on site. The wetlands were delineated and flagged. Wetland A was delineated as 692 sq. ft. in area and is an isolated depression. It is a small scrub-shrub wetland vegetated with a mix of hardhack, crabapple and willow. Ditching and disturbance was noted on the east end of the ERe _LaurelhurstPP .doc City of Renton PIBIPW Department LAURELHURST PRELIMINARY PLA 1 En vi' 1ental Review Committee Staff Report LUA-04-063, ECF, PP REPORT OF JUL Y 13, 2004 Page 90'9 wetland. It is classified as a non-regulated Category # 3 wetland. Wetland B covers 3,096 sq. ft. and is isolated. It is located along the east side of Duvall Ave. NE and has been ditched and mowed along the roadside. It appears that the road and driveway may have created this wetland by backing water up into this area. This wetland is characterized by a dense layer of hardhack and Himalayan blackberry with several small cottonwoods along the edge. It is also classified as a non-regulated Category # 3 wetland according to the City's regulations. Furthermore, the report discusses that filling within "waters of the United States" may fall under the jurisdiction of the US Army Corps of Engineers (ACOE). The report continues that the Washington State Department of Ecology (DOE) as placed Regional Conditions on the Nationwide 39 permits that are more restrictive that the national regulations. Due to the increasing emphasis on Endangered Species Act for fills, both Corps of Engineers and DOE should be contacted regarding the potential for permits and compliance prior to commitment to any fill of wetlands. The stream located at the southwest corner of the site is a small tributary of the Cedar River known as Maplewood Creek and is mapped and depicted as an unclassified stream. It is an intermittent stream and no flow was observed during the site visits as noted by the applicant's consultant. The creek is in a small ravine and flows to the south. Streams are regulated under the Tree Cutting and Land Clearing Ordinance with the required 25 foot buffer measured from the ordinary high water mark (OHWM). The site is within 200 feet of the OHWM of Maplewood Creek. To ensure that the slope to the creek remains undisturbed during construction and after site development, applicant, staff recommends the following mitigation measures: 1) A 50-foot stream/creek buffer from the OHWM is required to be delineated, labeled and noted on the face of the final short plat. The buffer area is a no-build area to remain undisturbed. 2) Install silt fencing with brightly colored construction flags to indicate the boundaries of the stream/creek buffer prior to the issuance of construction permits. 3) A split rail fence or other approved barrier and signage will be also be required to be permanently installed along the stream/creek buffer to denote the critical area and prevent intrusion into the wetland area and buffers. Mitigation Measures: • The applicant shall delineate, label and note on the face of the final plat a 50-foot buffer from the ordinary high water mark (OHWM) of Maplewood Creek. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division. • During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. • After the development of roadway and utility improvements, the applicant shall install permanent fencing (Le. split-rail fence or other approved barrier) and signage along the entire edge of the stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations, RMC 4-4-130 Tree Cutting and Land Clearing Regulations, RMC 4- 3-050.M. Wetland regulations. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. L-Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM on August 2, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. 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SE 142nd St. G6 .. 22 T23N RSE W 112 o 200 400 F6 114800 - - - -J!eDton dt~ LImI~ 15 T23N R5E W 1/2 5315 ~NING MAP BO~ RESIDENTIAL ~ Resource CODservation ~ Residential dulac a Residential 5 dulac ~ Residential 8 dulac ~ Residential Manufactured Homes I R-IO I Residential 10 dulac I R-14 I Residential 14 dulac I RM-I I Residential Multi-Family Infill M!XllP USE CENTER @J Center Neighborhood- ~ Center Suburban- lue-Ntl Urban Cenler -North PC-N21 Urban Center -North 2 ~ Center Downtown- ~ Center Office Residential COMMERCIAL INPUSTRIAL GJ Industrial -Heavy 0 Industrial -Medium 0 Industrial -Llgbt (P) Publicly owned ___ Renton City Limits _. ___ Adjacent City Limits _ Book Pages Boundary IRH-NI Residential Multi-Family Neighborhood Center IRM-C I Residential MulU-Family Suburban Cenler ~ Commercial Arterial· ~ Commercial Otfice- [ill Convenience Commercial KROll PAGE PAGE# INDEX 10"-T I Residential Multi-Family Traditional IRH-U I Residential Multi-Family Urban Cenler· • May include Overlal. Di8"C~6ee Appendix maps. For additionallt~M!aUOD~' It Overlay Districts, please see ~"'i·-3. ~ SECTfTOWNIRANGE July 13, 2004 Susan Fiala, Senior Planner, Development Services Division 1055 S. Grady Way Renton, Wa 98055 RE: File No/Name: LUA04-063,PP,ECF Dear Ms. Fiala, DEVELOPMENT PLANNING CITY OF RENTON JUL 1 ~ 2004 ~~C~~~~fQ) Thank you for leaving the message on our telephone recorder yesterday advising_ that Bremerton Ave. N.E. WILL be connected from the housing development of One Union Place to this new development. Although our letter '/ is late in getting to you, please accept this letter as our formal comment on ' .: ~I Ir: /0 this proposed project. We are in agreement and strongly support the decision to connect Bremerton Ave. N.E. to this new development. We have heard from other neighbors in our One Union Place development that they also support this connection. We support this connection for the following reasons: .. 't,. :'il :1::'\ :), 1. It will reduce congestion at the intersection of N.E. 4th St. and l'lflr , 11111, !.'" Union Ave. There are a tremendous number of vehicles which have' ! , only this one intersection to exit this area. In the last 18 years traffic exiting from our area has increased significantly. 2. It will provide a second entrance/exit to our area in case of emergency should Union Ave. be blocked for some reason. 3. This will create a much safer walking route for the high school students from this area to Hazen H.S .. They will be able to avoid the extremely congested rush hour traffic on N.E. 4th between Union Ave. and Duval. They will now be able to walk through residential areas for most of their walk rather than busy business areas. Thank you for this opportunity to share with you our support for connecting Bremerton Ave. N.E. to this new development. Sincerely, ~~~ Carol, Mike, Eric and Denise Widell 106 Anacortes Ct. N.E. Renton, WA 98059 (425) 226-3626 --- -. -o rj) lJ) DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM July 7,2004 Susan Fiala Juliana Fries (x: 7278) Laurelhurst Preliminary Plat -LUA 04 -063 South of NE 4th Street, between Bremerton Ave NE and Duvall Ave NE I have reviewed the application for this 138-lot plat, located between Bremerton Ave NE & Field Ave NE & from NE 1 st Place to NE 3rd St, and have the following comments: EXISTING CONDITIONS WATER SEWER STORM STREETS There is a 12-inch water main along 138th Ave SE (Dwg W-0943). There is an 8- inch water main stubbed to the west of parcel No. 1523059015 (Dwg W-0756). The proposed project is located outside the Aquifer Protection Area. The derated fire flow in the vicinity is modeled at 2500 gpm with a static pressure varying from 71 to 82 psi. Pressure Zone is 565. There is an existing 24" sewer main on NE 4th Street (Dwg S-0503). There is also an 8" sewer main at Bremerton Place NE (Dwg S-1488). This project is located at the edge of a drainage basin with both sub-basins draining to Maplewood Creek. A storm drainage plan and drainage report was provided. The applicant is proposing one detention and water quality pond that will receive runoff from both sub-basins. There are no curb/g utter, sidewalk or streetlights on 138th Ave. There are no paving, curb, gutter, sidewalks, and streetlights on SE 132nd Street, fronting the site. CODE REQUIREMENTS WATER 1. Water mains extension within the new streets interior to the plat will be required for this project. A water main extension will also be required along the frontage of parcel No. 1423059018 with SE 132nd St. 2. New water service stubs to each lot must be installed in conjunction with the above water main extension prior to recording of the plat. 3. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. 4. The Water System Development Charge (SDC) would be triggered at the single-family rate of $1,525 per new single-family per building lot. This fee is payable at the time the utility construction permit is issued. SANITARY SEWER 1. A sewer main extension to connect to the new sewer system along the frontage of Duvall Ave NE (138th Ave SE), along the frontage with SE 132nd Street (to east boundary of plat) and Bremerton Ave NE (136 Ave SE) will be required. The sewer main shall be installed at minimum slo~e and at a depth that will allow sewer mains extensions to the parcels to the south on 138 hAve SE, to the east on SE 132nd Street, by gravity as far as possible. 2. A sewer main extension to the south property line of parcel 1523059194 will also be required. 3. Sewer main shall be extended to provide separate side sewers stubs to all lots. 4. These parcels are subject to the East Renton Interceptor Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 5. The Sanitary Sewer System Development Charges (SDC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. SURFACE WATER 1. The Surface Water System Development Charges (SDC) is $715 per building lot. This fee is payable at the time the utility construction permit is issued. TRANSPORTATION 1. Dedication of 15-feet of right-of-way will be required fronting the site in NE 2nd Street. Street improvements for this section are: 28 feet pavement + curb/gutter, sidewalk and street lighting on project side. 2. Dedication of 10 feet of right-of-way will be required along Duvall Ave NE (138th Ave SE) south of SE 132nd Street. 3. 4. 5. 9<~~( S 6. Dedication of a minimum of 25 feet of right-of-way will be required fronting the site with the extension of Bremerton Ave NE. Street improvements for Bremerton Ave NE are 32 feet pavement, curb/gutter, sidewalks, streetlights street signs and landscape. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along Duvall Ave NE. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. 7. A minimum 20-foot pavement and pedestrian walkway will be required along Duvall Ave NE (138th Ave SE) from the northern boundary of the project to the intersection with NE 4th Street. 8. Corner lots shall dedicate a minimum radius of fifteen feet. 9. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. PLAN REVIEW· GENERAL 1. All plans shall conform to the Renton Drafting Standards CONDITIONS 1. The traffic mitigation fee of $75 per additional generated daily trip shall be assessed at a rate of 9.57 trips per single-family residence. 2. Due to downstream flooding and erosion problems, staff is recommen~ing a SEPA condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 3. The site drains to two drainage areas having separate natural discharge points (east and west) that do not re-combine within a ~ mile downstream. Per the 1998 King County Surface Water Design Manual, this condition should be maintained after development (would require two separate detention and water quality facilities, each discharging to their natural location). However there are known flooding problems along the adjacent east drainage path. The project is proposing to relieve some of the flooding problems by redirecting the runoff from the east 5.5-acre portion back to the west and into the single detention/water quality pond. Staff would support such approach with the condition that the detention pond provides additional onsite detention so that peak flows to the west sub-basin are not increased. The single pond would be required to compensate for additional runoff by limiting the total developed runoff rate to the pre-developed condition of its original sub-basin (west). 4. This project shall comply with the erosion control measures per the Department of Ecology Manual. 5. CurrentlyNE 2nd Street has 20 feet of Right-of-Way and provides access to the parcels ra1' adjacent to it. This development will be dedicating 15 feet of additional Right-of-Way. Due to a proposed grid plan, staff recommends that NE 2nd Street have the improvements extended to SE 132nd Street, establishing a roadway east-west connection, south of NE 4th Street. (p,)ff. Due to the proposed grid plan and Duvall Ave NE being classified as a minor arterial north of },oo the site, staff recommends that street sections for Duvall Ave NE, between NE 4th Street and Q\'''~ nd \ NE 2 Street, be 36 feet pavement, 5 feet sidewalks and 5 feet planting strip fronting the project side. The face of the new curb shall be located 18 feet from right-of-way centerline. South of NE 2nd Street the cross section of the roadway would be the standard 32 feet pavement, 5 feet sidewalks and 5 feet planting strip. 1 JJ'. The applicant shall comply with the recommendations contained in the Geotechnical Engineering Study dated January 28 2004, regarding "Slope Fill Placement" -page 15. cc: Kayren Kittrick Project Name lA\)~@~>r -ep Project A~dress )st "* ~1v\.~(\j Contact Person .'Jo\-\:~ S't.oCM~?OLe' Address _____________ _ Phone Number ,_' ___________ _ Permit Number ,Lu Pi -0 L\ -0 \.p :3 '. ProjeC?t Description ,:,q lo'"(" . ~ R ,eLM \"ulili \d.-E.¥l~TII0~ t2e~\D8\'0~ C"510· Land U~ !We: , ~Residential o Retail _ Method of Calculation:· ,~ G~. lD-1fe Trip Generation Manu.al / '\ . . (jl" Traffic Study· .L '2-l0)" SF vt-.. o Non-retail o Other . . ~.S"1 T i2Afs I Lo1 . Calculation: , r~q, ~ .. ,,~,::, \~l , .' ;~I· '1..°,.57 =-\';}.\S\ 3'1 .~~ \:l\-5,.~~ Y. ~17> -.;, S Q\)\5L\, ~ Transportation Mitigation Fee: i '1') \ 54, ~ { Calculated by: ¥; K&vk Date: ....l\o~II-'I~:;"'O:?+) ~'-;)OV=-=--:..~+--_ Account Number: __________ _ Date of Payment ______ --:-____ _ City of Renton Department of Planning / Building / Public Works ENVIRONMENTA L & DEVEL OPMENT APPLICA TION REVI-EW SHEET REVIEWING DEPARTMENT: ?lan ~i€A. ) COMMENTS DUE: JULY 1, 2004 APPLICATION NO: LUA-04-063, PP, ECF DATE CIRCULATED: JUNE 16, 2004 APPLICANT: John Skochdopole PROJECT MANAGER: Susan Fiala PROJECT TITLE: Laurelhurst Preliminary Plat PLAN REVIEW: Juliana Fries ,., ~TY Or REiIITOr;< SITE AREA: 29.9 acres BUILDING AREA (gross): 3,200 square feet 6", \" c: I V t: I) LOCATION: Btwn Bremerton & Field Avenues NE & From NE WORK ORDER NO: 77266 JUN /. Y 200~ 151 Place to NE 3rt! Street ~ SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary p~~~~~~bt,%9J¥~g~ed, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public SeN/ces Energy/ HistoridCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED CO~M"ENTS / ~ a;t:;t:o..,~+~ We have reviewed this applicatio ith particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whet; dditional informatio needed to properly assess this proposal. Date City of Renton Department of Planning / Building / Public Works EN V I RON MEN TAL & DE VEL 0 PM EN TAP P Lie A T ION REV I-E W 5 H E E T REVIEWING DEPARTMENT: S~e. COMMENTS DUE: JULY 1, 2004 ~~~~~~~~~~~~~~-+~~~~~~~~~-D~~~~~~C!S APPLICATION NO: LUA-04-063, PP, ECF DATE CIRCULATED: JUNE 16, 2004 CITY OF RENTON ~A~P~P~LI~C~A~N~T~:~Jo~h~n~S~k~o~ch~d~o~ol~e ____________________ -r~P~R~O~J=EC~T~M~A~N~A~G~E~R~:~S~u~s~a~n~F~ia~la~ ________ ~~~~~4 PROJECT TITLE: Laurelhurst Prelimina Plat LOCATION: Btwn Bremerton & Field Avenues NE & From NE 1 sl Place to NE 3rd Street WORK ORDER NO: 77266 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended· . for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new intemal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestem portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 ~ cd;t;:xc4-.~ with particular attention to those areas in which we have expertise and have identified areas of probable impact or is needed to properly assess this proposal. 1---0-oV Date City of Renton Department of Planning / Building / Public Works ENVIRONMENTA L & DEVEL OPMENT A PPLICA TION RE VI-EW SHEET REVIEWING DEPARTMENT: APPLICATION NO: LUA-04-063, PP, ECF APPLICANT: John Skochdo ole PROJECT TITLE: Laurelhurst Prelimina Plat SITE AREA: 29.9 acres LOCATION: Btwn Bremerton & Field Avenues NE & From NE 1st Place to NE 3rd Street COMMENTS DUE: JULY 1, 2004 DeveLOPMENT SERVICES DATE CIRCULATED: JUNE 16,2004 NTON PROJECT MANAGER: Susan Fiala JUN 18 2004 WORK ORDER NO: 77266 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential -8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets al')d private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LlQht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistoridCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. with particular attention to those areas in which we have expertise and have identified areas of probable impact or is needed to properly assess this proposal. 1-6 -o l.j Date DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM July 1,2004 Susan Fiala ,,'Is Sonja J. Fesser y'iS"" Laurelhurst Plat, LUA-04-063, p( Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant: NEW COMMENTS REGARDING THE PRELIM. PLAT Tract C (open space), Tract R (open space) and Tract Q (open space) are not noted anywhere under the "SITE STATISTICS" block. Tract K is noted twice under the "OPEN SPACE" listing. Tract L is noted under both "SENSITIVE AREAS" and "FUTURE DEVELOPMENT" and is shown as "OPEN SPACE" on Sheet 3 of 3. Review and revise as needed. Also, review and revise the square footages noted under the "SITE STATISTICS" block if needed (Sheet 1 of 3). The legal description for Parcel #3 (Sheet 1 of 3) omits a needed "EXCEPT". See the attachment. It appears that Conner Homes Company purchased Tax Parcel No. 152305-9016 from Richard Stuth (King County Rec. No. 20040220001247). Remove Richard Stuth and Janis Vander Hoek (?) from the list appearing under the "OWNER" block (Sheet 1 of 3). Where are the access easements for Tracts C and D (future development) and Tract L (open space?)? Currently, access easements for said tracts are not shown and said tracts appear to be land-locked. The plat site, as noted on the "NEIGHBORHOOD DETAIL MAP", includes Tax Parcel No. 152305-9095 as a portion thereof. Said property is not part of the plat. The legal description for "Parcel 2" (Sheet 1 of 3) excepts the east 30 feet. City records indicate that said exception should be 20 feet. \H:\File Sys\LND -Land Subdivision & Surveying Record~\LND-10 -Plnts\0415\RV040628.doc July 1,2004 Page 2 The legal description for "Parcel 9" excepts the west 15 feet. City records indicate that said exception should be 20 feet. . NOTE: See the attached copy of our March 24, 2004 memo for this preliminary plat. The comments in that memo have been updated only in the two paragraphs concerning ownership of open space, parks and storm drainage, under the section noting information needed for final plat approval. Please refer to the March 24 memo for the remainder of the comments pertinent to this preliminary plat submittal. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-lO -Plats\0415\RV040628.doc\cor DATUM CITY OF ~NTON -NAVD Ica88 6A515 OF 6EARING5 NOO·S1'28"E, ALONG THE WEST LINE NWI/4 SECTION IS-23-S 6ETWEEN CITY OF RENTON CONTROL FOINTS ~S03 .. • 418 6ENCJ4MARK5: eM -1 1/8" COFFER FIN IN CASED CONC MON e THE INTERSECTION NE 4TH 5T .. UNION AYE 5E, CITY OF ~NTON CONTROL FOINT • IS03 = ELEY. 401.02 eM~ 1/4" 6RONZE FIN IN CASED CONC MON e THE INTERSECTION 5E 2ND FL .. UNION AYE 5E, CITY OF ~NTON CONTROL FOINT • 418 = ELEY. 3ca1.02 LEGAL DE5CRIPTION v' PA~Ell: TI4E NORTI4 I4AlF OF TI4E NORTl-IWEST QUARTER OF TI4E SOUTI4EAST QUARTER OF TI4E NORTl-IWEST QUARTER OF SECTION 15, TOUNSI4IP 2~ NORTI4, RANGE 5 EAST, WlllAMETTE MERIDIAN, IN KING COUNTY, WASI4INGTON. EXCEPT TI4E EAST 20 FEET TI4EREOF CONYEYED TO KING COUNTY FOR ROAD pURPOSES BY' DEED RECORDED UNDER RECO~ING NO. 1113ca641. PA~El2: TI4E NORTI4 I4AlF OF TI4E NORTI4EAST QUARTER OF TI4E 6OUT14EAST QUARTER OF TI4E NORTl-IWEST QUARTER OF SECTION 15, TOUNSI4IP 2~ NORTH RANGE 5 EAST, WlllAMETTE MERIDIAN, IN KING COUNTY, WASI4INGTON. EXCEPT TI4E NORTI4 20 FEET; EXCEPT TI4E WEST 20 FEET; EXCEPT TI4E EAST ~O FEET; PA~El3: TI4E eoUTI4 I4AlF OF TI4E NORTI4WEST QUARTER OF TI4E 6OUTI4EAST QUARTER OF TI4E NORTl-IWEST QUARTER OF SECTION 15, TOUNSI4IP 23 NOFeTI4, RANGE 5 EAST, WlllAMETTE MERIDIAN, IN KING COUNTY, WASI4I~ON;"") EXCEPT TI4E NORTI4 135 FEET OF TI4E EAST 3~0 FEET TI4EREOF; /;;:~)/ AND EXCEPT TI4E eoUTI4 132.131 FEET OF TI4E NORTI4 2131.131 FEET OF TI4E EAST 260 FEET; A~~HE~ eoUTI4 110 FEET OF TI4E NORTI4 20S FEET OF TI4E EAST 260 FEET;' , ,. AND EXCEPT TI4E EAST 20 FEET TI4EREOF c:oNYEY'ED TO KING COUNTY' FOR ROAD pU~oees BY' DEED REC~ED UNDER RE~ING NO. 11138214; AND EXCEPT TI4AT ~ION OF TI4e WEST 10 FEET OF TI-IE EAST 3~0 FEET OF SAID SUBDIVISION lY'ING NORTI4ERlY' OF TI4E SOUTI4 30 FEET TI4EREOF AND l Y'INGI SOUTI-lER.,.. OF TI4E NORTI4 $ FEET TI4EReO!=. PA~l4 .•. T'-Ie 6OUT~EA5T auARTER ~ T~ ~~~~':":':""'~_:':"-'-"-'C""':_"'_ .' ak. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 25, 2004 Susan Fiala Sonja J. Fesser !Ii Laurelhurst Plat, LUA-04-0_, PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant concerning the preliminary submittal: ~ The process for vacating a portion of the street (l401h Ave NE) is separate from the platting process. Said street vacation must be completed and recorded before the plat is recorded. Contact Karen McFarland, City of Renton Technical Services, regarding the application form and other requirements for the street vacation process. However, said street vacation process cannot begin until after the annexation of the subject street to the city is complete. The "SITE STATISTICS" block (Sheet 1 of 3) lists "SENSITIVE AREAS" (8, 347 S.F.) as separate from the other tracts. Where is the sensitive area located? Is it labeled as such? Is said sensitive area currently noted as Tract H (an open space area with a creek at 8, 466 S.F.)? The S.F. for said Tract H is similar to that noted for the sensitive space. The Project Narrative states that said sensitive area is to be set-aside in a NGPA tract -is an open space area equivalent or should the Tract be renamed? Was Tract H erroneously used twice in calculations under said "SITE STATISTICS"? Does Tract H change the numbers under "DENSITY CALCULATIONS"? ,The Chicago Title Insurance Company Plat Certificate, Order No. 1129412, dated February 13, 2004, . lists Conner Homes as a vested owner of two of the properties that are part of the subject plat. However, Connor Homes is not listed under the "OWNER" block (Sheet 1 of 3). Janis Vander Hoek and Richard Stuth are listed under said "OWNER" block, but are not listed in said Plat Certificate. \H:\FiJe Sys\LND -Land Subdivision & Surveying Retords\LND-lO -Plats\0415\RV040325.doc April 7, 2004 Page 2 The legal description, noted under Order *1072470 on Sheet 1 of 3, omits a needed "EXCEPf" and substitutes "ALSO" for AND in several instances. The title company legal description also omitted "EXCEPT". See the attachment. The Land Use Permit Master Application lists King County Assessor's Account Number 152305- 9028 as one of the subject properties included in the proposed plat. It appears that said Account Number should be noted as 152305-9018. Review and revise as needed for said application, the "Project Narrative" and other places said number is noted. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and LND-IO-0415, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Tie the subject plat property directly to the City of Renton Survey Control Network. The city will check the geometry when the direct tie is provided. Provide plat and lot closure calculations. Complete City of Renton Monument Cards, with reference points of all new right of way monuments set as part of the plat. Include a statement of equipment and procedures used, per WAC 332-130-100. Indicate what has been, or is to be, set at the comers of the proposed lots. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. The city will provide addresses for the proposed lots after the preliminary plat is approved. The addresses will need to be noted on the plat document. On the final plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. Remove all references to the building setbacks (on the individual lots and elsewhere as noted). Setbacks are determined at the time that building permits are issued. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-IO -Plats\0415\RV040325.doc\cor April 7, 2004 Page 3 Required City of Renton signatures, on the final plat document, include the Administrator of Planning/BuildinglPublic Works, the Mayor and the City Clerk. In addition, an approval block for the city's Finance Director is required. The appropriate King County approvals need to be provided for also. All vested owners of the subject plat properties need to sign the final plat document. Include as many notary blocks as needed. Include a dedication/certification block on the drawing. Reference the Declaration of Protective Covenants for Laurelhurst document on the plat drawing and provide a space for the recording number thereof. Note that if there are easements, agreements or restrictive covenants to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawings and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the plat) need to be referenced on the plat drawings. The current position of the city concerning ownership of open space, park and storm drainage tracts apply to this plat and should be noted on the final plat drawing as follows: Upon the recording of this plat, Tracts A, B, C, D, E, F, G, H, I, J, K, Land Mare hereby granted and conveyed to the Laure/hurst Plat Homeowners' Association (HOA) for open spaces and parks. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibilities. Upon the recording of this plat, TractU is hereby granted and conveyed to the Laure/hurst Plat Homeowners' Association (HOA) for a storm detention tract. Ownership and maintenance of said Tract shall be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. Comments for the Project Manager: Is the city allowing the establishment of access tracts on this plat? Usually, access is provided through the use of access easements. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-JO -Plats\041S\RV040325.doc\cor April 7, 2004 Page 4 Fee Review Comments: J The Fee Review Sheet for this review of the preliminary plat is provided for your use and information. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-IO -Plats\0415\RV040325.doc\cor •• --_. • _. ~. '0 ..... _~___ ~...,... , ................. -••• ~ INTERSECTION NE 4T~ 5T • UNION AVE 5E, CITY OF RENTON CONTROL FOINT .. 1503 = ELEY. 401.02 8M -:2 114" BRONZE FIN IN CASED CONC MON e T~E INTERSECTION 5E 2ND FL • UNION AVE eE, CITY OF RENTON CONTROL FOINT .. 418 = ELEY. 3~1.02 LEGAL DESCRIPTJON r.QRD.E~,!'J1I53e2 TI-IE NORrI-l I-IALF OF TI-IE 5OUTI-IEAST QUARTER OF TI-IE eoUTI-lEAST QUARTER OF TI-IE NORrJ.IWEST QUARTER OF _\ SECTION 15, TOUNeI-IIP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN K.ING COUNTY, WASHINGTON. : / ~ ,.··ty· . eXCEPT T~E UEeT 1& FEET T~EFeOF A'lD T~E EAST 20 FEET Tl-fERECIF FOR ROAC!. oj \,) ..... 1 TOGETI-IER WITH THAT PORTION OF VACATED I40TI-I AVENUE s.e., WI-IICI-I WOULD ATTACI-I BY OPERATION OF LAW, AS PROViDED IN K.1Na. COUNTY ORDINANCE NUMBER 13228, RECORDED UNDER RECORDING NUMeER 2002020SOO2019. ORDER" 1012410 r--. --.. ----.,- TI-IE 6OUTI-I I-IALF OF TI-IE NORTJ.lU.EST QUARTER OF TI-IE 5OlI114EAST QUARTER OF TI-IE NORTJ.lU.E6T QUARTER OF SECTION 15, TOUNeI-IIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN K.ING COUNTY, WASI-IINGTON; -.6J-1O EXCEPT TI-IE NORTI-I 95 FEET OF THE EAST 330 FEET THEREOF; ~ AJ..¥1;> EXCEPT THE eoUTI-I 92.91 FEET OF TI-IE NORTI-I 291.91 FEET OF THE EAST 260 ~ET; ~ -t~~I-IE 60UTH 110 FEET OF TI-IE NORTI-I 205 FEET OF TI-IE EAST 260 FEET; ~~ EXPECT THE EAST 20 FEET Tl-lEREOF CONVEYED TO K.ING COUNTY FOR ROAD FURPOSE6 BY' DEED RECORDED UNDER RECORDING NUMBER n98214; ~AI..ao EXCEPT TI-IAT PORTION OF TI-IE WE6T 10 FEET OF TI-IE EAST 330 FEET OF 6AID 6U6Dlv1610N L Y'ING NORTHERL Y' OF TI-IE 6OUTI-I 30 FEET TI-IEREOF AND L Y'1Na. 6OUTI-IERL Y' OF TI-IE NORTI-I 95 FEET TI-IEREOF. ORDER" 1110013 r--~-...... . TI-IE NORTI-I I-IALF OF TI-IE NORTI-I I-IALF OF TI-IE 6OUTi-lWEST -QUARTER OF TI-IE 5OUTI-IEAST QUARTER OF TI-IE NORTJ.lU.E6T QUARTER, EXcePT TI-IE EAST 190 FEET TI-IEREOF; A'lD TI-IE NORTI-I 30 FEET OF TI-IE EAST 190 FEET OF TI-IE NORTI-I I-IALF OF TI-IE NORTI-II-IALF OF TI-IE 6OUT1-lWE5T QUARTER OF TI-IE 6OUTI-IEAST QUARTER OF TI-IE NORTJ.lWEST QUARTER: EXcePT TI-IE EAST 20 FEET Tl-lEREOF FOR ROAD; ALL IN SECTION 15, Tou.N&J.IlP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN K.ING COUNTY, WA61-1INGTON. ORDER" 1038081 • I City of Renton Department of Planning / Building / Public Works IDE' f\ r: nl EN VIRONMENTAL & DEVEL OPMENT A PPLICA TION REVfEW SJIH£IiD REVIEWING DEPARTMENT: <p APPLICANT: John Skochdo ole PROJECT TITLE: Laurelhurst Prelimina Plat SITE AREA: 29.9 acres LOCATION: Btwn Bremerton & Field Avenues NE & From NE 1st Place to NE 3rd Street COMMENTS DUE: JULY 1, 2004 DATE CIRCULATED: JUNE 16, 2004 PROJECT MANAGER: Susan Fiala PLAN REVIEW: Juliana Fries BUILDING AREA uare feet UTILITY SYSTEMS WORK ORDER NO: 77266 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More I Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earlh Housing } Air Aesthetics Water Lloht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transporlation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airporl Environment 10,000 Feet 14,000 Feet B. POL/CY-RELA TED 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 I areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new single family lot to address these potential impacts." Striped and idendified bike lanes on both sides of Duvall south from NE 4th need to be included as part of the development. Bike lane improvement to be developed with 4' lanes for roads with no shoulders and 5' lanes for roads that include a curb and gutter. City of Renton Department of Planning / Building / Public Works ENVIRONMENTA L & DEVEL OPMENT APPLICA TION REVieW SHEET REVIEWING DEPARTMENT: ?ax--tc.s APPLICATION NO: LUA-04-063, PP, ECF APPLICANT: John Skochdopole PROJECT TITLE: Laurelhurst Preliminary Plat SITE AREA: 29.9 acres LOCATION: Btwn Bremerton & Field Avenues NE & From NE 151 Place to NE 3rd Street COMMENTS DUE: JULY 1, 2004 ~ .. DATE CIRCULATED: JUNE 16,2004 • 't::I"'~, I. "·d'~D PROJECT MANAGER: Susan Fiala vIlA" PLAN REVIEW: Juliana Fries '" 'r ./ a r?n" BUILDING AREA (gross): 3,200 square fe'e'PILi~~ Of: 1', ·vuyt WORK ORDER NO: 77266 . "' ry s'l:'j[,t:?1iJ v'/(,'l2~ SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - 8 (R-8) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41 ,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new intemal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energyl Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 8. POLICY-RELATED COMMENTS ~~~~r;0g&, We have reviewed this application with particular a ention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ne ed to properly assess this proposal. DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM June 21, 2004 Susan Fiala, Senior Planner Jim Gray, Assistant Fire Marshal SUBJECT: Laurelhurst Preliminary Plat, Bremerton & Duvall Ave. NE MITIGATION ITEMS; 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 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. Fire Department access roads are required to be paved, 20 wide. Dead end roadways over 150 feet in length are required to have an approved turnaround. See attached diagram. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. .' FIRE APPARATUS ACCESS ROADS . RENTON FIRE PREVENTION BUREAU )C '1:';-'1g0-7000 i'" . . ~ .' , a EMERGENCY VEHICLE TURNAROtlNb -t:.UL. -De-SAC · ' City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVrEW SHEET REVIEWING DEPARTMENT: 'Fi n:. COMMENTS DUE: JULY 1, 2004 APPLICATION NO: LUA-04-063, PP, ECF DATE CIRCULATED: JUN :r:::rS, 2QI}4 @l rr 11 fI, !1 P r.:, I I ~.)~ I.'dJ lb U \'1 ~ III APPLICANT: John Skochdopole PROJECT MANAGER: Su an, 1 PROJECT TITLE: Laurelhurst Preliminary Plat PLAN REVIEW: Juliana Fri~~\ '1 II SITE AREA: 29.9 acres BUILDING AREA (gross): 3i2boU, ~uar~Y~~ I (S LUU4 IL::J LOCATION: Btwn Bremerton & Field Avenues NE & From NE WORK ORDER NO: 77266 151 Place to NE 3rd Street CITY OF RENTON C' I") r: !l r: n " " T;\ ~ ;: ~f T , ,~ ._, '" - SUMMARY OF PROPOSAL: The a licant is re uestin Environmental SEPA Review and Prelimina Plat a roval for a hased pp q g () ry pp P 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential - B (R-B) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment MInor Major Information Impacts Impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMME't{S' f ~* t:J ~tM efL ~ Element of the Probable Probable More EnvIronment MInor Major InformatIon Impacts Impacts Necessary Housina Aesthetics Light/Glare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet We have (i viewed this app./ication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe additional int ation is needed to properly assess this proposal. J /g/~//(}Lf epresentative Date r I City of Rimton Department of Planning / Building / Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVfEW SHEET REVIEWING DEPARTMENT: Co APPLICATION NO: LUA-04-063, PP, ECF COMMENTS DUE: JULY 1, 2004 DEVELOPMENT SERVICES APPLICANT: John Skochdo ole PROJECT TITLE: Laurelhurst Prelimina Plat SITE AREA: 29.9 acres LOCATION: Btwn Bremerton & Field Avenues NE & From NE 151 Place to NE 3rd Street DATE CIRCULATED: JUNE 16, 2004 PROJECT MANAGER: Susan Fiala JUN 18 2004 PLAN REVIEW: Juliana Fries uare feet WORK ORDER NO: 77266 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139 lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential -a (R-a) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 4,500 square feet to 41,533 square feet. Nine single family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new intemal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (14Oth Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25 foot buffer from the ordinary high water mark. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Eatth Housing Air Aesthetics Water LiJLhtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transpottation , Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airpott Environment 10,000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS 1 r ~for-f / -eo -t ec.-'" Y\I"C. ~{ ;; fru~fur;2/( r,~ H mOil," fz.;r'"V\i b 7 e VI Cj i I/t 't!!-t::: r ~ r h u i (01 " V\ 1 r! ~c::1 ~ ~ VI. of c c..J CI"'1. f ~ c-h-lS V\. 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 ne d to properly assess this proposal. 2-1 Date CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 1 ih day of June, 2004, I deposited in the mails of the United States, a sealed envelope containing Notice of Acceptance documents. This information was sent to: Craig J. Krueger Contact Joseph Carlo Owner Jean Lucas Owner Doug las & Sharlene Scherer Owner Connor Homes Owner Estate of Clara Hagerman Owner Michael & Linda Hampshire Owner Mary Ellen & Donald Hamblin Owner James Belmondo Owner Sharon Lee Vavak Owner John Skochdopole (Signature of Send STATE OF WASHI COUNTY OF KING -,- I certify that I know or have satisfactory evidence that Patrick Roduin signed this instrument and acknowledged it to be his/her/their free and voluntary ~OO~·u.-~~LS)1J:;.·at purposes mentioned in the instrument. Dated: (p (~yll) y Notary (Print): _____ 1MI¥-AMlRrPAlYN~KAIfOI!MI'foICHIi¥tE!ItI!FF~"""""'r__--------MY APP81NfMENT ~f3IAE5 6=29.1/7 My appointment expires: Laurelhurst Preliminary Plat LUA-04-063, PP, ECF NOTICE OF APPLICATION " AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) " \, DATE: June 17, 2004 LAND USE NUMBER: LUA04-063, PP, ECF PROJECT NAME: Laurelhurst Preliminary Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139-lot subdivision of a multiple parcel, 29.9 acre site. Twenty tIlree (23) tracts for open space, stonm drainage and future development are Included In the proposal which Is located within the : Residential -B (R-B) zoning designation. The lots are Intended for tile eventual development of detached slngle·famlly homes-lots ranging In size from 4,500 square feet to 41,533 square feet. Nine single-familY homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for tile existing home on new Lot 69 would remain. Access Is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132"" St. In King County, new Intemal public streets and private accass easements wltIlln the plat. Street dedications are required, A portion of unimproved right-of-way for FIeld Ave. NE (140" Ave. SE In King County) Is proposed to be vacated. Two non-regulated wetlands located within tile site are proposed to be filled. Maplewood Creek crosses tile southwestern portion of the piat and would have a 25-foot buffer from tI1a ordinary high water mark. PROJECT LOCATION: Between Bremerton & Field Avenues NE & From NE 111 Place to NE 31d Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MmGATED (DNB-M): As tho Load Agoncy, tho City of Ronion has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as ponnlttod undor tho RCW 43.21 C.l t 0, tho CHy of Ronton Is using tho Optional ONSoM proco .. 10 give notico that a ONS. 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-Slgnlficance-MHlgated (DNS·M). A t 4-day appsal psrlod will follow tho Issuance of tho ONS.M. . PERMIT APPUCATION DATE: Juno 10, 2004 NOTICE OF COMPLETE APPUCATION: June 17. 2004 APPUCANTIPROJECT CONTACT PERSON: Craig J, Krueger Tel: (425) 885-7877 Email: cJkOcoredaalgnlnc.com 'PermtWRavlew Requested: Envlronmontal (SEPAl Review, Preliminary Plat Review Other Permits which may be required: Building, Construction and Fire Pennlts Requeatsd Studt ... : Environmental (SEPAl Checklist, Stonn Orslnage, Geotechnical, Trsfflc and Watland ropons Location where application may be reviewed: PlannlngIBulldlng/Publlc Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way. Renton. WA 98055 PUBLIC HEARING: CONSISTENCY OVERVIEW: lanlng and Lsnd Use: Publ~ hearing tonlatlvoly schodulod for August t 7, 2004 boforo the Renton Hearing Examiner In Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of tho new Ronton City Halilocatod at t 055 South Grady Way. The subject sHe Is doslgnated Rosldentlal Singlo Family on tho City of Ronton Comprohonslve Lsnd Usa Map and Residential -B (R·B) on the City's Zoning Map. Thls deSignation encourages and permits single-family residential dovolopment at a not density range 015.0 to B.O dulac for R-B. Tho proposal.for 139 lots would resufl in a net density of 5.94 dulac after the deduction of lands for streets. The proposed subdMslon Is consistent with the land use deSignation. Environmental Documents that Evaluate the Proposed ProJact: Development Regulation. Used For Prolect IIHlgatlon: SEPA Checklist Tho projoct will bo sublect to tho CIty's SEPA ordinance, Zoning Coda, Public Works Standards, SubdMslon Regulations, Uniform Building and Flro Codes and other applicable codes and regulations as appropriate. Proposed MHtgaUon II_urea: Tho tollowlng Mitigation Moasures will likoly be Imposod on tho proposed project. These recommended MitlgaHon Measures address project impacts not covered by existing codes and regulations as cited above. Tho applicant will b8 required to pay Iho appropriato TranspDl1ation Mfflgatlon Foo; Tho appIlcanf will be required to pay tIla appropriato Fire Mhlgation Foe; and The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must be submitted In writing to SUlan Fiala, Senior Planner, Development Services Division, 1055 South Gredy Way. Renton. WA 98055, by 5;00 PM an July 1 2004. this mattor Is also tentatively scheduled for a public heartng an August 17. 2004, at 9;00 AM. Council Chambers, Seventh Floor, Renton City Hall, t055 South Grsdy Way, Renton. If you aro Intorosted in attending the hearing, please contact tho Devolopment Sorvices OMsIon, (425) 430-7252. to ensuro that tho hearing has not been rsscheduled. H comments cannot be submitted In writing by the date indicated abovo, you may still appsar at tho hearing and prsssnt your commonts on tho proposal before the Hearing Examlnor. H you havo questions about this proposal, or wish to be made a pslly of record and receive addffionaJ Information by mall, plaase contact the project manager. Anyone who submits wrtttan comments will automatically becomo a party of record and will be notified of sny decision an this proj .. t. CONTACT PERSON: Susan Fiala, Senior Planner Tel: (425) 430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALUNG FDR PROPER FILE IDENl1F1CATION If you would like to be made a party of record to receive further Information on this proposed project, complete this fonm and retum to; City of Renton, Development Planning, tOSS So. Grady Way, Renton, WA 9B055. FIle No.JName; LUA04-063, PP, ECF NAME; ______________________________________ ___ ADDRESS: ________________________ ___ TELEPHONE NO.; ___________ _ CERTIFICATION ..,,, .. ,,,, ... 'f"~\,,\\\ ."". uN W' A", _<>. ~\.. 'I! '''''41. II f'~~ "';"S'i"O'~:" OLI,~ :_~ •• ,~,O ' 'Y~":~'I : ~ ... ~ ~ .. ~~ : !& ~OTA~L ~.~ "" ~ ~. r m: , ~ : ....... 00: ~ I, Tat6c.k £Dcll~ p. hereby certify that <6 ~:!\i~s 6t4ft&IC ./ 1-b d . 1;4p'j • •• ~ .-a ave ocument were posted b -+-->.1.-_ conspicuous place~f '. y. •••• ~O ; the described property on to ' I OJ:' ....... \t\e~ __ -- ~. , ... \ ... \o\o ...... ~ --&?~ Signerl~,~t~~-:~~~~ __ ATT~ST: Subs~r~bed, ~w:r~ l>efore me, a Nota£,y Pub , i nd fo~~ of . WashIngton resldmg 1~S4t!12 , on the 02Vy!-.. day of ~ ~ V MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6.29.07 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: June 17, 2004 LAND USE NUMBER: LUA04-o63, PP, ECF PROJECT NAME: Laurelhurst Preliminary Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a phased, 139-lot subdivision of a multiple parcel, 29.9 acre site. Twenty three (23) tracts for open space, storm drainage and future development are included in the proposal which is located within the Residential -S (R-S) zoning designation. The lots are intended for the eventual development of detached single-family homes-lots ranging in size from 4,500 square feet to 41 ,533 square feet. Nine single-family homes, three mobile homes and associated outbuildings exist. All would be removed or demolished except for the existing home on new Lot 69 would remain. Access is proposed via Bremerton Ave. NE, Duvall Ave. NE, SE 132nd St. in King County, new internal public streets and private access easements within the plat. Street dedications are required. A portion of unimproved right-of-way for Field Ave. NE (1401h Ave. SE in King County) is proposed to be vacated. Two non-regulated wetlands located within the site are proposed to be filled. Maplewood Creek crosses the southwestern portion of the plat and would have a 25-foot buffer from the ordinary high water mark. PROJECT LOCATION: Between Bremerton & Field Avenues NE & From NE 1st Place to NE 3rd Street 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.11 0, 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: June 10, 2004 June 17, 2004 APPLICANTIPROJECT CONTACT PERSON: Craig J_ Krueger Tel: (425) 885-78n Email: cJk@coredeslgnlnc_com Permits/Review Requested: Environmental (SEPA) Review, Preliminary Plat Review Other Permits which may be required:' Building, Construction and Fire Permits Requested Studies: Environmental (SEPA) Checklist, Storm Drainage, Geotechnical, Traffic and Wetland reports Location where application may be reviewed: Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning and Land Use: Public hearing tentatively scheduled for August 17, 2004 before the Renton Hearing Examiner In Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. The subject site is designated Residential Single Family on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-B) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to B.O dulac for R-B. The proposal for 139 lots would result in a net density of 5.94 dulac after the deduction of lands for streets. The proposed subdivision is consistent with the land use designation. Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: SEPA Checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes 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 appropriate Transportation Mitigation Fee; The applicant will be required to pay the appropriate Fire Mitigation Fee; and The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on July 1. 2004. This matter is also tentatively scheduled for a public hearing on August 17, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please 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: Susan Fiala, Senior Planner Tel: (425) 430-7382 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 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, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File NoJName: LUA04-063, PP, ECF NAME: ..... ____________________________________________ ___ ADDRESS: ..... __________________________________________ ___ TELEPHONE NO.: _______________ _ ,~4~ ..11., -Kathy Keolker-Wheeler. Mayor June 17, 2004 Superintendent's Office Renton School District #403 300 SW 7'h Street ' , 'Renton; WA 98055-2307 Subject: Laurelhurst Preliminary Plat LUA-04-063, PP, ECF ' . CITY.F RENTON PlanningiBuilditiglPublic Worlcs Department Gregg Zimmerman P.E., Administrator The City of ,Renton Development Services Division has received an application for a Preliminary Plat located between Bremerton and Field Avenue,s and from NE 1 st' Place to, NE 3rd 'Street. Please see the enclosed Notice of Application for further details; , In order to process this application,theDevelopmeht Services Division needs to kriowwhich 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 return this' letter to my attention, Development Ser\jices Division, City of Renton, 1 055 South Grady Way, Renton, Washington 98055.' " ' Elementary School: ___ :-.._---------'-'-----,--"---------- Middle School: ___ -'--__ --,--_-'-_----' ____ ---"----'-____ --"----'-------- High School: _____ ----'-____ ------,----.,..-.--------,.---'--_- ,'Will the schools you have indicated-be able tOhandleHheHmpabt of the additional stl:idents estimated to come from the propbseddevelopment? ", Yes No-'--__ Any Comments: _---'-__ --,_.,-'-______ ----,-___________________ _ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7382. Sincerely, Susan Fiala Senior Planner _E_n_CI_. ----10-S-S-s-ou-t-h-G-ra~dy-W:-ay---R-e-nt-on-,-W:-a-sh-in-g-to-n-9-g-0S-S------~ * This paper contains 50% recycled material,30% post consumer AHEAD OF THE CURVE E·~M! .. ~. ..&I. .. -Kathy Keolker-Wheeler, Mayor CITY .JFRENTON PlanningIBuildinglPublic Works Department Gregg Zimmerinan P.E.,Admiilistrator . June 17,2004 Craig J. Krueger' . Core Design, Inc. . 14711 NE 29th Place, Suite 101 Bellevue,. wA 98007 Subject: Laurelhurst Preliminary Plat LUA-04-063, PP, ECF Dear Mr. Krueger: The Development Planning S~ction oUhe 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 c6nsider~tioriby the Environmental Review Committee on July 13, 2004~ Prior to that review"you will b~ riotifiedif any additional information is required to continue processing your applica:tion. '" , . . . . A Public Hearing is tentatively scheduled with the Renton Hearing Examiner in the Council Chambers on the .seventh floor of City Hall,1 055 South. Grady Way, Renton, Washington, on August 17,2004at 9:00AM to consider the Preliminary Plat The applicant.or representative(s) of the applicant are req~iredto be present at the public. hearing. A copy of the staff report will be mailed to YOllOne' we~k before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Please contact me at( 425)' 430-7382 if you have any questions. Susan Fiala Senior Planner cc: Joseph Carlo, Jean Lucas, Douglas & Sharlene Scherer, Connor Homes, Estate of Clara Hagerman, Michael & Linda Hampshire, Mary Ellen & Donald Hamblin, James Belmondo, Sharon Lee Vavak fOwner John Skochdopole f Applicant -------=-lO::-:S:-"S-=S-ou-th=-G-ra-dy-W-ay---R-e-nt-on-,-W-a-sh-in-g-to-n-9-g-0S-S------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CARLO City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Joseph Carlo PROJECT OR DEVELOPMENT NAME: ADDRESS: 28823 Redondo Shores Dr. S Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Des Moines z1p:98198 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave. SE; 13823 SE 132nd St.; 13625 SE 131st St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; NAME: John Skochdopole 152305-9024; 152305-9028; 152305-9079; 152305-9016; 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R·8 NAME: Craig J. Krueger PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA ZIP:98007 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUIACRE 425-885-7877 •• cjk@coredesigninc.com 1-. ,DJECT INFORMATION (COnlUed) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: I IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL o AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): o AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL o FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A o HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL o SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A o WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES "- List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) ""\n.""-t',oh ~. (hvlc , declare that I am (please check one) ~ the 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. I certify that I know or have satisfactory evidence that :::J:o;:cph /t.). Cu.rID I signed this instrument and acknowledged it to be his/her/their free and voluntary act for the lo uses and purposes mentioned in the instrument. ~~----~--------~~~~== (Signature of Owner/Representative) LUCAS City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Jean Lucas PROJECT OR DEVELOPMENT NAME: ADDRESS: 13823 SE 132nd St Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton ZIP:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138thAve. SE; 13823 SE 132nd St.; 13625 SE 131 st St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305·9212; 152305·9211; 152305·9046; 152305·9213; 152305·9214; 152305·9215; 152305·9038; 152305·9015; 152305·9024; 152305·9028; 152305·9079; 152305·9016; NAME: John Skochdopole 152305·9017; and 152305·9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 slngle·family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTSPR~MQRE(if applicable): 278,022 S.F. ~~ . , CITY: Bellevue, WA ZIP:98007 f . PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DU/ACRE 425-885-7877 - -cjk@coredesigninc.com .r • I-. "OJECT INFORMATION (cont ••• ued) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: $" - , IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL o AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): o AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL o FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A o HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL o SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A o WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP ~ I, (Print Name/s) ~e...o...n \.... ,U<! nC; , declare that I am (please check one) Xthe 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. (8ig ture of Owner/Representative) I certify that I know or have satisfactory evidence that W 0../ W I V c<!\. J signed this instrument and acknowledged it to be hi e their free and voluntary act for the uses and purposes mentioned in the instrument. SCHERER City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Douglas Scherer PROJECT OR DEVELOPMENT NAME: S'v'o.v Le.V\.e. ~-r ADDRESS: 13731 SE 133rd St Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton ZIP:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave. SE; 13823 SE 132nd St.; 13625 SE 131 5t St.; and three vacant ~arcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings .- ADDRESS: 846108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR'MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA z1P:98007 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET , TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUIACRE 425-885-7877 - -cjk@coredesigninc.com ~ .~.~JECT INFORMATION ( _COn.Ued). NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: $~ -- IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL (J AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): (J AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL (J FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL (J GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A (J HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL (J SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A (J WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) .Ap i!l.Q/4_5-U :;JeA e r< e /? , declare that I am (please check one) }{ the current owner of the property involved ill this a lication Oi the Duthorized re resenThtive to act for a cor oration ( lease attach proof of authorization) and that the fore oing pp --p P.P g statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and oeher. I certify that I know or have satisfactory evidence that ?o"'~ tit S V· "5~ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. ~7 J~ ~ __ '-"'''''' ~ _--........... ~~.~~.It~"\ -"'--...Q.-!'-'-zl~'-----------....,:'4! ... ~\/IISSIO ••• ~ " MK~ (Signature of Owner/Representative) (Signature of Owner/Representative) : .' 0 \off' .~ I, Notary Public in and for the State of Washington ; ... (j NO)"~ ~" 'f.. ~ II' en : "'l~ "'Q ~ \,I' ., $' ""':/.. -. '-, -i: ..0 ., :v: ~ ~ ~ ~ Oe eli ~ ~ «\'. 19 l.le .. : 'I ' •• ~ .': 't, o~ .... ~·06 ...... ~ .: " ~ ........ 0' ~ II" JcI8HING~ ...... -, ,,'''''''''''''', ..... .. Notary (Print) ~ I::h tLawltt~ My app~",m'"t exp''''' tp. t;?t. SCHERER City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Douglas Scherer PROJECT OR DEVELOPMENT NAME: S\ro..., Le.Y\R.. ~r ADDRESS: 13731 SE 133rd St Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton z1p:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave,'SE; 13823 SE 132nd St.; 13625 SE 131 51 St.; and three vacant ~arcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 " . PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A .. . . CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger , PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROApWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE $TREETS SERVING " THREE LOTS OR MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA z1P:98007 .. ... .• PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUIACRE 425-885-7877 - -cjk@coredesigninc.com· I. f... ,ECT INFORMATION (cont. .. ~_-:d) ~ NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: $~ "- IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL o AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): o AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL o FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON·RESIDENTIAL o GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A o HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON·RESIDENTIAL o SHORELINE STREAMS AND LAKES sq. ft. • BUILDINGS TO REMAIN (if applicable): N/A o WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ 'AFFIDAVIT OF OWNERSHIP I, (Print Name/s) '-!&tA.rluu. Sc.~ , ' declare that I, am (please check one) X the cun:ent owner of the property . -.... : . involved 101 th,s applicauuII v, __ me autt!onzed represenfa!lve 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. ,.F·" I certify that I know or have satisfactory evidence that ~ Ie VJ..euJ S~-;{e r f " signed this instrument and acknowledged it to be his/her/their free and voluntary act for ihe uses and purposes mentioned in the instrument. )ignature ~f Owner/Representative) ~!11~ otary Public in and for the S of Washington ,. . :. Notary (Print)~ ~ '5 A vf:A' Jo, k &1.S- My appOintment expire' ~ ! /1 Pj / V+_' __ _ XIONG City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Conner Homes PROJECT OR DEVELOPMENT NAME: ADDRESS: 846 108th Avenue N.E., Suite 202 Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Bellevue, WA ZIP:98004 13005,13015,13025,13129,13203,13226, 13232, 13405, & 13418 138th Ave. SE; 13823 SE 132nd St.; 13625 SE 131 st St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A -, CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger , , PROPOSED ZONING (if qpplicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ""- ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA ?1'p:98007 ' PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET " TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUIACRE 425-885-7877 - -cjk@coredesigniilc.com ~ _~.0JECT INFORMATION (COn.Ued) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: f IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL o AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): o AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL o FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): I SQUARE FOOTAGE OF PROPOSED NON·RESIDENTIAL o GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A o HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON·RESIDENTIAL o SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable; o WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) , SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP ~ ..... I, (Print Name/s) .j.., III VI 1(. ~1C/)cV, &~ /JO ( ~ , declare that I am (please check one) J:the current owner of the property involved in this application or ~the authorized relpresentative 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. I certify that I know or have satisfactory evidence that ,Jol.,,,, S ~I)~ Ie rl lIr5f v. r. signed this instrument and acknowledged it to be@her/theirfree and volunta act for the • uses and purposes mentioned in the instrument. -CAM. fI'\4;' ft .IVU r """ -7"4-~":"":'::=-:"'-----I.~~--=~..:.....::!~"':"'~' ~ --~' DE "\\ ~~"'CJ f __ ~'f.~ .. · .. .c"ll':. \\\ ( g ture of ~r/Representative) r ;' U~"'SS\ON ~ .•. ~-? II, '" • -~ <..--r.J' • , (Signature of Owner/Representative) '" .~~ 'V., ~ :'0 ~OTARl' ~\ ~ --',..o:;.J ......... -wa'-V'Cf---1~~-"-='-=---'==--;1.r--;:f70 __ en : ~ Notary Public in d for the State of Washington ~ ".PUBLIC .: ~ Nota", (P""') &~ ~, ~. .'..;;:., ~ '11 ~";Ji;..!.~=~:~~ .. ~u:! !_ ~.~ ,'0 Off:WAS~_-': ~""""'- My appOintment expires: / I ~ '1> 0 5 • .' , HAGERMAN City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) TELEPHONE NUMBER AND E-MAIL ADDRESS: NAME: Estate of Clara Hagerman, Julie Schisel 425-885-7877 - -cjk@coredesigninc.com -Admistrator PROJECT INFORMATION ADDRESS: Linn, Schisel & Demarco PROJECT OR DEVELOPMENT NAME: 860 SW 143rd St Laurelhurst CITY: Burien z1p:98166 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: TELEPHONE NUMBER: See Applicant 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave. SE; 13823 SE 132"d St.; 13625 SE 1315t St.; and three vacant ~arcels. APPLICANT (if other than owner) KING COUNTY ASSES~OR'S ACCOUNT NUMBER(S): NAME: JohnSkochdopole 152305·9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; COMPANY (if applicable): Conner Homes 152305-9017; and 152305-9194 EXISTING LAND USE(S): 9 single-family detached homes; ADDRESS: 846108th Avenue N.E., Suite 202 3 mobile homes; and associated out buildings CITY: Bellevue, WA ZIP:98004 PROPOSED LAND USE(S): Single-family detached TELEPHONE NUMBER 425-455-9280 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family CONTACT PERSON PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A NAME: Craig J. Krueger EXISTING ZONING: R-8 COMPANY (if~appli6abl~r;Ph"Core Design, Inc. ~~1. ri'" \\ } .,~ x~ •. ~'\I ~.~ \~;.... ,:.y~ .. ",', ,-I~), d,.. 'I W • '"~"" .. PROPOSED ZONING (if applicable): N/A -. " ADDRE~S:' .. ~4711 'NE 29th Place, Suite 101 SITE AREA (in square feet): 1,303,252 S.F. SQUARE fOOTAGE OF ROADWAYS TO BE DEDICATED CITY: Bellevue, WA z1P:98007 FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 278,022 S.F. ~ _ .~JECT INFORMATION (con\ ..• ued) PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE ACRE (if applicable): 5.95 DUIACRE NEW PROJECT (if applicable): N/A NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL Cl AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): Cl AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL Cl FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 Cl GEOLOGIC HAZARD sq. ft. SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N/A Cl HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL Cl SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A Cl WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3, 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) .JuJI ~ Ih, ~ chi (e I A-dik ;t\i(1vA fLY', declare that I am (please check one) _ the current owner of the property involved in this application or ---1!...-the authorized representative to act for . ee Jon (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in ~'}e~thte and correct to the best of my knowledge and belief. (Signature of Owner/Representative) I certify that I know or have satisfactory evidence that -....,.,.,......,..-:--_-:--:---:-_~__..,.,. signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary (Print) UtleA-~-f';- My appointment expires: ,r--2, l-O-Z · . CERT\f\~' coPY· IN THE SUPERIOR COURT FOR THE STATE OF WASHINGTON COUNTY OF KING __ IN RE THE ESTATE OF Clara Hagerman DECEASED. NO: 03-4-03580-4KNT LETTERS OF ADMINISTRATION (LTRAD) The above named decedent died intestate leaving property in Washington State subject to administration. Julie M. Scltisel is appointed by the Court as Administrator(s)and authorized to administer the estate according to law. WITNESS my hand and seal of said Court: July 9, 2003. Superior Court Clerk -.4-\i--\.L------, Deputy Clerk STATE OF W ASHrNGTON ) County of King ) [, BARBARA MINER, Clerk of the Superior Court of the State of Washington, for the County of King, do hereby certify that [ have compared the foregoing copy with the original instrument as the same appears on file and of record in my office, and that the same is a true and perfect transcript of said -original and of the whole thereof .. rN TEST Wfit;.~.[ have hereunto set my hand and affixed the Seal of said Supenor Court at my 0 ce at attle on thiS date U (1 .. -:. {B:,RBA! MINER, So +-+1-______ , Deputy Clerk • NOT OFFICIAL WITHOUT RAISED SEAL • RCW 11.28.140; 11.28.280 L:\formslcashiersldowntown cashicrslLetters of Administration -till in SCOMIS code: L TRAD revised: 03/01 HAMPSHIRE-GOE City of Renton LAND USE PERMIT MASTER APPLICATION- PROPERTY OWNER(S) PROJECT INFORMATION NAME: Mi~hael _~m~)hire (J.trI[J.J :.. Wnda-(6Oe-l!:4unpsh/7'e- PROJECT OR DEVELOPMENT NAME: , ADDRESS: 13625 SE 131st St Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: ,Renton z1p:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138lh Ave. SE; 13823 SE 132nd St.; 13625 SE 131sl St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305·9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305·9017; and 152305-9194 I COMPANY (if applicable): Conner Homes EXISTING LAND USE(S):9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA ZIP:98007 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUiACRE 425-885-7877 - -cjk@coredesigninc.com _JECT INFORMATION (cont ... ued) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: $ IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL Cl AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): Cl AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL Cl FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL Cl GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A Cl HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL Cl SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A Cl WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP / I, (Print Name/s)~A-trC:::IShi<2... L lIynF/ )/;4JAfh::.h{dfrJire that I. am (please check one) )L the current owner of the property involved in this a -lication or the authorizedre resentati"e~o act ior a cor oration lease attach roof of authorization and that the fore oin PI-' __ P P (p P ) 9 g Notary Public in and for the State of Washington statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. R/~ ~ I certify that I know or have satisfactory evidence that MIt 4 4ft L ~b1,., J-"e, u",~" So ... \ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the Hr.¥"'7tC. ~ uses and purposes mentioned in the instrument. ~ ..... ~.,.,.,H~A~~~~"'· 4' ~'p r.,J; II, ~~O ..... ., .. ,,~ I, --+-=-"""oc:-.«...::-5-. S"'--r----------~.f ,-.. :~SSION~· ••• C,S\ '1, " .. ~... ~...o" ~ : :0 ... \OTAr.~,_ ~'. ~ II' :0" I1r rn~ "-~ . ".48 0: ~ ~ . PC: ~ ~ (/)~ ... UBU .: ~ ; ~ // / ~".. ··0: t£J~ J!ftiM/fg./ b6 \~?>~~~:~.~:~~.~~(§ --: "'1\ F: WAS-r. ~ ....... '\,\': ... .,.,T ~ .... ~~~ ..... (Signature of Owner/Representative) (Signature of Owner/Representative) Notary (Print) My appointment eXPires:_-I-1,-/-~_~fd:.:,~<--~_~=-__ _ HAMBLIN City of Renton LAND USE PERMIT MASTER APPLICATION, PROPERTY OWNER(S) PROJECT INFORMATION NAME: Mary Ellen Hamblin ~ ~Vlq{J ~. tt~W\btl'" PROJECT OR DEVELOPMENT NAME: ADDRESS: 16210 SE 134th St Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton z1p:98059 13005,13015\113025,13129,13203,13226,13232,13405, & 13418 138t Ave. SE; 13823 SE 132nd St.; 13625 SE 131 st St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATiON (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS.OR PRIVATE STREETS SERVING THREE LOTS OR MORE df applicable):, 278,022 S.F. CITY: Bellevue, WA ZIP:98007 "" .... , G!> ..... ..n.....4>.~. ~ ....... d.,..~Cb" TELEPHONE NUMBER AND E-MAIL ADDRESS: PROPOSED RE IDENTIAL DENSITY IN UNITS PER NET ~ ACRE (if applica Ie): 5.95 DWAiJREntoV: . -.... f ...... tJ. r~ , ... ,..,"14' .," ............. 425-885-7877 - -cjk@coredesigninc.com j YlAIv'IAM\J ~ljhqOH~iq~:} '1510::-) ,(lOS ,t'll1ut. ;;(:11;:1'<3 t(l9fY11nloClqA vM " ~ ~"' ..... ..,. .... ,,0jY-~~f""~ F JJECT INFORMATION (con\._.ued) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL CJ AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): CJ AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL CJ FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL CJ GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A CJ HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL CJ SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A CJ WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A -. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fee~ and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) _M I'J tW J: lIe n H a.J'l1.hI//\/ , declare that I am (please check one) ~the current owner of the property involved in this a IicatioR-Oi thPo authorized re resentative to act for a co. oration lease attach roof of authorization and that the fore oin pp --p rp (p p ) g 9 statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. ~th,-,JlIhn~ (Signature of Owner/Representative) (Signature of Owner/Representative) Notary PubliC' -·stQte.()f WashIngton CORY CHRISTOPHER LANMAN My AppoIntment Expires Jun 6. 2001 I certify that I know or have satisfactory evidence that &". EII-/t..Ji:, signed this instrument and acknowledged it to be his/her/thetrfree and voluntary act for the uses and purposes entloned in e instrument. Notary (Print) C')' C }<>t/1,""",,/, -----~ ;;;{cp"":f. My appointment expires: ~"..a. BELMONDO City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: James Belmondo PROJECT OR DEVELOPMENT NAME: ADDRESS: 13220 138th Ave_S£ Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton ZIP:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave. SE; 13823 SE 132nd St.; 13625 SE 131st St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger -".,\"""'" .. , .... ,;. PROPOSED ZONING (if applicable): N/A COMP~NY (if ap.pliba~I":):,, Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F • . ~. . - ADDR;ESS:', 147f1 NE'29th Place, Suite 101 .\" ~:~~"'v~ ,'J !./F ),,'_":~:~ , ' ..... ::>.,. • r ~ • SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 278,022 S.F. CITY: "', -c.._I""L. "':.~ :~.>J ~ ..... , '. "'" cB~lJevue,.'WA ZIP:98007 "I""'I!')" . PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DU/ACRE 425-885-7877 - -cjk@coredesigninc.com ~. ~~JECT INFORMATION (COnAed) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: $ .. __ .J IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL o AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): o AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL o FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A o HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL o SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A o WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWNSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) 7A ME S Ac L ""0 Iv 00 . declare that I am (please check one) ')( the 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) I certi at I know or have satisfactory evidence that -:tAM E S 8 e:U10 I,) 00 Igned this instrument and acknowledged it to be his/Rel:AAeir free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washin Notary (Print) E AJOCI-/ lI. MAF~E.O My appointment expires: 11-07-0 t./. , , • VAVAK City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Sharon Lee Vavak PROJECT OR DEVELOPMENT NAME: ADDRESS: 13418 138th Ave NE Laurelhurst PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: Renton z1p:98059 13005,13015,13025,13129,13203,13226,13232,13405, & 13418 138th Ave. SE; 13823 SE 132nd St.; 13625 SE 131 5t St.; and three vacant parcels. TELEPHONE NUMBER: See Applicant KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; NAME: John Skochdopole 152305-9017; and 152305-9194 COMPANY (if applicable): Conner Homes EXISTING LAND USE(S): 9 single-family detached homes; 3 mobile homes; and associated out buildings ADDRESS: 846 108th Avenue N.E., Suite 202 PROPOSED LAND USE(S): Single-family detached CITY: Bellevue, WA ZIP:98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family TELEPHONE NUMBER 425-455-9280 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CONTACT PERSON EXISTING ZONING: R-8 NAME: Craig J. Krueger . PROPOSED ZONING (if applicable): N/A COMPANY (if applicable): Core Design, Inc. SITE AREA (in square feet): 1,303,252 S.F. ADDRESS: 14711 NE 29th Place, Suite 101 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTSOR MORE (if applicable): 278,022 S.F. CITY: Bellevue, WA ZIP:98007 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): 5.95 DUIACRE 425-885-7877 - -cjk@coredesigninc.com I4tJJECT INFORMATION (COn&ed) NUMBER OF PROPOSED LOTS (if applicable): 139 PROJECT VALUE: ~'. IS THE SITE LOCATED IN ANY TYPE OF NUMBER OF NEW DWELLING UNITS (if applicable): 127 ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE NUMBER OF EXISTING DWELLING UNITS (if applicable): 12 SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IJ AQUIFER PROTECTION AREA ONE BUILDINGS (if applicable): IJ AQUIFER PROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING RESIDENTIAL IJ FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): 3200 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL IJ GEOLOGIC HAZARD sq. ft. BUILDINGS (if applicable): N/A IJ HABITAT CONSERVATION sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL IJ SHORELINE STREAMS AND LAKES sq. ft. BUILDINGS TO REMAIN (if applicable): N/A IJ WETLANDS/STREAMS 8,347 sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NW QUARTER OF SECTION 15 , TOWi-.JSHIP 23N ,RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Preliminary Plat 3. 2. Environmental Review 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP \ I, (Print Name/s) 3H,,&o;.) LEe v~mt( , declare that I. am (please check one) ~ the ~urr:ent owner of the prop~rty Involved In this application or __ the authonzed representative to act for a corporation (please attach proof of authonzatlon) and that the foregOing statements and answers herein contained and the information herewith are in ali respects true and correct to the best of my knowledge and belief. & I. I certify that I know or have satisfactory evidence that .% /YV'Dt1 Lee.-{j w ~ ~ /."./ 11-signed this instrument and acknowledged it to be his/her/their free and voluntary act for the X ~ '-'~ ~ uses and purposes mentioned in the instrument. ~~ ""'''''''\\ .:-..... '~ 'rlAWI(/)!'tt .-O~ ............ 'rff5\ 't, ,: ~ .·~s\ON ~-t:". ,~ :: '-.~ ,0/... I, ~::"..L~~~.£.....h~----.:~-----,~: l~r\~O,.ARy ~\ ~ Notary Public in and for the State of Washington ~: 0 dE> : ~ ~ : cn-e ' : ~ ~ ~ PU\3\.\(J : ~ ! ~(J)'" ... E: ''.). •• O'O·~" '" ..., .... · ••• 9-29-•••.• ~ :-'. '1$" •••••••• ~, .... - I ••• OF Wp...S .......... ... '\""''''" ... " ......... .. (Signature of Owner/Representative) (Signature of Owner/Representative) Notary (print)&" ~ t 1)15 / My appointment expires: 11k ~L LIST OF SURROUNDING PROPERTY OWNERS WITHIN 300-FEET OF THE SUBJECT SITE City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 PROJECT NAME:._~----,--__ ,,--Nu~_"3"..:....r----,p.----,-/l(£~ ........ ...;..p~Icu(-...!-_______ _ APPLICATION NO: ________________________ _ The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development NAME ADDRESS Q:\WEB\PW\DEVSERV\Forms\Planning\owners.doc08129/03 ASSESSOR'S PARCEL NUMBER (Attach additional sheets, if necessary) NAME ADDRESS Applicant Certification ASSESSOR'S PARCEL NUMBER I, ~J~o...;..b.L.t'\..loo.-S.;:;...:..}Q:::..O....;;dt--!.:~~o-t-p_o~Ie,:=;.... __ -" hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: --_ ........... ",'\ ---t' M. JOlt ... ", Title Company Records /vtO.···S\ON'i.·:.~oS' Itt King County Assessors Records 1 :~'":> :.r~. 'I, /l~ ~ ~ :'o~OTAAY \1'1". Signed ifb !2 Date 2-// f; / O~ ~.u ~~c en} (J (AJJJJrllt) I It" .n."". 11 ~.....,1 t -~" -19-· , NOTARY "\\~O;;WA5" __ -: ATTESTED: Subscribed and sworn before me, a NotagfY.bIiC, in anJlfor the State of W~~'h~n, residing at , 1'1; on the J day of ~ ~']A.a.'j . , 20~. -For City of Renton Use-" ............ "''',,' ................ '" KA4t, "'" CERTIFICATION OF MAILING ;.:" ~':.~ssi6'i,i'i-f..~~\, :~ .... ~~ ..,-~ ... ~\ , hereby certify that notices of the proposed apPicatib8~~T ~~t~9 ~ ~ : ...... : ~ r. • ~ G • '" ~ (I) '. USU ... ~ : '1_ .... • • :!'iO ... y".. ·o~ '" .,;.~··.~·29.01 ..... :,.~ :- D 1/ ~ q"" ........ ~-.;--ate: w:/n ", 0,.. V'-A&"''I. .... .. 7 " .. ~ ... ... \\\\", ............... I, e,kic 1<. ed, Ii n (City Employee) each listed property owner on --F-~~~--' NOTARY A~:~ribed and sworn before m0l Notary PUb~d for the State of Washington residing a -&. on the Qt! day of ,20t'y . -- Q:\WEB\PW\DEVSERV\Forms\Planning\owners.doc 2 , 152305 9005 . 1523059021 1523059032 Jeffery Fotheringill Patricia Lang Wesley & Alice Co-trustees Pearl 13409 138th Ave SE 4118 NE 24th St Pearl Renton, WA 98059 Renton, WA 98059 124 141 st PI NE Bellevue, W A 98007 1523059034 1523059035 1523059036 Bales Storage Partnership Violet Bliss Bales Self-storage Partnership PO Box 3015 330 Bremerton Ave NE PO Box 3015 Renton, WA 98056 Renton, WA 98059 Renton, WA 98056 1523059037 1523059044 1523059048 Charles Hargraves Philip Lindberg Ricardo Beltran 13820 SE 132nd St 1436 Peterson Swamp Rd #B 2108 Blaine SE Renton, W A 98059 Colville, WA 99114 Renton, WA 98055 152305 9062 R~ed ~e' 1523059075 1523059107 Gary & Tracy Hibert ~O~{\\J.-Mohammed Saeed Baboldashtian David Behan 13011 144th Ave SE \J.X\~4, . 2452 N Rutland Ct 13522 138th Ave SE Renton, WA 98059 19~ Wichita, KS 67226 Renton, WA 98059 1523059142 1523059143 1523059144 Michael & Kerri Leroy Edward & Mary Goble Patricia Frost 13504 138th Ave SE 13512 138th Ave SE 13528 138th Ave SE Renton, W A 98059 Renton, W A 98059 Renton, WA 98059 1523059192 1523059205 1523059206 Cortess Pippin Paul Lindberg Paul Lindberg 310 Bremerton Ave NE 13836 SE 131st St 13836 SE 131st St Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 1523059207 1523059217 1523059223 Karl & Cheri Goeres Jr. ClydeYahn Timothy Lindberg 13116 13 8th Ave SE 14100 SE 132nd St 13845 SE 131 st St Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 2525000060 2525000070 2525000080 Sandra Lee Johnson Mary Margaret Hoy Daniel Simmons 216 Bremerton Ave SE 210 Bremerton Ave SE 204 Bremerton Ave SE Renton, W A 98059 Renton, WA 98059 Renton, WA 98059 2525000090 2525000100 2525000110 Nancy & David Anderson David & Sandra Bush Harry Knauss 126 Bremerton Ave SE 120 Bremerton Ave SE 108 Bremerton Ave SE Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 2525000120 2525000130 2525000570 Charles & Debra Hagedorn Paul & Dana Holstine Billie Patterson 100 Bremerton PI SE 103 Bremerton PI SE 108 Vashon Ave SE .li· Renton, W A 98059 Renton, W Jlt: 98059 Renton, W A 98059 a'I. 'If" ."'. ; 2525000580 2525000590 2525000600 Kathy Diambri & Duane Carpenter Elizabeth Purdy Keith & Rebekah Baker 102 Vashon Ave SE 123 Bremerton Ave SE 129 Bremerton Ave SE Renton, W A 98059 Renton, W A 98059 Renton, W A 98059 2525500230 2525500240 2525500250 Ronald & Dawn Aldinger Lance Wade Julia Dia Parker Stephen & Sharleen Parker 4317NE 1stPI 4403 NE 1 st PI 101 Bremerton PI NE Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 2525500260 2525500270 2525500280 WingHo Dan & Shirley Milligan Chuong Tran 104 Bremerton PI NE 110 Bremerton PI NE 116 Bremerton PI NE Renton, WA 98059 Renton, WA 98059 Renton, W A 98059 252550 0290 R~~ 2525500300 2525500310 Jon Hendrickson ~~ Steven & Deena Stricker Kamilla Teletnik 150 Bremerton PI NE ~t.~O" 156 Bremerton PI NE 170 Bremerton PI NE Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 2525500320 2525500330 2525500340 Glen W.k. & Tessie Wong Gildardo & Patricia Lazcano Kathleen Nada-schrader 185 Bremerton PI NE 179 Bremerton PI NE 173 Bremerton PI NE Renton, W A 98059 Renton, W A 98059 Renton, W A 98059 2525500350 2525500360 2525500370 Scott & Julie Rutledge Terrance Flaig Cheryl Phillips 169 Bremerton PI NE PO Box 3106 161 Bremerton PI NE Renton, W A 98059 Renton, W A 98056 Renton, W A 98059 2525500380 2525500390 2525500720 James Shepherd Gerald & Susan Dorer Fernwood North Homeowners A 157 Bremerton PI NE 151 Bremerton PI NE POBox 2364 Renton, W A 98059 Renton, WA 98059 Renton, W A 98056 2816300010 2816300020 2816300030 Steven & Kimberly Anderson John Hines A WGumser 13656 SE 135th St 13648 SE 135th St 13640 SE 135th St Renton, WA 98059 Renton, WA 98059 Renton, W A 98059 2816300040 2816300050 2816300060 W L Cluphf M B Oleary Donald Kerstetter 13632 SE 135th St 13624 SE 135th St 13620 SE 135th St Renton, WA 98059 Renton, W A 98059 Renton, W A 98059 2816300090 2816300100 2816300110 Gerald & Gina Corder Collin & Christina Fowler J C Riedi 13625 SE 135th St 13631 SE 135th St 13635 SE 135th St Renton, W A 98059 Renton, WA 98059 ~:-' Renton, W A 98059 2816300120 David & Denise Usher 13643 SE 135th St Renton, W A 98059 3863500010 Teresa Nakano 13568 139th PI SE Renton, W A 98059 3863500040 Alexa Peterson 13554 l39th PI SE Renton, W A 98059. 3863500070 Bradley & Lissa Thompson l3559 l39th PI SE Renton, W A 98059 5182100049 Liberty Ridge LIe 9125 10th Ave S Seattle, W A 98108 6928000010 Ivyl Lea 7443 NE 123rd PI Kirkland, W A 98034 6928000130 Robert & Nancy Bamford 14024 SE l33rd St Renton, WA 98059 6928000160 Lola Archer 14004 SE 133rd St Renton, WA 98059 6928000190 Bryan G lasow 14019 SE 133rd St Renton, W A 98059 6928000300 Alfred Dembowski 14010 SE 1 34th St Renton, W A 98059 ~ 2816300130 E W Marzi 13505 l38th Ave SE Renton, W A 98059 386350 0020 ~~~ Jerry & Karren Olson ~ l3564 139th PI SE ~\~ 0-\ Renton, WA 98059 U' '/.PI 3863500050 Gerard Jay 13550 l39th PI SE Renton, W A 98059 3863500080 Jeffery & Sherri Davis 13561 l39th PI SE Renton, W A 98059 5182100050 Liberty Ridge LIe 9125 10th Ave S Seattle, W A 98108 6928000020 Douglas & Sharon Jones 14011 SE 132nd St Renton, W A 98059 6928000140 AB Rigor 14018 SE 133rd St Renton, W A 98059 6928000170 Rene Treadwell & Lily Bishai 14005 SE l33rd St Renton, WA 98059 6928000200 Valene Schubert 14025 SE 133rd St Renton, W A 98059 6928000310 Alfred Dembowski 14010 SE 134th St Renton, W A 98059 2816300140 Arne Anderson & Danielle Hagerman 13521 l38th Ave SE Renton, W A 98059 3863500030 Not Available From County 13558 139th PI SE Renton, WA 98059 3863500060 Steven & Myrle Skorupa 13557 139th PI SE Renton, W A 98059 3863500090 Pamela Medzegian l3567 139th PI SE Renton, WA 98059 5182100051 Liberty Ridge LIe 9125 10th Ave S Seattle, WA 98108 6928000030 Juanita Batson 14017 SE l32nd St Renton, W A 98059 6928000150 Frank Cook 14012 SE 133rd St Renton, WA 98059 6928000180 Vladimir & Irina Yurchenko 14013 SE l33rd St Renton, WA 98059 6928000290 Ros & Linda Lamb 10932 NE 49th St Kirkland, W A 98033 6928000320 Alfred Dembowski 14010 SE 134th St Renton, W A 98059 . , , ~ . 6928000330 6928000340 6928000350 Alfred Dembowski Alfred Dembowski Alfred Dembowski 14010 SE 134th St 14010 SE 134th St 14010 SE 134th St Renton, W A 98059 Renton, WA 98059 Renton, W A 98059 6928000450 6928000460 6928000470 James & Sharon Harbin Douglas & Shannon Luedtke Steve Ford 21304 Highway 99 14018 SE 135th St 14723 180th PI SE Woodinville, WA 98072 Renton, W A 98059 Renton, WA 98059 6928000480 6928000490 6928000500 David & Denise Jordan Kyle & Jill Johnson Richard & Pamela Spencer 14004 SE 135th St 14005 SE 135th St 14013 SE 135th St Renton, W A 98059 Renton, W A 98059 Renton, WA 98059 6928000510 6928000520 6928000620 Dick & Elaine Galusha Dick & Elaine Galusha Cheryl Van Geystel 1051 Shine Rd 1051 Shine Rd 25818 Gold Beach Dr SW Port Ludlow, WA 98365 Port Ludlow, WA 98365 Vashon, WA 98070 6928000630 Robert & Cheryl Vangeystel 25818 Gold Beach Dr SW Vashon, W A 98070 ,,\I, ,.,., JUN. 2.2004 12:19PM CORE DESIGN INC NO. 296 P.2 AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Rentan Development Services Division 1055 South Grady Way, Rentan, WA 98055 PHone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) COUNTY OF KING ~ ___ -.... _____ ~_-I-___________ ' being first _......;..,.;,.",; ........ __ , 19-1.txJ4. I installed "2... public yer bo)C on the property located at ~!L¥-"""::;~-=~--;,;019-~"':';';'':';';''':''';;'~~~ for the following project: '-~~h~,(- OWner Name 2. I have attached a cOpy of the neighborhood detail map marked with an "'xn to indicate the location of the Insta,lIed llIign. 3. Th~lthese public information sign(s) waslwere constructed and installed In locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code. " ~ 11 ~./1 cpnsta~. --_ ........... ,"", 'I't-SUBSCR'BED'AN~~.~~methis.JJi!:.. ayof ' ~c... ;' •• ~~tOS\ON ~";. •• fJ\ t, ~ .~--r.'\). I ~ /0 ~OTARy ~\ ~ '. ~ : 0 --m:, _",' -4-....,...,::::-.---.::;.;.--L'-':lR:,ftt.~.:;-~~~ I. • v,._ I, ~. PuaLlC.: OTARY PUBLIC , . . 't ~···'!.~-19-()~ .. ·" residing t;t. ...... _~ashington My commission expires on~II+JJ...l1.Ll.tJ.j()L-Lt4. __ _ Q:\WEB\PW\DEVSEllV\AliORM\aformpubslgn.doc06/2SI02 of at " ,. .~ ~ ~ ; 0 (i) 'i '!-2 3 RTIN'S __ ,,_,_0 OF.J6 -2~--'-'¥-'3""" ",.'''''"''''''' S.P. 882065 (I) (2) (3) ,., f ; ~ "" ~i i I =@! "I ·.!l!L:l-· .. ~~! 'lZ-1 4.96 Ac. I ~ . ~ 'I ®I ~f':::-------BM·'-----~l ~ ~ 5 I ~ , :_.___ 4.94 Ac. I €V.~ (]) i --~I-.--.-----~" : 9, ____ _ (S.E. 131ST 5T.) ~ JO ru ~5 ~ (I) (2) I ·'tr -I (I), ,.-L.",,-~) ..I ii S.p, 8810 (3) 24 ; LLi .J1.. u) " NEIG~eOR~OOD DETAIL MAP I" = 400':1: DEVELOPMENT PLANNING CITY OF RENTON JUN 102004 RE(cE~VED Project Narrative Laurelhurst Preliminary Plat --Renton, Washington • Project Name: Project Size: Location of Site: • Parcel Numbers: • Current zoning: Surrounding zoning: • Current use: Laurelhurst Preliminary Plat The total site is approximately 29.91 acres. The project is located along both sides of Duvall Avenue NE, north of SE 135th Street and south ofNE 4th Street. Please see the neighborhood detail map for the specific location. 152305-9212; 152305-9211; 152305-9046; 152305-9213; 152305-9214; 152305-9215; 152305-9038; 152305-9015; 152305-9024; 152305-9028; 152305-9079; 152305-9016; 152305-9017; and 152305-9194 Residential 8 dulac North: Center Suburban (Single-Family Detatched) South: Residential 4 dulac (Goe's Place -K.C) West: Residential 8 dulac (Fernwood East/North) East: Residential 4 dulac (puget Colony Homes -K.C) The site currently has nine single-family detached home, three mobile homes, and the associated out buildings. Special site features: B-twelve Associates delineated two wetlands on the property. Wetland A is 692 S.F. in size and located in the north half of the site. Wetland B is 3,096 S.F. in size and is located in the south half of the site. Both wetlands will be filled as part of the site preparations. B-twelve also determined that Maplewood Creek crosses the southwest comer of the property. This area will be set aside in a NGPA tract. • Soil type and Drainage: According to the King County Soils Report the site is entirely underlain by Alderwood gravelly sandy loam. A preliminary storm drainage system has been designed to handle all the storm water run-off that will be generated by the site. The system will include temporary erosion control barriers during site construction, and a permanent storm pond, located in the southwest comer of the property. This permanent system will ensure that prior to the discharge of stormwater into the downstream system, the on-site system will have significantly reduced the potential impacts to ground and surface waters. • Proposed property use: The proposal is to subdivide the property into 139 single- family detached, fee simple, lots. The project will create multiple new public roads. Per City of Renton Development Proj Narrative for preliruinary plat submittal.doc, 02/11/04 • Access: Regulations Section 4-6-060 R.3, Reduced Right-of-Way Dedication, we are proposing to reduce the right-of-way width for the proposed public roads from 50 feet to 42 feet. This reduction allows the creation of additional lots within the shape and size constraints of the site. The project is proposing to gain access from Duvall Avenue NE, SE 132nd Street, and Bremerton Place NE via multiple new 42' wide public streets. There are seven private access tracts proposed at this time. • Off-site improvements: Sewer main, road widening and sidewalks on duvall Avenue, north of the proposed project. • Est. Construction Costs: $ 7,500,000. • Est. fair market value: $ 17,100,000. • Quantity and type of fill: At this point in the design process, the site is anticipated to be balanced by cutting and filling. The quantities of the cut lel? avo and fill that will occur on site are approximately'~ubic I yards. If it is discovered that the site will need fill material, the applicant will submit a fill source statement at that time. • Trees to be removed: Efforts will be made to retain trees within the pocket parks and along the perimeter of the site. Please see the Tree CuttinglLand Clearing plan for the approximate location of the clearing limits. • Land dedication: • Number, size, and density of lots: • Proposed job shacks: • Modifications: The new public right-of-ways will be dedicated to the City of Renton. There are 139 lots proposed for the property. The average lot size is approximately 7,327 S.F. The net density is approximately 5.94 dulac. The site will have a construction trailer during the construction of the development. Per City of Renton Development Regulations Section 4-6-060 R.3, Reduced Right-of-Way Dedication, we are proposing to reduce the right-of-way width for the proposed public roads from 50 feet to 42 feet. This reduction allows the creation of . additional lots within the shape and size constraints of the SIte. Proj Narrative for preliminary plat su bmittal.doc, 02/11 104 CONSTRUCTION MITIGATION DESCRIPTION Laurelhurst Preliminary Plat, Core Design# 02052 1. PROPOSED CONSTRUCTION DATES . S""~~t.r of-"bot/-. Grading will start in the-spling ef 2005. The road and utilities will start shortly thereafter with building construction to follow. n. HOURS OF OPERATION FOR RESIDENTIAL CONSTRUCTION Per City of Renton: Monday -Friday: Saturday: Sunday: 7AM-8PM 9AM-8PM None III. PROPOSED HAULINGffRANSPORTATION ROUTES All equipment, materials, and laborers will enter the site off of 138th Avenue SE. IV. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST. TRAFFIC. AND TRANSPORTATION IMPACTS. MUD. NOISE AND OTHER NOXIOUS CHARACTERISTICS . • Dust Best management practices will be used to minimize dust on the project site. Water trucks or metered fire hoses will be used as needed to wet down the areas used by construction equipment. Disturbed slopes will be hydroseeded per the Erosion/Sedimentation Control Plan to control dust. • Traffic During site infrastructure and building construction, the traffic entering and leaving the site will consist of subcontractors and deliveries. When arriving for work, the subcontractors will be traveling opposite the traffic leaving the residential area, and materials are primarily delivered at off peak hours during the day. None of these operations are anticipated to have a significant impact on the peak or non-peak traffic hour in the area. I:\2002\02052\Docs\02052 Const Mitigation.doc; 02/09104 • Transportation Impacts There will be a minimum of two access point per phase (for a total of four access points) for construction of the project located off of Duvall Avenue NE (138th Avenue SE.) There is also the potential for a construction access located off of Bremerton Place NE. As was stated above, the construction traffic will not have a significant impact on traffic. The construction of the entrance, the new internal public right-of-way, and the extension of the utilities to the project may require some construction in the Duvall Avenue NE (138th Avenue SE) right-of-way. This work will be performed during non-peak hours and lane channelization will be used if needed. • Mud In keeping with state law, any vehicle with deposits of mud, etc. on the vehicle's body, (fender, undercarriage, wheels or tires) will be cleaned of such material before the operation of the vehicle on a paved public highway. In addition a street sweeper will also be used as necessary to remove any deposits from the roadways. • Noise All Construction equipment will have approved mufflers. Impacts from noise are expected to be minimal. The hours of operation will be consistent with City regulations. I:\2002\02052\Docs\020S2 Const Miligation.doc; 02/09/04 • • DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 2. Certain areas are excluded from density calculations. These include public roadways, private access easements serving 3 or more dwelling units, and critical areas.~ Total excluded area:** 2. 3. Subtract line 2 from line 1 for net area: 3. 4. Divide line 3 by 43,560 for net acreage: 4. 5. Number of dwelling units or lots planned: 5. 6. Divide line 5 by line 4 for net density: 6. 1.303.252 square feet 284.320 square feet 1.018.932 square feet 23.39 acres 139 units/lots 5.94 d.u./acre 139 lots or units would result in a net 'density of _.....:5:.:. . .::..94~_ dwelling units per 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 not 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. I:\2002\02052\Docs\02052 densityOl.doc 07/18/01 A. BACKGROUND 1. Name of proposed project, if applicable: Laurelhurst Preliminary Plat 2. Name of applicant: Conner Homes 3. Address and phone number of applicant and contact person: Applicant: Conner Homes John Skochdopole, PE 846 -108th Avenue NE Suite 202 Bellevue, ~A. 98004 (425) 455-9280 4. Date checklist prepared: February 6, 2004 5. Agency requesting checklist: City of Renton Contact Person: Craig J. Krueger c/o Core Design, Inc. 14711 NE 29th Place., Suite 101 Bellevue, ~A 98007 (425) 885-7877 Department of Planning, Building, Public ~ orks 6. Proposed timing or schedule (including phasing, if applicable): DEVELOPMENT CITY OF RE~~~N/NG JUN 1 0 2004 RlECClEDVED Construction is proposed to start in the Fall 2004 subject to the approval process. The Preliminary Plat illustrates two neighborhoods which will be the basis for onsite construction phasing. The Laurelhurst Preliminary Plat will be phased with completion anticipated in 2006. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no plans for future additions or expansions beyond the proposed project described in this checklist. Further activity will be the construction of required site improvements and detached single-family homes. '\ '1 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. • Geotechnical Engineering Study prepared by Earth Consultants, January 28, 2004. • Traffic Impact Analysis prepared by Transportation Planning and Engineering, February 9, 2004 . • Wetland Analysis Report prepared by B-12 Associates, January 28, 2004. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. N one to our knowledge. 10. List any government approvals or permits that will be needed for your proposal, if known. Site Work Construction Plan Approval Final Plat Approval Building Permits Grading Permits Other Customary Permits Construction Phasing Plan Approval 11. Give a 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. (Lead agencies may modify this form to include additional specific information on project description.) This application proposes a 139 lot preliminary plat on a 29.9 acre (approximate) site under the existing code requirements for a Single-Family Residential (R-8) zone. The proposed development will include a series of small pocket parks interspersed through the neighborhoods and will preserve the small intermittent stream and steep slope area in the southwest comer of the site. The single-family homes are anticipated to be in the middle-income price range for this market. 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 site(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 with any permit applications related to this checklist. The project is located in Renton, Washington south of NE 4th Street on both sides of Duvall Avenue SE. It is located in Section 15, Township 23N, Range SE. A legal description and a vicinity map are attached hereto and incorporated by reference. ,\.~ ~. , .'~ • 1 ''t EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS ',: ' 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous other "The predominate topographic features in the western half of the site include an elongated knoll (northwest-southeast trending) in the northern portion of the site, a roughly cylindrical knoll in the southern portion of the site, an east-northeast trending drainage that separates the two topographic high points, and an approximately 25 foot high steep slope area in the immediate southwestern corner of the site. The overall gradient of the western half of the site slopes primarily to the west-southwest at gradients generally in the range of 10 to 20 percent. The northeast trending drainage that separates the northern and southern knoll descends to the west- southwest but is bordered to the north by a south facing slope that forms the southern flank of the northern knoll. The south side of the drainage consists of a north-facing slope that extends up to the center of the southern knoll. To the east of the knolls the site slopes gradually to the east toward Duvall Avenue NE at gradients typically in the range of 5 percent and less. The immediate southwestern corner of the site also contains an approximately 20 to 30 foot high southwest-facing slope that descends offsite to the southwest at gradients of around 65 to 100 percent. The topography on the east side of Duvall Avenue NE is also defined by a series of knolls between the southeast corner and north central portion of the eastern development area. The west side of the three relatively concentric knolls slope gradually to the west at gradients of around 5 percent or less. To the east of the topographic high points, the site slopes to the east northeast at gradients generally in the range of 5 to 10 percent. The north and south flanks of the three knolls descend from the center point of the features to the north and south a gradient of 10 percent and less." Source: Geotechnical Engineering Study prepared by Earth Consultants, January 28, 2004 b. What is the steepest slope on the site (approximate percent slope)? The steepest slope is approximately 65 to 100% and is located in the southwestern portion of the property adjacent to the seasonal stream. The steep slopes consist of a small area of approximately 8,466 square feet 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. "Underlying the topsoil and vegetative layer we generally encountered a surficial layer of loose to medium dense silty sand with gravel (Unified Soil Classification Sl'v1) over weathered to unweathered glacial till comprised of silty sand with gravel (Sl'v1). However, in Test Pits TP-3, TP-4, TP-5, TP-6, and TP-12 the surficial layer of silty sand and the underlying glacial till were separated by a one and one half to two and one half foot thick layer of loose to medium dense poorly graded gravel (GP), poorly graded gravel with silt and sand (GP-Gl\1), or poorly graded sand with silt and gravel. The weathered glacial till was generally encountered at three to four and one half feet below existing grade at our test pit locations. The glacial till generally became less dense to very dense and less weathered at four and one half to si." feet below existing grade." Source: Geotechnical Engineering Study prepared by Earth Consultants, January 28, 2004 .) .. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No, there were no indications of past or recent instability on or adjacent to the slopes. Refer to the Geotechnical Engineering Report prepared by Earth Consultants, dated January 28, 2004. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of the grading is to construct the new public right-of-way and to provide for the required onsite storm detention pond, utility locations, and building pads for the single-family residences. The grading plan intent is to balance the grading within each neighborhood to minimize truck traffic on adjoining streets. The quantities of the cuts and fills that will occur on site are approximately 67,000 cubic yards of cut and 67,000 cubic yards of fill. During the earthwork stage of construction, if it is discovered that the site will need fill materials, a fill source statement will be submitted at that time. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur as a result of denuded soil during and immediately following storm events. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 52% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air In accordance with City codes a temporary erosion and sedimentation control plan (TESCP) will be prepared as a part of the site work construction drawings. The TESCP will be implemented prior to commencement of site work construction activities. During construction, erosion control measures may include any of the following: siltation fences, temporary siltation ponds, and other measures that may be used in accordance with the requirements of the City of Renton. At completion of the project, permanent measures will include stormwater runoff detention and water quality facilities as required by applicable codes. 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. During construction, there will be a temporary increase in exhaust and dust particle emissions. After construction, the principle source of emissions will be from automobile traffic, lawn equipment, and other activities typical of a residential neighborhood. _.' .1. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions or odors are those typical of the residential neighborhoods adjacent to this site, such as automobile emissions from traffic on adjacent roadways and ftreplace emissions from nearby homes. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction impacts will not be significant and can be controlled by several methods: watering or using dust suppressants on areas of exposed soils, washing truck wheels before leaving the site, and maintaining gravel construction entrances. Automobile and fireplace emission standards are regulated by the State of Washington. The site has been included in a "No Burn Zone" by the Puget Sound Air Pollution Control Agency, which went into effect on September 1, 1992. No land clearing or residential yard debris fires would be permitted on-site, or in the surrounding neighborhoods, in accordance with these regulations. 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 it flows into. According to the Wetland Analysis Report prepared by B-12 Associates, the site contains two identified wetlands which total approximately 3,788 sq. ft. in size. Wetland A is 692 square feet while Wetland B is 3,096 square feet in size. Maplewood Creek, a small intermittent creek, is located at the southwest corner of the site. Please refer to the Wetland Analysis Report prepared by B-12 Associates, dated January 28, 2004, for more specific information regarding the on-site wetlands and intermittant stream. 2) Will the project require any work over, in, or adjacent to (within 200 feet) of the described waters? If yes, please describe and attach available plans. Yes, both Wetland A and Wetland B will be filled as part of this proposal. Wetland A (692 S.F.) will be filled to construct road right-of-way and lots 15 and 16. Wetland B (3,096 S.F.) will be filled to construct a portion of the Duvall Avenue NE right-of-way and to construct lots 24 and 25. Please refer to the Wetland Analysis Report prepared by B-12 Associates, January 28, 2004, for more specific information. 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. Wetlands A and B will be filled during site construction. The amount of fill is approximately 300 cubic yards. For more specific information please refer to the Wetland Analysis Report prepared by B-12 Associates, dated January 28,2004 . .... :., · '. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No, there will be no surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 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. No, a public sanitary sewer system will be installed to serve the future homes. b. Ground: 1) Will 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, public water mains will be installed as part of the plat construction. No water will be discharged to groundwater except through the incidental inflltration of stormwater. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size ofthe system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The site will be served by public sanitary sewer mains extended from off-site. There will be no waste material discharged to the ground from the development. c. Water Runoff (including storm water): 1) Describe the source of runoff (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 runoff will result from roadways and other impervious surfaces and will be collected and routed to the detention facilities located on-site, treated for sediment and petroleum removal, and then released into the downstream system. State and City requirements for water quality, and runoff rate control will be met. Refer to the Storm Drainage Report prepared by Core Design, Inc. dated January 2004. 2) Could waste materials enter ground or surface waters? If so, generally describe. This would be very unlikely. The only materials that could enter ground or surface waters would be those associated with automobile discharges and yard/garden preparations and maintenance. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: .A City approved stonn drainage system will be designed and implemented in order to mitigate any adverse impacts from stormwater runoff. The system will include temporary erosion control barriers during site construction, and permanent stormwater collection/treatment facilities soon 1'1' ,. after beginning the site development construction. This permanent system will ensure that prior to the release of stormwater into the downstream drainage ways, the system will have significantly reduced the potential impacts to ground and surface waters. 4. Plants a. Check or underline types of vegetation found on the site: ...x deciduous tree: alder, maple, aspen, other: cottonwood, ash ...x evergreen tree: fir, cedar, pine, other: hemlock ...x shrubs -.-X grass ~ pasture ...x wet soil plants: cattail, creeping buttercup, bullrush, skunk cabbage, horsetail, water plants: water lily, eelgrass, milfoil, other: other types of vegetation: b. What kind and amount of vegetation will be removed or altered? The property is currently a mix of pastureland with scattered stands of cedar, fir, and alder trees. The majority of the trees will be removed. c. List threatened or endangered species known to be on or near the site. No threatened or endangered plants are known to exist on the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The stream and the adjacent steep slope areas will remain undisturbed. The landscaping proposed around the storm water pond and within the open space recreation tracts will feature masses of mostly native shrubs and trees. In addition, the yard areas associated with individual ownership will be landscaped by the builder and future residents with both native and ornamental plantings as part of the planned community landscaping. 5. Animals . .', "" I • ~.' a. Underline any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: woodpecker mammals: deer, bear, elk, beaver, other: squirrel fish: bass, salmon, trout, herring, shellfish, other: See the Wetland Analysis Report prepared by B-12 Associates dated January 28, 2004. b. List any threatened or endangered species known to be on or near the site. No threatened or endangered species are known to exist on the site. c. Is the site part of a migration route? If so, explain. The site is part of the Pacific Fly Way. d. Proposed measures to preserve or enhance wildlife, if any: The stream and the steep slope areas will remain undisturbed. The development will make use of native and naturalized vegetation in the plantings within the open space tracts, which will have high value to wildlife. In addition, the yard areas will be landscaped by the builder and future residents ... vith both formal and informal plantings. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and/or natural gas will be the primary source of energy used to provide heating and cooling to each home. These forms of energy are immediately available to the site. In accordance with the State Energy Codes, the homebuilder will provide the appropriate building insulation, heating, and cooling systems that are energy efficient and cost effective for the homebuyer. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. 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 requirements of the Uniform Building Code and the State Energy Code will be incorporated into the construction of the buildings. Energy conserving materials and fixtures are encouraged in all new cons truction. 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. The project will not generate any environmental health hazards. 1) Describe special emergency services that might be required. N one to our knowledge. 2) Proposed measures to reduce or control environmental health hazards, if any: There are no on-site environmental health hazards known to exist today nor are there any that \vill be generated as a direct result of this proposal. · ·t. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The main source of off-site noise in this area originates from the vehicular traffic present on NE 4th Street and in the residential areas surrounding the property. 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. Short-term noise impacts will result from the use of construction and building equipment during site development and home construction. These temporary activities will be limited to normal working hours set forth by the City of Renton. Long-term impacts will be those associated with the increase in population, additional traffic, and the typical noise associated with single-family residential developments. 3) Proposed measures to reduce or control noise impacts, if any: Building construction will be done during the hours prescribed by the City. Construction equipment will be equipped with muffler devices and idling time should be kept at a minimum. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site currendy contains nine (9) houses, three (3) mobile homes, and related outbuildings/garages. The existing house and outbuildings shown on Lot 69 of the East Parcel will remain. All of the other structures will be removed as part of the site preparation. Prior to the removal of the structures, demolition permits and inspections will be obtained from the City. The current use of the adjacent properties is as follows; North: South: East: West: Large lot single-family residential. Single-family residential (existing plats of Goes Place and Kimber Lane). Large lot single-family residential and the plat ofPuget Colony Homes Single-family residential (the existing plats of Fernwood North and Fernwood East) and large lot residential. b. Has the site been used for agriculture? If so, describe. In the past there has been some small farm (livestock and crops) operations. c. Describe any structures on the site. There are nine (9) single-family residences, three (3) mobile homes, and associated outbuildings on the site. d. Will any structures be demolished? If so, what? Yes, except for the existing house and outbuildings shown on Lot 69 of the East Parcel, all of the structures currendy on the site will be removed as part of this proposal. Demolition permits and inspections will be obtained prior to the removal of the structures. e. What is the current zoning classification of the site? The current zoning is Residential8-du/acre (R-8). f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is Residential Single Family g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, B-12 Associates have located two wedands and an intermittent stream on the site. Refer to the specific report prepared by B-12 Associates for more specific information. i. Approximately how many people would reside or work in the completed project? Approximately 348 people (2.5 persons per dwelling) will reside in the proposed neighborhoods. j. Approximately how many people would the completed project displace? There are approximately 20 people (2.5 persons per dwelling unit being removed) in the houses on the property that will be displaced by the construction of these neighborhoods. k. Proposed measures to avoid or reduce displacement impacts, if any: The current residents are the property owners and/or are in favor of this proposed development. As a result, there are no displacement impacts. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The area surrounding the site consists of single family residential housing that is very compatible with this proposed preliminary plat. The proposed homes in the Laurelhurst neighborhood will be of a similar scale to the surrounding homes and the development will provide road improvements as well as connections in the area. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. The proposed preliminary plat contains 138 new single-family detached residences, with one existing house to remain. The new homes are anticipated to be in the middle-income price range for this market. , "; b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Eight(8) homes (all in the middle income range) will be removed. c. Proposed measures to reduce or control housing impacts, if any: Not applicable since the current residents and property owners are supporting the development of this preliminary plat. The proposed homes will be compatible with the homes in the surrounding neighborhoods and will be of a similar scale. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The buildings will meet the height requirements of the R-8 zone and will not exceed two stories or the base height of 30 feet. The exterior building materials may include any of the following; wood, hardwood, vinyl, masonry, cedar shakes and/ or asphalt shingles. b. What views in the immediate vicinity would be altered or obstructed? With the existing topography, tree cover, and the location of the existing surrounding development, there will be minimal impact on the views from the adjacent properties. c. Proposed measures to reduce or control aesthetic impacts, if any: The seasonal stream and the steep slope areas will remain undisturbed, and will reduce the aesthetic impact of the proposed development at this location. Several pocket parks will be interspersed within the neighborhoods. Also, the new homes will be of a scale and size to be compatible with the existing adjacent neighborhoods. Landscaping will be installed on each of the lots in addition to the common open space areas. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare will originate from building lighting and exterior lighting. Light will also be produced from vehicles using the site. These impacts would occur primarily in the evening and before dawn. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? The only offsite source of light and glare are from vehicles and street lighting from the adjacent streets and the single-family neighborhoods. d. Proposed measures to reduce or control light and glare impacts, if any: Street lighting, when deemed necessary, will be installed in a manner that directs the lighting downward. '\.:.:< .'. " ~ ,. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Maplewood Neighborhood Park is located approximately % mile to the east of the property. The site of Heatherdowns Park is located approximately 1f2 mile to the northwest. The Maplewood Golf Course is located approximately % mile to the south. 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 recreational opportunities to be provided by the project or applicant, if any? The Laurelhurst preliminary plat will include several pocket parks within the neighborhoods to provide recreational opportunities for the residents. The seasonal stream and steep slope areas will offer passive open space for the future residents. Impacts on recreation will also be mitigated through the City's parks mitigation fee. 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. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None, there are no known impacts. In the event that an archeological site is found during the course of construction, the State Historical Preservation Officer will be notified. 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 site is currently served in a north-south direction by Bremerton Place NE, Duvall Avenue NE (138th Avenue SE), and 140th Avenue SE. SE 132nd Street currently provides access in an east-west direction through the middle of the property. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. The nearest transit route is located along NE 4th Street, approximately an 1/8 of a mile to the north. , 'k c. How many parking spaces would the completed project have? How many would the project eliminate? Four parking spaces will be provided in association with each home for a total of 556 spaces on the site. The spaces will be located in garages and on the driveways. The parking spaces associated with the 11 existing houses and mobile homes to be removed will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The development will dedicate additional right-of-way and provide frontage improvements along several existing public streets including Bremerton Place NE, Duvall Avenue NE, and SE 132nd Street. In addition, the internal street system will be public and built to conform to the City of Renton 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. According to the Traffic Impact Study prepared by Transportation Planning and Engineering, this development is estimated to generate a total of 1225 weekday daily trips, of which 96 trips would occur during the AM peak hour and 129 trips during the PM peak hour. Refer to the Traffic Impact Study By Transportation Planning and Engineering, dated February 9, 2004 for more detailed discussion of the traffic generation. g. Proposed measures to reduce or control transportation impacts, if any: Transportation impacts will be mitigated through the dedication of additional right-of-way, the construction of frontage improvements, and through participation in the City'S traffic mitigation program. 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 need for public service such as fire, health, and police protection will be typical of single-family development of this size. The school children originating from the homes in this development will attend the schools in the Renton School District. b. Proposed measures to reduce or control direct impacts on public services, if any. The roads and homes will be constructed to meet all applicable standards and codes of the City of Renton, State of Washington and the Federal Uniform Building Code. The proposed development will contribute to the local tax base and provide additional tax revenue for the various public services. : -', \.,." .' ... ,-:'\ ' 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. All utilities are available to the site through the City approved extension of services. Extension of services is the developers' responsibility. 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. Electricity will be provided by Puget Sound Energy. Natural Gas will be provided by Puget Sound Energy. Water Service will be provided by City of Renton. Sanitary Sewer will be provided by the City of Renton. Telephone Service will be provided by Verizon. C. SIGNATURE Signature: . < .. ~i : The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. February 12,2004 0; DI2I/f:" 'I.Op CI1Y ~'l! p~ JUN 'l2AfiOZtvltvG I 0 200~ NOTE THAT ARTICLE SUBPARAGRAPH (H) AND ALL OF ARTICLE E STILL NEED ToIfl.ECEIQ#~ MADE PROJECT SPECIFIC -JRS, February 2004 VI I!;;lJ WHEN RECORDED RETURN TO: City of Renton Development Services Division 1055 South Grady Way Renton, W A 98055 Attention: Juliana Sitthidet Declaration of Protective Covenants for Laurelhurst WHEREAS, CONNER HOMES COMPANY, a corporati?n (herein referred to as Declarant), is the owner of certain real property within the city limits of Renton, in King County, Washington, including the property platted as Laurelhurst, according to the plat thereof recorded at Volume ___ of Plats, Pages __ to __ under Recording No. 200410 in King County, Washington, and desires to establish a plan of private subdivision for all such properties. In order to provide for land use restrictions as a part of such plan, Declarant does hereby declare and establish the following restrictions, covenants and easements appurtenant: ARTICLE A Definitions Section 1. Defmitions. As used herein: 1. The word "Plat" shall refer to the plat of Laurelhurst. 2. The word "Lot" shall refer to a lot as shown on any Plat as defined hereby, but shall not include Lot 61, and but shall not include a parcel designated a "Tract" or "Parcel" on a Plat. 3. The word "Subdivision" shall refer to the real property included within any Plat as defmed hereby. 4. The words "Community Organization" shall refer to the Laurelhurst Community Organization, a Washington nonprofit corporation, formed for the purpose of enforcing these covenants and providing other things that may benefit its members. 5. The word "Committee" is defmed as the Architectural Control Committee as provided in Article C. 6. The words "Development Period" shall mean that period oftirne beginning on the date this Declaration is recorded in the records ot'King County and ending on the earliest to occur of (i) after 90% of the lots have had single family residences constructed thereon and have been occupied as residences; (ii) December 31, 2008; or (iii) the date upon which a Supplementary Declaration is recorded by Declarant terminating the Development Period. ARTICLEB Building and Land Use Restrictions Section 1. Improvements. No dwelling, residence, outbuilding, fence, wall, building, pool, deck, play equipment over 6 feet in height, substantial landscaping, change in exterior paint color or other structure or other improvement shall be erected, altered, placed or maintained on any Lot unless it shall comply with the following: (a) Prior to placing any such structure or making such improvement on the Lot, the plans and specifications for the structure or improvement and a request for approval shall be submitted to and ( approved by the Committee as provided in Article C. When constructed or placed on the Lot, the structure or improvement shall substantially conform to the plans and specifications approved by the Committee. (b) Prior to making any change or alteration to the external appearance of any existing improvement on a Lot, plans and specifications for the alteration and change shall be submitted to and approved by the Committee as provided in Article C. This provision shall not apply to the Declarant during the Development Period and beyond, until all homes are initially sold and occupied. When made, the changes or alteration shall substantially conform to the plans and specifications as approved by the Committee. (c) Once started, the work of constructing, altering, repairing, or reconstructing any structure or improvement on a Lot shall be diligently prosecuted witil completion thereof and in any event the exterior of the structure shall be completed and finished within six months after the work frrst commences. In the case of landscaping improvements or modifications, the work shall be completed within two months after the work frrst commences. (d) All buildings and improvements on a Lot shall be of permanent construction, and no temporary structure, trailer, mobile home, tent, garage, outbuilding or other similar device shall be placed on any Lot, except with the permission of the Committee. This provision shall not apply to the Declarant during the Development Period. (e) Lots shall be used solely for residential purposes and related facilities normally incidental to a residential community. No building shall be erected, altered, placed or permitted to remain on any Lot except for one (1) detached single family dwelling and permitted accessory building. (f) Accessory buildings which are appurtenant to the use of an existing permanent residential building may be permitted on a Lot. Permitted accessory buildings may include playhouses, tool sheds, doghouses, and gazebos. No permitted accessory building shall be placed on a Lot unless the plans for the accessory building have been first approved as to the design and location on the Lot by the Committee. The Committee may refuse to approve a permitted accessory building if, in the exercise of the discretion of the Committee, the structure detracts from the general visual appearance of the neighborhood or other homes. The location of a permitted accessory building shall be located where it minimizes the visual impact and, as a general guideline, shall be in the rear yard or side yard behind the front of the house. The Committee shall not be bound by the guidelines, but may exercise its discretion in that respect. The Committee may require visual screening of accessory buildings from adjacent Lots. Accessory buildings shall not be easily visible from any street. (g) All structures and improvements shall comply with the provisions of the applicable Building Code, as amended from time to time, relating to setback requirements; provided that nothing herein shall require removal of a building which was originally placed in conformity with such Code because of change in the Code. The Applicant is responsible for procuring all necessary permits. (h) No fence or wall shall be permitted on the side lot lines of a Lot unless it is no nearer to the street than one third the depth of the house as constructed on the Lot, or, on the garage side of the house, nearer to the front street than fifteen (15) feet back from the front of the garage or nearer if it must to enclose a man door located in the rear half of the garage. Exceptions are made for the west lot lines of Lots 41, 45 and 57, and the east lot lines of Lots 49 and 60. A fence up to six (6) foot high on those excepted Lots shall be permitted to extend to within 36 feet of the front of those lots, a five (5) foot high fence to within 20 feet of the front of those lots and a four (4) foot high fence up to the front property comer, consistent with the enforcement of the City of Renton codes. Fences or walls shall only be permitted on the rears oflots 1,4,5, 7, 8, 20, 21, 30, 31, 35, Tract D, 42, 44, and 56 up to six (6) foot high to within thirty- six (36) feet of the street, a five (5) foot high fence to within twenty (20) feet of the street and a four (4) foot high fence up to the front property comer, consistent with the enforcement of the City of Renton codes. Additionally, fences shall not be permitted on the side lot lines of comer lots where those lot lines abut a public street except for fences no greater than four (4) feet in height from one third the depth of the house as constructed on the Lot to the rear lot line, or except where fences are screened by vegetation or are permitted by the Committee in writing. Exceptions are the street side lines of 1,7,8,20 and 56. Fences on those lots are only permitted to go to the interior limit of the landscape easements created by the fmal plat document., but are otherwise subject to the aforementioned height restrictions. A similar exception 2 applies to the common line between Lots 23 and 25. Fences on those lots are only pennitted to go to the interior limit of the access and utility easement in favor of Lot 24 created by the [mal plat document, but are otherwise subject to the aforementioned height restrictions. Unless specifically approved by the Committee in writing, no fence or wall, where pennitted, shall extend higher than six (6) feet above the ground. Nothing represented in this paragraph shall prevent the erection of (i) a necessary retaining wall and (ii) decorative walls, fences, hedges and mass plantings which have been approved by the Committee, in writing, as to appearance, prior to installation. Finally, nothing represented in this paragraph or elsewhere in this document shall violate the enforcement of the provisions of the applicable City of Renton fence codes. (i) No lines or wires for the transmission of electric current or of television, radio or telephone signals shall be constructed, placed or pennitted to be placed outside of the buildings of a Lot, unless the lines and wires shall be underground or in conduit attached to a building. (j) No exterior aerials, antennas, microwave receivers, or satellite dishes over 18" in diameter for television or other purposes shall be permitted on any Lot. The Committee shall establish rules in the future for the use of "new generation" satellite dishes as they become available, where it can be demonstrated that adequate screening can be provided as to minimize the visibility to the surrounding neighborhood. (k) All mailboxes are to be of uniform design as approved by the Committee, or of design initially installed by the Declarant. Section 2. Animals. No animals, livestock or poultry of any kind shall be raised, bred, or kept on any Lot except that usual household pets such as dogs, cats and small birds may be kept, provided that they are not kept, bred or maintained for commercial purposes, and that they do not umeasonably interfere with the use and enjoyment of any part of the Subdivision. Section 3. Signs. No sign of any kind shall be displayed to the public view on any Lot except entry signs identifying the neighborhood, one sign of not more than five (5) square feet advertising the property for sale or rent, and signs used by the Declarant or builder of a residence on the Lot to advertise the property and identify the Declarant or builder during the construction and sales period of the residence. Builder and Declarant signs may include project marketing signs, directional signs and model home signs. Section 4. Nuisances. No lot shall be used or maintained as a dumping ground for rubbish; and trash, garbage, or other waste shall not be kept except for in sanitary containers or composting areas. Equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition and out of sight. Nothing shall be done on a lot which may become a nuisance to the neighborhood. Section 5. Businesses. No trade, craft, business, profession, manufacturing, commercial enterprise or commercial activity of any kind which shall interfere with the quiet and peaceful use and enjoyment of any part of the Subdivision shall be conducted or carried on upon any Lot or within any building located within the Subdivision. The evidence of said interference, other than pennitted professional sign, shall be either visible from the street or adjacent Lots, shall increase the noise level in the surrounding area, or shall increase traffic more than usual residential volumes. Section 6. Storage. No goods, materials, supplies or equipment, and no boats, trucks, motorcycles, busses, motor homes, campers, trailers, or vehicles of any description, shall be stored, dismantled, or repaired in the street, driveway, or within view from the street in the Subdivision or in any part of the Subdivision outside an approved fenced area or pennitted structure. Upon 48 hours notice to the owner of the Lot, the Community Organization has the authority to have removed at the Owner's expense any improperly stored or parked vehicle, boat, or other equipment. During the Development Period, the Declarant may store equipment and building materials and maintain temporary trash storage sites within the Subdivision. The restrictions contained in this Section shall not exclude the temporary parking of automobiles on the designated driveway areas adjacent to garages on the Lots. 3 ) Section 7. Firearms and Related Activity. No fIrearms, whether for hunting or target practice, shall be discharged in the Subdivision. Section 8. Construction and Sale Period. So long as Declarant owns any property in the Community for development and/or sale, the restrictions set forth in this Article B shall not be applied or interpreted so as to prevent, hinder, or interfere with development, construction or sales activities of Declarant or any builder or developer approved by the Declarant. ARTICLEC Architectural Control Section 1. The Committee. The directors of the Community Organization shall comprise or shall designate the Committee herein referred to. The address of the Committee shall be the registered office of the Community Organization. Section 2. Submission of Plans. Prior to construction, all plans and specifications or information required to be submitted to the Committee for approvals shall be submitted by mail to the address of the Committee in duplicate, shall be in writing, shall contain a written request for approval and the name and address of the person submitting the same and the Lot involved, and shall set forth the following with respect to a proposed structure: The location of the structure upon the Lot, the elevation of the structure with reference to the existing and fmished lot grade, the general design, the interior layout, the exterior fmish materials and color including roof materials, the landscape plan, and such other information as may be required to determine whether such structure conforms with these restrictions. The Committee may require applicants to notify adjacent property owners of their request for approval. Section 3. Standards. The Committee shall have the authority to determine and establish standards involving aesthetic considerations of harmony of construction and color which it determines to be in the best interest of providing for attractive development of the Subdivision, which authority shall include but not be limited to determining the height, confIguration, design and appearance of the dwelling and fences, walls, outbuildings, pools, and other structures and improvements appurtenant to the use of the dwelling. Such determinations may be amended and shall be binding on all persons. Section 4. Approval or Disapproval. Within 30 days after the receipt of plans and specifIcations or information with a request for approval, the Committee shall by majority vote approve or disapprove the request. The Committee may disapprove any request which in its opinion does not conform to these restrictions or its aesthetic or other standards. Approval or disapproval of a request shall be made upon one of the copies thereof and returned to the address shown on the request. If the Committee fails to approve or disapprove submitted plans and specifIcations within 30 days after the plans and specifIcations have been submitted, which submission shall be evidenced by a written receipt for said plans and specifications, approval will not be required, and this Section will be deemed to have been fully complied with. In this event, any such plans and specifIcations shall nevertheless be in compliance with all the restrictions contained in these Protective Covenants. Section 5. Advisors. The Committee may appoint advisors or advisory committees from time to time to advise on matters pertaining to the Subdivision. No person on the Committee or acting for it shall be responsible for any defect in any plan or specifIcation submitted or approved nor for any defect in any . plan or specification submitted or approved nor for any defect in any work done according to such plans and specifications. Section 6. Variations. The Committee shall have the authority to approve plans and specifIcations which do not conform to these restrictions in order to overcome practical difficulties or prevent hardships in the application of these restrictions; provided that such variations so approved shall 4 J not be materially injurious to the improvements of other Lots and shall not constitute a waiver of the restrictions herein contained but shall be in furtherance of the purposes and intent of these restrictions. ARTICLED Landscaping Landscape Maintenance. The owners of each Lot shall maintain the landscaping on the Lot in a neat and presentable condition at all times and shall not permit the Lot to become overgrown or allow weeds and other noxious plants to proliferate on the Lot. The obligation to maintain landscaping shall extend into the public right of way along each Lot which has been or is required to have been landscaped to the sidewalk or street curb in front of and along side of the Lot, as applicable. After giving reasonable notice, as defmed by the Board of Directors, to the owner of the Lot, the Community Organization has the authority to remedy, at the Owner's expense, any violations of this Article D. Section 1. Easements. ARTICLEE Easements and Open Space (a) Construction, Utility and Drainage Easements. Easements for the construction, repair, replacement, reconstruction, and maintenance of utilities have been created and established by the fmal plat document over, across, and under the ten feet in width of the portion of each Lot and Tract abutting a street, with the exception of the west portion of Lots 1,7,8 and 56. Easements for the construction, repair, reconstruction and maintenance of drainage facilities are hereby created and established over, across, and under the two and one-half feet in width of the portion of each Lot abutting a line common with another Lot or Tract. No structure, planting or other material which may damage or interfere with the installation and maintenance of utilities or facilities, or which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through the drainage channels in the easements, shall be placed or permitted to remain within any of these easements. The portion of these easements on each Lot shall be maintained by the owner of the Lot, except for those improvements within the easements the maintenance for which a public authority, utility company, or the Community Organization are responsible. (b) Landscape Easement. Easements have been created and established by the fmal plat document over, across, and under portions of Lot 1,7,8,20 and 56 in favor of the Community Organization to allow for the construction and maintenance of entry features and/or landscaping. The Community Organization shall be responsible for maintenance of all facilities within the easement areas and shall not otherwise interfere with the Lot owner's other uses and enjoyments of the easement areas or of any other portion of the burdened Lots, as stated in the easement document to be recorded. (c) Additional Easements. (i) Declarant shall cause Tracts A, B and D to be conveyed to the Laurelhurst Community Organization, subject to public easements for utilities. (ii) Declarant shall cause Tract C to be conveyed to the Laurelhurst Community Organization, subject to public easements for drainage and easements for utilities. Section 2. Open Space. (a) Declarant shall cause Tracts A and D of the plat of Laurelhurst to be conveyed to the Laurelhurst Community Organization for ownership and maintenance. Tracts A and D shall not be used for any other purpose than for open space and active recreation, consistent with the applicable regulations of The City of Renton. (b) Declarant shall cause Tract C of the plat of Laurelhurst to be conv'eyed to the Laurelhurst Community Organization for ownership and maintenance of the approved storm detention and drainage 5 treatment facilities and landscaping and any other improvements in said Tract, with the exception those facilities owned by others, located within easements in said Tract.. Tract C shall not be used for any other purpose, consistent with the applicable regulations of The City of Renton, unless express approval is given by the City of Renton in writing. (c) Declarant shall cause Tract B of the plat of Laurelhurst to be conveyed to the Community Organization as a Sensitive Area Tract for ownership and maintenance. Tract B shall not be used for any other purpose than for sensitive area open space, subject to the applicable regulations of The City of Renton. Enjoyment by the owners and residents of Lots shall be consistent with those regulations. Section 3. Maintenance of Facilities. The Community Organization shall be responsible for maintaining, repairing and replacing: a) The plat entry monuments, lighting and landscaping, in the easements in Lot 1,7,8,20 and 56; b) Any items deemed necessary in Tract B by the City of Renton; c) The landscaping and improvements in Tracts A and D; d) The mailbox stands; e) The storm detention and drainage treatment systems in Tract C, to the standards dictated by the City of Renton, as well as associated and non-associated landscaping and other improvements within said Tract, not owned by others. ARTICLEF Liens Section 1. Community Organization Membership. There shall be one membership in the Community Organization for each Lot in the Subdivision subject hereto and no more. The fee title owner of a Lot, which Lot is not subject to a recorded contract for purchase and sale, or the holder of the vendee's interest under a recorded contract for purchase and sale of a Lot, shall hold a membership in the Community Organization. Such membership shall be appurtenant to and not severable from such fee ownership or vendee's interest and shall transfer with the transfer of the fee title or vendee's interest without further action on the part of the Community Organization or its several members. Membership shall stand in the name or names of the persons or parties who have such interests from time to time as they may appear in the public record. Section 2. Lien. In order to provide for the proper operation of the Community Organization, for the maintenance and improvement of any property which the Community Organization is obligated to maintain and for the administrative costs of the Community Association, each grantee and vendee of Lots, their heirs, successors and assigns shall and do, by the act of accepting a deed of a Lot or entering into a contract of sale of a Lot, as vendee, jointly and severally agree that they and each of them shall hold the membership in the Community Organization appurtenant to the Lot and shall pay to the Community Organization the dues and charges levied according to the Declaration of Protective Covenants, Articles of Incorporation and Bylaws of the Community Organization against that membership. In the event that any such dues or charges remain unpaid to the Community Organization for a period of 60 days after the due date, then the Community Organization may place a written notice of public record in King County, Washington, that the Community Organization claims a lien against the Lot to which the membership is appurtenant for the amount of delinquent dues and charges together with interest at the rate of twelve percent per annum from the date due until paid and attorneys' fees, as herein provided. From and after recording such notice, and not prior to such recording, the Lot to which the membership is appurtenant shall be subject to a lien to the Community Organization as security for all unpaid dues and charges accrued until the lien arising because of the notice is released by the Community Organization. The lien herein granted to the Community Organization shall be subordinate to the lien of any bona fide mortgage or deed of trust given for value recorded prior to the recording of the notice of claim of lien. A release of a 6 lien shall only release the lien arising because of the notice but not rights under this Article to file a subsequent notice of claim of lien for subsequent delinquencies after a notice is released. Such lien may be foreclosed in the manner of a mortgage of real property and in such foreclosure action, the Community Organization shall recover a reasonable sum as attorneys' fees therein and the reasonable and necessary costs of searching and abstracting the public record. Notwithstanding any provisions hereof appearing to the contrary, the sale or transfer of title to a Lot pursuant to a mortgage foreclosure or any proceeding in lieu thereof, shall extinguish the lien created hereby for any unpaid dues and charges which became due prior to such sale or transfer; provided that no sale or transfer shall relieve such Lot from a lien for dues and charges thereafter becoming due and provided further that "mortgage" as used in this sentence means a mortgage, deed of trust or other security given for a debt which is guaranteed by the Veterans Administration as agencies of the United States government. ARTICLEG Application and Enforcement Section 1. Effect. The covenants, restrictions, easements, rights, liens, and encumbrances herein provided for shall be covenants running with the land and shall be binding upon the Subdivision and any and all parts thereof, the parties in interest thereto and their heirs, assigns, personal representatives and successors in interest. Accepting an interest in and to any portion of the Subdivision shall constitute an agreement by any person, fmn or corporation accepting such interest, that they and each of them shall be bound by and subject to the provisions hereof. Section 2. Severability. In the event that any provision hereof shall be declared to be invalid by any court of competent jurisdiction, no other provision shall be affected thereby and the remaining provisions shall remain in full force and effect. No waiver of the breach of any provision hereof shall constitute a waiver of a subsequent breach of any provision hereof shall constitute a waiver of a subsequent breach of the same provision or of any other provision. No right of action shall accrue for or on account of the failure of any person to exercise any right hereunder nor for imposing any provision, condition, restriction or covenant which may be unenforceable. Section 3. Enforcement. The parties in interest in and to any part of the Subdivision and the Community Organization, for the benefit of the owners of the Subdivision, and each of them shall have the right and authority to enforce the provisions hereof and in addition to any other remedy for damages or otherwise, shall have the right to injunctive relief. The prevailing party in any action to enforce any provision hereof shall recover a reasonable sum as attorneys' fees together with the reasonable costs of searching and abstracting the public record which sums shall be paid by the unsuccessful party. Section 4. Indemnification. To the fullest extent allowed by applicable Washington law, the owners shall indemnify the Committee members against any and all expenses including without limitation, attorneys' fees, imposed upon or reasonably incurred by any Committee member in connection with any action, suit, or other proceeding (including settlement of any suit or proceeding) to which such Committee member may be a party by reason of being or having been a Committee member. The Committee members shall not be liable for any mistake of judgment, negligent or otherwise, except for their own willful misfeasance, malfeasance, misconduct or bad faith. The Committee members shall have no personal liability with respect to any contract or other commitment made by them, in good faith, on behalf of the Committee, and the owners shall indemnify and forever hold each such Committee member free and harmless against any and all liability to others on account of any such contract or commitment. Any right to indermiification provided for herein shall not be exclusive of any other rights to which any Committee member may be entitled. 7 ARTICLEH Amendment Section 1. Amendment of Use Restrictions. Articles B, C, and D of this instrument which relate to use of the Lots in the Subdivision may be amended and changed by the written consent of the owners of the fee title (in the case of title being subject to a real estate contract, the vendees under the real estate contract shall be deemed to be owners of the fee title) of not less than 60% of all Lots in all of the Subdivisions which have been made subject to the provisions of this Declaration. For the purpose of amendment, consent to an amendment by a fee owner shall be binding upon the owner and of any successors to the fee title for a period of six months after it is given for the purpose of calculating the percentage required for adoption of the consent. Consents required under this Section shall be delivered to the Community Organization which shall tabulate them. Its determination of the sufficiency of the consent shall be conclusive, and an amendment to Article:s B, C and D shall be effective when a written Notice of Amendment signed and acknowledged by the president and secretary of the Community Organization is recorded in King County, Washington, stating that the requisite consent has been obtained and setting forth the amendment in its entirety. Maintenance responsibilities for the detention and drainage treatment pond may not be altered without the City of Renton's approval. The Community Organization may not be eliminated without the City's approval. EXECUTED this __ day of __________ ,2004. CONNER HOMES COMPANY. By _______________________ _ John R. Skochdopole, Authorized Agent STATE OF WASHINGTON ) ) COUNTY OF KING ) I certify that I know or have satisfactory evidence that John R. Skochdopole signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Authorized Agent of CONNER HOMES COMPANY to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: __________________ ~ 2004 . Notary Public _________ _ Residing at __________ _ 8 CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: April 22, 2004 TO: Proposed Plat File FROM: Susan Fiala, Senior Planner, (425) 430-7382 SUBJECT: Laurelhurst Preliminary Plat -Second Review The comments that follow are based on the "preliminary" plans submitted for the subject proposed plat, currently located in King County but soon to be annexed into the City of Renton. The comments remain preliminary until such time the land(s) are within the City Limits whereupon a formal land use application should be submitted. The comments provided may be revised, updated, etc. based on new information and m'ore detailed review. Mitigation Measures and Recommended Conditions of Plat Approval are not provided within. • If the plat is proposed to be phased, this must be disclosed at the time of formal land use application. The plat plans must clearly label such phasing. , • The lots are numbered starting from one (1) through (#) on both sides of Duvall Ave. NE. This makes it difficult to discuss specific lots. Therefore, if phasing is proposed, please demarcate the phases and/or renumber all lots consecutively. • NOTE: For purposes of this review, I will refer to lots to the west of Duvall as Phase 1 and Phase 2 lots to the east of Duvall. • A proposed revision was received on April 19, 2004 for Phase 1. It appears from the revised plat, that old Lot 23 would become 3 small square land areas, but they are not labeled as Tracts or would they become part of newly numbered Lots 21, 22 and 23? Please provide written explanation and clearly show on plat plan. • The reconfig uration of Bremerton and SE 132nd St. produces two small land areas, not labeled. Please provide explanation of why this configuration has been revised and how it functions. • The OHWM of Maplewood Creek does not appear to be depicted on the plat nor is the required 25 foot buffer depicted. As stated in the Wetlands Report, Page 7, Maplewood Creek is protected. Please label the OHWM and the setback. Potential mitigation to include fencing along this buffer setback. • Within the Wetlands Report, Page 8, B-Twelve consultants recommend that the Corps of Engineers and DOE be contacted regarding permit conditions, compliance and processing prior to commitment of filling wetlands or streams. Please follow this recommendation and provide written documentation from these agencies concerning the outlined issues. \\DAEDALUS\SYS2\USERS\SFIALA\2004\Laurelhurst.doc • Lots 52 and 53, Phase 1, do not meet lot depth. These "parallel" lots do not meet code for arrangement and orientation. Please see RMC 4-7-170 and RMC 4-11-250. Definitions Y: for yard requirements, specifically the front yard. You may request a variance to the required lot depth, however, there is no guarantee of approval. Written justification of the variance criteria would be required. • The private access easements or private streets are labeled as "tracts" however, per code, these must be easements. Please revise. • The Project Narrative indicates there would be 29,000 cubic yards of cut and fill as contrary to the SEPA checklist which notes 67,000 cy. Please verify. • How would the various pocket parks and open space areas be landscaped? • On the Pre-App drawings, street trees were proposed, does this element remain as part of the residential development? • Demolition permits would be required. • Parks, Traffic and Mitigation Fees would be required at the applicable rates. \ \DAED AL US\SYS2\USERS\SFIALA \2004\Laurelhurst.doc ) "r l DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM March 19, 2004 Susan Fiala, Senior Planner Jim Gray, Assistant Fire MarShal-J.Jt- Laurelhurst Preliminary Plat, Bremerton & Duvall Ave. NE MITIGATION ITEMS; 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 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 G PM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are required to be paved, 20 wide. Dead end roadways over 150 feet in length are required to have an approved turnaround. See attached diagrams. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM April 14, 2004 Susan Fiala Juliana Fries (x: 7278) Laurelhurst Preliminary Plat· LUA 04 -Oxx South of NE 4th Street, between Bremerton Ave NE and Duvall Ave NE I have reviewed the application for this 139-lot plat, located at the 355 Jericho Ave NE, and the following comments: EXISTING CONDITIONS WATER SEWER STORM STREETS There is a 12-inch water main along 138th Ave SE (Owg W-0943). There is an 8- inch water main stubbed to the west of parcel No. 1523059015 (Owg W-0756). The proposed project is located outside the Aquifer Protection Area. The derated fire flow in the vicinity is modeled at 2500 gpm with a static pressure varying from 71 to 82 psi. Pressure Zone is 565. There is an existing 24" sewer main on NE 4th Street (Dwg S-0503). There is also an 8" sewer main at Bremerton Place NE (Dwg S-1488). A storm drainage plan and drainage report was provided. The applicant is proposing a detention and water quality pond. This project drains to Maplewood Creek. There are no curb/gutter, sidewalk or streetlights on 138th Ave. There are no paving, curb, gutter, sidewalks, streetlights on SE 132nd Street, fronting the site. CODE REQUIREMENTS WATER 1. Water mains extension within the new streets interior to the plat will be required for this project. A water main extension will also be required along the frontage of parcel No. 1423059018 with SE 132nd St. 2. New water service stubs to each lot must be installed in conjunction with the above water main extension prior to recording of the plat. 3. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. 4. The Water System Development Charge (SOC) would be triggered at the single-family rate of $1,525 per new single-family per building lot. This fee is payable at the time the utility construction permit is issued. SANITARY SEWER 1. A sewer main extension to connect to the new sewer system along the frontage of Duvall Ave NE (138th Ave SE), along the frontage with SE 132nd Street (to east boundary of plat) and Bremerton Ave NE (136 Ave SE) will be required. The sewer main shall be installed at minimum slo~e and at a depth that will allow sewer mains extensions tot he parcels tot he south on 138 hAve SE, to the east on SE 132nd Street, by gravity as far as possible. 2. A sewer main extension to the south property line of parcel 1523059194 will also be required. 3. Sewer main shall be extended to provide separate side sewers stubs to all lots. 4. These parcels are subject to the East Renton Interceptor Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 5. The Sanitary Sewer System Development Charges (SDC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. SURFACE WATER 1. The Surface Water System Development Charges (SDC) is $715 per building lot. This fee is payable at the time the utility construction permit is issued. TRANSPORTATION 1. Dedication of 15-feet of right-of-way will be required fronting the site in SE 132nd Street. Street improvements for this section are: 28 feet pavement + curb/gutter, sidewalk and street lighting on project side. 2. Dedication of 10 feet of right-of-way will be required along Duvall Ave NE (138th Ave S E) south of SE 132nd Street. 3. Dedication of a minimum of 25 feet of right-of-way will be required fronting the site with the extension of Bremerton Ave NE. Street improvements for the section south of SE 132nd St are 32 feet pavement, curb/gutter, sidewalks, streetl~hts street signs and landscape. Street improvements for the section north of SE 132n St are 36 feet pavement, curb/gutter, sidewalks, streetlights, street signs and landscape. 4. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along Duvall Ave NE (138th Ave SE). Cross section for Duvall Ave NE north of SE 132nd Street is: 40 feet pavement + curb/gutter, sidewalk and street I ighting. The face of the new curb shall be located 20 feet from right-of-way centerline. 5. Street improvements including, but not limited top aving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. 6. Street improvements including, but not limited top aving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the new proposed streets. 7. A minimum 20-foot pavement and pedestrian walkway will be required along Duvall Ave NE (138th Ave SE) from the northern boundary of the project to the intersection with NE 4th Street. 8. Corner lots shall dedicate a minimum radius of fifteen feet. 9. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. PLAN REVIEW· GENERAL 1. All plans shall conform to the Renton Drafting Standards CONDITIONS 1. The traffic mitigation fee of $75 per additional generated daily trip shall be assessed at a rate of 9.57 trips per single-family residence. 2. Due to downstream flooding and erosion problems, staff is recommending a SEPA condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 3. This project shall comply with the erosion control measures per the Department of Ecology Manual. 4. As part of the TIP process to be adopted in July 1st, 2004 a revised street classification will be included. Based on the new street classification, staff recommends that street sections for Duvall Ave NE be 40 feet pavement, 5 feet sidewalks and 5 feet planting strip fronting the project side up to 132nd Ave SE. South of 132nd Ave SEt he cross section 0 f the roadway would be the standard 32 feet pavement, 5 feet sidewalks and 5 feet planting strip. At this time Duvall Ave NE is classified as a minor arterial. 5. The applicant shall comply with the recommendations contained in the Geotechnical Engineering Study dated January 28 2004, regarding "Slope Fill Placement" -page 15. cc: Kayren Kittrick CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: April 14, 2004 Don Erickson Laurelhurst Preliminary Plat (aka Carlo/Lucas Preliminary Plat), south of NE 4th Street between Bremerton & Duvall. Staff commented on this previously as the Carlo/Lucas Preliminary Plat when it also included the Tydico site. The site is located within the proposed Carlo Annexation area and is designated Residential Single Family on the Comprehensive Plan Land Use Map. When the area is annexed it will likely be zoned R-8, eight units per net acre, consistent with this land use designation. Analysis: Comments pertaining to the eastern side of Duvall A venue NE are still relevant. Unless located on major streets (arterials) or for topographical reasons lots are supposed to be double tiered (RMC 4-7-170A -Width). Duvall Avenue NE at this location is not a major street and or a designated arterial. The current proposal has nearly a quarter of a mile of fenced rear yards facing onto Duvall A venue NE. This single tiered plat pattern recreates the very unattractive fence and rear fa~ade situation people have spoke out about along NE 4th Street, a designated "principal" arterial. This clearly is not reflective of the quality of dev~lopment envisioned in the Comprehensive Plan. Not only are un-landscaped rear yard fences unattractive but also typically the rear fa~ades of houses are even less so unless the developer makes special efforts to give these a decorative treatment, similar to the front fa~ades. Staff previously submitted a drawing with our comments that showed how the eastern tract east of Duvall Avenue NE could be treated so that lots here fronted on Duvall Avenue NE, a collector street at this location. Unfortunately, the developer has disregarded these comments, preferring to create a NE 4th Avenue R-8 type streetscape here, in spite of the numerous complaints the City has received about its unattractive appearance. As previously pointed out cul-de-sacs are discouraged (Policy LU-70). The cul-de-sac that parallels Bremerton Place on the west side of the western tract should be looped out to Duvall A venue NE now. This would replace an apparent existing access easement that serves parcels not yet developed. . Overall the proposed development lacks any unifying element such as a larger central open space or special public amenity features. There appear to be a number of remnant open spaces Laurelhurst Preliminary Plat (aKa CarlolLucas Prelim Plat) 04/1412004 or tracts whose disposition is unclear. It is unclear how Tracts A, E, F, G, K, L, M, and I will be treated and who will be responsible for their maintenance. Conclusion: The City should not be supporting this "out of City" preliminary plat at this time since it is an inferior design and too many issues are still left unanswered. Poor siting results in rear yards and fa~ades fronting on community collector streets such as Duvall A venue NE, cul-de-sacs, which are discouraged, continue to be used, and no major public amenity features such as parks or neighborhood gathering places are provided in this proposed subdivision. Also, remnant open spaces and tracts are provided throughout the plat without indication of who or how they will be maintained in the future. Recommendation: Do not support this preliminary plat. Attachment cc: Don Erickson H:\EDNSP\Interdepartmental\Development Review\Non-City Pre-plats\Carlo-Lucas (Laurelhurst),doc\cor 2 l • . ---- ---J 1 -(;'---.1,--- I ' I 1/4'- 17 11 11 I , • __ , .,' \~ .-,--~ ,. , --T----~l --.. -! . I . _1~5_. - ~ t--l~+' I;'O~-I I . i , &('-, , _~ ___ I 1 ~i ~~T,~ I r-I ' ~!. ~'~-1---'';'''''1-~~1 ::::> .... . .~,.. f :::> I C:;.. (~." (rtf_--t l -I .. {~ ({f3 . -\--J-'---.. ---- 1 J 111 " :~ ~ rt:O . I fl q lf~; ~--( -J~--. I , \ t-.. ---: , t t-- • • l'-- J -r--~ CarlolLucas Pre-applicatioll, PRE 03-095 09/10/03 Relevant Comprehensive Plan Land Use Policies -Residential Single Family and Residential Options Designations 3 Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single-family residential neighborhoods except when flexible development standards are used for project review. Policy LU-40. New plats developed at higher densities within existing neighborhoods should be designed to incorporate street locations, lot configurations, and building envelopes, which address privacy and quality of life for existing residents. Policy LU-40.1. New plats proposed at higher densities than adjacent neighborhood developments may be modified within the allowed density range to reduce conflicts between old and new development patterns. However, strict adherence to older standards is not required. Policy LU-41. Provision of small lot single family detached unit types, townhouses and multifamily structures compatible with a single family character should be encouraged provided that density standards can be met. Policy LU-43. Central place public amenities should function as a focal point within the development and should include features such as a public square, open space, park, civic or commercial uses. The central place should include passive amenities such as benches and fountains, and be unified by a design motif or common theme. Policy LU-48. Buildings should front the street rather than be organized around interior courtyards or parking areas. Policy LU-51. The net development densities should be 10 dwelling units per acre. If 100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre. Policy LU-52. Minimum net development densities should be 7 dwelling units per acre. Policy LU-55. Development standards should reflect single family neighborhood characteristics such as ground-related orientation, coordinated structural design, and private yards. Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be arranged as an interconnecting network. Policy LU-80. Land should be arranged in blocks divided irtto lots with all lots required to front on a public street Ol\a park. H:\EDNSP\lnterdepartmenta!\Deve!opmenl Review\Preapps\Comments\Rs\Carlos-Lucas Preliminary Plat.doc\d DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 25, 2004 -Susan Fiala Sonja J. Fesser # Laurelhurst Plat, LUA-04-O_, PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant concerning the preliminary submittal: The process for vacating a portion of the street ( 140th Ave NE) is separate from the platting process. Said street vacation must be completed and recorded before the plat is recorded. Contact Karen McFarland, City of Renton Technical Services, regarding the application form and other requirements for the street vacation process. However, said street vacation process cannot begin until after the annexation of the subject street to the city is complete. The "SITE STATISTICS" block (Sheet 1 of 3) lists "SENSITIVE AREAS" (8, 347 S.F.) as separate from the other tracts. Where is the sensitive area located? Is it labeled as such? Is said sensitive area currently noted as Tract H (an open space area with a creek at 8, 466 S.F.)? The S.F. for said Tract H is similar to that noted for the sensitive space. The Project Narrative states that said sensitive area is to be set-aside in a NGPA tract -is an open space area equivalent or should the Tract be renamed? Was Tract H erroneously used twice in calculations under said "SITE STATISTICS"? Does Tract H change the numbers under "DENSITY CALCULATIONS"? The Chicago Title Insurance Company Plat Certificate, Order No. 1129412, dated February 13, 2004, lists Conner Homes as a vested owner of two of the properties that are part of the subject plat. However, Connor Homes is not listed under the "OWNER" block (Sheet 1 of 3). Janis Vander Hoek and Richard Stuth are listed under said "OWNER" block, but are not listed in said Plat Certificate. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-l 0 -Plnts\0415\RV040325.doc ',''=' April 7, 2004 Page 2 The legal description, noted under Order *1072470 on Sheet 1 of 3, omits a needed "EXCEPT" and substitutes "ALSO" for AND in several instances. The title company legal description also omitted "EXCEPT". See the attachment. The Land Use Permit Master Application lists King County Assessor's Account Number 152305- 9028 as one of the subject properties included in the proposed plat. It appears that said Account Number should be noted as 152305-9018. Review and revise as needed for said application, the "Project Narrative" and other places said number is noted. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and LND-1O-0415, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Tie the subject plat property directly to the City of Renton Survey Control Network. The city will check the geometry when the direct tie is provided. Provide plat and lot closure calculations. Complete City of Renton Monument Cards, with reference points of all new right of way monuments set as part of the plat. Include a statement of equipment and procedures used, per WAC 332-130-100. Indicate what has been, or is to be, set at the corners of the proposed lots. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note whether the adjoining properties are platted (give plat name apd lot number) or unplatted. The city will provide addresses for the proposed lots after the preliminary plat is approved. The addresses will need to be noted on the plat document. On the final plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. Remove all references to the building setbacks (on the individual lots and elsewhere as noted). Setbacks are determined at the time that building permits are issued. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-1O -Plats\0415\RV040325.doc\cor · .' April 7, 2004 Page 3 Required City of Renton signatures, on the final plat document, include the Administrator of PlanninglBuildinglPublic Works, the Mayor and the City Clerk. In addition, an approval block for the city's Finance Director is required. The appropriate King County approvals need to be provided for also. All vested owners of the subject plat properties need to sign the final plat document. Include as many notary blocks as needed. Include a dedication/certification block on the drawing. Reference the Declaration of Protective Covenants for Laurelhurst document on the plat drawing and provide a space for the recording number thereof. Note that if there are easements, agreements or restrictive covenants to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawings and the associated document(s) are to be given to the Project Manager as a package. The plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the plat) need to be referenced on the plat drawings. The current position of the city concerning ownership of open space, park and storm drainage tracts apply to this plat and should be noted on the final plat drawing as follows: Upon the recording of this plat, Tracts A, B, C, D, E, F, G, H, I, J, K, Land Mare hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for open spaces and parks. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibilities. Upon the recording of this plat, Tract U is hereby granted and conveyed to the Laurelhurst Plat Homeowners' Association (HOA) for a storm detention tract. Ownership and maintenance of said Tract shall be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. Comments for the Project Manager: Is the city allowing the establishment of access tracts on this plat? Usually, access is provided through the use of access easements. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-1O -Plats\0415\RV040325.doc\cor .:', ~------- -_. • _. _. '0 •• t. _......, __ .... ~-.r. , ...... I~'" -•• '" INTERSECTION NE 4TI-J ST 4 UNION AYE SE, CITY OF RENTON CONTROL FOINT • 150.3 = ELEY. 401.02 6M~ 1/411 BRONZE FIN IN CASED CONC MON e TI-JE INTERSECTION SE 2ND FL • UNION AYE SE, CITY OF RENTON CONTROL FOINT • 418 = ELEY . .391.02 LEGAL DESCRIFTION ~ES,·~JU5392 TI-IE NORTI-II-IALF OF TI-IE 5OUTI-IEAST QUARTER OF TI-IE 5OUTI-IEAST QUARTER OF TI-IE NORTI-IWEST QUARTER OF SECTION 15, TOu.NSI-IIP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASI-IINGTON. EXCEPT TI-IE WEST 15 FEET TI-IEREOF AND TI-IE EAST 20 FEET TI-IEREOF FOR ROADS. TOGETI-IER WITI-I TI-IAT PORTION OF YACATED I40TI-I AVENUE SS .. WI-IICI-I WOULD ATTACl-le'T" OPERATION OF LAW, AS PROYIDED IN KING COUNTY ORDINANCE NUMeER 13228, RECORDED UNDER RECORDINas NUM6ER 2002020800201ca. ORDER • 1012410 r-----.. . .. , ......... --.. .. TI-IE SOUTI-II-IALF OF TI-IE NORTI-IWEST QUARTER OF TI-IE 5OUTI4EAST QUARTER OF TI-IE NORTI-IWEST QUARTER OF SECTION 15, TOu.NSI-IIP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WA5I-IINGTON; . ~ EXCEPT TI-IE NORTI-I cas FEET OF TI-IE EAST 330 FEET TI-IEREOF; ~ Af..vt:> EXCEPT TI-IE eoUTI-I 92.g1 FEET OF TI-IE NORTI-I 2g1.g1 FEET OF TI-IE EAST 260 FEET; ~ ~~I-IE SOUTI-IIIO FEET OF TI-IE NORTI-I 205 FEET OF TI-IE EAST 260 FEET; Al:::69AW EXPECT T~E EAST 20 FEET TI-IEREOF CONYE'T"ED TO KING COUNTY FOR ROAD pURPOSES e'T" DEED JeCORDED UNDER RECORDING NUM6ER I1ge214; ~ AI..at::> . EXCEPT TI-IAT PORTION OF TI-IE WEST 10 FEET OF TI-IE EAST 330 FEET OF SAID 6UeDIYISION L'T"ING NQRTI-IERl'T" OF TI-IE SOUTI-I 30 FEET TI-IEREOF AND L'T"ING 5OUTI-lERl'T" OF TI-IE NORTI-I g5 FEET TI-IEREOF. ORDER • 1110013 r-···c. ____ "". ,'" . __ .". " TI-IE NORTI-I I-IALF OF TI-IE NORTI-I I-IALF OF TI-IE SOUTI-IWEST' QUARTER OF TI-IE SOUTI-IEAST QUARTER OF TI-IE NORTI-IWEST QUARTER; A\" D\ EXCEPT TI-IE EAST IgO FEET TI-IEREOF; AND TI-IE NORTI-I 30 FEET OF TI-IE EAST Ig0 FEET OF TI-IE NORTI-II-IALF OF TI-IE NORTI-II-IALF OF TI-IE eoUTl-lUE6T QUARTER OF TI-IE 5OUTI-IEAST QUARTER OF TI-IE NORTI-IWEST QUARTER; EXCEPT TI-IE EAST 20 FEET TI-IEREOF FOR ROAD; ALL IN SECTION 15, TOu.NSI-IIP 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. ORDER • 1038081 .' TI-IE NORTI-II-IALF OF TI-IE NORTI-IWEST QUARTER OF TI-IE SOUTI-II;AST QUARTER OF T~ NOI02T~l1JI;;ST QU..6.~"" rYt= I~·' . , " r-GO TITLE INSURANCE COMPANY':- ;, _'h .HAVENUE, #3400, SEATfLE, WA 98104 PLAT CERTIFICATE Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clerkof the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: SEE ATTACHED EXHIBIT EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200: 00 TAX: $17.60 Records examined to FEBRUARY 13, 2004 at 8: 00 AM -,----~) '-')~--. By",' / r /-ik. ./.I .,. ------------"''---~---- HARRIS/EISENBREY Title Officer (206)628-5623 PLATCRTA/RDA/~ '.':.. " '. . ~AGO TITLE INSURANCE COMPAt"--' PLAT CERTIFICATE SCHEDULE A (Continued) VESTED IN ~H D. CARLO, AS HIS SEPARATE ESTATE, AS TO PARCEL 1; ~ W. LUCAS, AS HER SEPARATE ESTATE, AS TO PARCEL 2; Order No.: 1129421 DOUGLAS V. SCHERE2D~LE: J. SCHE~ HUSBAND AND WIFE, AS TO PARCEL 3; ~E~ HOMES COMPANY, A WASHINGTON CORPORATION, AS TO PARCEL 4; ~EIRS AND DEVISEE~ OF CLARA HAGERMAN, DECEASED, AS TO PARCEL SA; MICHAEL HAMPSHIR~O ALSO APPEARS OF RECORD AS MICHAEL L. HAMPSHIRE, AND LINDA GOE, WHO ALSO APPEARS OF RECORD AS@DA s.. G~ AND AS LINDA S. GOE HAMPSHIRE, AS THEIR RESPECTIVE SEPARATE ESTATES, AS TO PArt EL 5B; D~Y E. HAM~LIN, WHO ALSO APPEARS OF RECORD AS~~ ~ TO PARCEL 6; -- BELMONDO, AS HIS SEPARATE ESTATE, AS TO PARCEL 7; ~~ER HOMES COMPANY, A WASHINGTON CORPORATION, AS TO PARCEL 8; AND ~ON LEE VAVAK, WHO ACQUIRED TITLE AS SHARON LEE MOORE, AS HER SEPARATE ESTATE, AS TO PARCEL 9 1 PI.ATCRA2/RDA/0999 " .. ~ ,. '. - PARCEL 1: ~AGO TITLE INSURANCE CO¥PAl''-' PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 1129421 THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 1799641. PARCEL 2: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 20 FEET; EXCEPT THE WEST 20 FEET; EXCEPT THE EAST 30 FEET. PARCEL 3: THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 95 FEET OF THE EAST 330 FEET THEREOF; AND EXCEPT THE SOUTH 92.97 FEET OF THE NORTH 297.97 FEET OF THE EAST 2.60 FEET; AND SOUTH THE SOUTH 110 FEET OF THE NORTH 205 FEET OF THE EAST i60 FEET; AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 1798214; AND EXCEPT THAT PORTION OF THE WEST 70 FEET OF THE EAST 330 FEET OF SAID SUBDIVISION LYING NORTHERLY OF THE SOUTH 30 FEET THEREOF AND LyING SOUTHERLY OF THE NORTH 95 FEET FEET THEREOF. PARCEL 4: THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 190 FEET THEREOF; TOGETHER WITH THE NORTH 30 FEET OF THE EAST 190 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; SEE NEXT PAGE PLATCRTL/RDA/0999 · . ,r' \ . CHICAGO TITLE INSURANCE COMPANY SCHEDULE A (Continued) Policy No.: 001129421 LEGAL DESCRIPTION ALL IN SECTION 15 TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL 5A: LOTS 1, 3, AND 4, KING COUNTY SHORT PLAT NUMBER 179143, RECORDED UNDER RECORDING NUMBER 7910180905 BEING A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 7.5 FEET THEREOF FOR ROAD; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER TRACTS Y AND X OF SAID SHORT PLAT; EXCEPT THAT PORTION OF SAID EASEMENT LYING WITHIN SAID LOTS 1, 3, AND 4. PARCEL 5B: LOT 2 OF KING COUNTY SHORT PLAT NUMBER 179143, AS RECORDED UNDER AUDITOR'S FILE NO. 7910180905 BEING A PORTION OF: THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST., W. M., IN KING .COUNTY, WASHINGTON, EXCEPT THE WEST 7.5 FEET· OF ROAD; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER TRACTS Y AND X OF SAID SHORT PLAT; EXCEPT THAT PORTION OF SAID EASEMENT LYING WITHIN SAID LOT 2. PARCEL 6: LOTS 1, 2, AND 3, KING COUNTY SHORT PLAT NUMBER 678160, RECORDED UNDER RECORDING NUMBER 7810171032, SAID SHORT PLAT BEING A SUBDIVISION OF A PORTION OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL 7: THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET; AND EXCEPT THE WEST 20 FEET FOR ROADS. LEGLCONT IRDA/rmg · ' ,t' '. ' ..-... --- '''--- CHICAGO TITLE INSURANCE COMPANY SCHEDULE A (Continued) Policy No.: 001129421 LEGAL DESCRIPTION PARCEL 8: THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 140TH AVENUE SOUTHEAST; AND EXCEPT THE WEST 20 FEET LYING WITHIN THE RIGHT OF WAY OF 138TH AVENUE SOUTHEAST. PARCEL 9: THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 15 FEET THEREOF AND THE EAST 20 FEET THEREOF FOR ROADS. TOGETHER WITH THAT PORTION OF VACATED 140TH AVENUE S.E. WHICH WOULD ATTACH BY OPERATION OF LAW, AS PROVIDED IN KING COUNTY ORDINANCE NO. 13228, RECORDED UNDER RECORDING NUMBER 20020208002079. LEGLCONT /RDA/f1J99 · . 0' • ,- CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULEB Order No.: 1129421 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. 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 for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). PLATCRTB/RDA/~ ·' . '. A B c ~AGO TITLE INSURANCE COMPAl''-- PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 EXCEPTIONS ft/FOLLOWING PARAGRAPHS 1 THROUGH 7, AFFECT PARCEL 1: 0. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: ROAD PURPOSES THE NORTH 20 FEET APRIL 26, 1916 1055906 ~&ASEMENT AND THE TERMS AND CONDITIONS THEREOF, GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE THE NORTH 20 FEET NOVEMBER 7, 1978 7811070697 D 3. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR. MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE . AND TI1E RIGHT AND TITLE TO THE USE OF SUCH· SURFACE GROUND AS MAY .BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING ·NUMBER: 192430 E 4. DECLARATION OF CONDITIONS AND RESTRICTIONS REGARDING ANNEXATION TO A PUBLIC WATER MAINS AND FIRE HYDRANTS DISTRICT AND FORMATION OF A LOCAL IMPROVEMENT DISTRICT: RECORDED: RECORDING NUMBER NOVEMBER 10, 1982 8211100685 F 5. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: RECORDING NUMBER: REGARDING: JANUARY 21, 1985 8501210377 COVENANT TO ANNEX TO THE CITY OF RENTON PLATCRTBI/RDA/0999 · . " . ---..... ,- '-. ~AGO TITLE INSURANCE COMPAl"'-" PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 Q 6. DECLARATION OF CONDITIONS AND RESTRICTIONS REGARDING ANNEXATION TO A PUBLIC EXTENSION OF WATER MAIN DISTRICT AND FORMATION OF A LOCAL IMPROVEMENT DISTRICT: RECORDED: RECORDING NUMBER JANUARY 21, 1985 8501210378 B 7. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: 2004 152305-9015-05 4155 $ 179,000.00 $ 41,000.00 BILLED: $ 2,768.30 PAID: $ 0.00 UNPAID: $ 2,768.30 I THE FOLLOWING PARAGRAPHS 8 THROUGH 15, AFFECT PARCEL 2: J 8. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC . RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE. MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 K 9. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: RECORDING NUMBER: JULY 18, 1985 8507180439 PIA TCRB2/RDA/0999 " ' ~AGO TITLE INSURANCE COMPAl'/'~ PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 L 10. RESTRICTIONS CONTAINED IN INSTRUMENT: . { RECORDED: RECORDING NUMBER: AUGUST 22, 1985 8508220599 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: JEAN W. LUCAS RENTON WATER DEPARTMENT SEPTEMBER 5, 1985 8509050851 FOR AND IN CONSIDERATION OF RENTON WATER DEPARTMENT GRANTING A PERMIT TO CONNECT A TEMPORARY/PERMANENT WATER SERVICE AND/OR MAIN IN 4 INCH MAIN IN 138TH AVENUE S.E. FOR THE ABOVE PROPERTY. THE OWNER(S) OF THE ABOVE DESCRIBED PROPERTY, THEIR SUCESSORS, HEIRS AND ASSIGNS, HEREBY AGREE AND COVENANT TO PARTICIPATE IN, SIGN A PETITION IN SUPPORT OF, AND ACCEPT ANY LOCAL IMPROVEMENT DISTRICT (L.I.D.) OR CITY-INITIATED PROPOSAL, OTHER THAN L.I.D., AND PAY THEIR FAIR SHARE THEREFORE, FOR THE EXTENSION OF THE WATER MAIN IN 138TH AVENUE S.E.WHEN REQUIRED BY THE RENTON SUBDIVISION ORDINANCE, OR AS DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. N 12. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: JEAN W. LUCAS RENTON WATER DEPARTMENT MAY 1, 1986 8605010934 FOR AND IN CONSIDERATION OF THE RENTON WATER DEPARTMENT GRANTING A PERMIT TO CONNECT A TEMPORARY/PERMANENT WATER SERVICE AND/OR MAIN IN 4 INCH WATERMAIN IN 138TH AVENUE SE FOR SAID PREMISES o 13. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2004 PIA TCRB2/RDA/0999 " . 'AGO TITLE INSURANCE COMPM'---- TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: PLAT CERTIFICATE SCHEDULE B (Continued) 152305-9018-02 4155 ASSESSED VALUE-IMPROVEMENTS: $ 166,000.00 $ 229,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 4,883.60 PAID: $ 0.00 UNPAID: $ 4,883.60 P 14. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: JEAN W. LUCAS PRLAP, INC. Order No.: 1129421 BENEFICIARY: BANK OF AMERICA, N A, NATIONAL BANKING ASSOCIATION AMOUNT: $ 65,000.00 DATED: OCTOBER 11, 2001 RECORDED: OCTOBER 30, 2001 RECORDING NUMBER: 20011030000659 LOAN NUMBER: 6952902416 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. 15. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: JEAN W. LUCAS TRUSTEE: BENEFICIARY: WELLS FARGO FINANCIAL NATIONAL BANK WELLS FARGO BANK WEST, N.A. AMOUNT: $ 40,000.00 DATED: FEBRUARY 12, 2002 RECORDED: APRIL 8, 2002 RECORDING NUMBER: 20020408002375 LOAN NUMBER: 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. R THE FOLLOWING PARAGRAPHS 16 THROUGH 22, AFFECT PARCEL 3: s 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROADWAY PIA TCRB2/RDA/0999 " ' ~---~ :AGO TITLE INSURANCE COMPA1"'-- AREA AFFECTED: RECORDED: RECORDING NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 A SOUTHEASTERLY PORTION OF SAID PREMISES AS DESCRIBED IN SAID INSTRUMENT JUNE 10, 4909728 T 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE A SOUTHEASTERLY PORTION OF SAID PREMISES AS DESCRIBED IN SAID INSTRUMENT MAY 12, 1977 7705120619 u 18. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 v 19. ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: DECEMBER 19, 1978 7812190786 w 20. CITY OF RENTON ORDINANCE NUMBER 4612, AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: REGARDING: JUNE 2 1, 1996 9606210966 ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE x 21. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF PLATCRB2/RDA/~ " . . ' ' 'AGO TITLE INSURANCE CO MPAl' ........... · ' PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 FIRST HALF UNPAID ON MAY 1, 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: 2004 152305-9024-04 4155 $ 135,000.00 $ 0.00 BILLED: $ 1,638.64 PAID: $ 0.00 UNPAID: $ 1,638.64 Y 22. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 8103129002, AS FOLLOWS: ENCROACHMENT OF FENCES, GARAGE, AND OIL TANK SOUTHERLY OF THE SOUTHERLYMOST NORTH LINE OF SAID PREMISES, AND ANY ADVERSE RIGHTS, STEMMING THEREFROM. z THE FOLLOWING PARAGRAPHS 23 THROUGH 27, AFFECT PARCEL 4: AA 23. EASEMENT AND THE ,TERMS AND CONDITIONS THEREOF: RESERVED BY: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: JOE J. SULLIVAN AND GERTRUDE SULLIVAN, HIS WIFE ROAD AND UTILITIES NORTH 30 FEET OF SAID PREMISES APRIL 8, 1976 7604080089 fY\CVp ~ AB 24. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 PtA TCRB2/RDA/0999 , .' 'AGO TITLE INSURANCE COMPAl'·.--.... PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 AC 25. DECLARATION OF CONDITIONS AND RESTRICTIONS REGARDING ANNEXATION TO A PUBLIC WATER DISTRICT AND FORMATION OF A LOCAL IMPROVEMENT DISTRICT: RECORDED: RECORDING NUMBER MARCH 31, 1977 7703311046 AD 26. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966. AB 27. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: 2004 152305-9194-08 4155 $ 120,000.00 $ 46,000.00 BILLED: $ 2,115.28 PAID: $ 0.00 UNPAID: $ 2,115.28 AG THE FOLLOWING PARAGRAPHS 28 THROUGH 47, AFFECT PARCELS 5A AND 5B: AH ~EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: CITY OF RENTON PUBLIC UTILITIES (INCLUDING WATER AND SEWER), WITH NECESSARY APPURTENANCES PORTIONS OF SAID PREMISES AND OTHER PROPERTY AS DESCRIBED IN SAID INSTRUMENT MARCH 24, 1980 8003240430 AI 29. UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: PUGET SOUND POWER & LIGHT COMPANY ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM PORTIONS OF SAID PREMISES AND OTHER PROPERTY AS DESCRIBED IN SAID INSTRUMENT PLATCRB2/RDA/0999 , ' AJ NUMBER: 'AGO TITLE INSURANCE COMPA~r--. PLAT CERTIFICATE SCHEDULE B (Continued) JUNE 6, 1980 8006060400 Order No.: 1129421 CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIV.ITIES WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. 30~ENT AND THE TERMS AND CONDITIONS THEREOF, PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: INGRESS AND EGRESS AN EASTERLY PORTION OF LOT 1 AS DESCRIBED IN SAID INSTRUMENT APRIL 13, 1981 -fA ~ cs0030228 ~ iWf \,rW~ AK 31. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 AL 32. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID SHORT PLAT. AM 33. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: CLARA HAGERMAN RENTON WATER DEPARTMENT MARCH 24, 1980 8003240428 NO PROTESTS CAN BE MADE AGAINST THE CONSTRUCTION OF, OR ASSESSMENT FOR A PERMANENT WATERMAIN WHICH WILL NECESSARILY BE CONSTRUCTED IN THE STREET TO SERVE THIS PROPERTY. AN 34. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966. PIATCRB2/RDA/0999 ~AGO TITLE INSURANCE COMPAl''-'''' PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 AO 35. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: LOT 1 OF PARCEL A 2004 152305-9213-05 4155 $ 96,000.00 $ 0.00 BILLED: $ 1,167.03 PAID: $ 0.00 UNPAID: $ 1,167.03 AP 36. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: LOT 3 OF PARCEL A 2004 152305-9215-03 4155 $ 96,000.00 $ 0.00 BILLED: $ 1,167.03 PAID: $ 0.00 UNPAID: $ 1,167.03 AQ 37. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: LOT 4 OF PARCEL A 2004 152305-9038-08 4155 $ 96,000.00 $ 103,000.00 BILLED: $ 2,514.09 PAID: $ 0.00 UNPAID: $ 2,514.09 PIA TCRB2/RDA/0999 · . ~AGO TITLE INSURANCE COMPM--... · PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 AR 38. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: PARCEL B 2004 152305-9214-04 4155 $ 96,000.00 $ 57,000.00 BILLED: $ 1,958.05 PAID: $ 0.00 UNPAID: $ 1,958.05 AS 39. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 7970209015, AS FOLLOWS: POSSIBLE ENCROACHMENT OF SHED SOUTHERLY OF THE NORTH LINE, AND ANY ADVERSE RIGHTS STEMMING THEREFROM. AT 40. MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: MORTGAGOR: CLARA HAGERMAN, A SINGI"E WOM.;N MORTGAGEE: KING COUNTY AMOUNT: $ 7,500.00 DATED: JULY 27, 1979 RECORDED: AUGUST 7, 1979 RECORDING NUMBER: 7908071006 THE AMOUNT NOW SECURED BY SAID MORTGAGE AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AU AFFECTS: PARCEL A. AV SAID MORTGAGE HAS BEEN MODIFIED BY MORTGAGE ADDENDUM RECORDED UNDER RECORDING NUMBER 8010220486. AW 41. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: MICHAEL L. HAMPSHIRE AND LINDA S. GOES HAMPSHIRE, HUSBAND AND WIFE CHICAGO TITLE INSURANCE COMPANY FIRST BANKERS MORTGAGE CORPORATION PlATCRB2/RDA/0999 AMOUNT: DATED: RECORDED: ,~ ~AGO TITLE INSURANCE COMPA1-"- PLAT CERTIFICATE SCHEDULE B (Continued) RECORDING NUMBER: $ 26,600.00 MAY 13, 1999 MAY 18, 1999 9905182373 4023136134 LOAN NUMBER: Order No.: 1129421 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. AX AFFECTS: PARCEL B. AY 42. NOTICE OF LIEN FOR DEFERRED PROPERTY TAXES AND/OR SPECIAL ASSESSMENTS, AND THE TERMS AND CONDITIONS THEREOF: CLAIMANT: TAXPAYER: RECORDED: RECORDING NUMBER: AFFECTS: AZ 43. LIEN CLAIMED BY THE STATE OF SOCIAL AND HEALTH SERVICES: AGAINST: IN THE AMOUNT OF: RECORDED: RECORDING NUMBER.: SA AFFECTS: LOT 4. ss 44. LIEN CLAIMED BY THE STATE OF SOCIAL AND HEALTH SERVICES: AGAINST: IN THE AMOUNT OF: RECORDED: RECORDING NUMBER: se AFFECTS: LOT 3. SD 45. LIEN CLAIMED BY THE STATE OF SOCIAL AND HEALTH SERVICES: AGAINST: STATE OF WASHINGTON CLARA HAGERMAN, ET AL OCTOBER 22, 2002 20021022001740 LOT 4 WASHINGTON, DEPARTMENT OF CLARA HAGERMAN $ NOT DISCLOSED NOVEMBER 3, 2003 20031103002858 WASHINGTON, DEPARTMENT OF CLARA HAGERMAN $ NOT DISCLOSED NOVEMBER 3, 2003 20031103002859 WASHINGTON, DEPARTMENT OF CLARA HAGERMAN PI.ATCRB2/RDA/0999 'AGO TITLE INSURANCE COMPA}", ...... IN THE AMOUNT OF: RECORDED: RECORDING NUMBER: BB AFFECTS: LOT 1. PLAT CERTIFICATE SCHEDULE B (Continued) $ NOT DISCLOSED NOVEMBER 3, 2003 20031103002860 Order No.: 1129421 BF 46. PENDING PROBATE PROCEEDINGS IN KING COUNTY SUPERIOR COURT OF THE ESTATE OF CLARA HAGERMAN: DATE OF DEATH: CASE NUMBER: PERSONAL REPRESENTATIVE(S) : ATTORNEY FOR THE ESTATE: MAY 3, 2003 03-4-03580-4 JULIE M. SCHISEL BARBARA ADLER WEST THE PERSONAL REPRESENTATIVE(S) HAS/HAVE BEEN GRANTED NON-INTERVENTION POWERS TO SELL, CONVEY OR MORTGAGE THE PROPERTY. BQ 47. THE EFFECT, IF ANY, OF ACTION BROUGHT UNDER THE TRUST AND ESTATE DISPUTE RESOLUTION ACT IN WHICH LINDA HAMPSHIRE IS THE PETITIONER, REGARDING THE ESTATE OF CLARA HAGERMAN, DECEASED: FILED IN: CAUSE NUMBER: KING COUNTY SUPERIOR COURT 03-4-06249-6 RESULTS WILL FOLLOW BY SUPPLEMENTAL COMMITMENT. BS THE FOLLOWING PARAGRAPHS 48 THROUGH 55, AFFECT PARCEL 6: BI 48. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 BJ 49. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DONALD E. AND MARY ELLEN HAMBLIN RENTON WATER DEPARTMENT PLATCRB2/RDA/0999 -. 'AGO TITLE INSURANCE COMPM"'--' RECORDED: RECORDING NUMBER: REGARDING: BK AFFECTS: LOT 3. PLAT CERTIFICATE SCHEDULE B (Continued) JANUARY 18, 1980 8001180615 Order No.: 1129421 TEMPORARY WATER SERVICE AGREEMENT BL 50. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: BN AFFECTS: LOT 2. DONALD E. AND MARY ELLEN HAMBLIN RENTON WATER DEPARTMENT JULY 7, 1980 8007070449 TEMPORARY WATER SERVICE AGREEMENT BN 51. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966. BO 52. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: LOT 1 2004 152305-9046-08 4155 $ 82,000.00' $ 124,000.00 BILLED: $ 2,598.71 PAID: $ 0.00 UNPAID: $ 2,598.71 BR 53. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: 2004 152305-9211-07 4155 $ 82,000.00 $ 21,000.00 PLATCRB2/RDA/0999 'AGO TITLE INSURANCE COMPA1"'---' GENERAL & SPECIAL TAXES: AFFECTS: LOT 2 PLAT CERTIFICATE SCHEDULE B (Continued) BILLED: $ 1,353.65 PAID: $ 0.00 UNPAID: $ 1,353.65 Order No.: 1129421 BS 54. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: AFFECTS: LOT 3 2004 152305-9212-06 4155 $ 96,000.00 $ 68,000.00 . BILLED: $ 2,091.01 PAID: $ 0.00 UNPAID: $ 2,091.01 BO 55. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: DONALDE. HAMBLIN, AND MARY ELLEN HAMBLIN, WHO ACQUIRED TITLE AS MARY E. HAMBLIN, HUSBAND AND WIFE PACIFIC NORTHWEST TITLE COMPANY, A WASHINGTON CORPORATION WASHINGTON MUTUAL BANK $ 70,000.00 MARCH 14, 1998 MARCH 23, 1998 9803231053 01-0009-000835173-6 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. BP AFFECTS: LOT 1. BT THE FOLLOWING PARAGRAPHS 56 THROUGH 62, AFFECT PARCEL 7: BU 56. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PLATCRB2/RDA/0999 GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: ~AGO TITLE INSURANCE COMPM"--'" PLAT CERTIFICATE SCHEDULE B (Continued) PUGET SOUND ENERGY UTILITIES SYSTEMS Order No.: 1129421 10 FEET IN WIDTH HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF THE CENTERLINE OF GRANTEE'S SYSTEMS LOCATED AS CONSTRUCTED OR TO BE CONSTRUCTION, EXTENDED OR RELOCATED, EXCEPT THOSE PORTIONS OCCUPIED BY EXISTING BUILDING FOOTINGS, FOUNDATIONS, AND/OR SUBSURFACE STRUCTURES APR 1999 9904220665 BV 57. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 BW 58. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 4612, ESTABLISHING CONNECTION CHARGES FOR SEWER FACILITIES, RECORDED UNDER RECORDING NUMBER 9606210966. BX 59. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: RECORDED: RECORDING NUMBER: KING COUNTY DECEMBER 15, 1966 6118786 CB 60. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY I, 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: 2004 152305-9079-08 4155 $ 135,000.00 $ 240,000.00 PIA TCRB2/RDA/0999 'AGO TITLE INSURANCE COMPAY"" GENERAL & SPECIAL TAXES: AFFECTS: PARCEL 7 PLAT CERTIFICATE SCHEDULE B (Continued) BILLED: $ 4,641.66 PAID: $ 0.00 UNPAID: $ 4,641.66 Order No.: 1129421 BY 61. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: JAMES A. BELMONDO, AN UNMARRIED PERSON RAINIER CREDIT COMPANY BANK OF AMERICA, N.A. $ 50,000.00 MARCH 28, 2000 APRIL 7, 2000 20000407001275 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. BZ MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NUMBER: JUNE 16, 2000 JUNE 28, 2000. 20000628000555 CA 62. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: JAMES A. BELMONDO FIRST AMERICAN TITLE. INSURANCE CO. CHASE MANHATTAN BANK USA, N .A. $ 100,000.00 FEBRUARY 19, 2003 AUGUST 28, 2003 20030828004018 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. CC THE FOLLOWING PARAGRAPHS 62 THROUGH 67, AFFECT PARCEL 8: CD 63. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: PLATCRB2/RDA/0999 'AGO TITLE INSURANCE COMPAr-~--"'· PlAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 CB 64. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966. c, 65. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 8911309005, AS FOLLOWS: DISCREPANCIES BETWEEN LOCATION OF FENCES AND THE NORTH AND SOUTH BOUNDARY LINES, AND ANY ADVERSE RIGHTS STEMMING THEREFROM. CQ 66. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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: 2004 152305-9016-04 4155 $ 135,000.00 $ 157,000.00 BILLED: $ 3,638.36 PAID: $ 0.00 UNPAID: $ 3,638.36 CN 67. DEED OF TRUST AND ASSIGNMENT OF RENTS AND/OR LEASES, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: CONNER HOMES COMPANY, A WASHINGTON CORPORATION CHICAGO TITLE INSURANCE COMPANY RICHARD E. STUTH $ 620,000.00 FEBRUARY 18, 2004 FEBRUARY 20, 2004 20040220001248 PIA TCRB2/RDA/0999 'AGO TITLE INSURANCE COMPA1"'~' PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 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. CI THE FOLLOWING PARAGRAPHS 68 THROUGH 70, AFFECT PARCEL 9: CJ 68. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS, SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 192430 CK SAID RESERVATIONS WERE MODIFIED BY AGREEMENT BETWEEN NORTHERN PACIFIC RAILROAD AND LESTER A. MORRIS AND SYLVIA A. MORRIS, DATED NOVEMBER 20, 1934, RECORDED JANUARY 11, 1935, UNDER RECORDING NUMBER 2837830. CL THE INTEREST OF NORTHERN PACIFIC RAILROAD IN SAID COAL AND IRON HAS BEEN CONVEYED TO MERIDIAN MINERALS COMPANY, A MONTANA CORPORATION, BY STATUTORY QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 8806280226. CN 69. TERMS AND PROVISIONS OF CITY OF RENTON ORDINANCE 4612 CREATING A SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT, RECORDED UNDER RECORDING NUMBER 9606210966. ~ 70. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, 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 & SP?CIAL TAXES: 2004 152305-9017-03 4155 $ 177,000.00 $ 47,000.00 BILLED: $ 2,816.65 PAID: $ 0.00 UNPAID: $ 2,816.65 PLA TCRB2/RDA/0999 'AGO TITLE INSURANCE COMP.A}Y-, PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 ~ 71. 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. END OF SCHEDULE B PLATCRB2/RDA/0999 AGO TITLE INSURANCE COMP~~ PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1129421 THE FOLLOWING PARTIES HAVE BEEN SENT A COpy OF THIS COMMITMENT: CONNER HOMES COMPANY JOHN SKOCHDOPOLE CORE DESIGN, INC CRAIG 1/1 1/1 PIA TCRB2/RDA/0999 CHICAGO TITL .NSURANCE COMPANY 701 FIFfH AVENUE, #U~(){), SEAITLE, WA 1)8104 -- PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. Easterly portion of the Northwest % of Section 15-23-5 t • At.; : ,. , ~"ri9 - ~ ... . t . .. .. ~ <II ~ OJ U) OJ .,. .. ' r-.30 TITLE INSURANcE COMPANY·.--· ;, _lrTHAVENUE, #3400, SEATILE, WA 98104 PLAT CERTIFICATE Certificate for Filing Proposed Plat: Order No.: 1129421 In the matter of the plat submitted for our approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clerk ofthe United States Courts holding terms in said County, and from such examination hereby certifies that the title to the foUowing described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: SEE ATTACHED EXHIBIT EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17.60 Records examined to FEBRUARY 13 f 2004 at 8: 00 AM HARRIS/EISENBREY Title Officer (206)628-5623 PLATCRTA/RDA/0999 :::AGO TITLE INSURANCE COM PLAT CERTIFICATE SCHEDULE A (Continued) Order No.: 1129421 VESTED IN ~PH D. CARLO, AS HIS SEPARATE ESTATE, AS TO PARCEL 1; ~ W. LUCAS, AS HER SEPARATE ESTATE, AS TO PARCEL 2; DOUGLAS v. SCHERERZD~E;;; J. SCH~ HUSBAND AND WIFE, AS TO PARCEL 3; \~E~ HOMES COMPANY, A WASHINGTON CORPORATION, AS TO PARCEL 4; ~EIRS AND DEVISEES OF CLARA HAGERMAN, DECEASED, AS TO PARCEL 5A; MICHAEL HAMPSHIR~~ ALSO APPEARS OF RECORD AS MICHAEL L. HAMPSHIRE, AND LINDA GOE, WHO ALSO APPEARS OF RECORD ASCfINDA" S. GOE";) AND AS LINDA S. GOE HAMPSHIRE, AS THEIR RESPECTIVE SEPARATE ESTATES, AS TO PARCEL 5B; D~Y E. HAMBLIN, WHO ALSO APPEARS OF RECORD AS~ /' ~E~~rm:TSBAN:[})AND WIFE, AS TO PARCEL 6; ~- A. BELMONDO, AS HIS SEPARATE ESTATE, AS TO PARCEL 7; ~~ER HOMES COMPANY, A WASHINGTON CORPORATION, AS TO PARCEL 8; AND ~HARON LEE VAVAK, WHO ACQUIRED TITLE AS SHARON LEE MOORE, AS HER SEPARATE ESTATE, AS TO PARCEL 9 1 PlATCRA2/RDA/0999 · • ~ELOPMENT SERVICES DIVISI( \ ) • WAIV!R OF SUBMITTAL REQUIREM'ENTS FOR LAND USE APPLICATIONS Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section PROJECTNAME: ________________________ __ 2. Public Works Plan Review Section I 3. Building Section DATE: ________________________ __ 4. Development Planning Section Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls L j fLOPMENTSERVICES DIVISIC -• DEV~~OPMENT P WAIVER OF SUBMITTAL REQUIREMENTS TYOFRENT~~NING This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section FOR LAND USE APPLICATIONS JUN 1 0 200~ FlEe PROJECT NAME: ----t~-+""z'"""'t1-"-'t.t2="'IL'r__fdua=-+· .=..¥..=.....:-__ DATE: _,"""-2_-+-!-=3------",-Z&J~_· -+t-- Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls Printed: 06-10-2004 Payment Made: ~A. TY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-063 06/10/2004 02:44 PM Receipt Number: R0403125 Total Payment: 2,538.11 Payee: CONNER HOMES COMPANY Current Payment Made to the Following Items: Trans Account Code Description 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5955 000.05.519.90.42.1 Postage Payments made for this receipt Trans Method Description Amount Payment Check #0007748 2,538.11 Account Balances Amount 500.00 2,000.00 38.11 Trans Account Code Description Balance Due 3021 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5036 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000.345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 o 000.345.81.00.0024 000.345.81.00.0005 000.341.60.00.0024 000.341.50.00.0000 604.237.00.00.0000 000.05.519.90.42.1 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,\ \ '.' , \. ",.~~ NJ!. leT J-LACE SCALE: 1" = 50 u-: 'f " ,""'," 13& "I ' ExISTIQG HOUSE : . J /E. ··It ~e,. '.:'.~ I.··· ~~;~'" i8~~' t ... · ..... ,,·!.lr; DEVELOPMENT PLANNING CITY OF RENTON AUG '0 52004 RECEIVED ,?: ~:'~~::': •. : )').:r: PU( SCALE: l' 6luld~ ~ "~' " ., . . . ,J 1 ~ I ~ 'y >~ ,,! ." v~ ~. ~~J~~Y~'::? ;:~.~~ • ~, .~. '\ " Map Output Page 1 of2 @King CoUnty~ __ Comments 0 0 Legend Thomas Brothers Map Page King County Drainage Basins A SWS Drainage Studies Streets • SWS Neighborhood Dminage ~ tlig!'M-:.y Projects Mcrid$ • SWS Regional Stormwater .. ;'/ l.oasI Facilities 0 Parcels • SWS Residenlial Stormwater ... ·v,/ Contours -20ft. Facilities 0 Lakes and Large Rivers • SWS Commercial Storrr'M'ater ;./ Sireams Facilities 0 Wetlands (1990 Survey) • WLRD Surface Water Engineering h~l WLRD Dminage Complaints Projects Ir2'tI Inoorporatiid Area .-County Boundary 't~."::.>j tJ Elevation Data (West KC only) King County Water Resource Inventory Areas he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King ounty makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King ounty shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits suiting from the use or misuse of the information contained on this map. Any sale of this map or information on thia map is prohibited except by written rmission of Kin Cou -r-"··h·c brf 1J fPo V\. Coo k. t:::J.. http://wwwS.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Clie... 7/10/2004 1WP 23 N., RGE 5 E W.M. '4 SEC. 1.5. . . . '-. 16 17 / / / ~ i / 18 ~~~ 1/ Ip r ~ ~ ~ ~ Gh 1-••• ! ! l" 31 "'-... "" 4 3 L .. 1.- GOE'S PLACE '\ VOL. 85, PG'S 12/13 6 \ 4 SCALE: 1" 50 WU T 8 ",I" I '.1 . , 'I '1 " . I I':' ';, ... j "1",:" 'I I' I: I, ',I I ,I" I " I ,I, ','I. " ' . ,,', ' .> ' i.' , :,' ~ , ' .. , '. , '-.' ".,'" , .. ,. , " ' " '. , • • " I ~ ",, ' , ", ',',.r ,; , • " I, ~ ',:., .' I' ~ , ,,~: . \,' , ' , '. .', '0' ~", ","., ' "., ,.EVELOPME: "" ' .' ',' ",' r '. ,: .,:,c;rrYOF'i'"PLANNI'NG'" " " ",.."ENTON.." , "'~", ""c":" ',' ,./Uf{l,O 2pO~ , ." '-:, ' ;'. ",'; -" .':' ,.,.,:',.j,' RE~E8VED ~'. ' . GEOJECHNICAL ENGINEERING STWDY' . . , " " r ~: j ~ ) '. \ ,.. ..' ~ I'\~ •• . LAURELHURST SINGLE-FAMILY .... ":, 'R'ESIDENCE DEVELOP'ME'NT '.' ,', ,; 38T~AVENUE SOUTHEAST 'AND" .... '"SOUTHEAST'132ND STREET', • j. r . t \', ' R~NTON, WASHINGT.ON' ,',r. '"." , . ' "I, ',: . . . ~ . :' . , " " ' .. , , ' '. .\ ~ . , .', j, :E-1'098S'" , \ . ,~ .. ' , ' I • ~ , ,', . \ ." . I" • '),' January2,8~'2004' " '!.-, . , . , .' ': / " PREPARED FOR ." .'. , . .. . 'CONNER HOME,S . . . '. ", . ) :,' I • ~ .. ..... , .', . ' .. "': .~ '-I .~ ~ / " , ' '., . . , . . , ' cott"'O,' rik. elman.' ,';, .... " ,'.' ~ '. ' Scott D. Dirikelman, :LEGL.·--:'-_-:--~_~~ " .," . , I , " . . A~soCiate. Prin.clpaf .. :. .' '." ,;. y. ~. . . . . , ,'. -. . :i' : (. , " ,.' .~ . Earth· Consultants, Inc.' .... '1805. -' .136th ~Place Northeast Suite 20 1· . , " '. . ," "".. . t " ,I ", ", Bellev~e,. WCishington9800S ';' . (42SJ'643-3780" -, .'; ':." ,f '. Toll F~ee 1..,88S~739~6670 '> . , ;,," . \ ~ , . , ,,' .~ . /" ,/' \ , . '., .-. . . . ~'. ' , . ' ), I ,'\' , ',' , . .' """;~"". .. , l.. •• '~ I ' ',' ;>' : , • ' \ ~ I \ ,~ '~ .. " \ 1 ' .. ~) 1 \ • .. , '. I, ).- '\' . ~, . " .. ' !. . . , I I I I I I I I I I I I I I I I I I I IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays, cost-overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project-specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cal'll'lot accept responsibility for problems which may develop if they are l'Iot consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken, Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions,their likely reaction to proposed construction activity, and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist. because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly- changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration, construction decisions sliould not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- water fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No il'ldi- vidual other than the client should apply this report for its il'ltel'lded purpose without first cOl'lferring with the geotechnical engineer, No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. 1b help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are induded in geotechnical engineering reports. These logs should ,tot under any circumstances be redrawn for indusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all-too-frequent result. To minimize the likelihood of boring log misinterpreta- tion, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un-. der the mistaken impression that Simply disdaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted daims being lodged against geotechnical consultants. 1b help prevent this problem, geotechnical engineers have developed model dauses for use in writ- ten transmittals. These are not exculpatory dauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive dauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive dauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them dosely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact AS FE for a complimentary copy of its publications directory. Published by A5FE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733 0788/3M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Earth Consultants, Inc. (;C:~)\(~'llIlic<l1 Ellgill(us. c.;(~)logisls & Ellvirolllllclllill SCiClllislS C{)IlSlrUClioll TC:'-;Iing & leBO I WI\I\O InSI x'qioll Services January 28, 2004 Conner Homes 846 - 1 08th Avenue Northeast, Suite 202 Bellevue, Washington 98004 Attention: Mr. Paul Ollestad Dear Mr. Ollestad: Established 1975 E-10988 Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Laurelhurst Single-Family Residence Development, 138th Avenue Southeast and Southeast 132nd Street, Renton, Washington". This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our December 24, 2003 proposal. We understand it is planned to develop the approximately 30-acre, irregular shaped site with a new residential development. Review of preliminary design information indicates the proposed residential development will consist of one hundred thirty-nine (139) single-family residence lots, two stormwater drainage tracts, and associated arterial roadways. Based on the results of our study, it is our opinion the site can be developed generally as planned. Support for the future single-family residences can be provided using conventional spread and continuous footing foundation systems bearing on competent native soils or on newly placed structural fill used to modify site grades. Slab-on-grade floors may be similarly supported. We appreciate this opportunity to be of continued service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. ~I Associate Principal SDD/KMW/csm 1805136th Place N,E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS E-10988 PAGE INTRODUCTION.................................................................................................... 1 General ........................................................................................................... 1 Project Description ........................................................................................... 2 SITE CONDITIONS................................................................................................ 3 Surface ........................................................................................................... 3 Subsurface ...................................................................................................... 4 Geologic Review .................................................... '...................................... 4 Soil Review................................................................................................. 5 Subsurface Exploration................................................................................. 5 Groundwater.................................................................................................... 6 Laboratory Testing............................................................................................ 6 CRITICAL AREA CONSiDERATIONS ........................................................................ 7 Geologic Hazard Review.................................................................................... 9 Steep Slopes............................................................................................... 9 Erosion Hazard Areas .................. '.... ....... . . . ... ... ... .. . .. . . . . . . .. . . . .. . . . . . . .. . ........ ... ... 1 0 Landslide Hazard Areas ............................................................................... 11 Seismic Hazard Areas.................................................................................. 1 2 Coal Mine Hazards...................................................................................... 1 2 DISCUSSION AND RECOMMENDATIONS............................................................... 1 2 General .......................................................................................................... 12 Site Preparation and General Earthwork............................................................. 1 3 Slope Fill Placement......................................................................................... 1 5 Foundations.. .. . ........ . .. ..... . . ... .. ...... .. .... . ... ...... . . . . .. ..... . .. ... ....... . ....... ... ..... . ....... . . 1 5 Slab-on-Grade Floors........................................................................................ 1 6 Retaining Walls............................................................................................... 1 7 Seismic Design Considerations.......................................................................... 1 7 Ground Rupture.......................................................................................... 1 8 Liquefaction ............................................................................................... 1 8 Ground Motion Response............................................... ...... ....... ... ......... . ..... 1 8 Excavations and Slopes.................................................................................... 1 9 Site Drainage.................................................................................................. 20 Utility Support and Backfill ............................................................................... 21 Pavement Areas,............................................................................................. 21 Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS, Continued E-10988 LIMITATIONS...................................................................................................... 22 Additional Services.......................................................................................... 22 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 Plate 4 Plate 5 APPENDICES Appendix A Plate A1 Plates A2 through A 16 Appendix B , Plate B 1 and B2 Vicinity Map Test Pit Location Plan Slope Fill Placement Retaining Wall Drainage and Backfill Typical Footing Subdrain Detail Field Exploration Legend T est Pit Logs Laboratory Test Res'ults Grain Size Analyses Earth Consultants, Inc. I I ·1 I I I I' I I I I I I I I I I I I General GEOTECHNICAL ENGINEERING STUDY LAURELHURST SINGLE-FAMILY RESIDENCE DEVELOPMENT 138TH AVENUE SOUTHEAST AND SOUTHEAST 132ND STREET RENTON, WASHINGTON E-10988 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed Laurelhurst single-family residence development to be located south and west of the intersection of 138th Avenue Southeast and Southeast 132nd Street in Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the site, and based on the conditions encountered, to develop geotechnical engineering recommendations for the proposed single-family residential development. Specifically, our scope of services consisted of the following: • Assessing subsurface soil and groundwater conditions; • Assessing the suitability of existing on-site materials for use as structural fill and providing recommendations for imported fill materials; • Providing seismic design parameters, including an evaluation of potential, liquefaction hazard; • Providing site preparation, grading, and earthwork procedures, including stripping depth recommendations and details of structural fill placement and compaction; • Addressing short-term and long-term groundwater management and erosion control measures; • Providing foundation design recommendations, including bearing capacity and lateral pressures for walls and structures; Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 • Estimating potential total and differential settlement magnitudes; and • Preparing ,pavement design recommendations. Project Description E-10988 Page 2 We understand it is planned to redevelop a portion of the approximately 30-acre, irregular shaped site with a new residential development. Based on preliminary design information, the proposed development will include up to one hundred thirty-nine (139) single-family residence lots, two stormwater control tracts, and associated asphalt- paved arterial roadways. Review of the preliminary site plan indicates, up to seventy (70) of the proposed lots will be located on the west side of 138th Avenue Southeast and the remaining sixty-nine (69) lots will be located on the east side of 138th Avenue Southeast. At the time our study was performed, the site, lot and road configurations, proposed tracts, and our exploratory locations were approximately as shown on the Test Pit Location Plan, Plate 2. Based on our experience with similar projects, we anticipate the single-family residences will be two to three stories in height and 'will be of relatively lightly-loaded wood frame construction with a combination of slab-on-grade and wood joist floors. We anticipate wall loads will be on the order of 2 to 3 kips per lineal foot and column loads will likely be in the range of 20 to 40 kips. We estimate slab-on-grade floor loads will De around 150 pounds per square foot (psf). The proposed site improvements will also include stormwater drainage tracts. The proposed storm water tracts will be located in the immediate southern portion of the site in the areas designated as Tracts U and V on accompanying Plate 2, Test Pit Location Plan. The site will be accessed from six entry points along 138th Avenue Southeast (Duvall Avenue Southeast) in the central portion of the site, from one entry off of Southeast 1 32nd Street in the northeast corner of the site, and from Bremerton Place Northeast in the west central portion of the site. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 E-10988 Page 3 If the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. SITE CONDITIONS Surface The subject site consists of an' approximately 30-acre, irregular shaped site located to the west and east of 138th Avenue Southeast in Renton (see Plate '1, Vicinity Map). The proposed development areas are separated by 138th Avenue Southeast which extends around 1,630 feet in a north-south direction through the center of the development area. The site currently contains eleven (11) single-family residences and numerous outbuildings that will be removed as part of the planned development. The east-central portion of the site contains an additional single-family residence that is to be incorporated into the proposed residential development. The western half of the proposed development extends three hundred (300) to six hundred (600) feet in an east-west direction from the west side of 138th Avenue Southeast to an existing residential development to the west. This portion of the site is bounded to the north by undeveloped forest, to the south and west by existing single-family residences, and to the east by 138th Avenue Southeast. The east half of the site extends to around 635 feet east of 138th Avenue Southeast. The east half of the subject property is bounded to the north by Southeast 132nd Street, to the east and south by residential developments, and to the west by 138th Avenue Southeast. The predominate topographic features in the western half of the site consist of an elongated knoll (northwest-southeast trending) in the northern portion of the site, a roughly cylindrical knoll in the southern portion of the site, an east-northeast trending drainage that separates the two topographic high points, and an approximately 25 foot high steep slope area in the immediate southwestern corner of the site. The overall gradient of the western half of the site slopes primarily to the west-southwest at gradients generally in the range of 10 to 20 percent. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 E-10988 Page 4 The northeast trending drainage that separates the northern and southern knoll descends to the west-southwest but is bordered to the north by a south facing slope that forms the southern flank of the northern knoll. The south side of the drainage consists of a north-facing slope that extends up to the center of the southern knoll. To the east of the knolls the site slopes gradually to the east toward 138th Avenue East at gradients typically in the range of 5 percent and less. The immediate southwestern corner of the site also contains an approximately 20 to 30 foot high southwest-facing slope that descends offsite to the southwest at gradients of around 20 to 40 percent. The topography on the east side of 138th Avenue East is also defined by a series of knolls located along a northwest trending line between the southeast corner and north central portions of the eastern development area. The west side of the knolls slope gradually to the west at gradients of around 5 percent or less. To the east of the knolls, the site slopes to the east-northeast at gradients generally in the range of 5 to 10 percent. The north and south flanks of the three knolls descend from the center point of the features to the north and south at gradients of 10 percent and less. Large potions of the site consist of open pastureland that is vegetated by tall grass and localized areas containing dense growths of blackberry brambles. The immediate southwest corner of the site is vegetated with small to medium diameter trees. The site is also vegetated with localized decorative shrubs and plants and medium diameter trees in the vicinity of the existing residences that currently occupy portions of the site. Subsurface Subsurface conditions for the site and vicinity were evaluated by reviewing geologic maps, soil maps, and excavating fifteen (15) test pits at the approximate locations shown on Plate 2. Geologic Review Review of geologic maps indicates the site is underlain by glacial' till from the Vashon stade of the Frasier glaciation. The till consist of a compact, unsorted mixture of clay, silt, sand, and gravel. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Soil Review E-10988 Page 5 Review of the United States Department of Agriculture Natural Resource Conservation Service (formerly United States Soil Conservation Service) maps for King County indicates that the proposed development area is underlain by Alderwood gravelly sandy loam, 6 to 15 percent slopes. This soil has a moderate erosion hazard. Subsurface Exploration Subsurface conditions at the site were evaluated by excavating fifteen (15) test pits at the approximate locations shown on Plate 2. The test pits were excavated with a rubber-tired backhoe to a maximum depth of ten feet below grade. Our test pit logs are included as Plates A2 through A 16. Please refer to the test pit logs for a detailed description of the conditions encountered at each exploration location. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At our test pit locations, we typically encountered a six (6) to twelve (12) inch thick layer of topsoil and either grass or duff. The topsoil is characterized by its dark brown color, loose consistency, and the presence of roots and organic debris. The soil and vegetative layer is not suitable for support of foundations, slab-on-grade floors, or pavements. In addition, it is not suitable for use as structural fill, nor should it be mixed with material to be used as structural fill. Underlying the topsoil and vegetative layer, we generally encountered a surficial layer of loose to medium dense silty sand with gravel (Unified Soil Classification SM) over weathered to unweathered glacial till comprised of silty sand with gravel (SM). In Test Pits TP-3, TP-4, TP-5, TP-6, and TP-12 the surficial layer of silty sand and the underlying glacial till are separated by one and one-half to two and one-half feet of loose to medium dense poorly graded gravel (GP), poorly graded gravel with silt and sand (GP-GM), or poorly graded sand with silt and gravel (SP-SM). The weathered glacial till was generally encountered at three to four and one half feet below existing grade at our test pit locations. The glacial till generally became dense and less weathered at four and one half to six feet below existing grade. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Groundwater E-10988 Page 6 Moderate to heavy groundwater seepage was encountered at eleven (11) of our test pit locations at depths ranging from one to six feet below existing grade. The observed seepage is likely indicative of seasonal perched groundwater collecting above the underlying dense low-permeability glacial till encountered at our test pit locations. Based on conditions observed at our test pit locations, in our opinion, moderate to heavy, perched groundwater seepage could be encountered if grading is conducted during the wet season. The contractor should be made aware that groundwater levels are not static. There will likely be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rates are greater in the wetter winter months (typically October through May). The contractor should be prepared to control groundwater if seepage is encountered in site excavations. Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classifications and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen (15) days following completion of this report unless we are otherwise directed in writing. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 CRITICAL AREA CONSIDERATIONS E-10988 Page 7 A part of our study was conducted to address potential geologic hazards within the subject site as defined in Renton Municipal Code Section 4-3-050 (Critical Areas Regulations) . The City of Renton identifies five different types of geologic hazards: steep slopes, landslide hazards, erosion hazards, seismic hazards, and Coal Mine Hazards. The City's criteria for those various hazard areas are defined as follows: Steep Slopes The boundaries of a regulated steep sensitive or protected slope are determined to be in the location identified on the City of Renton's Steep Slope Atlas. RMC 4-3- 050B.4.b. As noted in RMC 4-3-050B.1 .c, the City's steep slope types are: Sensitive Slopes: gradients of 25 to 40 percent Protected Slopes: gradients steeper than 40 percent Erosion Hazard Areas The City of Renton has two classifications of erosion hazard areas. Low Erosion Hazard (EL): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having slight or moderate erosion potential, and that slope less than fifteen percent (15%). RMC 4-3-050B.4.d.i. High Erosion Hazard (EH): Areas with soils characterized by the Natural Resource Conservation Service as having severe or very severe erosion potential, and that slope more steeply than fifteen percent (15%). RMC 4-3-050B.4.d.ii. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY I I I I I I I I I I I I II I I I I Conner Homes January 28, 2004 Landslide Hazard Areas E-10988 Page 8 There are four classifications for landslide hazard: low, medium, high, and very high. Lo w Landslide Hazard (LL): Areas with slopes less than fifteen percent (1 5 %). RMC 4-3-050B.4.c.i. Medium Landslide Hazard (LM): Areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils that consist largely of sand, gravel or glacial till. RMC 4-3-050B.4.c.ii. High Landslide Hazards (LH): Areas with slopes greater than forty percent (40%)' and areas with slopes between fifteen (15%) and forty percent (40%) and underlain by soils consisting largely of silt and clay. RMC 4-3-050B.4.c.iii. Very High Landslide Hazards (LV): Areas of known mappable landslide deposits. RMC 4-3-050B.4.c.iv. Seismic Hazards Seismic hazards are classified under the two following categories: Low Seismic Hazard (SL): Areas underlain by dense soils or bedrock. These soils generally have site coefficients of types S 1 or S2, as defined in the Uniform Building Code. RMC 4-3-050B.4.e.i. High Seismic Hazard (SH): Areas underlain by soft or loose, saturated soils. These soils generally have site coefficients of types S3 or S4, as defined in the Uniform Building Code. RMC 4-3-050B.4.e.ii. . Coal Mine Hazards The City of Renton has three categories of coal mine hazards: low, medium, and high. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. RMC 4-3-050B.4.f.i. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 9 I I I I I I I I I I I I I I I I I January 28, 2004 Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred feet (200') for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. RMC 4-3-050B.4.f.ii. High Coal Mine Hazard (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred feet (200') in depth of steeply dipping seams, or shallower than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. RMC 4-3-050B.4.f.iii. Geologic Hazard Review Portions of the site appear to meet the City of Renton's criteria for steep slope, erosion, and landslide hazards. Potentially liquefiable soils were not encountered at our exploration locations; therefore the site does not meet the criteria for seismic hazard areas. Based on review of historical coal mine records, the site does not meet the requirements for coal mine hazards. The following sections of our study specifically address the steep slope, erosion, landslide, seismic, and coal mine hazard areas. Steep Slopes Most of the site consists of gently rolling topography, with slope gradients of less than 15 percent. However, in the southwest corner of the site, in Tract H and west of Lot 60 shown on Plate 2, Test Pit Location Plan, is a fifteen (15) to thirty (30) foot high descending slope. The slope has a gradient of 30 to 40 percent. As ~oted above, the City of Renton designates two classifications for slopes with gradients of 25 percent or more. These areas are defined as Sensitive Slopes (25 to 40 percent) and Protected Slopes (greater than 40 percent). The steep slope area in the southwest corner of the site meets the criteria of Sensitive Slopes and Protected Slopes. No development is planned within the Sensitive and Protected Slope areas. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 10 I I I I I I I I I I I I I I I I I January 28, 2004 Erosion Hazard Areas The soils underlying the site consist of Alderwood gravelly sandy loam, 6 to 1 5 percent slopes. This soil has a moderate erosion potential and meets the city of Renton's classification of Low Erosion Hazard (RMC 4-3-050B.4.d.i). The localized steep slope area in the southwest portion of the site is steeper than 15 percent, as such, the southwest slope would be is classified a High Erosion Hazard under the City of Renton's criteria (RMC 4-3-050B.4.d.ii). Erosion in the proposed development area will need to be controlled using best management practices. Our test pits indicate that the soils that should be encountered during construction will primarily consist of fine-grained silt and silty sand. This soil is susceptible to erosion due to sheet flow. The erosion control plan should include measures for reducing concentrated surface runoff and protecting disturbed or exposed surfaces by mulching and revegetation. The temporary erosion and sedimentation control plan should include the following: • Where practical, maintain vegetation buffers around cleared areas; • Cover exposed soil stockpiles; • Hydroseed or place straw mulch in areas where grading is completed; • Divert water away from the top of slopes; • Use silt fences and straw bales around the lower portions of the site perimeter; and • Coordinate clearing, excavation and erosion control to reduce exposed areas. The erosion control measures should be reviewed on a regular basis to verify they are functioning as intended. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 11 I I I I I I I I I I I I I I I I I January 28, 2004 Landslide Hazard Areas The localized steeply sloping area in the southwest portion has a slope gradient in excess of 40 percent and meets the City of Renton's landslide hazard classification for a High Landslide Hazard (RMC 4-3-050B.4.c.iii). As part of our field exploration, we traversed the southwest slope area to observe indications of past instability and potential future instability. During our reconnaissance, we did not observe any indications of shallow debris flow failures, or signs of deep-seated or global instability. However, based on our experience with similar projects, the loose to medium dense granular soils that underlie the site are susceptible to erosion and shallow debris flows if surface and subsurface groundwater are not controlled during and after construction. Debris flow failures are relatively common on the steep slopes comprising the perimeters of the glacial drift uplands in the Puget Sound Basin. When the loose, surficial soils become saturated during periods of heavy precipitation, irrigation, or by uncontrolled surface water they can fail along a contact with underlying soils with a lower permeability. These failures typically involve the upper three to four feet of the slope face and will comprise several tens of cubic yards of soil and vegetation. The result of these shallow failures is the slow inland migration of the top of slope and the deposition of a fan of colluvium at the toe of the slope. During our reconnaissance, we also observed that several of the small diameter trees growing on the slope have curved trunks. The curvature is consistent with deformation initiated by shallow creep of surficial soils, which is a normal slope process. The remaining large trees located in the western portion of the site do not appear to be affected by the creep. The observed creep is likely occurring within a three to five foot thick zone of loose surficial material. The curvature observed is not indicative of deep- seated instability. In Qur opinion, the observed creep should not be affected by future development, nor should the gradual creep adversely impact the proposed development provided site drainage is controlled. Construction Setbacks The building setback should be based on physical slope characteristics (such as slope height, slope inclination, soil type, surface water drainage and hydrology) along with the intended life of the structure. Based on the results of our reconnaissance, exploration, and engineering analyses, a minimum building setback of twenty-five (25) feet from the top of the steep slope area in the southwest portion of the site should be maintained. Earth Consultants, Inc. I I I· I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Seismic Hazard Areas E-10988 Page 12 The soils encountered at our test pit locations primarily consist of silty sand and silt, range from loose to dense, and do not contain an established groundwater table. In our opinion, these soils would not be susceptible to liquefaction. In accordance with the City of Renton's classification system, the site meets the criteria for a Low Seismic Hazard (RMC 4-3-050B.4.e.i). An additional discussion of the seismic hazards is provided in the following Seismic Design Considerations section of this study. Coal Mine Hazards Portions of Renton contain abandoned coalmines that can adversely impact a site. As part of our study, we reviewed information in our library and files and reviewed DNR coal mine records for information pertaining to historic coal mining operations in the vicinity of the site. During our field exploration, we did not observe any surface or subsurface indications of coal mining activity, such as mine tailing piles, abandoned mine openings, or abandoned mining equipment, all of which are typically found near coal mine operations. As part of our study, we also reviewed the Washington State Coal Mine Map Collection: A Catalog, Index, and Users Guide, Open File Report 94-7, prepared by the Washington Division of Geology and Earth Resources, dated June 1994. Based on the results of our file review, in our opinion, the site is not underlain by coalmine workings and has a Low Coal Mine Hazard designation (RMC 4-3-050B.4.f.ii). DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, in our opinion, the site can be developed generally as planned, provided the recommendations contained in this report are followed. Building support can be provided using conventional spread and continuous footing foundation systems bearing on competent native soil or on structural fill used to modify existing site grades. Slab-on-grade floors may be similarly supported. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 E-10988 Page 13 The site is underlain by up to four and one half feet of loose native granular soils. If very loose to loose existing fill or native soil is encountered at construction subgrade elevation, it should either be compacted in-place to the requirements of structural fill or it should be overexcavated and replaced with structural fill. This report has been prepared for specific applicat,ion to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Conner Homes and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The building and roadway areas to receive structural fill should be stripped and cleared of surface vegetation, organic matter, and other deleterious rt,aterial. Based on the thickness of the topsoil and vegetative cover encountered in our test pits, a stripping depth of approximately 6 to 1 2 inches for most of the site with localized areas as deep as 18 inches should be anticipated. The actual stripping depth should be based on field observation at the time of construction. Root balls from vines, brush, and trees should be grubbed out to remove roots greater than about one-inch in diameter. The depth of excavation to remove root balls could exceed two and one half feet below the existing ground surface. Depending on the grubbing methods used, disturbance and loosening of the subgrade could occur during site grubbing. Soil disturbed during grubbing operations should be compacted in-place to the requirements of structural fill. Stripped materials should not be mixed with materials to be used as structural fill. The stripped soil materials may be "wasted" on site in non-structural landscaping areas or they may be exported off site. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 14 I I I I I I I I I I I I I I I I I January 28, 2004 Following the stripping operation and excavations necessary to achieve construction subgrade elevations, an ECI representative should observe the ground surface where structural fill, foundations, or slabs are to be placed. Soil in loose or soft areas, if recompacted and still excessively yielding, should be overexcavated and replaced with structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. ECI can provide recommendations for geotextiles, if necessary. Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (1 2) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation 0-1557-91 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Structural fill in roadway and public right-of-way areas should be compacted in accordance with the City of Renton's requirements. Renton requires structural fill in roads and right-of-way areas be compacted to 95 percent of maximum density in accordance with ASTM Test Designation 0-1557 (Modified Proctor). Based on the results of our laboratory tests, the on-site soils at the time of our exploration appeared to be near their optimum moisture content and should be suitable for use as structural fill. However, laboratory testing indicates the site soils have between 1 and 27 percent fines passing the No. 200 sieve. Soil with fines in excess of around 5 percent will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum level. If the site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import a soil that can be compacted. During dry weather, non-organic, compactable granular soil with a maximum grain size of four inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of four inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for the possibility of importing a material meeting this specification. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Slope Fill Placement 1 E-10988 Page 15 In our opinion, the placement of fill on a sloping grade is acceptable, however, where the slope gradient exceeds 25 percent, the fill must be adequately keyed and benched into the slope. This process should consist of excavating a keyway at the toe of the planned fill. The keyway should have a width of about six to eight feet and a depth of at least two feet into medium dense to dense native soil. The slope above the keyway should then be cut into a series of horizontal to slightly inward sloping benches. Typically, the benches are excavated with a small bulldozer as the fill is brought up. The width of the benches will vary with the gradient of the slope, usually the gentler the slope, the wider the benches. Plate 3, Slope Fill Placement shows a schematic diagram of the keyway and benches. Foundations Based on the results of our study and provided our recommendations are followed, in our opinion, the future single-family residences can be supported on conventional spread and continuous footing foundation systems bearing on competent native soil or on structural fill used to modify site grades. If loose fill or native soil is encountered at construction subgrade elevations, it will be necessary to either compact the soils to the requirements of structural fill or to overexcavate the loose soils and replace them with a minimum of twelve (1 2) inches of structural fill. Exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. Continuous and individual spread footings should have minimum widths of sixteen (16) and eighteen (18) inches, respectively. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 E-10988 Page 16 With foundation support obtained as described, for design, an allowable soil bearing capacity of two thousand five hundred (2,500) psf can be used for competent native soils, native soil compacted to the requirements of structural fill, or for newly placed structural fill used to modify site grades. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of three against actual shear failure. For short-term dynamic loading conditions, a one-third increase in the above allowable bearing capacities can be used. With structural loading as expected, total settlement of less than one inch is anticipated with differential movement of less than one-half inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passiye soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred fifty (350) pounds per cubic foot (pcf). These lateral resistance values are allowable values, a factor-of-safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not. acceptable. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Slab-on-Grade Floors Slab-on-grade floors can be supported on competent native soil, native soil compacted in- place to the requirements of structural fill, or on structural fill used to modify site grades. Subgrade soils that are loose or disturbed during construction should either be compacted in-place to the requirements of structural fill or overexcavated and replaced with structural fill. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 E-10988 Page 17 Slabs should be provided with a capillary break consisting of a minimum four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane should be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Retaining Walls Retaining walls should be designed to resist the lateral loads imposed by the retained soils. Walls that are designed to yield can be designed to resist the lateral earth' pressures imposed by an equivalent fluid with a unit weight of thirty-five (35) pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to fifty (50) pcf. These values are based on horizontal backfill and that surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads will not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressure. The passive pressure, friction coefficient, and allowable bearing capacity previously provided in the Foundations section of this study are applicable to the retaining wall design. To reduce the potential for hydrostatic forces building up behind the walls, free- standing retaining walls and foundation walls should be backfilled with free-draining material extending at least eighteen (18) inches behind the wall. The free-draining backfill should consist of pea gravel or washed rock with a fines content of less than 5 percent, based on the minus 3/4-inch fraction. A rigid, four-inch diameter, schedule 40, perforated PVC or SDR 35 drainpipe should be placed at the base of the wall, and should be surrounded by a minimum of one cubic foot per lineal foot with three-eighths inch pea gravel. The pipe should be placed with the perforations in the down position. The remainder of the backfill should consist of structural fill. A typical retaining wall drainage and backfill detail is provided on Plate 4. Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude Nisqually earthquake. Earth Consultants. Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 18 I I I I I I I I I I I I I I I I I January 28, 2004 There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty.,five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion, that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the liquefying soils. J In our opinion, the potential for liquefaction induced settlement of the soils encountered at this site should be negligible provided the recommendations contained in our study are followed; This conclusion is based on the absence of a shallow groundwater table in the immediate vicinity of the proposed residential lots. Ground Motion Response The 1997 UBC seismic design section provides a series of soil types that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type Sc, Very Dense Soil and Soft Rock, from Table 16-J should be used for design. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY Conner Homes E-10988 Page 19 I I I I I I I I I I I I I I I I I January 28, 2004 Excavations and Slopes The following information is provided solely as a service to our client. . Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities, such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and Federal (OSHA) safety regulations. Based on the information obtained from the subsurface exploration, the loose to medium dense soils encountered in the upper portion of the test pit locations would be classified as Type C by OSHA/WISHA. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1 .5H: 1 V (Horizontal:Vertical). The underlying dense to very dense glacial till encountered at our test pit locations would be classified as Type A by OSHA/WISHA. Temporary cuts greater than four feet in height in Type A soils should be sloped at an inclination of 0.75H:1V. Where groundwater seepage is encountered the saturated to waterbearing soils should be treated as a Type C soil and should be cut no steeper than 1.5H:1V. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H: 1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and to improve stability of the surficial layer of soil. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Site Drainage E-10988 Page 20 Moderate to heavy groundwater seepage was encountered at eleven (11) of our test pit locations at depths ranging from one to six feet below existing grade. The observed seepage is likely indicative of seasonal perched groundwater collecting above the underlying dense to very dense low-permeability glacial till encountered at each of our test pit locations. If seepage is encountered during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. The appropriate locations of subsurface drains, if needed, should be established during grading operations by ECl's representative at which time the seepage areas, if present, may be more clearly defined. During construction, the site must be graded such that surface water is directed away from construction areas and the steep slope area located in the immediate southwestern corner of the site. Water must not be allowed to stand in areas where foundations, slabs, or pavements are to be constructed. Loose surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the future residences and the steep slope area in the southwestern corner of the site. The ground should be sloped at a gradient of 3 percent for a distance of at least ten feet away from the residences. Footing drains should be installed around the perimeter of the residences at or just below the invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on Plate 5. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline system~. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY Conner Homes January 28, 2004 Utility Support and Backfill E-10988 Page 21 The site soils should generally provide adequate support for utilities. Where'loose soils or unstable conditions are encountered, remedial measures such as overexcavating soft soils or compacting subgrade soils exposed in the trench bottom may be required. In addition, at our test pit locations we encountered interbeds of cohesionless soils that caved in the loose to medium dense cohesionless soils. Caving of trench walls should be anticipated in trench excavations. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignlJ1ents, particularly in pavement areas. It is important that each section of utility line is adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to about 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. The following pavement section for lightly-loaded areas can be used: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (A TB) material. We will be pleased to assist in developing appropriate pavement sections for heavy traffic zones, if needed. Earth Consultants, Inc. I I GEOTECHNICAL ENGINEERING STUDY I I I I I I I I I I I I I I I I I Conner Homes E-10988 January 28, 2004 Page 22 Pavement materials should conform to WSDOT specifications. The use of a Class S' asphalt mix is suggested. LIMITATIONS Our recommendations and conclusions are based on the observed site materials, selective laboratory testing, engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical engineering services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I Reference: King County Map 656 By Thomas Brothers Maps Dated 2004 '- 'I' NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. ST '" JJRf) ST z > « "" 3411i £5 « Sl ~ :', ~ .... ;'!; ."",~~.s~n~t~m.!~ COnstructon Testing & leBO I WABO Inspection services Vicinity Map Laurelhurst King County, Washington Drwn. GLS Date Jan. 2004 Proj. No. 10988 Checked SOD Date 1/27104 Plate 1 I I I I I I I I I I I I I I I I I I I [~~ ~ ~ r ~[=~ ~ r-----l-~9---; -/-=1-T -l.~ -1--T --I rl 68 I 67 I 66 I 65 I I 1,,/' I ~ --1---1 '? 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I- I 9 1 10 111 I 12 I 14 I ~-~-W-----TJ --, -1-/------~/-t r--/' I I I I I r-- --, \ I I ,1 I <!l 57 / / 1 <, 1 1 _ ,-_I - --_' _ I 13 I I;' 41 \1 45 I I u I _ _ ,k Tract V .,/" I I --.. ~ --i 'I 1!Il I' Tl ./ /' I i ' r -. """" / ,;' "1'-1 \ -1----'::t, . 1 56 I I I ' I I ' (Tr~ctU I 1--1-r ~ ---,,~./ 1 \ I I -=-=/,~,-' f---1--~ J--:::~.r -JJ I I ~10 1\ "" (/42 I 43 'I---44 1 _ I r il TP-51 I vI" / 8 : 7 : ~6 II, 5 \ \ / II II -1 l-T -54' I 55 1 I 58 i 59.--( --I T~ 2 I II I ~ / f'.... ) 'I I 1 -~-.~ } J -, I---_1_ ~ _ -'r--~ __ /1 --' --.. -- - - _ '-'---.--1-_~I.IP=4/ '\ \ 1 1 7 /! ~""" ' >1 '/ / I 370 I I • J -----t -~ 1,/ I --.. _ TP-6 / '1 / I ... / / 380 I ,1 I 2 I 3 114 I ;'" , 1-1--1--I -1-=-fT --:I-l-'-~I:---~--~,. _ d.// /350 I 1 1 I I ) ( Tract E ,'Iii,. .-I 1 \ / \ '--=:: .;:''''''.//'/ /1/ ,/ t - - - -= ~ ---"--I 70 I 69 I 68 I 67 I 66 j 65 I 64 I 63 I 62 I -i,t 60 \ l-/'''''--: ,,/ / --_ _ ___ I I I I I/," I I I I I/',/ P-3 \ 1/ ~ 77act11 I - --,-________ ... -.... I / _ '" ...-61 "......? / I I " - --""""\--I--1--L--/1_ -....J __ L ,L --.J. ""/':;'L __ r:...-~~_/ ___ _ c-. ........ / _ .,,- 1 I \ I //',r-/ I I, " 400 390 380 370 380 350 Approximate Scale o 75 150 300ft. LEGEND TP-1-f-Approximate Location of ECI Test Pit, Proj. No. E-10988, Dec. 2003 '---l I I Subject Site --_ .... 12 Proposed Lot Number NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, Inc. Geotedmlca1 Engineering. Geology, Environmental SCIences Construction Testing & ICBO / WABO Inspection Services Test Pit Location Plan Laurelhurst King County, Washington DMn. GLS Date Jan.2004 Proj. No. 10988 I Ch~ked SOD Date 1/27/04 Plate 2 t I I I I I I I I I I I I I I I I I I I STANDARD NOTES • Slope should be stripped of topsoil and unsuitable materials prior to excavating key way or benches. • Benches will typically be equal to a dozer blade width, approximately 8 feet, but a minimum of 4 feet. • Final Slope gradient should be _ : _ (Horizontal: Vertical). • Rnal Slope face should be densified by over-building with compacted fill and trimming back to shape or by compaction with dozer or roller. • Planting or Hydroseeding slope face with a rapid growth deep rooted vegetative mat will reduce erosion potential of slope area. "Key" • Use of pegged-in-place jute matting or geotechnical fabric will help maintain the seed and mulch in place until the root system has an opportunity to germinate. • Structural Fill should be placed in thin loose lifts not exceeding 10 inches in thickness. Each lift should be compacted to no less than the degree specified in the site preparation and Earth Work Section of this report. No additional lift should be placed until compaction is achieved. Typical DBench" 4 feet minimum width LEGEND Free draining, organic free, granular material with a maximum size of 3 inches, containing no more than 5 percent fines (silt and clay size particles passing the No. 200 mesh sieve) or other material approved by Geotechnical Engineer. Key Way Fill is same as Structural Fill described above. Key Way should minimum 2 feet deep and 6 feet wide, extending the full length of the slope face. Approximate original grade. SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING' • Earth Consultants, Inc. Geotechnical Engineers, Geologists & Environmental Scientists Construction Testing & ICBO I WABO Inspection services SLOPE FILL PLACEMENT Laurelhurst King County, Washington Drwn. GLS Date Jan. 2004 Proj. No. 10988 Checked SOD Date 1/29/04 Plate 3 I I I I I I I I I I I I I I I I I I I 1" Drain Rock WEEP HOLE DETAIL 111=111=111 1foot min. 1 ... 18 inches min .• 1 Excavated Slope Perforated Pipe Wrapped with Filter Fabric 1 foot min. Compacted Subgrade STANDARP NOTES 1) Free Draining backfill should consist of granular soil having no more than 5 percent passing the #200 sieve and no particles greater than 4 inches in diameter. The percentage of particles passing the #4 sieve should be between 25 and 75 percent. 2) Structural backfill should be free of organics, clayey soils, debris and other deleterious materials. It should be placed at or near the optimum moisture content. 3) Where weep holes .are utilized, surround each weep hole with 3 cubic feet of 1 inch drain rock. Maximum horizontal spacing of. weep holes should be 6 feet. 4) Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Drain line should be bedded on and surround with free draining 1 inch drain rock. The drain rock may be encapsulated with a geotechnical drainage fabric at the engineers discretion. ~.:: • .o.:.: .·.~·:·.o. ~ .. ! 0···· .. -.. LEGENP Surface Seal; Native Soil or other Low Permeability Material Free Draining Backfill Structural Fill compacted to 90 percent relative compaction 1 inch Drain Rock SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING e~h""S,?~I.t~l!~~.:.,~S . Construction Testing & lCBO I WABO Inspection Services RETAINING WALL DRAINAGE AND BACKFILL Laurelhurst King County, Washington Drwn. GLS Date Jan. 2004 Proj. No. 10988 Checked SOD Date 1/29/04 Plate 4 I I I I I I I I I I I I I I I I I I I 6 inch min. o 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric f 2 inch min. 14 inch max. LEGEND Surface seal; native soil or other low permeability material. 1" Drain Rock Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. 12 inch min. I / .. , 18 inch min. .1 t 2 inch min. SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING • ~~h",£,<?~~t~~~,!!!,~~ " " Construction Testing & ICBO I W ABO inspection Services TYPICAL FOOTING SUBDRAIN DETAIL Laurelhurst King County, Washington Drwn. GLS Date Jan. 2004 ProJ. No. 10988 Checked SOD Date 1/29/04 Plate 5 I I I I I I I I I I I I I I I I I I I APPENDIX A FIELD EXPLORATION E-10988 Our test pit exploration was performed on December 31, 2003. The subsurface conditions at the site were explored by excavating fifteen (15) test pits to a maximum depth of ten feet below existing grade. The test pits were excavated by Northwest Excavating, subcontracted to ECI, using a rubber-tired backhoe. The approximate test pit locations were determined by pacing from site features depicted on a preliminary site plan provided by the client. The elevations were estimated based on topographic data shown on the site plan. The locations and elevations of the test pits '-' should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Test Pit Location Plan, Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered, maintained a log of each test pit, obtained representative samples and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System that is presented on Plate A 1 , Legend. Logs of the test pits are presented on Plates A2 through A 16. The final logs represent our interpretations of the field logs and the results of the laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were collected and returned to our laboratory for further examination and testing. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I MAJOR DIVISIONS Coarse Grained Soils More Than 50% Material Larger Than . No. 200 Sieve Size Fine Grained Soils More Than 50% Material SmalierTl'an No. 200 Sieve Size . Gravel And Gravelly Soils More Than )50% Coarse Fraction Relained On No.4 Sieve Sand And Sandy Soils More Thiln 50% CO'arse Fraction Passing No.4 Sieve Sills Arid Clays Sills And Clays Clean Gravels (little or no fines) Gravels With Fines ( appreciable amount of fines) Clean Sand (lillie or no fines) Sands With Fines (appreciable .amounl of fines) Liquid Limit Less Than 50 Liquid Limit Greater Than 50 Highly Organic Soil5 Topsoil Fill , GRAPH !SYMBOL ...v ...v ...v ...v ..J IXXXXXXX LETTER SYMBOL TYPICAL DESCRIPTION Well-Graded Gravels, Gravel-Sand Mixlures, Lillie Or No Fines Poorly-Graded Gfavels, Gravel- Sand Mixlures, Lil.lle Or No Fines Silty Gravels, Gravel-Sand- Sill Mixtures Clayey Gravels, Gravel -Sand- Clay Mixlures Well-Graded Sands, Gravelly SandS, Little Or No Fines Poorly -Graded Sands, Gravelly Sands, Little Or No Fines Silly Sands, Sand -Sill Mixtures Clayey Sands, Sand -Clay Mixtur.es Inorganic Sills & Very Fine Sands, Rock Flour Clayey Fine Sands; Clayey Silts wI Slight Plasl InprganicClays Of Low To Me~ium Plaslicity, Grav!llly Clays, Sandy Clays, Siliy 'Clays, Lean Organic Silts And Organic Silly Clays Of Low Plasticily Inorganic Silts, Micaceous Or Diatomaceous Fi"I>. Sand Or Silly Soils Inorganic Clays Of High Plasticity, Fat Clays. Organic Clays Of Medium To High Plasticity, OrganiC Sills Peat, Humus, Swamp Soils With High Organic Conten.ts Humus And Duff Layer HI"hly Variable Constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. C qu W P * pet LL PI DUAL SYMBOLS are used to indicate borderline soil classification. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, Ibs. per cubic ft. LIQUID LIMIT, % PLASTIC INDEX Earth Consultants Inc. (i<.:Oll',dmicc.t1 HllgIHc~crs, Geologists &. Envlr~UHc.!lllal Sck;nUsts I 2" 0.0. SPLIT SPOON SAMPLER ]I 24" 1.0. RING OR SHELBY TUBE SAMPLER I WATER OBSERVATION WELL sz DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION ~ SUBSEQUENT GROUNDWATER LEVEL WI DATE LEGEND Proj. No.10988 Date Jan.2004 Plate Al I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Laurelhurst Job No. 10988 I Logged by: EW Excavation Contactor: NW Excavating Notes: General Notes W (%) 14.3 9.8 ~.8-.s::; ~ Q.. a. 0.. ~~GlU:E C!)(J) o·~ -v --v 1 i-- 2- i-- 3 f-- 4 f-- f-- 5 f-- i-- 61-- (J):8 <.) E (J) >-:::>(J) TPSL SM SM I D~~/31/03 Test Pit No.: TP-1 Ground Surface Elevation: 402' Surface Conditions: Depth of Topsoil 12": blackberry brambles TOPSOIL Reddish brown silty fine SAND with gravel, loose, moist -15.9% fines Gray silty medium SAND with gravel, medium dense, moist -becomes ve!'L dense of 1 Test pit terminated at 6.5 feet below existing grade. No groundwater encountered during excavation. NOTES: Test pits excavated by NW Excavating using a rubber tire backhoe. Elevations estimated based on topographic data contained on Preliminary Site Plan provided by client. ~~--------~--~--~--~~----~------------r------------------------------------------; ~ ~ Test Pit Log § ~ ~~~~~~&l!~!~,!~~. ~ng c~~~:,I~~:~ington ~~-------------r------------~--------------+-------------~--------------~-----------; E Proj. No. 10988 .1 Own. GLS I Date Jan. 2004 Checked SOD J Date 1/28/04 I Plate A2 t-i:::S""':ubs--';"urf":"a-ce--co-n-::dit:-:-io-n-s -=-dep-!-Ict:-"ed-=--rep-r-ese--nt:-"o-u-r obse-=---rvat..l....::-lo-n-s-at:-:t:-"he""':t::-lm-e-a-nd-:-:-locat~lo-n-of-:-::-th::-IS-exp--:-lo-rat-:"o-ry""':h:-O":'"Ie.L, m--od":::ifj::-"Ied"":":-by-e-n""':gl:-nee---:nn-g-:tes---+ts-, -an-a":""Iys-:ls-a-n""':d:-----I judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Infnrrnofinn nrooontGt"'l """ thie! II'V'I I Test Pit Log I I I I I I I I I I I I I I I I I I Project Name: Laurelhurst Job No. 10988 Logged by: EW Excavation Contactor: NW Notes: General Notes W (%) 17.0 6.3 9.5 5 SM 6 GLS represent our judgment. They are not necessarily representative Inf~atinn nroc!ont~ nn +hie IIV'I Date: 12/31/03 Surface Conditions: Depth of Topsoil 8" Test Pit No.: TP-2 Sheet 1 Ground Surface Elevation: 384' of 1 Reddish· brown silty fine to medium SAND with gravel, loose, moist Brown poorly graded GRA with sand, medium dense, moist to wet -water Gray silty fine SAND with gravel, dense, moist -27.3% fines -becomes Test pit terminated at 6.5 feet below existing grade. Perched groundwater seepage encountered at 4.0 Teet during excavation. Test Pit Log Laurelhurst King County, Washington of I I I I I I I I I I I I I I I, ~ s I 6 C) hl .., Q. C) I ~ § I ~ Iii w l- I Test Pit Log Project Name: Laurelhurst Job No. 10988 I Logged by: EW Excavation Contactor: NW E:.......ayc:lLlIl~ Notes: General Notes W (%) 14.5 .~ -.8.c GI -a· Q. ~~ Glii: E Cl en 0 ~ f-- 1 r- - en:8 (,) E en >-:::len SM Surface Conditions: Test Pit No.: TP-3 Ground Surface Elevation: 380' Depth of Topsoil 10" Reddish brown silty fine SAND with gravel, loose, moist of 1 2r-~~=-~-=------~--~~~~~~~--~--~--~----~~--~--; GP Brown poorly graded GRAVEL with sand, medium dense, moist to wet • ~ .•.. 4.4 • t· • • ~.-. 15.9 - 3- - 4-.-medium.water 5-SM Gray silty fine SAND with gravel, medium dense, moist - 6- - 7~~----+--------------------------------------=------------~ Test pit terminated at 7.0 feet below existing grade. Perched -becomes very dense groundwater seepage encountered at 4.0 reet during excavation. Test Pit Log Laurelhurst King County, Washington Proj. No. 10988 I Own. GLS I Date Jan.2004 Checked SDD I Date 1/28/04 J Plate A4 I Test Pit Log I Sh~ I I I I I I I I I I I I I I I I I I b (!) iii ~ ~ § ~ Iii I- Project Name: of Laurelhurst 1 Job No. I Logged by: I Date: Test Pit No.: 10988 EW 12/31/03 TP-4 Excavation Contactor: Ground Surface Elevation: NW Excavating ~ 392' Notes: 0-.r= .9l en o Surface Conditions: Depth of Topsoil 10" General W :2.8 0.. . 0.. 0.0 Notes Q.E Gl it E en E ("!o) I!! >-o to :J >-C)en en en -V r--TPSL TOPSOIL I"~ 1 SM Reddish brown silty fine to medium SAND with gravel, loose, moist 12.7 U r-- 2 ••• GP Brown poorly graded GRAVEL with sand, medium dense, moist to wet t _. r--... , 3 r-- 6.6 !.! r---0.9% fines, gravel lens, medium water seepage til 4 SM Gray silty fine SAND with gravel, very dense, moist 9.9 r-- 5 Test pit terminated at S.O feet below existinfe grade. Perched groundwater seepage encountered at 3.S eet during excavation. _~~,E.?~;;!~~,~. Test Pit Log Laurelhurst King County, Washington Proj. No. 10988 Own. GLS I Date Jan. 2004 Checked SDD Date 1/28/04 I Plate AS .. Subsurface conditions depicted represent our observations at the time and location of thiS exploratory hole, modified by englneenng tests, analysis and tudgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Inf",rrnofil'\" nr~Anf.::wi n" +hio IIV'I I I Test Pit Log Project Name: I Sh~ of Laurelhurst 1 Job No. I L~I1t: I O~~/31/03 Test Pit No.: 10988 TP-5 r-. ... :. von'd\AVI Ground Surface Elevation: I NW Exca'vdtill~ 400' Notes: I .s.! :8 .r:: j! cn:8 Surface Conditions: Depth of Topsoil 12" General W a a·a.. E Q) it E () E Notes (%) I!! in o RI cn >-(!) cn :::lcn I I I I -v r--TPSL TOPSOIL I 1 SM Reddish brown silty fine to medium SAND, loose, moist 14.3 r-- 2 GP Brown poorly graded GRAVEL with sand, medium dense, moist to wet ~. .. - !. • 3-• -16.9 • -gravel lens with only a trace of sand infilling t i 4--water 5-SM Gray silty fine SAND with gravel, dense, moist - 6--becomes very dense - I 11.0 7--heavy from 4' filled Cn..cIVClLlUI Test pit terminated at 7.5 feet below existin~ grade. Perched groundwater seepage encountered at 4.0 eet during excavation. I I I I I I ~ I b C! hi ...., Q. C! I I § !:: _~J;!E.?~}~~,~. Test Pit Log Laurelhurst King County, Washington I Q. Iii w l- I Proj. No. 1 0988 I Own. GLS I ~ate Jan. 2004 Checked SOD Date 1/28/04 I Plate A6 ~~~~~~ce~"",IU'''U'''' depicted represent our observations at the time and location of this eJCploratory hole, modified I1t engineering tests, analysis and IU~III""L. are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation I1t others of nr.c:M!Antarf nn thi~ II'V"I ' I Test Pit Log 1 Sh~ I I I I I I I I I I I I I I I I I I ~ 6 (!) ~ I § l-n: Iii I- Project Name: of Laurelhurst 1 Job No. I Logged by: I D~~/31/03 Test Pit No.: 10988 EW ~ -. Ground Surface Elevation: vv,,, ...... u,. NW::i\l..avdllllg 394' Notes: 0 :8 .c .9! (/):8 Surface Conditions: Depth of Topsoil 12" General W £. a . Q.. E GI u: E o E Notes (%) I!! ~ o nI (/)>> <!l (/) :::>(/) ~ -TPSL TOPSOIL ~ 1 -SM Reddish brown silty fine SAND with gravel, loose, moist 8.9 2 SP-SM Brown poorly graded SAND with silt and gravel, loose, moist -7.9 3 J--- I-- 4 SM Gray silty fine SAND with gravel, dense, moist I-- 51-- I-- 61---becomes very dense 12.5 I-- 7 Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. -~~~~~,~. Test Pit Log Laurelhurst King County, Washington Proj. No. 10988 I Own. GLS I Date Jan. 2004 Checked SOD 1 Date 1/28/04 I Plate A7 ~u.bsurface ~""'"UlllUIll' depicted represent our observations at the time an~.loca :iXe of this_~~~ ,,~u~L~~~~rncxlif!ed.~ ':'~:l!",~ .. :.t! t~~,. an~lysi~ and IU~YIllt1I1l. are not necessarily representative of other times and locations. cannot accept responsibility for the use or ... ... by others of nr~ont.::w-f "'" .hi~ Inn I Test Pit Log Project Name: I Sh~ of I I I I I I I I I I I I I I I· I I I ~ ~ b Cl i3 w il (!) I § ~ m Laurelhurst 1 Job No. I Logged by: I D~~/31/03 Test Pit No.: 10988 EW TP-7 Excavation Contactor: Ground Surface Elevation: NW Exca'vClLlI,g 403' Notes: 0 ~ en~ Surface Conditions: Depth of Topsoil 12" General W ~ %~i E o E Notes (%) !!! GILL en> C> ~ 0 ::>en '" -TPSL TOPSOIL ..J,. 1 -SM Reddish brown silty fine SAND with gravel, loose, moist 23.5 2 SM Brown silty medium SAND, loose, water bearing -19.1 3 SM Gray silty medium SAND, dense, moist - 4--cemented --becomes medium dense \ 5-11.7 -caving - 6--fines increase - 7- - 8- - 9- -10.9 10 Test pit terminated at 10.0 feet below existing grade. No groundwater seepage encountered during excavation. -~~.£?~}~~,~. Test Pit Log Laurelhurst King County, Washington Proj. No. 10988 J Own. GLS I Date Jan. 2004 Checked SOD I Date 1/28/04 I Plate A8 c!" , depicted represent our UU<M>' 'G"U' '" at the time and location of this eJeploratory hole, modified by engineering tests, analysis and :-'U~U'''''''''_ judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of 'nf","",ofinn nr~AnfOl'l nn .hie! I"", I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Laurelhurst Job No. 10988 I Logged by: EW Excavation Contactor: NW FX"""""lting Notes: General Notes ~-.8.t:: ~ Wa. a·a. I!!~Q)U:E (%) e> en 0 &1J ,j,-- en:8 () E en >-::len TPSL I Date: 12/31/03 Test Pit No.: TP-8 Ground Surface Elevation: 399' Surface Conditions: Depth of Topsoil 12" TOPSOIL of 1 20 .. 1 1r-~~~~~~~~~--~~~~~~~~--~~----~~~~~------~ SM Reddish brown silty fine SAND with gravel, loose, moist to wet 13.0 I11I1111 13.4 - 2- --decrease in gravel 3r-~~~~~~~~~~~~~~~~--~~------~~--~----------~ SM Gray silty medium SAND with gravel, dense, moist to wet - 4- - 5--becomes medium dense -fines increase - 6- --caving 7- - 8r-~----~~~~~--~~~~~~~~--~~----~~------~~----~ Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. &~--------~--~--~--~~----~------------~----------------------------------------~ ~ ~ Test Pit Log § ~ ~~~~~~!!~~~I!~~' ~ng c~~~:,I~~:~ington ; Proj. No. 10988 Own. GLS I Date Jan. 2004 Checked SDD I Date 1/28/04 I Plate A9 Subsurface ..." ,u,,,,,, ,;:; depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Inf"'rn'totinn nrAeQn+.ati nn +hiC! IIV'I I I I I I I I I I I I I I I I I I I II Test Pit Log Project Name: Laurelhurst Job No. 10988 I Logged by: EW Excavation Contactor: NW Excavating Notes: General W Notes (%) ~.8-.r:. ~ Q. a. 0-I!!~GlU:E (!) (/) 0 ~ (/):8 () E (/) >-:::l(/) TPSL I D~~/31/03 Test Pit No.: TP-9 Ground Surface Elevation: 393' Surface Conditions: Depth of Topsoil 12" TOPSOIL of 1 SM Reddish silty fine to medium SAND with gravel, loose, moist to wet 17.4 SM 12.0 Is (!) irl -heavy water seepage at l' Gray silty fine SAND with gravel, medium dense to dense, moist -contains silt lenses Test pit terminated at 6.5 feet below existing grade. Perched groundwater seepage encountered at 1.0 feet during excavation. ~r---------~--~--~--~~----~------------~-----------------------------------------; (!) ~ '" ~~~~U}~~~. ~ng Co~~:'~:hk1gton ~r--------------r------------~--------------+-------------~--------------~-----------; Test Pit Log ~ Proj. No. 10988 I Own. GLS I Date Jan. 2004 Checked SDD I Date 1/28/04 I Plate A10 f-'::::S~ubs~urf-:-a-ce--co-n-::dit:::-io-n-s ""7de-P-!-lct7"ed-:--rep-r-ese--n7"t o-u-r obs-:--e-rvat..L..::lon--s-at:-:t7"he~t~lm-e-a-nd-:-:-locat~lo-n-of'=:"th-:-ls-exp--;-lo-rat""7o-ry-h:-O-:-Je..L, -m-od-:::jf;;-ied-;--:-by-e-n~gl:-nee---:nn-g-:t-es-!-ts-, -an-a-:-Jys-:Is-a-n~d:-----' iudgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Inft'\t'rnafin" nroecnfAl"'l nn thie I"", . I Test Pit Log . Project Name: I Sh~ I I I I I I I I I I I I I I I I I I ! @ i § ~ m of Laurelhurst 1 Job No. I Logged by: I Date: Test Pit No.: 10988 EW 12/31/03 TP-10 Excavation Contactor: Ground Surface Elevation: NWF~ lIy 399' Notes: ~:8 .r. ~ (/):8 Surface Conditions: Depth of Topsoil 12" General W a . a. Notes Q.E GI u: E t> E (%) ~ » o 8l (/)>> Cl(/) ::J(/) -l.-I--TPSL TOPSOIL I 1 SM Reddish brown silty fine SAND with gravel, loose, moist I-- 19.5 21-- 31--SM Gray to brown silty medium SAND with gravel, loose, moist 17.1 I---medium water at 4' 4 SM Gray silty medium SAND with gravel, medium dense to dense, wet I-- 51-- I-- 61---becomes moist 13.8 I---18.3% fines at 6.5' 71-- I-- 81-- Test pit terminated at 8.5 feet below existing grade. Perched groundwater seepage encountered at 4.0 feet during excavation. _~2~~~,~· Test Pit Log Laurelhurst King County, Washington Proj. No. 1 0988 I Own. GLS I Date Jan. 2004 Checked SOD I Date 1/28/04 I Plate A11 Subsurface "'" 'u'uu,." depicted represent our UU<><1' vauu,,;:> at the time and location of this exploratory hole, modified by engineering tests,. analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Infnnnoti"n ",r~A"fM nn thie Inn I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Laurelhurst Job No. 10988 Logged by: EW Excavation Contactor: NW Notes: .Q :8 General W .c Q. E Notes (%) I!! Q; C) 20.7 21.0 13.7 .c QI 15......; "is. E QlU-0 cu CI) 2 CI):8 o E CI) >-::JCI) SM· Date: 12/31/03 Surface Conditions: Depth of Topsoil 6" Test Pit No.: Ground Surface Elevation: 399' Reddish brown silty fine SAND with gravel, loose, moist 3r-~~~+--=----~--~~~~=-~----~~--~--~--~----~~--4 SM Brown silty medium SAND with gravel, loose to medium dense, moist 4 5 SM Gray silty medium gravel, dense, moist to wet 6 -water seepage 7 -becomes moist 8 9 10r-~----+--=------------------------------------~~~--------4 Test pit terminated at 10.0 feet below existing grade. Perched groundwater seepage encountered at 6.0 feet during excavation. I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Laurelhurst Job No. I Logged by: 10988 EW .... Contactor: NW C~_, ~.;\ Ig Notes: W .Q :8 General -a E Notes (%) I!! >-C) CI) 19.2 " . 11.6 .~. t" 9.4 I .c ~ CI):8 a·a. QI u: E () E o ~ CI) >-:::>CI) I--SM 1 I-- 21--GP-GM I-- 3 SM I-- 41-- I-- 51-- I-- 61-- I-- 71-- I-- 81-- r-- 9 Surface Conditions: Depth of Topsoil 6" Test Pit No.: TP-12 Ground Surface Elevation: 404' Reddish brown silty fine SAND with gravel, loose, moist to wet, weathered of 1 Brown poorly graded GRAVEL with silt and sand, loose to medium dense, moist -11.1% fines Gray silty fine to medium SAND with gravel, very dense. moist , -becomes dense Test pit terminated at 9.0 feet below existing grade. No groundwater seepage encountered during excavation. ~ ~~--~~~~~~------~------------------~ I ~. Test Pit Log § ~ ~~~~~~1!~~~1!~~· ~ng c~~:,I~~:~ington ~r-------------.-------------~------------~-------------r--------------'---------~ m Proj. No. 10988 I Own. GLS I Date Jan.2004 Checked SOD I Date 1/28/04 I Plate A13 Subsurf~ce _"""U'UV"" ~~icted represent our observations at the time and location of this ~~hole. modified bv. b.:~"",,:"~ ,t! tes~."~~~~~L and I~~e"-t. are not n~sarily representative of other times and locations. We cannot accept responsibility for the use or ""'" '" .. , .... v., by others of ;nf" ......... ;"" nrooant.::.n 1'\" fhl~ Inn . I Test Pit Log Project Name: I Sh~ of I I I I I I I I I I I I I I I I I I ~ i ! ~ ii: ~ .... Laurelhurst 1 Job No. I Logged by: I D~~/31/03 Test Pit No.: 10988 EW TP-13 Excavation ~, .. ~~. Ground Surface Elevation: NW~' IIH 399' Notes: 0-en:8 Surface Conditions: Depth of Topsoil 10" General W :2.8 ~"i Q.E o E Notes (%) I!! >-QI LL. en >-(!len 0 ::len ""' TPSL TOPSOIL - ""' 1 .SM Reddish brown silty fine SAND with gravel, loose, moist -21.4 2- 3-SM Brown silty fine to medium SAND with gravel, loose, saturated to water 19.2 bearing - 4 111111 SM Gray silty fine SAND with gravel, dense, moist - 5- - 6 f---becomes medium dense , r-- 7f---increase in silt, becomes very dense 11.4 f-- 8 Test pit terminated at 8.0 feet below existin~ grade. Perched groundwater seepage encountered at 3.0. eet during excavation. _~~2?~~~~' Test Pit Log Laurelhurst King County, Washington Proj. No. 10988 I Own. GLS I Date Jan. 2004 Checked SDD I Date 1/28/04 I Plate A14 ~u!:>Surface. conditions ~~~ ~':'.r'."""'''' our~, y~"~,,., ~ the tim~.and!ocati!'.~ of this exploratory .hole, !!1.~~ledby engineering tests" an~lysi~ and ludgme~t. They are not """"""Q'"l representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Laurelhurst Job No. I Logged by: 10988 EW Excavation Contactor: NW Exca'vcnlll~ Notes: W .Q :8 General .r: Q. E Notes (%) I!! C) ~ 19.4 14.3 1111 11.6 ~ Proj. No. 1 0988 I Own. .r: ~ a . Q. Q) u: E o ~ r-- 1- - 2- 31-- I-- 4 I-- 51-- I-- 61-- I-- 71-- I-- 8 I--- I-- 9 I--- I-- 10 GLS (/):8 o E (/)>- ::J(/) SM SM SM Test Pit No.: TP_-J4 Ground Surface Elevation: 395' Surface Conditions: Depth of Topsoil 6" Reddish brown silty fine SAND with gravel, loose, moist Brown silty medium SAND with gravel, loose, moist to wet Gray silty fine SAND with gravel, dense, moist -becomes medium dense to dense -increase fines Test pit terminated at 10.0 feet below existing grade. Perched groundwater seepage encountered at 3.5 feet during excavation. Test Pit Log Laurelhurst King County, Washington of 1 I Date Jan.2004 Checked SDD I Date 1/28/04 I Plate A15 I I I I I I I I I I I I I I I I I I Is (!) @ Test Pit Log Project Name: Laurelhurst Job No. 10988 I Logged by: EW Excavation Contactor: NW Excavating Notes: General W Notes (%) 55.3 19.8 15.0 r-- 1 r-- r-- 2 r-- 3- SM ML Surface Conditions: Test Pit No.: TP-15 Ground Surface Elevation: 405' Depth of Topsoil 10" Brown silty SAND with gravel, loose, wet -water seepage Brown SILT with gravel, loose, moist to wet of 1 - 4~-b-----b------------------------------------------------------~ - 5- - 6r-- r-- 7r-- r-- 8- - SM Gray silty fine to medium SAND with gravel, dense, moist -sand lenses -caving 9~-b-----b~~--~--~--~~~~~~--~~----~~--~~--------~ Test pit terminated at 9.0 feet below existing grade. Perched groundwater seepage encountered at 2.0 reet during excavation. ~r---~----~--~--~--~~----~------------~-----------------------------------------; ~ § I- Test Pit Log Laurelhurst King County, Washington ~~-------------r------------~--------------+-------------~---------------T----------~ ~ Proj. No. 10988 I Own. GLS I Date Jan.2004 Checked SOD I Date 1/28/04 I Plate A16 Subsurface conditions dePicted represent our observations at the time and location of thiS exploratory hole, modified by englneenng tests, analysis and ludgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of 1nfnrrnafi"," nrA&!Antort nn thie 11'\1"1 I I I I I I 'I I I APPENDIX B I LABORATORY TEST RESUL TS I E-10988 I I I I I I I Earth Consultants, Inc. I, I Particle Size Distribution Report I I' I I I I I: .E .5 .5 .5 .5 .5 .5 ~ .5 0 0 0 0 0 0 l Sl !ll ~ 0 ... '" M N ~ It .. ~ It i .. .. 100 ~ ~' : 90 \' ".,,,,,, : ~ "'-~ 80 ~ '--'" ~ N 70 \ : ..... 0::: ,~: ~"\ w 60 Z \ :\. 1, u:: ~ ~ I-50 Z \' ~ \ w () : 0::: ~ : w 40 ~\ N a.. ,~: 30 : ( N :'-, f' ~ K: 20 ~ , , " ~ I 10 ~~ I', .i.. ; 0 200 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm I % COBBLES % GRAVEL %SANO % SILT % CLAY USCS AASHTO PL LL 0 41.0 43.1 15.9 SM I 0 14.1 58.6 27.3 SM /:; 70.1 29.0 0.9 GP , -- j I SIEVE PERCENT FINER SIEVE PERCENT FINER SQIL DESCRIPIIQN oTP-I: 2.0' -SM Reddish brown silty SAN[ inches 0 0 I:':. number 0 0 I:':. size size with gravel; Moisture 14.3% 1.5 100.0 100.0 100.0 #4 59.0 85.9 29.9 I 3/4 76.6 100.0 68.1 #8 51.9 79.8 21.5 DTP-2: 4.5' -SM Gray silty SAND with 3/8 67.8 92.2 42.2 #16 46.7 73.4 15.8 #30 41.5 64.5 8.7 gravel; Moisture 9.5% #50 32.8 50.1 2.4 /:; TP-4: 3.5' -GP Brown poorly graded GRA FI #100 22.8 36.5 1.2 #200 15.9 27.3 0.9 with sand; Moisture 6.6% L I >< GRAIN SIZE REMARKS: 060 5.14 0.474 15.8 0 Tech:ELW I 030 0.249 0.0940 4.79 010 0.674 o Tech:ELW >< COEFFICIENTS I Cc 2.15 /:; Tech:ELW Cu 23.41 o Source: Sample No.: TP-l Elev.lDepth: 2' I o Source: Sample No.: TP-2 Elev.lDepth: 4.5' /:; Source: Sample No.: TP-4 Elev.lDepth: 3.5' ,I EARTH Client: Conner Homes Project: Laurelhurst CONSULTANTS, INC. Project No.: E-10988 Plate Bl I I I I I I I I I I I I, I I I I I I I Particle Size Distribution .5 .5 .5 .5 .5 .5 .5 I:l .5 0 0 0 0 Sf ,;:;, :t Sl ~ ~ ~ 0 '" .., N ~ .., ;t It ;t i It It 100 :\ ~ k: .. :' . 90 ! ~~ ~ 80 ~\ ~, " 70 . . \: " 0::: W 60 Z : ~, ~ u:: ! \ .. 1 l-so ~ z r:\ , w i'\. :\ u 0::: 40 w Llo, '\ D. ~ .,,", 30 ~N N ~ "' 20 ~ : 10 0 200 100 1 1 0.1 GRAIN SIZE -mm % COBBLES % GRAVEL %SANO % SILT % CLAY 0 16.1 65.6 18.3 0 50.1 38.8 11.1 SIEVE PERCENT FINER SIEVE PERCENT FINER Inches 0 0 number 0 0 siZe size 1.5 100.0 100.0 #4 83.9 49.9 3/4 96.0 78.6 #8 75.3 39.3 3/8 91.7 62.9 #16 66.1 34.0 #30 55.8 29.5 #50 40.8 22.8 #100 26.9 15.9 #200 18.3 11.1 >< GRAIN SIZE 060 0.769 8.21 030 0.179 0.639 010 ~ COEFFICIENTS CC Cu o Source: Sample No.: TP-lO o Source: Sample No.: TP-12 EARTH Client: Conner Homes Project: Laurelhurst CONSULTANTS, INC. Project No.: E-10988 Report 8 ~ I: I: I: 0.01 0.001 USCS AASHTO PL LL SM GP-GM . .. SOIL DESCRIeIION o TP-lO: 6.5' -8M Gmy silty SAND with gravel; Moisture 13.8% DTP-12: 2.5' -GP-GM Brown poorly graded GRAEL with silt and sand; Moisture 11.6~ REMARKS: 0 Tech:ELW 0 Tech:ELW Elev.lDepth: 6.5' Elev.lDepth: 2.5' Plate B2 I I I I I I I, I I I I I I I I I I I I 3 Copies 2 Copies DISTRIBUTION E-10988 Conner Homes 846 -108th Avenue Northeast, Suite 202 Bellevue, Washington 98004 Attention: Mr. Paul Ollestad Core Design, Inc. 14711 Northeast 29th Place, Suite 101 Bellevue, Washington 98007 Attention: Mr. Craig Krueger Earth Consultants, Inc. DATUr--f CITY OF REHTON -NAVD 1988 BASIS OF BEARINGS NOO"B1'28"E, ALONG TI-!E Il.EST LINE NWI/4 SECTION IB-23-B BETWEEN CITY OF RENTON CONTROL POINTS "IB03 4 • 418 BENCl-4MARKS: 8M ~I 1/8" COPPER PIN IN CA5ED CONC MON ., TI-!E INTER5ECTION NE 4TH ST 4 UNION AvE 5E, CITY OF RENTON CONTROL POINT • IB03 = ELEv.401.02 8M~ 1/4" BRONZE PIN IN CA5ED CONC MON ., THE INTER5ECTION 55 2ND PL 4 UNION AvE 5E, CITY OF RENTON coNTROL POINT • 418 = ELEV. 391.02 LEGAL DESCRIFTION FAf<CE" b TI-lE NORT14 I-IA .. f Of TI-IE NORTI-IUJEST QUARTER Of TI-IE SOUTI-lEAST QUARTER Of TI-IE NORTI-IUJEST QUARTER Of SECTION 15, TOu.NSI-IIF 2$ NORTI-I, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHING.TONo EXCEFT TI-IE EA5T 20 FEET TI-IEREOf CONVEYED TO KING. COUNTY fOR ROAD FURFOSES 6Y DEED RECORDED UNDER RECORDING. NO. 11~41. FAf<CE .. 2, THE NORTH HALF Of TI-lE NORTI-lEAST QUARTER Of TI-lE &oUTI-IEAST QUARTER Of TI-lE NORTI-IUJEST QUARTER Of SECTION IS, TOll.NSI-IIF 23 NORTI-I, RANGE 5 EAST, WILLAMETIE MERIDIAN. IN KING. COUNTY, WA5I-IING.TON, EXCEFT TI-lE NORTI-I 20 FEET, EXCEFT TI-IE WE5T 20 FEET, EXCEFT THE EA5T 30 FEET, FAf<CEL 3, TI-IE 5OUTI-I HA .. f Of TI-lE NORTHWEST QUARTER Of TI-lE &oUTI-lEAST QUARTER Of TI-IE NORTI-IUJEST QUARTER Of SECTION IS, TOu.NSI-IIF 23 NORTI-I, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WA5I-IINGTON, EXCEFT TI-IE NORTI-I 95 FEET Of TI-lE EAST 330 FEET TI-lEREOf, AND EXCEFT THE SOUTI-I 92.91 FEET Of TI-IE NORTI-I 291.91 FEET Of TI-lE EAST 260 FEET, AND EXCI:FT TI-IE SOUTI-I 110 FEET Of TI-lE NORTI-I 205 FEET Of THE EAST 260 FEET, AND EXCEFT nil: EAST 20 FEET TI-lEREOf CONVEYED TO KINc;, COUNTY FOR ROAD FURF05E5 6Y DEED RECORDED UNDER RECORDING. NO. 1198214, AND EXCEFT THAT FORTION Of TI-IE WEST 10 FEET Of TI-lE EAST .30 FEET Of SAID SueDIVI510N .. YING NORTI-IERL Y Of TI-IE SOUTI-I ,0 FEET THEREOf AND L YINc;, 5OUTI-lERL Y Of THE NORTH 95 FEET TI-IEREOF. FAf<CEL 4, TI-IE NORTI-II-IALF Of TI-IE NORTI-II-IALF Of THE SOUTI-IUJEST QUARTER Of TI-IE SOUTI-IEAST QUARTER Of TI-IE NORTHWEST QUARTER> EXCEFT TI-IE EAST 190 FEET TI-lEREOf, TOGoETI-lER WITH TI-IE NORTH 30 FEET OF TI-IE EAST 190 FEET Of TI-IE NORTH HALF Of TI-IE NORTH HALF OF THE SOUTI-IUJEST QUARTER Of TI-IE 5OUTI-IEAST QUARTER Of TI-IE NORTI-IWEST QUARTER> EXCEFT TI-IE EAST 20 FEET THEREOf FOR ROAD, ALL IN SECTION 15, TOWN5I-IIF 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KINc;, COUNTY, WASI-IINc;,TON. FAf<CEL SA, LOTS I, • AND 4, KING COUNTY SI-IOF<T FLAT NO. 119143, RECORDED UNDER RECORDING NO. 1910180905 eElNG A FORTION Of TI-IE &oUTH I-IALF Of TI-IE 5OUTI-lUJE5T QUARTER Of TI-IE NORTI-IEAST QUARTER OF TI-IE NORTI-IWEST QUARTER Of SECTION IS, TOWNSI-IIF 23 NORTI-I, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COLiNTY, WA5I-IINGTON, EXCEFT TI-IE WEST 1.8 FEET TI-lEREOf FOR ROAD TOGoETI-lER WITI-I AN EASEMENT FOR INGRESS, Ec;,RESS AND UTILITIES OVER TRACTS Y AND x Of S.AID SI-IORT FLAT, EXCEFT THAT FORTION Of SAID EASEMENT L YINc;, WITHIN SAID LOTS I, 3 AND 4. FAf<CEL 5 6, LOT 2 Of KING COUNTY SI-IORT FLAT NO. 119143, AS RECORDED UNDER AUDITOR'S FILE NO. 1910160905 eElNG A FORTION Of TI-IE &oUTI-II-iALF OF TI-IE WUTI-IUJEST QUARTER Of TI-IE NORTI-IEAST QUARTER Of THE NORTI-IWEST QUARTER Of 6ECTION 15, TOWN5I-IIF 23 NORTI-I, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASI-IINGTON, EXCEFT THE WEST 1.8 FEET Of ROAD. TOGoETI-lER WITI-I AN EASEMENT FOR ING.RE55, Ec;,RESS AND UTILITIES OVER TRACT6 Y AND X Of SAID SI-IORT FLAT, EXCEFT TI-IAT FORTION Of SAID EASEMENT L YINc;, WITI-IIN 6AID LOT 2. FAf<CE .. f" LOTS I, 2 AND 3, KING COUNTY 5I-IORT FLAT NO. 616160, RECORDED UNDER RECORD INc;, NO. 1610111032, SAID 5I-I0RT FLAT eElNG A eu6DIviSION Of A FORTION Of TI-IE EAST I-IALF Of TI-IE NORTI-I HALF OF TI-IE 6OUTI-IUJEST QUARTER OF TI-IE NORTI-IEAST QUARTER Of TI-IE NORT14WE5T QUARTER Of SECTION 15, TOWN5I-IIF 23 NORTH RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KINc;, COUNTY, WA51-1INc;,TON. FAf<CEL 1, TI-IE NORTI-I 14ALF Of TI-IE SOUTH HALF Of TI-IE NORT14EAST QUARTER Of TI-IE WUTI-IEAST QUARTER Of T141: NORTI-IWEST QUARTER Of SECTION 15, TOWN5I-IIF 23 NORTH RANGoE 5 EAST, WILLAMETTE MERIDIAN, IN KING. COUNTY, WASI-IINGTON, EXCEFT TI-IE EAST 20 FEET, AND EXCEFT TI-IE WEST 20 FEET FOR ROADS. FAf<CEL 6 TI-IE 5OUTI-I I-IALF OF TI-IE SOUTI-II-IALF Of TI-IE NORTI-IEAST QUARTER Of TI-IE 50UTHEAST QUARTER OF TI-IE NORTI-IWEST QUARTER Of SECTION IS, TOWN5I-IIF 23 NORTI-I, RANc;,E 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASI-IING. TON, EXCEFT TI-IE EAST 20 FEET L YINc;, WITI-I IN TI-IE RIGoI-IT-Of-WAY Of I40TI-I AVENUE SOUTI-IEAST, AND EXCEFT TI-IE WEST 20 FEET LYING WIT14IN THE RIGoI-IT -Of-WAY Of 136T14 AVENUE &oUTI-lEAST, FAf<CEL 9, TI-IE NORT14 I-IALF Of TI-IE SOUTI-IEAST QUARTER Of TI-IE WUTI-IEAST QUARTER Of TI-IE NORTI-IWEST QUARTER Of SECTION 15, TOll.NS14IF 23 NORTH, RANG.E 5 EA6T, WILLAMETIE MERIDIAN, IN KING COUNTY, WA5I-IINGTON, EXCEFT TI-IE WEST IS FEET TI-IEREOF AND TI-IE EAST 20 FEET FOR ROADS, TOGoETI-lER WITI-I TI-IAT FORTION Of VACATED I40TI-I AVENUE 5OUTI-IEAST, WI-IIC14 WOULD ATTACI-I 6Y OPERATION Of LAW, AS PROVIDED IN KINc;, COUNTY ORDINANCE NO. 1.226, RECORDED UNDER RECORD INc;, NO. 20020208002019. E SEC. TWP.23 RGE5 w.M. FOR CONNER HOMES SITE STATISTICS DENSITY CALCULATIONS TOTAL 51TE AREA, 1,312,638± 5F. (30.1 ACRE5) PROP05ED U5E, DET ACHED-51NGLE FAMILY NO. OF LOT5, 136 AVERAGE LOT 5IZE, OO,2OO9± 5F. EXI5TING ZONING, R-8 PERMITTED DEN5ITY, 8 D.UJAC. PROP05ED DEN5ITY, B.14 DUlAC. PUEILIC R-O-W 266,Q28± 5F. 5EN51TlvE AREA5 (TRACT l) 14,12B± 5F. 5TORM DRAINAGE (TRACT M) 10,834± 5F. OPEN 5PACE (TRACT5 A, E-K, O-T) BoO,120± 5F. FUTURE DEvELOPMENT (TRACT5 B, C, D, N, U! B2,900± 5F. 5ETElACK5, FRONT -IB' REAR -20' SIDE -B', IB' adjacent to etreet PLAT OF' FERNWOOD NORTH VOL 128, PG'S 100-101 SCALE: 1" ~ 200' o 100 200 ! I ! GOE'S PLACE :VOL 85, PG'S 12/13 I l . j GF!055 AREA OF PROPERTY, -PUEILIC R-O-W -5ENSITIvE AREA5 (TRACT l) NST 51TE AREA NO. OF LOT5, NST DEN5ITY, ~ t:A&T F'Afi'Ca.--",------IB J OVERALL PLAT MAP PUGET COLONY HOMES 1,312,638± SF (30.1 ACI"E5! 2OOOO,Q28± SF 14,12B± 5F 1,032,311± SF OR 23.10 ACRES 136 B.14 DUiACRE OWNER DONALD AND NARY I-!AMBLIN 16210 SE 134TI-! "'T. RENTON, WA5HINGTON 980B9 I-!EIR5 AND DEVISEE5 OF CLARA HAGERMAN c/o LINN, 5CHI5E!L 4 DeMARCO 860 5W 143RD ii, BURIEN, WA51-!INC~TON 98166 MICI-!AEL HAMPSHIRE AND LINDA GOE 1362B SE 1315T 5, RENTON, WASHINaTON 980B9 J05EPI-! CARLO 28823 REDONDO 5HORE5 DR 5. DES MOINE5, WASHINaTON 98198 DOuaLAS AND SHARLENE SCHERER 13131 5E 133RD e, RENTON, WA51-!INaTON 980B9 JEAN LUCA5 13823 SE 132ND $, RENTON, WASHINaTON 980B9 JAMES BELMONpO 13220 138TI-! AV5 5E RENTON, WASHINaTON 980B9 5HARON LEE VAVAK 13418 138T!-! AVE "E RENTON, WA5HING TON 980B9 CONNER HOMES 846 108TI-! AvE~iLlE NE., 5UITE 202 BELLEVUE, WA5HINGTON 98004 1 AFFLICANT CONNER HOME5 846 108TH AVENUE NE., 5UITE 202 BELLEVUE, WASHINGTON 98004 CONTACT, JOHN 5KOCHDOPOLE, PE. FLANNERIENGINEERISURVEYOR CORE DESIGN INC. 14111 NE. 29TH PLACE, 5UITE 101 ElELLEVUE, WASH INa TON 98001 (42B) 88B-1811 CONTACT, CRAIG KRUEGER-PLANNER ROEI 5TEvEN5, PE. -ENGINEER KEVIN J. VANDERZANDEN, PL5. -5URVEYOR •. ::;,.& ,0 : ffi ----'.N....:.:E::..:--:;:~::..:...I-t.:..::B=-O~R.:::....~.:..==~:....:~=-o,=~---==D-=E:....:T...:..A...:.:.I=L.....:M--.:=A:.!-F- 1 \ 0' I AUG 032004 RECEIVED SHEET OF 1. 3 - '" UJ UJ Z -(j z UJ PROJECT NUMBER 02052 H 20' INGRESS AND EGRESS EASEMENT REC. NO. 000';'0';'040" /" , ( ,,' ." ",,', ill Z 31 30 I I r 30' WIDE EMEMENT FOR INGRESS. EGRESS. UTILITIES TRACT X FER KING co, SIP ~1~143 AND 30' F£>,FL EMEMENTREC.NO.8Q06060400 'I I riO' SEIlER' WATER EASEMENT , REC, NO, 0003240430 P£>.FL EASEMENT REC.No.0006060400 TRACT . C ~ 3184' S,F, 53' FUTURE DEV, TRACT ~ B 3141' BE £ I I I I I TWP.23 RGE. 5 W.M , .-. ,. --.- , ' ,- ADDITIONAL RIGHT-OF-WAY ---TO BE DEDICATED IIlO! SF 21 I I 110 I I '" I I ' V':, ,-~ : SEE S~EET 3 OF 3 FOR CONTINUATION , i ., , ,', ' !,,: ' ~'" " I. TRACT G OFEN SPACE : 1811 ± S.F. 1\ LI SCALE: 1" o 25 50 ! I I , = 50 100 ! -. ,-:-.- " , TPLANNING DEVI~W~~~Nf\ENTON AUG 032004 RECeIVED SHEET OF 2 '3 PROJECT NUI~BER 02052 \ :r:: r- D:::: y=-_ 00 z,.- I 00 00 0..- 5: Ul Z. 0.-'0 W 0.-lL. r- UJ « WOl c.o 01 Oro Oc.o 5: Z.UJ 0.-'0 Wo.. lL. I- «~ ~O 0..> '. G ,0 -~ I 1 'I II 01 lilt) 4500± 5F. I'" I I I L_. eO'--..J '----'1 I 66 II I 4500' SF. I i~ I I I L -eo' __ ..J I ,----,1 I 0:;' I I : 4500' SF' ::~ L_ 90'--..J I ,----,' I 04 I: I 4500' SF I I:K I I L-~o--..J! ,-:----,i I 03 I L w I 4500' SF. I I:K ;" I I I '+ r-_L_----'"=o_' ___ ..J_ly 8 ,--,I zc I I I 02 : 4500± SF. II~ I I L -_ eo' __ ..J I ,----,1 I 42' I 30' I l I I I '" II 5B I '" I I 4%0' SF. I I I L--eo--J I 01 II ~ : 4081' SF. \ \ ~\ \ L - --108'---" \ TEMFORARY 42' RADIUS TURNAROUND " '" ,n TRACT N FUTURE DEvELOPMENT I~B4b' SF. w , o o Co ~ §! 0 '" 0 z '-- , TRACT U 10'<. -- ~'I" FLTURE DEVELoPMENT ~r 23013± Sf. . '-.-: . TRACT M STORM DRAINAGE 10B34jS.F. E 1/2, NW 1/4, SEC. 15, TWP. 23 N.! RGE. 5 E., w.M. SEE Sf-IEET 2 01" 3 FOR CONTINUATION ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED --" ROADWAY E5M'T REC. NO. 4S0S128 -- , w . o· o ;Xl n Co o Z NE. 15 T FLACE ------.-----_.--- TRACT R OPEN SPACE 2630± SF. -' - 130 EXISTIj\IG HOUSE 41533' SF. , I \ \ SCALE: PLAT OF PUGET COLONY HOMES' 1" 50 o ~ ~ 100 1 I_I_~I DEVELOPMEI'II PLANNING CITY OF RENTON AUG 0 3 200~ RECE.IVED SHEET or" I----+-- 3 3 - - -"" lJ.J lJ.J Z () Z lJ.J PROJECT NUtvlBER 02052 I~ \ \ \ \ \ I I- (1:" ~ 00 z~ 1 00 00 o~ :51J) z" (1:"(') WO.- LL " LLCXl ON ............. ----~ I- IJ) « wm CD 01 Oro OCD :5 ZUl (1:""(') WO-. LL I- «..J ..JO 0-.> E TWP.23 RG£5 W.M SEE SI-lEET 2 Of 3 FOR CONTINUATION , , " 0l II '-"--_.-----__ .J I --------~-- 4500' SF. I ,2 I ' L_ __--ll r-----, I I 00 II I 4500' SF I I~ I I I L _ 90' __ -.J ,----,1 I 05 II 88' i---l I I I 1O,t:. ~ , ...... ~ (fl I 4500t Sf. I ---~-- 104' ----1----· ,---=== ==r '1.-----------.----_ 53 I I ---~2---' ,------~, : : 0353t S.F. I I 0301;SF I I 51 I) I 54 I I I 5~82' SF I I : 4500' ",F, ::2 L_ __--ll "';"-_~;--,"-'--Il.. ___ J I 4500' Sf. L _ . _I I I I I L ____ r-----~~r_~~~~~~~.J~L~~-~~~..J~ ,----, I 04 I:. I 4500t SF. I 12 I I I L_ I- I I I I I I 4810t SF. I L 50' -I I I I 5416 t S.F. I 51 L _______ ..J 10' UTI~ITY _...J EASEMENT (TYF.) 20' ACCESS/ UTILITY EASEMENT '----'1 I 03 I I 'c:llc:nf!"""~"''''-rl lr--'t""---1 I 4500' SF. I 12 f. I II 58 I L_ , __ .J S I 4%Ot f, I _J ,----, I 02 II ; ,------I : 4500' SF, ::2 L _ _ _ --l I 11"'"""'-.. 1 I I I I I 5'3' I ,----, I 01 \ \ I 40Bl' Sf. III \ , I L__ _-" ,-------\ , l \', . 00 " \ , . \ 00%t Sf. II 1BS2! SF. I ~. I '\ ",.:. ..... , ", -""""1 <~" 1'\ <',:-'.' I \ 'J '''---------- 122 42' RAPIUS TUF<NAROUND I PARCEL 1 IS SUBJECT TO A ---_ 10' UJIDE PUGET SOUND ENGERGY L1TILITY EASEMENT AS FILED LINDER REC. NO. 9904220665, TI-IE DESCRIPTION IN SAID DOCLIMENT IS INSLIFFICIENT TO LOCATE UJITI-IIN SAID PARCEL. ADDITIONAL RIGI-IT -OF-UJAY TO BE DEDICATED --'" ROADWAY ESM'T REC, NO. 4909128 ----I ... ----_ ---'."'t::. ..... ......, ___ _ 30' F.!I.F.L. E5M'T REC. NO. 110&120",1~ TRACT M STORM DRAINAGE 10B~4± SF. :l8 ---"-- N8S'22'42"W w , o o CD Cl o o " NE. tST PLACE ROADUJAY ~ L1TILITY ESM'T r 170.03 J J'l I I ~ f:1 I I I I 113 I! II 133 I I 1;0 5bOO' Sf, 1/ / I I I L .J 0323' Sf. I 60' - - - - L ____ ~ // , I I I ---'-R --t;l,III(----.-. --~3~~ __ ----~_'/ (L _ C--~ ~~:=~"j~~.~. ~~~r....!-'~~T---.""!l'~~~...,F"___:;'!~L-..... ~~ / I : : 53' 60' 60' ,----, I I 85 I I I 80 I 510l.Sf. I ,---- 1 r' -.. -- I I I I I I I '33 0641'S,F, , -=--=--=--=--=, , ____ . __ ., ,_ .... ___ ., _ ~ _ ~ ( I I 132 I I I I I I \.'1 II 131 _~ 1580.SFll : 81 I I I : I TRACT T I 0~03' SF I, I I 510l,5F, 138 I 8'3 I I 0518' SF. L ---.. _._.J L ______ .J I 0841tSF. I b523.Sf, I I OPEN SPACE I I I I ., ,-'-' ---, I I I L I '32 7' I I 510l,SF. . - -.. -__ ..J L __ '. __ --ll ,--" --, I I I ':J I I 510l'Sf. I I i -------, I I I I I '30 I I : 6SII.SF.: : I I I I I . I I I 130 HOUSE SF. I I L. ______ I ',--_. __ .1 L~. ________ .-J I ) J L _____ ~ / ~I I I I I I I I %b3±SF, ,---- I 'l ,---.-----, I I '31 I b841±0,", I ! L _____ ..J I I I 510 It SF. I I L ____ J ------ 45 ----~ 1--------...'\ II I I 'j'j I I bS01.SF. I I I I I L~. ___ . .I I I ---- 12 C" ,j 1140±SF. l I I 1-------1 I I : 128 I 1300tSF. I " ---- I 121 I I l050±SF. . , . 60 J I I 14 --l \ I \ Q: \ \ '---l I I 1 _~~--~ i----l i i----l ,-----:::, I I I I I I \ \ I I;;!. I . \ .--" ----\ --,,-\ , \ \ 102 I 103 I 104 I 10& I, I lOr:. I 033~tSF. I I 000l,S.F. I I I 000l±SF. I I I I :.; I I II;;: \ \ 00S5t5.f. 101 \ \ 1302±SF J L ____ J L ____ J I 000ltSF. I J-____ ;:=..:;.;--;.,;-•. ;=J:...L-l L _____ .J ,--- ----, I / '/ ./ 113 I I I I 101 II I S10ltSF. I I ~ '1 (----~ ~ - - - --I ,-----1 I' ----l ~ __ J I \ I I I I I I I~~~~~=~~ \ \ 112 till b I 110 b I 10'3 '--l \ 0,,51'SF, I 0015'SF, $! 000l'SE $! I bOOl±SF. I I : Q ! I I I I I I 108 1 \ I I II I I I I 0310tSF. /) \ I .~ '--=---=-_-_::J L --- -J L ___ ._ .J ~_ _ ./ // j ~:------,--------_./ , /'" :: ____ Jl-~~ ....... ~--.':=~-L-"":O;~r-....!.-4I....:~---1---~--o-........... liS 6841. SF ---r' , I I I 116 I : S14bt SF r I I I L ____ .J -(----¥- ,-----, I I I III I I I 51%t S,F, I I I . ---___ J ,._---, I I I 118 I I I 514b' oF. I I '---__ .J elS8 ' , 635,71 ,------, I I I 11'3 I : 51%' SF I I L ___ ._.J r I I 120 I b02b' SF, I I '---__ J _. R OPEN SPACE 2030± SF. \ I .--L _____ J 63 ---l I 120 I 1101tSF. : I .. -J ,----'--, I I I II 125 I I I ,,101, SF. I I I I I L___ __.J 1'-------, II 124 I I I I I I 5114' SF I I I I I L ,. __ ..1 I (------'l I I I JI 123 I ,t;1 I 5~45t SF. I II I \ \ L---II, ____ .J 122 -, I I 12b2t SF. I 121 150Bt Sf. I ___ .J -l I I I I J n " o z SCALE: a 25 ! I - PLAT OF PUGET COLONY HOMES 1" 50 50 100 I I DEVELOPMENT PLANNING CITY OF RENTON AUG 0 3 200~ RECEIVED SHEET OF 3 3 -'" lU lU Z -o Z lU F'ROJECT NUMBER 02052 EX R/W 5.0' 4" THICK CEMENT CONCRETE SIDEWALK 20' EX VARIES 15'-20' EX R/W -------=..::-~-I 50' 16' L....AfA TCH EX EDGE OF PA VEMENT WHERE FRONTAGE DOES NOT EXIST (7' WEST OF V 16' CEMENT CONCRETE VERTICAL CURB &: DUVAll AVENUE (138th AVE SE) SOUTH OF SE 132nd Sr. 'Wii=<;II.:CF.illi r{:'s WCHO' / - NO SCALE EXISTING FAVEMENT GREATER T~AN 20' WIDE TO 4th AVENUE. ________ : I' I II SITE MAF SCALE: 1" = 200' o 100 200 400 IiIIIIIII I~I~~I . . SEC. TWP.23 RGE5 WM FOR CONNER HOMES D A TUM: CITY OF RENTON -NAVD 1':188 BASIS OF BEARINGS NOO"&1'28"E, ALONG T~E WEST LINE NWII4 SECTION 1&-23-& BETWEEN CITY OF RENTON CONTROL FOINTS "1&03 4 • 418 BENCI-IMARKS: 13M "*1 118" COFFER FIN IN CASED CONC MON ., T~E INTERSECTION NE 4T~ ST 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 1&03 = ELEV. 401.02 8M "*2 1/4" BRONZE FIN IN CASED CONC MON " T~E INTERSECTION SE 2ND FL 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 418 = ELEV. 3':11.02 EX 30' R/W R yw 35' 5' 7' 18' I -I~ 05' ~P"N"" STRIP liE':--,\ , .. ,"_ " <.i \: 4" CONC. R/W SIDEWALK (TYP) 3.5' 5.5' /-PLANTER STRIP -"":","" . ¥!?S'~ .~~ ,of"~ ---~~ . . .. EX 25' 16' > ',' 4" _'" . "'-,'.~ .. .. , c_~_ - , I , ~" -' 4" CONC.- SIDEWALK 1/ TYP (:J ASPHALT THICKENED EDGE WHERE FRONTAGE DOES NOT EXIST I f -" ",,"-,,,,>,~, , . 1:-<:b n~T' NO SCALE f I 4' I EX 7.5' OWNER/AFFLICANT CONNER ~OMES 8410 108m AVENUE NE., SUITE 202 BELLEVUE, WAS~INGTON ':18004 CONTACT, JO~N 5KOC~DOFOLE, FE. FLANNER/ENGINEER/SURVEYOR CORE DESIGN INC. 14111 N.J::. 2':1T~ FLACJ::, SUITJ:: 101 BELLEVUE, WAS~INGTON ':18001 (42&) 88&-1811 CONTACT, CRAIG KRUEGER-FLANNER ROB STEVENS, FE. -ENGINEER KEVIN J. VANDERZANDEN, F LS. -SURVEYOR SI-IEET INDEX PI TITLE SHEET P2 PRELIMINARY GRADING 4 UTILITY PLAN P3 PRELIMINARY GRADING 4 UTILITY PLAN P4 PRELIMINARY ROAD PROFILES P5 PRELIMINARY ROAD PROFILES 20' 18' "'''"',,' --,,~.,., OR 30' I " 1" ,[!!#!(1 ~ASPHALT THICKENED EDGE W R/J R/W I R/W 25' 16' I 5.5' 3.5' .--- >,~-.'-"-.... "'-. -.' c' ,,-.;, ,,~ -,-->~ , "'.~ ""'-' ,-'"-----""~~"-,' -"'~' 20' MIN. , BREMERTON AVE NE NORTH OF SE 132nd ST. NO SCALE R/W EX 20' 14' CONST.¥; 6' ADDITIONAL 15' 2' 12' 16' --~~-5-,------~~---------1---------~~--------- 5.0' ASPHALT THICKENED EDGE OR EXISTING CURB CEMENT COlvCRUE VERTICAL CURB &: GUTTER SE 1.32nd STREET 16' NO SCALE 42' ~ 16' R/W THICK CEMENT CONCRETE SIDEWALK R/W 5.0' -~.5' THICK CEMENT CONCRETE SIDEWALK CEMENT CONCRETE VERTICAL CURB &: GUTTER TYPICAL ON-SITE ROAD SECTION NO SCALE LEGAL DESCRIFTION FARCEl h THE NORrH HAlF OF THe N~THWE5T QUARrcl': OF THE eoUTHcA€oT QUARrEl': OF THE NORrHWEST QUARrEl': OF SECTION IS, TOu.NSHIF 23 NORrH, AANe:.E S EAST, WlllAMETTE McI':IDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 20 FEcT THE!<EOF CONVEYED TO KINe:. COUNTY FOI': I':OAD FlJF<FOSES elY DcED RECOl':DcD UNDEI': RECOF<DINe:. NO. 1199641. FARCEl2, THE NORrH HAlF OF THE N~THcA5T QUARrEl': OF THc SOUTHeAST QUAI':TcR OF THE NORrHUE€oT QUARrEl': OF SECTION IS, Tou.NSHIF 23 NORrH, AANe:.E S cAST, WllLAMETTE MEI':IDIAN, IN KINe:. COUNTY, WASHINe:.TON, EXCEPT THc NOI':TH 20 FcET, EXCcPT THE WEST 20 FccT, EXCePT THE cAST 30 FEcT, FARCEl3, THc SOUTH HAlF OF THE NORrHWE5T QUARrEl': OF THE €oOUTHcA5T QUARrEl': OF THc NOI':THUEST QUAI':TEI': OF SECTION IS, TOlLNSHIF 23 NOI':TH, Fi1ANGE S EAST, WlllAMcTTE MEI':IDIAN, IN KINe:. COUNTY, WASHINe:.TON, EXCEPT THE NOI':TH 9S FcET OF THE EAST 330 FEET THEREOF, AND cXCEPT THE eoUTH 92.91 FEET OF THE NORrH 291.91 FEET OF THE EAST 260 FEET, AND THE 50UTH 110 FEET OF THc NORTH 20S FEET OF THc EAST 260 FEET, AND EXCcPT THc cAST 20 FEET THEREOF CONVEYED TO KINe:. COUNTY FOI': I':OAD FlJI':FOSE5 elY DEED RECOI':DED UNDEI': RECOF<DING NO. 1198214, AND EXCEPT THAT PORTION OF THc WE5T 10 FcET OF THE EA5T 330 FEET OF 5AID SUElDIYI510N LYING NORTHEfiti.. Y OF THE SOUTH 30 FEcT THEREOF AND l YIN.:;, eoUTHEfiti.. Y OF THc NORrH 95 FEET THE!<EOF. FARCcl4, THE NORrfl HAlF OF THE NORrH HAlF OF THE eoUTHWE5T QUARtel': OF THE 50UTHEA5T QUAI':TEI': OF THE NOl':THUE5T QUARtEF1. EXCEPT THE EA5T 190 FEET THE!<EOF, TClGIETHel': WITH THe NORtH 30 FEET OF THE EAST 190 FEET OF THE NORrH HAlF OF THE NORrH HALF OF THE 50UTHWEST QUARrEl': OF THE eoUTHEA5T QUARrEl': OF THE NORtHWEST QUARTEF1. EXCEPT THE EAST 20 FEET THE!<EOF FOI': I':OAD, All IN SECTION 1&, TOu.NSHIF 23 NORtH, AAN(#; & EAST, WlllAMETTE MEI':IDIAN, IN KING COUNTY, WASHINGTON. FARCEl &A lOTS 1,3 AND 4, KINe:. COUNTY SHORt FlAT NO. 119143, !<ECOI':DED UNDel': !<ECOI':DINe:. NO. 1910160905 iSelNe:. A FOI':TION OF THc SOUTH HALF OF THc 60UTHWEST QUARTEI': OF THE NOl':THEA6T QUAI':Tel': OF THe NORrHWEST QUARTEI': OF SECTION 1&, TOu.NSHIF 23 NORTH, AAN':;'E & EAST, WlllAMETTE MEI':IDIAN, IN KINe:. COUNTY, WASHINe:.TON, eXCEPT THE WE6T 13 FEET THEREOF FOI': I':OAD TClGIcTHcl': WITH AN EASEMENT FOI': ING!<E55, E<:.!<E55 AND UTIlITlc6 OVEI': Ti':ACT6 Y AND X OF 6AID 6HOI':T FlAT, EXCEPT THAT F~TION OF SAID EA6EMENT L YIN.:;, WITHIN SAID lOT5 1, 3 AND 4. FARCEl & is, LOT 2 OF KING COUNTY SHORt FlAT NO. 119143, AS !<ECOF<DED UNDER AUDIT~'5 FilE NO. 191010090& iSclNG. A FORTION OF THE 60UTH HAlF OF THE SOUTHWE6T QUARrEl': OF THE NORTHEA6T QUARtEI': OF THc NORtHWE5T QUARTcl': OF SECTION 1&, TOu.N5HIF 23 N~TH, AANe:.E S EAST, WlllAMETTE MEI':IDIAN, IN KINe:. COUNTY, WASHINe:.TON, EXCEPT THc WcST 13 FccT OF I':OAD. TClGIcTHcl': WITH AN cASEMENT FOI': 1Ne:.!<ESS, c':;'!<E55 AND UTILITIES OVEI': TAACTS Y AND X OF SAID 5H~T FlAT, EXCEPT THAT FORrION OF 5AID cA5cMENT l YINe:. WITHIN 5AID lOT 2. FARCEl6, lOT5 1,2 AND 3, KINe:. COUNTY 6HOl':T FlAT NO. 616160, RECOI':DED UNDEI': RECOF<DINe:. NO. '8101'110.32, SAID SHORT f'lAT ElEIN':;' A SUiSDIYI510N OF A FORTION OF THc cAST HAlF OF THE ~\OI':TH HAlF OF THe 50UTHWE6T QUARtEI': OF THE NOI':THcAST QUARTEI': OF THE NORTH"",,,,T QUARTEI': OF SECTION 15, TOu.NSHIF 2" NegrH, Fi1ANGc & E.45T, WllLAMETTE t11:fi!IC,i ·1.,1, IN KING:, CnUNTYt ~UA$l-Il~To.{' FAFi1t~." '1, , THE NOR!,~ HAlF OF THE SOUTH HAlF OF THE NORtHcA6T QUARrEl': OF THE eoUTHcA6T QUARtEI': OF THE "OP.THWE5T QUARrcl': OF ScCTION 15, TOu.NSHIF 23 NORtH, AANe:.c & cAST, WlllAMcni: MEI':IDIAN, IN KING COUNTY, WASHINe:.TON, EXCEPT THc EAST 20 FcET, AND EXCEPT THE WEST 20 FcET FOR I':OADS. FAF<Ccl6 THE SOUTH HAlF OF THE eoUTH HAlF OF THE NORTHEA5T QUARtEI': OF THe SOUTHcAST QUARtER OF THE NOl':THWE5T QUARtcl': OF ecCTION 1&, TOUl'<l5HIF 23 NORtH, AANe:.C S EAST, WllLAMcTTE McI':IDIAN, IN KINe:. COUNTY, WASHINe:.TON, EXCcPT THc EAeT 20 FEET l YINe:. WITH IN THe I':I.:;,HT ·OF·WAY OF 140TH AVENUc SOUTHEA5T, AND EXCEPT THc I!.EST 20 FcET lYINe:. WITHIN THE RICioHT -OF-WAY OF 138TH AVENUE eoUTHEA5T, FARCEl9, THE NOI':TH HAlF OF THE SOUTHEAST QUAI':TER OF THE eoUTHEAST QUARtEI': OF THE NORtHWE5T QUARtEI': OF SECTION 15, TOu.NSHIF 23 NORtH, AANGE 5 EAST, WlllAMcTTc MEI':IDIAN, IN KINe:. COUNTY, WASHIN.:;,TON, EXCEPT THE WEer 15 FEET THE!<EOF AND THE EAST 20 FEcT F~ I':OADS, TClGIETHER WITH THAT FORrION OF YACATED 140TH AVENUE SOUTHcAST, WHICH lUOUlD ATTACH isY OFEAATION OF lAW, AS FI':OYIDED IN KING COUNTY Ol':DlNANCc NO. 13228, !<ECOF<DED UNDcl': RECOI':DINe:. NO. 20020208002019. NE 4TH ST RENTON ) ~ VICINITY MAF I" ·3000" SHEET Pi OF 5 -'" LIJ LIJ Z <;l Z LIJ PROJECT NUMBER 02052 \ , I i , .............. ,:, .. . I i' , .. =""" .... _-, I ',' I I I i ---- r 20' UlDE TEI1POI'ARY T~11OUND EXI6TING EA6EMENT6 TO -~ ElE vACATED AND EXI6TING UTILITIES RELOCATED WITI-IIN ROlli. (T,p) / / -TRACT ." .. ' 'u ~;.' ." SEC. TWP.23 RGE5 WM , " / , , .. /' " \ 'I (, 1.30 // I' , i "'2' ./ '" , \,\ '" I m~vv,vv_ ~V~~~~~ I LI SCALE: 1" -50' o 25 50 100 ! IlIIIIIIIIIh -J DATUM: CITY OF RENTON -NAVD 1988 BASIS OF BEARINGS NOO'51'28"E, ALONG TI-IE WE6T LINE NWI/4 6ECTION 15-23-5 ElETWEEN CIT! OF RENTON CONTROL pOINT6 ~503 4 • 418 BENCl-IMARKS: 13M OJ 118" COPPER PIN IN CA6ED CONC MON e Tf4E INTERSECTION NE 4TI-I 6T I UNION AYE 6E, CIT! OF RENTON CONTROL POINT • 1503 • ELEV. 40L02 13M "2 114" ElRONZE PIN IN CA6ED CONC MON e TI-IE INTERSECTION 6E 2ND PL 4 UNION AYE 6E, CITY OF RENTON CONTROL POINT • 418 • ELEv, 391.02 .. ; , , . .' ... , ,j , I I { \ ti'r --',:';' ,,~' , , "" ~\ f<~~ '~" .~-~~~-~, , I """ , fOO ••••• _--"' , 1 o :z ->- UJ > '" :::l '" o :z o :z -'" UJ UJ :z -o :z UJ SHEET OF P2 5 PROJECT NUMBER 02052 J:\2002\02052\Prelinnnary\02052PE03.<lwg, Layout!, 6/&04 5:01 :29 ~1, mjs, KJP batch plot to fiLe.pc3 '-C Z = "" = = """ \ \ \ /" , \ '; \ I~ \ \ \ \ .. " .. __ ...... ~:i .') i lJ DA TE JANUARY 2004 M ~ ~~--~------------~~--------------4 \ \. .~., '''I .; , ; , \ , \ \ ! CD .•... n'> .~\ ,'0 ....... '> .•..... '> . '.: , ....... ', ... '< ..• n •. '> / ~ ..... ~ "J. -i'-. "Fe" ...•.•. '> ... c" \ \ \. -c' 0.~ .. ~ ___ ."--...J.! ,,,~.,:.., PRELIMINARY GRADING AND UTILITIES \ o t~ Cl DESIGNED R. H. STEVENS, p.E. ,::~ .. "5; ~ ~ -Cll-----~~=--=~-____l L~' I, ? E L I " I, ? -= ; I .y ~ ~~D~R~A~W~N~M~.~J.~.~S~Ti~£~W,~~~R~T~~P1~-t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~::-1 ~ ~t---+--ll APPROVED R. H. STEVENS, P.E. Cc:J I'J IV E I? I I c:J /VI ES i1i 01 ~ ROBERT H. STEVENS, P.E. M PROJECT MANAGER 846 108th A VENUE N.E., SUITE 202 BELLEVUE. WASHINGTON 98004 ,. C) e;o CORE \,; /DESIGN ENGINEERING " '( ....... , ' :xi .' '''."5> () Ul LO I .' '( .. 747)1 NE 29th Place, #707 Belfevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING SURVEYING .' / / \ (Jl - - --"~'.I '..'-:. . .. ,:' .. ' o '\ '\,,' ":r.~",..',,~---,-·...J..L_,U lJ J>. -f ~ .. 12~04~04 06-09-04 o ()< o o o (f) o » r fTl • • II (]I o , . ....... ~ I I cc ex")· "'",.c.J_ , "f~' OJ .. ~~~. ,~"i '--"-" ~ ;; &i E ~ ~ ] !'l " Ei' " " ~ ~ -'" ~ ;l cO "' ! w .., " go ~ 1 ~ " ~ 9 8 S! " 410 405 400 395 390 410 I················ 405 /' / /' ...-------'"'" ~,-:~ 'D:~ 0,~ -"5:~ -~ ,..,,<~. :~~:-~ . \:';,;,~. "'"'> 9 ... LOWPOINT £LEV '= 395.07 .... : LOWPOINT STA '= 0+33.70 'PI1STA=0+50 '" '" i-.", ~ "i ~ '" '" i-"- .... '" 0; ~. ~./ ~,\.~ (;'~i;~ '~:""'l . "') ~ /' /' 400 .• ~ "-1 ~--- 395 , '4..:;' ;:~. 405 400 395 . . 0:, 0:, ,.:: ./ / /' LOW POINT LOWPOINT ". (;:j ~~ =391;09 . .,., .. = 0+47.41 • PVlSTA. =0+50 PVI £LEV. = . 390.81 ~ i-'" -.., '" ~ ~ <!; !;;' '" ~ .. ~<~ < -.;: ....... ('~ .•. <5 "-.. QI~ 0:, 0:, HIGH POINTELCV= 40J25 HIGH POINT Stlt :0, 11+08.52 ••• PVI STA .~ "-1 .: ~ ~ .• a: a: = 401.27 , = 12+74.81' 12+50 SEC. TWP.23 ~ .-: ~ '" '" I:;j. RGES . ~ .",,, . . '" ",. . i-""i' ~ C). .":--'o;t-. ",. ~'" v.,1:;j 'l;:'l;: "-"- .. :---'"--~ . '-'" . .:---:.---.... ~ ~~( ~. 1.f(J;T :r-:'-' ~:. . \ ~. >'--:-'-":"~;'-:' r . /~ '-'-=-=;:::;// 8 " " .. !f3. . :..... .. '-i-.. ;..--'''/' .. -:. - ~ ~ t~., "'} ;:,,_ .....: ,-: (c "-.) 1.:::1 ;:< ~ ........ '<It-".-Cj "=f';~ 10 HIGH POINT -.0...-'-:---" ~\,:~ . -.: : : "f. . ;~:~ '<i~ :~ ' .... """"-. ......,... -----, '0) . : ;?::~ z:;j~ . ~.!"'t \ / II \ j \ , J · .~"'-:~ "'"': "'5 · ";j~:9j ,-" · ".j"'t- ",. 0). " , C> . ..... -":=,...-------- .~~. ,<~ -.: (".:; c::. ", .... :§: i-'" <f; ~ 12 8 '<i ~ LOWPOINT LOWPOINT ~ .-j- '" <f; §;i 0:, ~ .. ~. ~ w ~ 0:,. = 401.29 = 5+ IQ 90 LOWPOINT L oi'l POINT . <ii. \<j ~ . ~.~ "'''' ... PI1 '~:::" ...... "S ........................ 1:··1 ··"'1"'''' ..... ··1··'- ~_ -On ._,;;t'~ \'::~ f·';,-.: ;~s 'C::'l ~.:"'t ?):~ r-..<,"'-.J , '''''i J:c;) ~":~ = 400.80 = 5+91.54 40Q41 'Zl.:~ :~:~ .;r.."<} W.M. LOW POINT [lEV =. 402,18 . .. £OW POINT STA '= 15+58.38 . . PVI STA= 15+50 PVI£L£V'= .402.62 ~ .~ "" w ~. 0:, ~ .~ "-1 ~ kJ c::::,:~ ~<trj Si':~ C):t.o "''i <:':" ":j--.' ....... .. ·············.·HIGHPOINT.£LEV=406.t9· :§: i-" ~ '" ~ "-1 ~ 0:, / HIGHPOINT = /1-8269: '-. :-: --r--: .~.~.~ /.~. ~ ...... "":-..... . :§: ;t: "- ~ ''1' 0) ~ §;1 a: HICH POINT . HIGHPOINT :::: t;;::) ~ ~ ~ .;!; ~ ~ a: ... ~ ·f ~ .. .. ,,~ ",." ~.:tl':I ,:/~"'i '<: J;t;;::, h"t;j- -~ §;i a: 'PVlSW=9+50 PVI£LEV= 399.95 ·.Cco. -, "-"- :§: ~ ~ ~ '" w ~ 9:: t:t: ~ 0; ~ 'Dill t:::):~ t::..)'c:::. ~" "'} 18+50 :§: i-0) '" .<f; ~ g; OJ ~ (t:.:~ g;:Oi . ;>.1:9) ,. f'<) 19 '-...... ----~--. '""'" ,---,-:-c-...... 0-....:"f. Q.": I.e) O':c::) '''''-:'~ ': "f. ~J:~ . ~}:9) r.)";,~ ,.~; :I'r) ~:~ ~~ Y"~ 9l -~; lY.) (O'~ . \d~.r.,,: . 0"~ i>~~: lY.) \ /' "- · (J~~' · ~3~Oi ":::',9) <:::"'I'r) . (::;:~ ":):Qj G:9'l. '\,"'-.:fY) 20 f',-O':l "~ "to ~~ <:.:" 9'l. ",z' f'oj LOW POINT £LEV = 397.fi2 LOWPOINT STA = 11+91.61 PVI STA = 12+00 PVI£L£V= 397.45 50'VC · <",. 4:"~: CJ) <:::;;, "" ~')' 9"'1 '"i ~ I ~. ~ i-...... t-;.... i-;:: S~· -~ <f; I "-1. §;i ~ 0:, Q:) <ii §;i '" ~ " ~ "-1 ~ '" '\ · !.~.) ."<} ,-.,.,~ ;12·Oj · ~1.9"3 · ) Nj 2 3 10 .................................. /1 ............................. . .............................•. cc ....................................•............. HIGH JJnl"T <'1 '" 401.27. = 5+99.36 .... ~ ::: i-c> <c .... <f; "-1 ~-~ "" LOW POINT U£V C' 399.29 . LOW POINT !iTA'" 10+40 PVlSTA .. "' . .J1+GO . P VI £LEV'" 398. 89 ~ i-~ ~I~ '" '" '. . ~~-~~-~ . //--.~. ~-:--~" Yl '. . ...... , ......... .-. . . -1_ .. Yl W "-§;i ~:.', "~/' .' -~-. './ §;i ~. '-. S ----, ,-------------:-------~-.......... "" "" .. IYd /8 . ~~ 0.50% . / •••.•.. 0:, 0:,.\ .:~ ,L--::-:~~:>-_~~~//m ........................................................... m.......~ '-. ~ . .~ -J _ / j/ . . . . . . . .. 0" "-~~_ . 8 /,/ // --. -----. ./' ~-------' ...;----.:.--' --.. _ .r-. /. 390 385 380 " "-",.tt) '.' . '<~-:-0):9) "'YIY) :/ ~(::~ . ;'''': . o::~ . '""S:~· <::):~ "'~. -" (;,-(,~ ,,~:~ ,'-.. 1;:';1 . . "": t\j .,'-!)j ,~ '"i VER T.. ,,'-"L";' ~', r-... ':'';;,'''-1 ::,»:.....: ..... ;):~ '1': ':t- ~,~. ,;~,~ ';::--.,0'5 r,s:~ . '" .., . '~'i (J) ~ -'D:", . ,~:o-; ~{~ f\J:~ I~j :c::i 0):Q [¥):"'"'t- '" ~ '" ~~ '" '~i:;j • ;<-~"'"-: '1; " '-' ".. '" t: '-~ ;;;: \.3:': c:-; <'''q-: "'t-~ -~ '-<~);~ i'.,> "" ~:.l"':~ r~): f'oj 21 PVI STA= 21+65 . .~ ~ .0::. :t"-! .."'\-. Lei i:S II 0:, ttl • 1\1 :;!J v., ":{.~ t<i r:-...: ~)'; P'l ",-, I'<) 410 405 400 395 "-'-. 390 410 M ~ ~ '<i o 0 CO ~ CO CO "")i; 0. lr) ,,' '" v ~ 'I' -2.2:>< 0.. '" 0 ..t: ,S; u.. ~ -iii g; -'2 r::: ~ 0> ~ ,,' . ~ '" -> CO ~ " CO 'I' '" '<i .:g '" " " Z >- lU :> "" ::J VJ " Z Z Z <1: -.0 "- " Z "" lU lU Z -" Z UJ 405 1 I 400 395 fa :::::! ~ ~ ~ ~ Ct: ~ ....... 1 Ct: 405 400 395 390 ~ ~ -...;: ~ R: "I- ~t ~ O~~ rW sCQ .,. t~~ III. <:~ I ~~~ II1II 1.1.. ~ ~ III III"L,J ~ ~~~ ~ ~~~ ~O ..JO !oj !oj C( C( Vi' Vi' aJ "' aJ s Cl:: s ~ ~ ~ !oj C( V)' (t ;<:t5 ~« ~~ V) kJ V) ~ I ::t t;; ::t ~ ~ 385 V)2 f- ::t~ ",6 Cl::0' liJCL 380 ::§ < ~ W f-« o ~" Ol~ W Z Z o 5: (J) « W 0:: o 0 o w > o 0:: CL CL « gs Cl:: [)2VEL()Pi,:.[':Ti'U."'J~H~.IG I SHEET OF I CI i Y UF ilL", r()N P4 5 PROJECT NUMBER 02052 ~ I ~ I ~ J:\Z002\02052\Prelimiuary\02052PE05.dwg. La)'outl, 618,04 5:01 :38 PM, mJs, KIP batch plot to file,pc3 [ii::t ::o§6 ;--.j~ 401.72 , 40t22 401.71 403.17 .• 403.67 . 404.17 404.42 1-/){ 1- 404.44 = r" . ~ .. ~. Q) / \ I I I I .' 0+50.' . 400.72 : . PRlfCS:: . 1+50 . PRtlCE 400.82 EVC.S:· 2+50 . EVCE . '..J:l... ~. . . . ..J:l... '--' '..--..' . . ......, II II '" .""1-. ~ m = ,584, ! 385.07 . 392.85 <'(1"7 / ......... ;".~",1.,1 395.10· 395.91 391.16· 398.77 3 CAR :'J 397.96 . 398.27 ,:OR -;: . C);) 398.77 599.5 399.27 "j BVCS.· 2+00 I . ( \ \ \ \ . \ · .\ · . \ I ) 391.07 I . I I . I \ I I PRL'es-· 4+00 Eves.-'. D'N'V. EVCE £LEV. 398. 92 ..... '" . C)C) • BVCS: -". "E"E' ~--------~------~r'~-" -"-,,. ,~~ R I \ • BVCE: $8.28 .... ", '" .v, .--.., --.., ,~ EVCS: 1+25. EVCE 0.3 Bve£:399.77 i..'O'>;} . <:::; ;94:27 ,'/9:":/1 ' ...... "393.:50 = 395.03 ~'('/ /) '..1,;/,,1, v 396.78 398.54 400.30 4tJO:6' '404.0 40J.93 ~'" ),;~ ~~I~~ .......................................................... , ................................ : .................................................................. , .............................•......................................•........... ;~?~; ................................ + ...............................•.......................... , .............................. H~ ............... · ..... · ....... : ................................ , ............. . [Cl"," '. 40277 403.15 . : r .' . ~ . .. ~. • • c::::,. . .. EVes.· • EVC£: -----. --... ,--_ .... -.-. ---....... ---........ -_ .... _ ..... !--_ ... . 4024 .......... <:::;4-0.2.62 .. 402.15· , :, STA. O+o.o.=fNrX. Ro.AO 'r" STA. 3+39.69 £LEv. 40.262 · BVCS.· 0.+25 PRVCS.· 0.+75 . PRVCE 40.3.24 . '",'-"-,, . . ..•. . "'l::;;;~ . s· i:'1 '" ,C'S,N :..-I' EVes.' 1+25 ••• ~ ~. ------'----------~__''_. II I EVC£.-: 405.41 ' : :~'~' , ,~ '" , " c:::::. ~sTii. 1+5i=jivrx. . . ... ~ . /38th A ~ S£. STA. 14+86. 75. £LEV. 405. 88 1] Ul DATE JANUARY 2004 PRELIMINARY ROAD PROFILES ~ ~ 1-~-+6yl-~~~~:~I~~~~E~:~. R~~~. ~H~~. r,~:~;:~~~~'E,~;~S,~=P~E~. ~=l~'~~#~A~~'~~'~'~~~iE~i'~~I:,.':,~'~'~'~i~~""-~~;~.~rl ~ i 1 APPROVED R. H. STEVENS, PE Cc:J IV IV E I? I I c:J /VI E.5 CORE \; /DESIGN w, 0'1 ~ ROBERT H. STEVENS, PE 846 lO8th A VENUE NE., SUITE 202 - 4("'/,"; 40.2:43 . 4(}8 f)' ......, 40.2.74 40.3.24 4:)6: 6' 40.4.24 40.5.19 74717 NE 29th Place, #707 Bellevuet Washington 98007 425.885.7877 fax 425.885.7963 Al PROJECT MANAGER BELLEVUE, WASHINGTON 98004 ENGINEERING PLANNING· SURVEYING 0.6-09-04 I I \ . \ \ . \ \ . I \ \ / ( I " BVCE 393. EVCS:O+15 ~''iP ~ II ~------------~ .. '" ~ i-~ EveE 393. "J ~;:; • I \ \ . I I ( 1 . '1 1 \ \ \ \ \ . . \ I I } I I I ( / / Rl~ , i ". ." .. \ .. \ . \ \ PVI .• = 6+0.0 PVI =40293 ! I l " c- i ( \ \. . I • \ \ .. \ . \ \ \ \ \ ..J:l... .......... Q) , , . .,':. '., ' , , , . , . , . DATUM CITY Of RENTON -NAVD 1':l88 BASIS OF BEARINGS NOO·51'28"E, ALONG THE WEST LINE NW1I4 SECTiON 15-23-5 BETWEEN CITY Of RENTON CONTROL POINTS "1503 4 • 418 BENC~MARKS: 13M 11'1 1/8" COPPER FIN IN CASED CONC MON .. THE INTERSECTION NE 4TH ST 4 UNION Ave SE, CITY OF RENTON CONTROL FOINT • 1503 = ELEV. 401.02 13M Ii'2 1/4" BRONZE PIN IN CASED CONC MON .. THE INTERSE'CTION SE 2ND PL 4 UNION Ave SE, CITY Of RENTON CONTROL POINT • 418 = ELEv. 3':l1.O2 LEGAL DESCRIPTION THE NORTH HAL-F OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WIL-L-AMEnE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD f'lIRf'OSES 6Y DEED RECORDED UNDER RECORDING NO. 11""0&41. f'ARCEL-2, THE NORfH HAL-F OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WILLAMEnE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE NORTH 20 FEET, EXCEf'T '[HE WEST 20 FEET, EXCEf'T THE EAST 30 FEET, f'ARCEL-!" THE SOUTH HAL-F OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WILLAMEnE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE NORTH ~5 FEET OF THE EAST 330 FEET THEREOF, AND EXOEf'T THE SOUTH "2.'" FEET OF THE NORTH 2~1.~1 FEET OF THE EAST 20&0 FEET, AND EXCEf'T THE SOUTH 110 FEET OF THE NORTH 205 FEET OF THE EAST 20&0 FEET, AND EXCEf'T THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD f'lIRf'OSES 6Y ['EED RECORDf'D UNDER RECORDING NO. 11"8214, AND EXCEf'T THAT f'ORTION OF THE WEST '0 FEET OF THE EAST 330 FEET OF SAID 5U6DIVISION L-YING NORTHERL-Y OF THE SOUTH 30 FEET THEREOF AND LYING SOUTHERL-Y OF THE NORTH $ FEET THEREOF. f'ARCEL 4, THE NORrH HALF OF THE NORTH HAL-F OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER 01· THE NORTHW!iij;T QUARTE"" EXCEf'T THE EAST I~ FEET THEREOF, TOGETHEr< WITH THE NORTH 30 FEET OF THE EAST 1"0 FEET OF THE NORTH HAL-F OF THE NORTH HAL-F OF THE SOUTHWE1\T QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTE"" EXCEf'T THE EAST 20 FEET THEREOF FOR ROAD, ALL IN SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WILL.<lMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. f'ARCEL-~A LOTS I, 3 AND 4, KING COUNTY SHORT f'L-AT NO. 11"143, RECORDED UNDER RECORDING NO. '''10180905 6EING A f'ORTlct-I OF THE SOUTH HAL-F OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTEI'< OF SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WIL-L-AMEnE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE WEST 1'& FEET THEREOF FOR ROAD TOGETHEr< WITH AN EASEMENT FOR INGRESS, EGRESS AND UTIUTIES OVER TRACTS Y AND x OF SAID SHORT f'L-AT, EXCEf'T THAT f'ORTICN OF SAID EASEMENT L-YING WITHIN SAID LOTS 1,3 AND 4. f'ARCEL 5 6, LOT 2 OF KING COUNTY SHORT f'L-AT NO. I1S143, AS RECORDED UNDER AUDITOR'S FILE NO. 1,,101=5 6EING A f'ORTlct-I OF THE SOUTH HAL-F OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF ~cTION IS, TOWNSHIf' 23 NOr<TH, RANGE 5 EAST, WILLAMEnE MERIDIAN, IN KING COUNTY, WASHINGTCN, EXCEf'T THE WEST 1.& FEET OF ROAD. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER TRACTS Y AND x OF SAID SHORT f'L-AT, EXCEf'T THAT f'ORTION OF SAID EASEMENT LYING WITHIN SAID LOT 2. f'ARCEL 0&, LOTS I, 2 AND 3, KING COUNTY SHORT f'LAT NO. 0&1810&0, RECORDED UNDER RECORDING NO. 1810111032, SAID SHORT f'L-AT 6EING A 5U6DIVI5ION OF A f'ORTION OF THE EAST HAL-F OF THE NORTH HALF OF THE SOUTHUJF.ST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION IS, TOU.NSHIf' 23 NORTH, RANG" 5 EAST, WILL.<lMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. f'ARCEL-1, THE NORTH HAL-F OF THE SOUTH HAL-F OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER Of THE NORTHWEST QUARTER OF SECTION 15, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WIL-L-AMETTE MERIDIAN. IN KING COUNTY, WASHINGTON, EXCEf'T THE EAST 20 FEET, AND EXCEf'T THE WEST 20 FEET FOR ROADS. f'ARCEL-8 THE SOUTH HAL-F Of THE SOUTH HAL-F OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NOr<THWEST QUARTER OF SECTION IS, TOU.NSHIf' 23 NORTH, RANGE 5 EAST, WIL-L-AMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE EAST 20 FEET L-YING WITH IN THE RIGHT -Of-WAY OF 140TH AVENUE SOUTHEAST, AND EXCEf'T THE WEST 20 FEET L-YING WITHIN THE RIGHT-Of-WAY OF 138TH AVENUE SOUTHEAST, f'ARCEL-9, THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION IS, TOU.NSHIf' 2l> NORTH, RANGE 5 EAST, WILL-AMEnE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEf'T THE WEST IS FEET THEREOF AND THE EAST 20 FEET FOR ROADS, TOGETHER WITH THAT f'ORTION OF VACATED 140TH AVENUE SOUTHEAST, WHICH WOUL-D AnACH 6Y Of'ERATION Of LAW, AS f'ROVIDED IN KING COUNTY ORDINANCE NO. 13218, RECORDED UNDER RECORDING NO. 2OC'0'08002019. E TWP.23 RGE5 W.M FOR CONNER HOMES SITE ST A rlSTICS DENSITY CALCULATIONS TOTAL SITE AREA. 1,312,038. SF. (30.1 ACRES) GROSS AREA OF FROPERTY, -FUBLIC R-O-W FROFOSED USE, DETACHED-SINGLE FAMILY -SENSITIVE AREAS (TRACT U NO. OF LOTS, 136 AveRAGE LOT SIZE, 6,26':l± SF. EXISTING ZONING, R-8 FERMITTED DENSITY, 8 D.UJAC. FROFOSED DENSITY, 5.14 DUlAC. FU6LIC R-O-W 266,028± SF. SENSITIve AREAS (TRACT U 14,125. SF. STORM DRAINAGE (TRACT M) 10,834± SF. OFEN SFACE (TRACTS A, E-K, O-V 56,120± SF. FUTURE DEveLOPMENT (TRACTS B, C, D, N, UJ 52,':l00' SF. SETBACKS, FRONT -15' REAR -20' SIDE -5', 15' adjacent to street . ~ .. ' NET SITE AREA. NO. OF LOTS, NET DENSITY, J i ~ ~ PLAT OF' FERNWOOD NORTH iEAeT FAI'ia:I-------_,B PLAT OF FERNWOOD EAST SCALE: 1" ~ 200' o 100 100 ! ' ! GOE'S PLACE VOL. 85, PG'S 12/13 ---.,- KIMBER lANE VOL 91, PG .. ,13 OVERALL FLAT HAF ( fL-.- ! J PUGET COLONY HOMES 1,312,038± SF (30.1 ACRES) 266,o28± SF 14,125± SF 1,o32,311± SF OR 23.10 ACRES 136 5.14 DUiACRE - OWNER DONALD AND MARY HAM6L1N 16210 SE 134TH ST. RENTON, WASHINGTON ':l805':l HEIRS AND DEViSEES Of CLARA HAGERMAN clo LINN, SCHISEL ~ DeMARCO 860 SW 143RD ST BURIEN, WASHINGTON ':l8166 MICHAEL HAMFSHIRE AND LINDA GOE 13625 SE 131ST ST RENTON, WASHINGTON ':l805':l JOSEPH CARLO 28823 REDONDO SHORES DR. S. DES MOINES, WASHINGTON ':l81':l8 DOUGLAS AND SHARLENE SCHERER 13131 SE 133RD ST RENTON, WASHINGTON ':l805':l JEAN LUCAS 13823 SE 132ND ST RENTON, WASHINGTON ':l805':l JAMES BEL.MoNDO 13220 138TH AVE SE RENTON, W/'\SHINGTON ':l805':l SHARON LGiE VAVAK 13418 138TH Ave SE RENTON, W,<\SHINGTON ':l805':l CONNER H19MES 846 108TH AvENUE NE., SUITE 202 BELLEVUE, WASHINGTON ':l8004 APPLICANT CONNER HOMES 846 108TH AveNUE NE., SUITE 202 BELLEVUE, WASHINGTON ':l8004 CONTACT, JOHN SKOCHDOPOLE, FE. PLANNER/ENGINEER/SURVEY OR CORE DESIGN INC. 14111 NE. 2':lTH FLACE, SUITE 101 BELLEVUE, WASHINGTON ':l8001 (425) 885-1811 CONTACT, CRAIG KRUEGER-FLANNER ROB STEveNS, FE. -ENGINEER KEVIN J. VANDERZANDEN, FLS. -SURVEYOR 4th ST. :h ':<:' i {,~ ;~ ~ 'C; ;", ST. ·.Jv ,,';, •• ",0, , •• i?'7'77':~"'r777':M"; ffi --:,.N...:.:;:E::..:.I G.=:...:-l-I:=B:....:O:.....:R--=Il-I:...,:" =-=':-=~=-=,~=--=D::....:E=-T.:....:A--.:..:..=I L~M:........:.:..-A~F_ DEVELOPMENT PLANNING CITY 01' RENTON AUG 0 3 200~ RECEIVED o w > o [L D.. D.. <t SHEET OF 1 3 - -'" LU LU :z: -Cl :z: LU PROJEC r NUMBER 02052 lO'e.mLeI'l:IWAT'e:1't E.A6l!1'::'5N1l'Ec..NO. &OOJlJ,O.l,lO ~1"01't~1!:o6. T~I!& T!VCT "I' FER ,,1<11 #C 1U·' ,.A,.L ~NC.~060.0100 . NaB'16"J"W , 7' ~o· TRAcT I lJUiSF. Of'Si ef'ACE ./ /,. 31 ~ ~o z~ I 00 00 o~ ~Y' ",Cl wo.. u. u.ro o~ I--, <t--' --,0 0..> "'--' -,0 1. > #UPe:~~~600, ea"E&6 , UTII"meS ~ x I"I!I'III 1.:.ttCllCO.6A"''I1.::r.I-I.s,06HCJGI,,.,6.?OL ~~ lI!!!c,t/O.lk?0606004CQ E 1/2, NW 1/4, SEC, 1.5, TWP, 23 N, RGE. 5 E, WM, r----l r--;---., r-----, 1 24 .~~. 2B :: 2", ~ ~~I el' f / ~~lJI bF. .f I ,10';11 ~F. I I I I I r r r L ___ J L' ____ -.J l_ HF~~~~--~~*L~--~~~ I r-----'l II . /' ~:: 33 : II 66~OI 61'. I II I I' .tl:.':"'~'!O-:.,-...J,,1 r------, I, I I ~: I 34 I I ': ~~c:.ol &,1'.: : 1,-__ :....:'J I, r-=-'::~'::-=-_!?'_---~---' '0' i I I I . l ~---l ~----l r----l .1 41 I, I .. 46 I' 3~. 1 I 31> ,: ""~~O::=:~=--l~ ~'QII !F. r: .68<1116F ,'f! / 4Thll.ii. ~ I 51011:g1. ~ I 51~~~ 'L {I ~ t : : • il' I ': I I ~ ___ ...J L _____ ,...J L ___ J L ____ ~ L __ , __ J ,-----)! I 08 " : 4~lfll' :~~ L - . --:11 r-----, I 61 ': : 4!>OOI5F. ~ ~ L__ __..II' ~ -~; --'~1 .~ I ~OOIS!, 'I , " --' r-----, r-----, , r-----~ 'I ,1 I. 1 H161!J' 1 :f! ,.I I L___ -1 " , ." "," '; " ,,,~,,'I '4 ~'·~Rf.qN P ~~~~~~'; " "'~ TRACT M 10' UTILrTT ~T(TT1'"J eTC1<HoRA~ 1083':1'$1' r----r' r-----,' , 48 I I 4~ , \ ~ 16!J SF ~ \ 51611:;1'. ! I I I I I I I I L.-'-~O-:---J l ____ J L ___ -.J --;-----;-- roAlIICeL , 1& ~CT TO A 10' UADE ~T bo...NO ~1'd'T' UTIL.ITY I£A~T A& f'1L.W ~1IIi!: lEe. NO, ~~:2206"5. T~ DE6ClItJ1"Tlc:::H IN e.A10 pOC\.1"\J;NT Ie. IN~IC:leKT TO L.ocATE WITHIN MID "A~EL .. I'I:OAOuJA'I"EeH'T I'I!!!'C. NO. """,911e N.E, Ie, T Fl-ACe ~: AODITICN.AL ~IGoI-.fT·OIUJJAY TO eE DEDlCA1'J:D r-'---l , I I I I 8) l··s,,101I:)1"1 L ____ .....1 SCALE: 1" .. 50 T l-" r'::'::::::::':; r-:"'-:"::"-=::" : :: 1\ , B8 • I 8~ Ii l ~A·me~ ..... J 1 6523 t5F." I ~ ~ L _____ J ~ __ ~_.:~: . TRACT T 6~!6t !!JF. OPEN ~ACE «' .0' I 136 EXISTIQG HOUSE :-----i i-----l ~---- I 12'3 , liS : !rl%16P I I L ____ ..J L __ _ ~;. ' DEVELOPMENT PLANNING CITY OF RENTON AUG 0 5 2004 RECEIVED ------l 121 I 1::C61 SF I I I I L~-7' ,~_~J ~ 1 / / 'i "--I I, }!r 1'" t r , SCALE I (v z !==---=;~~'--j :r ,liD "t; 2 .JJ~)2 Ac. lP/A\f~ MOil! STArION (iii) 0i) 3 4 2 .' ~VLL\R'rIN'S e 21 20 19 60 67 II 3 ACHE (~) UN R EC, (5 NEIGI-160RHOOD DETAIL t'1AF LAU,RELHURST RENTON, WAS/-IINGTON CONNER /-IOMES CORE PE:61G,N INC., ENG,INEERING, CORE NO. 02052 I" " 200' PLANNING, SURVEYING! FE6RUARY '.'l, 2004 ". " 107<1069@ 4 T F~ AC @ I' • • :~ " , . ((; E f:J 13 II 14 - a.1O Ac, (j) S.P. 802065 (I) (2) I '-------.. _- \.50 Ac. 1 /{·.%Ac. 4.9'> Ac. (2) S.P. 8DI (3) • S,£:. '35TH 52 60 59 (2) (A) C;,) Co.,) , 5.p. 880059 R S.P. 574002 ... 4 E A S 2 3 4 .'1 1421\1D o 5 6 "'1' v. 55 50 .. !§ i' • i~ (I) m " i1 i~ @) 280031 (2)@ @ 12 (2) SP.IG3036 is ruql!Cssed or impliel1. (Ii) [] rJ 011'10 & S. E . 6 (3) . ,. CJ I 5J:' 319l0! T H t~( I 5 , " " I' /. o 0 1·---····_·· __ · -·_·_·f--- 63 50 54 (' 50 55 DEVELOPMf I;; PL/\Ni·.~If\k~ CITY Of HFN rC'N JUN 1 0 2004 -- 20' INGI"I"ee AND IOGI"I"e EA5IOMIONT I"I"C. NO. 800.o0.o04O( 2:. o I- ill Z 10' SlOWER' WAreR - IOAe81IONT I"I"C. NO. 6003240430 31 30 I I E SEC. TWP.23 RGE. 5 293.82 i", " '" , I .. l . ADDITIONAL RIGI-lT-OF-WAY r ~ TO BE DEDICATED ... 'ir ~, SEE SI-IEET 3 OF 3 FOR CONTINUATION SCALE: 1" = 50 o ~ ~ 100 ,----------1 I_I_~I ROAD B 15' '" ---~----"J/~------l !( 135 I I I 6~ll± Sf. I ~II I o ~ I I I I L. __ ~ __ ._I I r l I I I "II 134 I '" I I 0130' SF. I I I I I L __ ~ __ .... .J bl r .. ~ 1 I 133: J J 0323' SF. I o / I I "'/ L -. -...::114"-___ ...J I"! 4' r 12' DEVELOPMEi'IT PLANNING CITY OF RENTON AUG 0 3 200[, RECEIVED SHEET OF 2 3 '" llJ llJ Z -() Z llJ PROJECT NUMBER 02052 /" ,,/, " ,"',. DATUM CITY OF RENTON -NAVD 1':188 BA616 OF BEARING6 NOO'&1'28"E, ALONG THE WEST LINE NWI/4 SECTION 1!;-23-& BETWEEN CITY OF RENTON CONTROL FOINTS "1&03 4 • 418 BENCl-IMARKo: 13M 0[11 1/8" COFFER FIN IN CASED CONC MON ., THE INTERSECTION NE 4TH ST 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 1&03 = ELEV. 401.02 ~t,;1B~ONZE FIN IN CASED CONC MON ., THE INTERSECTION SE 2ND FL 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 418 = ELEv. 3':11.02 N88'12'58"W .31hh3 , , " II " N I I '1 g :); ,., I I' , 1\ w = '-" ~ , 'I ",I ' I I I I I I I I : ? -~ ------0 I :.:! I ' " " , , o .Z ',\ ~~. I I I I I I I I I I I I I I, '" I .:; I ,. / ~ I I, I I I , '.:" ~, . ';'~", .', , ~ , , \ . ." .. "J " " / .,' . , ,. :-' , ij f »'" ; " , .. ' ,:," , i . .. ' " . ,,' / / \ , , , " .,1' , ( , . . 1 , I , , , J;t .. , ;,/ / ! , \ : ,- , ,,~ ,N88'09'42"UJ i' '. 22' ; '. ~\'\ ," ~ " :. " 22' i, , :, ,< ' , j '; N88'19'28"W ' E 293.82 , >' , , :- 14' : / 310.05 ' ':'1t Wi: 11 . I> , ,- if! 4' it? ! ' 'I I .~ '. , ,. I' , , ; --_ .. _--------- TWP.23 RGE. 5 ... ' SCALE: 1" 50 LEGEND SANITAI'rr SEWCI'i MANHOLE 5TOI'iM DI<!AIN MANHOLE CATCH 6ASIN II FII'<C HYDI'iANT WATEI'< VALVE WATEI'< METEI'i WATEI'i MANHOLE POWER FOLE GUY ANCHOI'I MAIL60X TREE LEGEND A M MAPLE AFFLICANT CONNER HOMES 846 108TH AVENUE NE., SUITE 202 BELLEVUE, WASHINGTON ':18004 CONTACT, JOHN SKOCHDOFOLE, FE. FLANNER/ENG INEER/6URVE'YOR CORE DESIGN INC. 14111 NE. 2';lTH FLACE, SUITE 101 BELLEVUE, WASHINGTON ':18001 (42!;) 88&-1811 CONTACT, CRAIG KRUEGER-FLANNER ROB STEVENS, FE. -ENGINEER KEVIN J. VANDERZANDEN, F.L.S. -SURVEYOR 6 CH ALDEI'i 61l'iCH CHEF<I'IY MAD MADI'iONA P PINE CW COTTONWOOD FOP FOPLAI'i DEC DECIDUOUS SF SFI'1JCE F FII'i LEGAL DE6CRIFTION Of<DEI'< • 1II:'3~2 THE NOI'ITH HALF OF THE SOUTHEAST GlUAI'<TER OF THE SOUTHEAST QUAl'<Tel'i OF THE NOI'<THWEST GlUAI'<TER oF 6ECTION IE>, TOWNSHIP .3 NOI'<TH, I'iANGE E> EA6T, WILLAMETTE MEI'iIDIAN, IN KING COUNTY, WA6HING.TON. EXCEPT THE WEST I:' FEET THEREOF AND THE EAST 20 FEET THEREOF FOI'I I'iOADS. TOGoETHEI'i WITH THAT POI'iTION OF vACATED 140TH AVENUE 6E" WHICH WOULD ATTACH 6Y OFEI<!ATION OF I..AW, AS PI'iOVIDED IN KING COUNTY OI'<DINANCE NUMeEl'i 13m~, RECOI'iDED UNDEI'i RECOI'<DING. NUM6EI'i 2002020600'01~, OI'<DEI'i • 1012410 Of<DEI'i • 1048831 " ~ ~~~~N ~~LfotJ~~ ~~~~~T:~~T;~[~~~~:~E~~TJ'~ ~~H~~~:'~~~~~1'i EXCEPT THE NOI'<TH .0 FEET, EXCEPT THE WE5T :20 FEET, EXCEPT THE EAST 30 FEET. OI'<DEI'i • 1121136 THE NOI'iTH HALF OF THE SOUTH HALF oF THE NOI'<THEAST QUAI'<TEI'i OF THE SOUTHEAST GlUAI'<TER OF THE NOI'<THWEST GlUAI'<TEI'i OF SECTION I:', TOWNSHIP 23 NOI'<TH. I<!ANGE :. EA6T, WILLAMETTE MEI'iIDIAN, IN KING COUNTY, WA6HINGTON, THE SOUTH HALF OF THE NOI'<THWEST GlUAI'<TEI'i OF THE SOUTHEAST QUAI'<TEI'i OF THE NOI'<THWEST QUAI'<TEI'i " ',.' oF SECTION IE>, TOWNSHIP .3 NOI'<TH, I<!ANGE :. EAST, WI1..1..AMETTE MEI'iIDIAN, IN KING COUNTY, WA6HINGTON, , EXCEPT THE EAST 120 FEET, ALSO i i i .,XCEPT THE NOI'<TH $ FEET OF THE EAST 330 FEET THEREOF, ALSO EiXCEPT THE SOUTH 92.91 FEET OF THE NOI'<TH 291,91 FEET OF THE EAST .bO FEET, A1..50 THE SOUTH 110 FEET OF THE NOI'<TH 20E> FEET OF THE EAST 260 FEET, Al..50 EiXFECT THE EAST 20 FEET THEREOF CONVEYED TO KING. COUNTY FOI'i I'iOAD FUI'<FOSES 6Y DEED RECOI'<DED UNDEI'i RECOI'<DING NUM6EI'i 1198214, A1..50 "XCEPT T~AT POI'<TION OF THE WEST 10 FEET OF THE EAST 330 FEET OF SAID SU6DIVlSION LYING. NOI'<THEI'iL Y OF THE SOUTH 30 FEET THEREOF AND LYING eOUTHEI'iL Y OF THE NOI'<TH $ FEET THEREOF. OI'<DEI'i • 1110013 THE NORTH HA1..F OF THE NOI'<TH HA1..F OF THE SOUTHWEST GlUAI'<TEI'i OF THE SOUTI-IEA5T QUAI'<TEI'i OF THE NOI'<THWEST QUAI'<TER '''--EXCEPT THE EAST, ISO FEET THEI'<COF, ~~p . I , . ~'. THE NOI'<TH 30 FEET OF THE EAST 190 FEET OF THE NOI'<TH HALF OF THE NOI'<TH HALF OF THE eOUTHWEST QUAI'<TEI'i OF THE SOUTHEAST QUAI'<TEI'i OF THE NOI'<THWE5T QUAI'<TER EXCEPT THE EAST 20 FEET THEREOF FOI'i I'iOAD, AI..l.. IN SECTION I:', TOWNSHIP 23 NOI'<TH, I'iANGE & EAST, WI1..1..AMETTE MEI'iIDIAN, IN KING. COUNTY, WASHINGTON. OI'<DEI'< • 1036081 THE NOI'<TH HAl..F OF THE NOI'<THWE6T QUAI'iTEI'i OF THE SOUTHEAST QUAI'<TEI'i OF THE NOI'<THWEST GlUAI'<TEI'i oF SECTION 1&, TOWNSHIP .3 NOI'<TH, I'iANGE & EAST, WILLAMETTE MEI'iIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST .0 FEET THEREOF CONVEYED TO KING. COUNTY FOI'< I'iOAD FUI'IFOSES 6Y DEED t<1ECOI'<DED UNDEI'i RECOI'<DING. NUM6EI'i 119~641. f"O' i :0' A{)' i ' '" , , \ ., '~~: . ~-,I ';" :- 'i \ ' ... '<. ./ i ,:"i~d !f~'i. r. : ,,. < c ~'iI' >b 24' i'O: . {\', ,'" ... 1i " , ,,' / i, EXCEPT THE WEST 20 FEET FOI'I I'iOADS. I OI'<DEI'i • 1121131 THE SOUTH HA1..F O!' THE SOUTH HALF OF THE NOI'<THEAST QUAI'iTEI'i OF THE eOUTHEAeT QUAI'<TEI'i OF THE NOI'<THWE5T GlUAI'<TEI'i OF SECTION IS, TOWNSHIP 23 NOI'<TH,;<ANGoE :. EAST, WI1..1..AMETTE MEI'iIDIAN, IN KING COUNTY, WASHING.TOI--O EXCEPT THE EA5T 20 FEET 1.. YING WITHIN THE I'iIGHT-OF-WAY OF 140TH AVENUE SOUTHEAST, A1..60 EXCEPT THE WEeTI20 FEET I..YING WITHIN THE I'iIGHT-OF-WAY OF 138TH AVENUE 50UTHEAST. Of<DEI'i • 1121134 I 1..0T 2 OF KING. CO\iNTY SHOI'iT Fl..AT NUMeEI'i 119143, AS RECOI'IDED UNDER AUDITOI'i'S FI1..E NUMeEl'i 191016090& eElNG ~ F"l'<Ti.~ OF, THE SOUTH HAl..F OFTI:IE SOUTHWEST ,GlU-"I'iTEI'< OF THE NOI'<THEAST GlUARTER OF TJ4E ~'Rl'<Ti-\lliEet"Q4~I'<TER OF SECTION I:', ,TOWNSHIP 23 NOI'<TH, ;<ANGoE S EAST, WI1. IN KING " ~~~~i:~A~I~~~~~~~~ :~~~~,F:ci~~~~U';;LITIESOVEI'i ~~T5 Y AN;-X OF SAID eHOf;iY P1..A~:.< r OI'lDER • 11.113&/ i LOT6 I, 3: A~ 4, KING. COUNTY SHOI'<T PLAT NUM6EI'i 119143. RECOI'<DED UNDEI'i RECOI'<DING NUM6EI'i 1910160901> 6EINGiA FOI'<TION OF THE eouTH HA1..F OF THE SOUTHWEST GlUAI'iTEI'i OF THE NOI'<THEAST GlUAI'iTEI'i OF THE r;OI'<THWEST QUAI'<TEI'i OF SECTION IS, TOWNSHIP 23 NOI'ITH, ;<ANGoE S EAST, WILLAMETTE MEI'<IDIAN, IN KING!COUNTY, WASHING.TON, EXCEPT THE WEST 13 FEET THEI'<COF FOI'I I'iOAD, I' , TOGoETHEI'i WITH AN EASEMENT FOI'I INGI'<C65, EGoI'iE65 AND UTI1..ITIES OVEI'i Tl'lACT5 Y AND X OF SAID SHOI'<T Fl..AT, 1'HAT FOI'<TION OF SAID EASEMENT 1.. YING. WITHIN SAID LOTS 1,3, AND 4. OI'<DEI'i • 1121133 LOTS 1,2, AND 3, COUNTY SHOI'IT PLAT NUM6EI'i 618160, RECOI'<DED UNDEI'i RECOI'<DING. NUM6EI'i 181011103., SAID .. ,'",-PLAT 6EIN'" A SUeDlvlSION OF A FOI'<TION OF THE EA6T HA1..F OF THE NOI'iTH HA1..F OF THE OF THE NOI'<THEA6T QUAI'<TEI'i OF THE NOI'<THWEST QUAI'<TEI'i OF SECTION I:'. TOWNSHIP .3 EAST, WI1..LAMETTE MEI'iIDIAN, IN KING COUNTY, WASHING.TON. S.E. 1321'lD ST .... c, :- i f \ ,.I; , i , ' ....... J. i'. ,\ l I I I " i 1 .', c: ,. c: .' , .... <, 6.E. 133RD ST / JUN j 0 2mJ/ 6EE 6l-1EET 2 OF 2 FOR CONTINUATION o w > o 0:: D.. D.. ~ SHEET OF 1 2 -'" L1J L1J 2:: -<.:l 2:: L1J PROJECT NUMBER 02052 , I ) " ! :'/FNO :1/2".RE8AR W!CAP "/ S&A .:.'15639" "q.i:W OF ,CORNER " """ ~~ .. ," .. ",,,"",,. ~~ \ \ i . , ! . . ,," '''I ' r. '", ~ 1 \, DATUM CITY OF ReNTON -NAVD 1':l88 BASIS OF BEARINGS NOO'&1'28"e, ALONG. Tl-le weST LINe NWI/4 seCTION 1&-23-& 6eTweeN CITY OF ReNTON CONTROL FOINTS "1&03 4 • 416 BENC~MARK5: BM 11<1 1/8" COFFER FIN IN CAseD CONC MON ., Tl-le INTeRSeCTION Ne 4TI-I ST 4 UNION AVE se, CITy OF ReNTON CONTROL FOINT • 1&03 = eLev. 401.02 ~1;;16::?ONze FIN IN CAseD CONC MON ., Tl-le INTeRSeCTION se 2ND FL 4 UNION AVE se, CITY OF ReNTON CONTROL FOINT • 418 = eLev. 3~1.02 \ . ! I I 'f" . ,. NW1-4cl9lIWAR NP CAP a S'N x OA'W "'! £ TWP.23 RGE5 WM SCALE: 1" 50 o ~ 50 100 ! I~I_~I LEGEND .-'.- 5ANITA~ 5EWEI'e MANHO~E STORM DI'eAIN MANHO~E CATCH BAlliN Fll'eE HYDAANT WATEI'e v~ve WA TEI'e METEI'e WATEI'e MANHO~= FOWERFO~E GUY ANCHOR MAI~60X TREE LEGEND A 13 CH A~DEI'e BIRCH CHERRY CW COTTONWOOD DEC DECIDUOUS F FIR M MAF~E MAD MADRONA F FINE FOF FOFLAR SF SFRUCE SEE 5~EET 1 OF 2 FOR CONTINUATION I I N88'1':l'28"W 310.09 . NWI':l'28"W 240.04 L ROADWAY EASEMENT· , .... REC, NO 4909728 ~ ;' ----. -'~ ~-~ -f=r-~,-- N88'Z2'4Z"llJi I I , t .. , N.e. 1ST FLACe ... ~ .. '. ROAD & UTILI fy EASEMENT REC. NO. 76040800139 . , I. r 1 / -~/_'~'c.' ~~ .. =OW .. '. ' , , o ~'" • I' 8' z ,,' ," :,.~ I~ND 1/2"REBAR //c ,c C ',''II/CAP . '/.~~, 'MSW ".15230" " .. ',~~'E~"X 0.1'[ ;;. /. .. ~ . : . " , , )p .,6.· .. '>V , " ", '. :' ' . ,". .(' -:':"';·0: "(j . c, i . . .... ,': ... --,". 0.5'S X O).'y( .. ' FND #5 REBAR W/CAP CRONES "29537" . N88'2S'%"W O.l'N OF CORNER ..:: ... L~:·:._ APPLICANT CONNeR 1-I0MeS 8410> 108TI-I AVENue NE., SUITe 202 l3eLLewe, WASI-IING. TON ':l8004 CONTACT, JOI-IN SKOCI-lDOFOLe, FE PLANNER/ENG INEER/SURVE"( OR CORe DeSIG.N INC. 14111 NE. 2~TI-I FLAce, SUITe 101 eeLLewe, WASI-IINGTON ':l8001 (42&) 88&-1811 CONTACT, CRAIG. KRlJeG.eR-FLANNeR R06 STEveNS, FE. -eNGINeeR KeVIN J. VANDeRZANDeN, FLS. -SURVEYOR ..... ,,' O.5'N OF LINE 4' : ;"c.'! '" 14 o;;v, ,...;;, «l tc .' l I , . ~'." .. '\ I ;:.. i , \, • / / ;~ "",. FND 1/2"REBr'\R 'II/CAP WEBB ~16230" , 1.0'N X O.2'E \ 'FND" 1 "IROJ .pIPE 1.0' ~IGH '<t ~ , r, .g INO 1/2"REBAR W/CAP MSW "16230': ~FND 1/2"REBAR W/CAP MSW "16230" ........... "" ' .. . .. ..... O,6'N x 0,4'£ " " "'" . '. ~ , I, .. \ \ ...... ' , ~ : c , I , . ',,:' '-FND.#4 REBAR W/cAP GILLiES "9575" 0.15'S OF CORNER . (, ./: " " ! \ '. ,) W f-« o o -.J w z z o 3: UJ <{ w 0:: o 0 o w > o 0:: 0.. 0.. <{ SHEET OF 2 2 -'" l1J l1J ::z Cl ::z l1J PROJECT NUMBER 02052 D!../.\ i OF FE!:ZNWOOD f'\i(X<TH Y()i._ \ 28. PG':~; ~ 00·-'101 i > F'~.1 I E \ , " i ~ "j;J SEC. TWP.23 TREE LEGEND A A~D=f< ~ ~ocueT S SII'<CH M MAP~= CH CHEf<f<Y MAD MADf<ONA CW COTTONWOOD P PIN= DEC DECIDUOUS POP POP~Af< F Flf< SP 5Pf<UCE &J!. IJ6TH &T. .,.. w.M. SCALE: 1" 0 ! ~ ~I ~ I 50 100 I I \1 100 200 I &J!.~&T. >;',"'-.. ~-... ~ ..... . ,-, ""'"'~~1'" . &J!. IS3N:> 8T. &J!. IMn-I &T. &J!. Ill&TH 8T. DATUM APPLICANT CITY OF RENTON -NAvD 1988 CONNER HOMES 841& 108TH AvENUE N.E., SUITE 202 BELLEVUE, WASJ.lINGTON 98004 CONTACT, JOHN SKOCHDOFOLE, F.E. BASIS OF BEARINGS NOO"&1'28"E, ALONG TJ.lE UJEST LINE NWII4 SECTION 1&-23-& BETWEEN CITY OF RENTON CONTI'~L FOINTS "1&03 4 • 418 PLANNER/ENGINEER/SURVEYOR CORE DESIGN INC. BE~~CI-IMARKS: 13M I~I 14111 N.E. 29TJ.l FLACE, SUITE 101 BELLEVUE, WASHINGTON 98001 (42&) 88&-1811 CONTACT, CI"AIG KRUEGER-FLANNER ROB STEVENS, F.E. -ENGINEER KEVIN J. VANDERZANDEN, FLS. -SURVEYOR 118" COFFER FIN IN CASED CONC MON " THE INTERSECTION NE 4TH ST 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 1&03 = ELEV. 401.02 ~t1B;tONZE FIN IN CASED CONC MON " TI-IE INTERSECTION SE 2ND FL 4 UNION AVE SE, CITY OF RENTON CONTROL FOINT • 418 = ELEv. 391.02 LEGAL DESCRIPTION Of<D=f< • IIIS3~' THE NOf<TH HA~F OF TH= SOUT+-IEAST QUAf<TEf< OF T+-IE SOUT+-IEAST QUAf<TEf< OF T+-IE NOf<T+-IWEST QUAf<TEf< OF eECTION 15, TOWNS+-IIP 23 NOf<T+-I, f<ANG,E 5 =AST, WI~~AMETTE MEf<IDIAN, IN KING COUNTY, WAS+-IIN<OTON. EXCEPT THI> WEeT 15 FEET T+-IEf<EOF 'AND T+-IE EAST 20 FEET T+-IEf<EOF FOf< f<CADS. TOGET+-IEf< WIT+-I T+-IAT POf<TION OF VACATED 140T+-I AVENUE S.E. W+-IIC+-I WCU~D ATTAC+-I SY OPEf<ATION OF ~AW, 045 pf<CVIDED IN KING COUNTY Of<DlNANCE NUMSEf< 13228, f<ECOf<DED UNDEf< f<ECOf<DINc; NUMSEf< 2002020eo0201~. Of<DEf< • l(m410 T+-IE 5OUT14 HA~F OF THE NOf<THWEST QUAf<TEf< OF THE 50UTHEAST QUAf<TEf< OF THE NOf<THWEST QUAf<TEf< OF SECTION 15, TOWNSHIP 23 NOf<TH, f<ANGE 5 EA5T, WI~~AMETTE MEf<IDIAN. IN KING COUNTY, WA5HINC;TON, EXCEPT THE NOf<TH ~5 FEET OF THE EAST 330 FEET THEf<EOF, A~eo EXCEPT THE &oUTH ~2.~1 FEET OF THE NOf<TH 2~1.~1 FEET OF THE EAST 20;0 FEET, A~SO THE 50UTH 110 FEET OF THE NOf<TH 205 FEET OF THE EAST 20;0 FEET, A~50 EXPECT TI-jE EAST .0 FEET THEf<EOF CONVEYED TO KINe;, COUNTY FOf< f<CAD FUf<PQ5=6 SY DEED f<ECOf<DED UNOEf< f<ECOf<DIN<O NUMSEf< 11'06214, ~50 EXCEPT THAT POf<TION OF THE WEST 10 FEET OF THE EAeT 330 FEET OF SAID SUSDIVISION ~ YINe;, NOf<THE~ Y OF __ TI-jE 5OUTI::L 39 F~ET, J!:!Ef<EOF AND. ~ YlNC; eOUTI-jE~ ~~Of<TH ~. FEET THEI;<I;OF. __ " .... , ___ _ -.'. '---. ---.. -.- Of<DEf<' 1110013 I T+-IE NOf<TH HALF OF THE NOf<TH HA~F' OF THE SOUTHWEST QUAf<TEf< OF T+-IE SOUTHEAST QUAf<TEf< OF THE NOf<THWEST QUAf<TER . , EXCEPT THE EAST I~O FEET T+-IEf<EOF, AND ) THE NOf<TH 30 FEET OF T+-IE EAST ISO FEET OF TI-jE NOf<T1-j I-j~F OF T+-IE NOf<T1-j I-jA~F OF THE &oUTI-jWEST QUAf<TEf< OF TI-jE SOUT+-IEAeT QUAf<TEf< OF TI-jE NOf<T+-IWEST QUAf<TER EXCEPT THE EAST 20 FEET TI-jEf<EOF FOf< f<CAD, . ~ ~L IN eEcTION 15, TOWNSI-jIP 23 NO~H, f<ANe;,E 5 EAeT, WILLAMETTE MEf<IDIAN, IN KINe;, COUNTY, WASHINe;,TON. Of<DEf< • 1038081 '\ TI-jE NOf<T1-j HALF OF THE NOf<THWEST QUAf<TEf< OF THE 60UT+-IEA6T QUAf<TEf< OF THE NOf<THWE6T QUAf<TEf< OF SECTION 15, TOWNel-jlP 23 NOf<TH, f<ANGE 5 EAST, WILLAMETTE MEf<IDIAN, IN KING COUNTY, WASl-jlNe;,TON, EXCEPT mE EAST 20 FEET THEf<EOF ~VEYED TO KINc; COUNTY FOf< f<CAD PUf<PQSES SY DEED f<ECOf<DED UNDEf< f<ECOf<DIN<O NUMSEf< 11'O'Oo;41.j Of<DEf< • 1040031 TI-jE NOf<TH I-jALF OF TI-jE NOf<THEAST ,QUAf<TEf< OF THE 50UTHEAST QUAf<TEf< OF THE NOf<THWEST QUAf<TEf< OF SECTION 15, TOWNSI-jIP 23 NOf<TH, f<ANGE 5 EAST, WILLAMETTE MEf<IDIAN IN KING, COUNTY, WASI-jINGTON, EXCEPT THE NOf<TH 20 FEET, .\ EXCEPT THE WEST 20 FEET, . EXCEPT THE EAeT 30 FEET. Of<DEf< • 1121136 , THE NOf<TH I-jALF OF THE SOUT+-I I-jALF OF THE NOf<THEAST QUAf<TEf< OF T+-IE 50UT+-IEAST QUAf<TEf< OF THE NOf<THWE6T QUAf<TEf< OF SECTION 15;"TOWN5HIP .3 NOf<TH. f<ANe;,E 5 EAST.WILLAMETTE MEf<IDIAN, IN KINe;, COUNTY, WASHINGTON, , , EXCEPT THE EAST 20 FEET, AL60 : EXCEPT THE WE5T 20 FEET FOP< f<CADS. Of<DEf< • 1121131 THE SOUTH +-IALF OF THE SOUTH HA1.F OF THE NOf<THEA6T QUAf<TEF< OF THE SOUTHEAST QUAF<TEF< OF THE NOf<THWEST QUAf<TEF< OF SECTION IS, TOWNSHIP 23 NOf<TH. f<ANGE 5 EAST. WILLAMETTE MEf<IDIAN. IN KINe;, COUNTY, WASHINGTON, EXCEPT THE EAST 20 FEET LYING I\JITHIN THE F<IGHT -OF-WAY OF 140TH AVENUE 60UTI-jEA6T, ALeo EXCEPT THE WEeT 20 FEET ~ YING WITHIN THE F<IGHT-OF-WAY OF 138TH AVENUE 60UTHEAST. Of<DEF< • 1121134 LOT 2 OF KINe;, COUNTY 6HOf<T PLAT NUMeEF< 11'0143, AS f<ECOf<DED UNOEF< AUDITOF<'6 FILE NUMSEF< 1~101~05 SEING. A POf<TION OF, THE SOUTH HALF OF THE SOUTHWEeT QUARTEf< OF THE NOf<THEAeT QUAf<TEf< OF THE NOf<THWEST QUAf<TEF< OF SECTION 15, TOWNSHIP 23 NOf<TH, f<ANGoE 5 EAST, WM. IN KINe;, COUNTY, WASHINe;,TON, EXCEPT THE WEST 1.5 FEET OF f<CAD, Toc;,eTHEF< WITH AN EASEMENT FOf< lNe;,f<ESS, EGf<ES5 AND UTILITIES OVEf< Tf<ACTS Y AND X OF SAID SHOf<T PLAT. Of<DEF< • 1121135 LOTS I, 3, AND 4,KING COUNTY 6HOf<T PLAT NUMSEf< 11~143, f<ECOf<DED UNDEF< f<ECOf<DlNe;, NUMSEF< 1~101eosoS SE ING. A POf<TION OF THE &oUTH H~F OF THE SOUTHWEST QUAf<TEf< OF THE NOf<THEA5T QUAf<TEf< OF THE NOf<THWEeT QUAf<TEf< OF SECTION ,1&, TOWN5HIP 23 NOf<TH, f<ANG.E 5 EAeT, WI~~AMETTE MEF<IDIAN, IN KING. COUNTY, WAeHINGTON, EXCEPT THE WEeT 1.5 'FEET THEf<EOF FOf< f<CAD, Toc;,eTHEF< WITH AN EASEMENT FOf< lNe;,f<ESS, EGf<ES5 AND UTI~ITIES OVEF< Tf<ACTS Y AND X OF SAID SHOf<T PLAT, EXCEPT THAT POf<TION OF 5AID EASEMENT L YINe;, WITHIN SAID ~OTS 1,3, AND 4. Of<DEf< • 1121133 LOTS 1,2, AND 3, KINe;, COUNTY 5HOf<T PLAT NUMeEf< 0;1610;0. f<ECOf<DED UNOEf< f<ECOf<DIN<O NUMSEf< 1810111032, SAID SHORT PLAT SEIN<O A 5USDIVlSION OF A POf<TION OF THE EAST H~F OF THE NOf<TH HALF OF THE SOUT+-IWEST QUAf<TEf< OF TI4E NOf<THEA5T QUAro!TEF< OF THE NOf<THWEST QUAf<TEF< OF 5ECTION 15, TOWN5HIP 23 NOf<TH, f<ANc;;E " EAST, WILLAMETTE MEf<IDIAN, IN KING COUNTY. WASHINGTON. DEV~1g~·OjF[NTPLANNIN(' , I I l nENTON ' JUN 1 U 20[111 R~f'em~;;'j ..... ·;,ybow '~~',>,f,~i () ""' Z ~ t5 ~ >-0 0 <0 lJJ -<0 110 ~ .,; :> oS C'< '" v c " £ 2 , ::l 0> a V) .5 u. -i' -s; '" ~ C'< a u.o $ ~ Z Q)" l.t) () ~ CD :z "-> <0 " ~ It) -~ C'< Z '" " :z « ..... "- () Z -'" lJJ lJJ Z -() Z lJJ '" f5 f5 0' '" ~ w ~ ~ CJ « :::s z 0,' ~ :::s « ~ :> >... ~ c-O::: -.. ~ U :§ 92 cti -.. w 92 -0 (,j 0:: 0 &l (,j 0' -..j 0 lL ~ 0 W W > Z Z 0 W CJ S 0-: f-If) <{ [L <{ w 0-: [L 0 0 0 <{ SHEET OF 1 1 PROJECT NUMBER 02052