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Home My WebLink AboutLUA-04-031LEGAL DESCRIPTION P~C(',. t5.2JO!i IKlll TM[ E...St •05 rcrr OF lH[ H0'"H 1-W,r or THE NOFITkE>ST OUA!ttEI' or TH[ NOPlHwtsT ou.urr[R Of' TH[ NORTHU,.ST OU.ARTER or SECT ,ON 15, TOWWS,,IP 2J ~'1TH, RNlC!: 5 UST, l'l'ILLM,IETIE ~Ef!JOl.ltH, IN KINC COUtfT'I', WASMINC.TOH; [KCtPT TI,[ £,1,ST 2{I F"EtT fH[R[Of FOR ROAi); t•C[PT THE r,,QFITH •2 rtCT ™ER[Qf" CONDEMNED IN l<INC COVl'ITY SUPf:Fllc,11: COIJR7 Cit.ust HUIJ&.R' '"22JJ FOIi SOIJTHE,151 1211TH S'fRECT. PAAi;:n 1$2J05 'f'149 THE lfl£ST JO F[tl or Ttt[ [..sf 135 rt[T Of THt: NOR'JH HM.f'" Of" TH[ NORlHEAST OU-'R'ti.R OF 111[ HOFlTHW!'.ST OUJIRTU OF 1-..C NORTHEAST OU.IJfTER ar SECTION 15. T0wt.St<IP 2, NOWTH. RAl'IC,.£. 5 (ASl, WIU.W[r.[ M(RI~'<. IN KINC CQIJN"T'i', WASI-IINGl(lN [lCC[PT TH[ NORTH 30 f'ttf TH[RE:Of' LYll'fG WITI-IIN TH[ FIIQHT OF WAY Qr SOlftHU,51 128TH STR;E(T, ALSO [~C[F'l T)i[ SQIJIH 12 FCCT or Tl-<E hORTH 42 FEET or s,,JO SU60MSl()N C0NV£YED10 KlhGCOUNTY F~RO,O F'IJFIP(lSES BYDHCI RtCOROED UNOC~ RECOROINC NVMBrR 5823&<&2. PNtCEL 152.:305 gi,.1 NORT!i M.tt.r or TH[ NORT14[.osT 0111«1£R or THE NQFmoWCS'T OU.tl'ITER or 11"[ NO#THE"51' QU,t,Rl[R or S£C1'10N 15, TOWNSHIP 2] N()R'1H, RAAIC.C '!I ["5T, WlLVHCTlt ~RIOl.t/i, IN KIN~ COUN1'!', WASH:NC.TON [lC£FT Tio![ W[S'T 277.'!I FU'.T ~O T'i[ EAST ll'!I F[[l ™EREOF /ll'HI .E:XCE"T PORTION CONV(Y[O TO klNO CO~NT"r' FOR ROAD 9'l' DEEO RECORDED UNDER RECOROll'tG NUMBER 577J188. l>IJ'1C(Ll'!12l0'!1!1019 THE WCS, 217.'!I FU'! OF" !HE NOFml H1tlF" OF THE NORT11EAS1 OUARTER or TI;[ NO'tlMWES1 OUNIITEA or THE )(QRft,,U,.St OUARTt:R OF' Sl:C110"' l'!I, TOWNS~fl" 2l NOltlH, R~CC 5 UST, ...,,LLJ,UCrtE MElll!>liON, IN Kt'«, COU""1'r', W,,,i,SHINCTON E•ct:"1' T);.[ NOP'TH JO f[[l THER[Of roll COU!ftY ROID ol.LSO [IIC[Pf TH[ S0U1H 12 FE'.('! Of THE NOfflH <f2 FUT l"'tAEOF" CONVEYED :'O KIN() COUNTY roR RQ.t() PU~[S BY OEED AECOflOED UNO[R "ECORDINO MIMBCR ~236.fl; ALSO (XC(PT TH( SOUT'i j FE(T 0> THE NORTH "5 FUT TM[R(OF" CONVEYED TO K~ COUJ<rY >OR A0.-0 PURPOSES BY DEEPS AECOROEO UNO(li: R(COIIOI .. G N\/WB£lt5 IH0928015!1l, 81'0!l280159S, 11109280696, /IN[).fl709U0'5-n. PARCEL t'!ln0590"5 THE EAST HALF ~ TI;[ t-.OR'!Ht"51 OOARTCR or T+<[ NOIUH""(ST OUAATtR or r .. c NOA1HWEST OUAAl[~ Of THE NORTHCAST OuAAJ[R, SECTION 15, TO'MiSH!P 23 NOffTH. !V,NG[ 5 E,l,ST, W!lv.MEtl[ l.l[R1DWI, l'f KING cou~,11"5HIHCTON l['SS COUNTY R0.-05 .IND L[SS UIN[AAl AICt-ltS SURVEY DATA: BASIS or BU.RING BliE'..ltKOOWN PER PulT or *'CPWAN PLACE, II 20~. Pg 70 \l[RTIC._L OATUM Clll or RENTON CONTROL f:2119. t'LEV••:2e.,11 R[FER[NC( SURVEYS PL•l Qt MOAC::N-1 PLACE:, Y 205, Pg 70 ij~[WOOO W[ADOWS Sl<IORT PJ.T, V 155, P,; 1:26.f R[COQO OF SU~ AfN !151113!104 RECOl"<D OF SUll'IE'r' AfN 11:50916-&00• RECORD Ot SUIIVEY AfN B71 l02900• RECORD or SUR\IE'r -.F"N 9"062.f9008 TOPOGRAPHY ANO BOUNDARY SURIIE:'t 8Y: ~ DRYCO Surveying, Incorporated 12714 VALLEY AvENUE EAST SUMNER, WA 96.390 253-626-0JOO FAX 253-826-970J A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: CITY Of' RENTON WATER: WATER DISTRICT NO, 90 SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & CAS: PUGET SOUND ENERGY CASLE T.V.: COMCAST CABLEVISION TR.t..CTS: TRACT A: DRAINAGE -1 JJ40 SF TRACT 8: PRIVATE ROAD -2553 SF ~ SITE DATA AREA: 4.22 ACRES -RB AREA: 1 .09 ACRES -RlO AREA IN STREETS: 0.84 AC -RB AREA IN STREETS: 0.26 AC -Rl 0 NET AREA: 3.38 ACRES -RB NET AREA: 0.83 ACRES -Rl 0 PROPOSED NO. LOTS: 27 -RS PROPOSED NO. LOTS: 9 -Rl 0 ZONING: RS & RlO PROPOSED DENSITY: 7.99 UNITS/ACRE -RS PROPOSED DENSITY: 10.84 UNITS/ACRE -RlO PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESID. >.SSESSOR'S NOS. 1.63 AC R 8 0.20 AC - . -• / j~. ~;;~/) 152305-9033 1 52305-904 7 152305-9148 152305-9019 1 0.58 ACl) 1.81 AC ( 1.09 AC) R-10 lir/.,,,_ ___ -·------;~ -,--">· \:;;~ ~"·~ ... _,,,,,"·~ I! ./'·":_..,.,. ;.c_ / 152305-9045 SITE ADDRESS: 355 JERICHO AVE. NE . /,,,_; I ! -=-.. -,., .....!I!a!..' !l ~~ ; SlTE-111!1 ,1 ~ 1· t ., .. L. .. ., .. ,.. ' ,.· lt' ! ; -. t I J NORTH ~ ! I ,. ':·~ ""· VICINITY MAP ll ::~,b~ ~ --·---~---_..,... __ .,,:mn .. -"ll"'--_,~.-:-1-.. ------~1-rir ~ 1 I r•-••·•'!.1 ,--•-•·+, r~-~:.~~~ ~·-••••···~·~t::~:~ :=~.~ ·~-t.~~ l:~:\~O:~ ~-.: -~ --~~~-----~~~ -, 1it1 I' II ' (, --- / I ' ' ' • ~ : 0 I ---·----, ........... • ' ' REC" """ • "' """""""' ' • I 1l I I ' I I ! \ !•! ! f ii' .... ' : 'i '' ' ' : ' ' : ,, : ' ' ., '.,• ' ! ', I ' ' 32 • J, .i,, , ~ OA•tNAGC ''81' ~Ir ~I~ g 1 • lg II : I 7 '1:il 11 ~ •1 5532 Sr~ J • 450q SF" I ii : 2.J. / t3l4J..~ J~4SF tmi l•1 om 13J.t-0S1' /i1il 11 i:1:, ~oSF ~11~~,ov'.1;1 •11sosr,1~ •6!>1sr I~ •g1111srt\:: · '~ ,. 5nssr, 'Rolt.!I ,' ~'\ \; ·····-··· WJIL---.l :i~ / l .;.500 sr ; ' • ; 1 ' j ,-" . .! : ' 1 1 ;, 201 .. ~ l ..... ---~ L ........ ::-i,' ~~rlol(NT % • \ f "~ l~, j ~\ < \--···~----• ......... ,J\ ........ , .. .-J•'--·····"l~--.. --, . .__ 'I'"' • t.lL... I Rt, , ..... ~~--, L--~Ji ----rJ ~ ;,, "~,, -..., is2a ~. ~00' { ·-io:aa-l-· !>fl-0/1 ,c.oc, ··<11,E,l,SEMCN:,,, -~I--fu~ I , s110011110, I .. ~ 1 ,, "1'""'"''·· -~~ --~--------------. 1 ··. ,,. ..=:i:,;!&,,f I I / ,,,.-1=-'-'~==i-::.:'.'~-; . · . ',. ',,,, \ ~ NE3rd·Street --·• -~,;-,:.~1''.'.::'1-f::~.r=~···-... :.,11 ·\ I t • '' ' ~----------------~ ( • '' ''I_ .' 1 ( · ; ....... '.J1523~ i9o•~ \ _ ----,, ·,, I '1~62306 tio19. \ /1r;z301J 9047 -~ ]/ / •·;:', , : ~· \ ' It : 111 .J.4 ' ' Q .. ,... ----------T, -io.t.i° ~w-,. • , ' .... I ' l l \ ··; : -; ·-·, I :lllt!~<s~J I ilJ! sr\ = ..-l=: OC) -·rt,• . '.._, !IQCIQ ". Ol1 71\ l \ ,'°""° \ ~,~ . r·· '' '~ I J ' 5!,04 sr\ I ,i ~\I \ • ,.,,t .. ,, ·--·······1"·0····' 10:::g~o:: ... :.,".--f ........... f ...... ., ......... ,J ......... JS. ---,----.. I--...... c-]7.,--.. ~\'\ .,, '~ •'I ,12·, I \ " ' ,, -I • . " ' I ~ ' \ . • ' , • z '• c:, ·--l ' I I ,I !cl' , I;'.: t. ... / 45..UC' •5..ao·---... : ~,: •«.: 1\ , "'! I Y .. ~.. \, \ , : l , ~I ', ,tf1.!,$F ·······-·-._... 1 I~' \ ~ " ;e-~ -.... • , 53~!sr .1~'~.14 \;11 \ ·1~ \: ~') -\ !1l ~, :1~ 2J\ ~I !) \ ' ~ -t' ,t, I •,'.1 \ i PRlll~D.-0 ~ '"1-~ ;1g 4ep0sr:1, 1!l., :1: 1 1 ..... 1• 11t 11 • .f600Y,1: 4600V;il,_,.I 25 ... ' '<t-,,.'"'"'4 '152306 90331 ~ ~Ill \ i -----""' -, .. • ., ,,. 1 _h-~.~~':ill·-~ ~:f-tl~ .. --l'~~~::. ___ J l ... ·~:· .... (:i\--Tr-1l.. .... _1,.:,_ l ..... 4·--, !i: """------, \ -:·. .~ \1 \ , '·~ ......... ., r····~--, ~15 ORl~W,11 [SMl ,a~. l /I o ,,!>fl_~ !>flOO' M.ao' , c l. ........ ,,i;,e-••• .'. 7 ..,._ I 1: ~ \ • , . . . . , . _w,, 1 .!JI-1'!.......\.-~--r ---)-~ --,, . .,. --~ I \.:i 'B. : 38 ,,'kt' ;l? ~· , ••• _.q..a< •• ., •·•l&.I'•-., •··1'&")'••.,,. r•.!11-IC••., ... -,.. .... 5"., >'r··•11.J., ~ ••• :0,., , .. ., I ~ \] \ " uze Sf i:, 3g150 sr ~l) J:o -sr' :S I t"/ / ) ' 1 , / : / /' ! I ', i \ : ., ;,~ -, • I , I 'r:·~----~ ,p, I I l .' p;:; \ ! . ' ; ! •1: ,,: :•1 I"' : 1J : / t'o : /15 'I~ \ ' :1 \. 1' :20_..r Ill 1 21, : ii : ~··-. ,~ : 2G 1 : 11; : ... : 14 :' ~ \~ '··.. i / : l ./ ii : I /; i <f'!I02ST!/ 1' l ~,02sd' II t .:2srl\ I; I .,~,~ iii 4~o'sr.1 I~ :2, '. 1t",t '626ST: ll : 27.,' : ~ 'I ~r1 .. \ .. '"'""·····' ;,, ...... , , ....... , i , .··1 if i \_ ;\ \ l\ i i , r '.'"" : :• : "'°''' I 'o'\lO' \\, • . ~~'n"Elt!il:.s.. / ~--... -~-~llt217.~ ... ~--Y9~~,n1tE24r'"~,.;~--: ... :_-11•0.11~· /':-·::··· '-·'ff.il'--·~ se~,;"2:~;f i I ·~\\_' .. / l "-.... , · · I ,.® \I- i • ~ ., ! ! , I ('; \"' "\1 : i I I· f .11 \: EiloSE.I\IENlS NOT. SHO'M-1: 1, UNSP£C1FLED SLOPE EASEMENT fOR CUTS ANO FILLS FOR THE BENEFIT OF KING COUNTY. PA.RCEL 152J05 9045: REC.If 5799277 PARCEL 152305 9019: REC.I 5023643 PARCEL 152305 9047: REC.,¥ 577J18S PARCEL 152J05 9140: REC.I 5823642 PROPERTY OWNERS: 152J05 90J3 152305 9140 a.w.c .. 1Nc. TERRY DEFOOR 246J3 NE 133 ST. OUV/\1.L, WA. 98019 15230~ 9047 RIBERA-BALKO ENT. FAMILY LTD. PARTNERSHIP DIANA R18ER,i, 16400 SOUTHCENTER PKWY,. #308 SEATTLE. WA. 98168 l52J05 9Cl9 :52305 9045 HOWARD BANASKY 1402 N. 26 Sr. RENTOt-l, WA. 98056 PATRICIA BANASKY 46J fl:RN04.LE AvE. NE RENTON, WA. 9B056 .I I GRAPHIC SCAI..E ·~.JJ-.{ T ( UIPUT I ll,,ch•40 !\. Cl z O:'. ~ • w ~-ij~ wa:86? ~~~~~ "~./~;;-z :5:11:~E_ W~5 ~ ~ !t?;:.: i~ W<> Cl w <( J o..,., ",: ~\li .......... " "0 __, ..J,: ~§~~ i:j:;~o ii:: ~:;:; l!J ~~ Gj; Cl:"-' O.."' ~ ~ w ~ C ;;;a~ >-l>llQ. D::: ,;,,11>g Cl:~ ,Ol ~ ~~i 1 ar: g u ~a• j! ~ if :i I (.) O~lt-~ SCJU· 1" • -4(1' IDC51Cl'<O•:.......l,l,L_ OIi .. ,~. --iblL... ..,,_J__ _1 __ I '(#u 1D ~· • A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 2.3 N., RANGE 5 E., W.M. z "' 4'12 ·~+- x1· ... -EXJST!t,,•G-G'1ADE ~ -t·· ·1-• --• -----.. -·~.........-/ ---:.~ .. ·•· -··-·-! 442 ••• I I. "-·--. ···-. ·r: --PROP/i]SED ----· \ -----! ------ --·--,-·--~----'-. --- r sF_ ·J ~t~.1~f·.>e1~, CENTtRLINE -J --\ 1 j ------""1 --A --·-·1 ---'-=-1 ., .. 440 I ~::~~~:~::~)k~r-~--i= 1-~:c} -\r:~ 440 $; _ il - 438 ~ --~=·· ~ 436 Li 434 - +.,+ l a,· ' ". ~ "" <:t: CW£1'1 ~ CONCRO£ 1-f",I/'!. r· ' I '"" .aum, I •I I (J z L ... ~<::"~ I . ;·-~:R?P_LE,;.;E, ~~:}~\,/EST. ~_T~~E -.::i:.. -=t-430 ]~ ~; ~/ .. ~ ---· -~ -· -~ -·:foo -~ __ j~ ::~~· __ }'~~~;;;H,~: .. ;c!. ~ ~:~,h ::: iJ/&:;}~~..,-:.:.,.,;t~~s:1.,,¥,7,.;·1~~;~. /~~'%~)1;.~_m\1\•,~'{ 'v~ !i" CWlNT C0"10i'U[_j' . \ \\1" 1 1 •. .\'Alo( I \1\ \ \\ \ ~·Afr 2·· 1.1.,1v CQl,IPT rJEPTN cu1SS' ·s· ASPHAU coNcPuf" ____...'!. \ \ \ \ 432 430 - 420 Q'. ~:-~~ .., '0 ~~~~~ C) ~ . .;-:_ Z:E~:tl~ 426 ,2, ! . -~1 _l..,.. . I -v1 -----. ' -~ -,r-·crn'rtRLINE -! ---8 l -424 1 .. 00 2+00----·;1-~~~~~~ErNtRflDE-;--=!.:...:· l~Q --i-----~s;:= ! ~;~~ .;-422 '"ur ... ewer. (}(PT>-/ CPUS•/£{) SURFAC.'~C TO"' COvRSt: .....J \ \L '([RT/CAL CIJRB 2" U,"11 COU,"'7, O[PiH CRIJS.~£D SiJRFACIIIC 8AS£ COL".'<'SE ---1 \ CRAVf/ 8ASL ~Ct.ASS "ff") \IAY B£ l?C:001R[(> PC:,•!)111(; SO'! C(Nif)lnONS_j, w ,~ .~ V) C :i!°: ti fr:~:~: w;t a:1-.. 0+00 j -· • : : ~E~ ~--I~~ '" .:.:·---· ~=--~ -= 420 0+00 1""00 2~00 3+00 3+28 63 (J w <( TYP. INTERIOR PLA T ROAD 1 I I PRDF,!kf "0;,z ~gpurAM AVE. NE J Rf.l'LAct:£JCJST. 12· I ! ~ ;--JI VERl,, 1·=:4• l Ir--~;?R::pfR(~~~~~)r.E\11 I• •• ::::i I i 'I • • ' . ·---------~-~--;~··,,,~ ~l~~~-2-· .. <~~-~-~·-__ =:_~-•. i:..:::...-. =~~-=-----~---::-:::--,,:-:-·_-~-· -~·-·, )J 1·,~h-·-~~ $'.. ---; . =-•-=;=--"-=-·-~ •• ..==-· --• -i-· . " . o;; ---:==-~ . • ~. • • ' -; ' ·,:_;..g,,.~ ,··· . . -~ ~f~~~itt \~ L;,,,."'"'"'" 1 . . .w. 1 l ~"'°'""'Tc[ '""""'""""""'Ir f .r . ~ ·I l 11, r=( o'!! j /i ' I L ~D TRACl A\ ~v~~u;r{~:\/~~~T ow'I. I I I 11 • ,-1 ~ 0:: "t '"'. T ... .sllili.t.m?t.2}_J ~l~~\{J!~U!.!!'1.2L/: '. : JI I JO fr"'""l OR=.GE' ,,. I (INSIDE DIMENSIONS~ I 7 > 1 I J II 2 I I I ~ I -.1 ~ ~ fiir!:rn ,e,.,,,,,, .. ,, '·\ l~l~:.l 1'· liJ · ·l ,, , : , . · l' : l, : il,, i. 1'· __ ~-1[ 1 /i i!~! /' ' TRAClB ,r~rol<\I ~ L l 1 1 , :,;.;f, " l 1/ ! rt: ~~ I PRl~/11"[ ROAD I . -------. --. --. --" - -I ~ ,q;: V) . I .. ·1-~ J . •.. CP,.' \ 11 SH71~ '' u SIOFtM I L ••• " J 1,)1 l 1 '""j 0::: :S DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD UNDERGROUND CONCRETE VAULT INSIDE DIMENSIONS, 92' LONG x ELEVATIONS: TOP, 421,5 BOTTOM LID, 420.5 100 YEAR ·,dATER LEVEL: 420.0 BOTTOM: 410.0 VOLUME PROVIDED, 4 78<0 CF VOLUME REQUJED1 4 7840 CF TOPOGRAPHY AND BOUNDARY SURVEY BY: ~ DRYCO . Surveying, Incorporated 12714 VALLE'!' AVENUE (.AST SUMNrn, WA 98390 253-B25-0JOO >'AX 25J-826-9703 r . I 1-;;--·-·-:J·-~---· -·---·-r-·--.,~:-----., -/---·-.;tit j I ~: ' i ·,, -l-~. J: . : "I~-~-1-. ·1, :1-· . .-1-.~:1·1~·:1-·1~~ i~T-,,_~1---:--1·~· ·.,n', j/rr11i::1 I . r L_c _ _;,,.,.. -'l ! ' 11 I ·13 I l '\ ! l~ I ! 20 I I ii! I I I •• Ill I / \ '-.....1 ----, ~I 14 I 16 I 17 1 1·· .. : 19 t 1 l c:,, I l!, I I 'l Ii I I 15 52'',/[D[ \\/!"" 1 .. 1--·~, 1 ,~;1 1 ·': -,~ 1_~·il ;_J_~Jfu __ J __ J_'~ i~ii __ \.11 .. \n·~'\_·~ ti; .. I • I • l I I ,) l ~ ~ l I I I ' ~ --r1 I l t i I ~ ~ a.g: I • I I I I 1' 15 j 1B JL.,.. 21 I 22 L_IJ 27 I \ 11 28 : ~ I 1 [ I [t: :2 ·°' L ~•::-~:---.l:----J \ I . I I I \11 "•......._,. I ':,, 11~ ~ ~~~ ------~!_!;T.:::_L '~ a_ •• .::.::.. ______ jL___ -. ___ J_______I"-: ··\1' ,.. l, . i_ ~g~ / ". ~ ! --ssrn11·r2,ia39 i "°'' f 1\ id·1 i, U ""'is,g // . : . "-,. i i.. . ,:~r i\ ! : ~ / I.' \./ATER QUALITY: ·' i"' ',/ETVAULT BELO',/ DETENTION STORAGE I I-~-"-,.~,~-~-~.,~. INSIDE VAULT I TOP ELEV, 410.0 I """'"......,_ BOTTOM ELEV, 406.4 ; GRAPHIC SCALE -·'-""- DIMENSIONS, 52' X 92' X 3.6 = 17222 CF L__J ~ " m '~ VOLUME PROVIDED, 17222 CF ~ ' I VOLUME REQUIRED, 17160 CF • • • '"' > I ""'' -1 -llnch•.a fl OF _l__ ." r • • S ! i j i ~ ~ 7~~~;; TERRY DEFOOR 1 -1-· 1· 1 , f; ~~ -:·. ~ · ' ,;.; N, w,d sr DUVAU., WA. 98019 Phone' (206} 999-8874 JERICHO PLAT 37 LOTS , CONCEPTUAL/ZED UTILITY PLAN'- NE 4th ST. 0 ,JERICHO AVE'. NE 1~=;;.,,,,;....,1 U1 '2c rrJ )> :-2' __, rrJ rrJ ::u ::u U1 U1 rrJ rrJ ::u ::u < ,:: 0 0 rrJ ['1 v v :;o ;u 0 0 < :;; 13 0 rrJ ['1 ;u ;u Q :,; __, z -< C) 0 0 '] 0 :;o C z n --< z --< -< 0 :ii: z )> _, rrJ ::u 0 iii :-< ""' lO 0 JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phan& No. (25J) 850-09JA Fa" No. (253) 850-0155 )> " 0 ;o :::l 0 z £. 5' <1> z f'1 -.::: j' VJ [Tj () --< 6 z 511 --< 0 "' z VJ I 'o N c.,, z ;o )> z G) [Tj u, ['1 "' ;:: © ·~ AVE. M I" 1 1 I • •• -•• 0 .-• :0 g.~ ~ • ;a -:i:: 8~ • n Ul il o > &i ~- i'J l ~ APPLICANT AND OWNER: • ~ " GWC, INC. l 24633 NE 133rd ST. DUVALL, WA. 98019 I I PHONE: (206) 696-0783 u.:,.4 RENTDI )> -u 0 ;o :::::! 0 z 0 - (.I) fTl 0 :::::! 0 z 511 b :E z (.I) I -u N (,I z ;o )> z G) fTl (JI f'1 E ~ ~ r <'i r'l 1\ ~ 1\ Cl r'l ,! r ~ z ~ ~ ~ t:j "' f *t'-h ' .. ~ 0 \ JERICHO PLAT Jl LOTS GRADING & TREE PLAN NE 4th ST. @ J£RICH0 A\/£. NE 1: I NE JAEGER ENGINEERING 9419 South 204th Place kent. WA. 98031 Phone No. (25J) B5D-09J4 fo,, /Vo. (25J) 850-0155 )> " £ :::l 0 z Ul ,.,, 0 .... 6 z ;:o )> z C) ,.,, u, f'1 r---- 1 Jam Free Printing Use Avery® TEMPLATE 5160e ; West Coast Investments Inc 68 Cascade Ky l Bellevue, WA 98006 Hoa Windsong 2600 W Commodore Way #2 Seattle, WA 98199 Christopher & Kelly Campbell 14205 SE 129th Pl Renton, WA 98059 Matt Moczulewski 14218 SE 129th Pl Renton, WA 98059 Amberwood Llc 19129 SE 145th St Renton, WA 98059 t T;mothy & Sandra Evans~-- 5013 NE 4th Pl Renton, WA 98059 l ( HaNg~ 5035 NE 4th Pl Renton, WA 98059 Larrie Robertson & M G Felicia 5115 NE 4th Pl Renton, WA 98059 Arijit Mahalanabis Madhumit Mahalanabis 5127 NE 4th Pl Renton, WA 98059 Kerbad & Shemaaz Palkhivala 5134 NE 4th Pl Renton, WA 98059 = www.avery;com 1-800-GO-AVERY (S6) @-~;~~W®5160® l -I --------! : f' est Coast Investments Inc eKy ! ill 'I ----~ I -------- 1 I Howard Banasky I I I I I I I I I , I I I _Jil 202 S 348th St Federal Way, WA 98003 Steve & Linda Pelletier 14212 SE 129th Pl Renton, WA 98059 • R J Belala & E A Summers 14224 SE 129th Pl Renton, WA 98059 Evelyn Chung 5123 NE 4th Ct Renton, WA 98059 ) 1 Larry Gretty [ I 5027 NE 4th Pl I I Renton, WA 98059 11 I \ '. ( Nichola~-&-Kh-~ly Nguyen 5041 NE 4th Pl ~: I 1 I: 1, I I I 1' 11 , I, I I I ) I( --I Renton, WA 98059 Phuong Nguyen & TT Theuyen 5121 NE 4th Pl Renton, WA 98059 Linh-chi Dang 5128 NE 4th Pl Renton, WA 98059 Pacific Huts & Castles Inc 22526 SE 64th Pl #240 Issaquah, WA 98027 AH3/\V·09-008·L WO)"/UaJ\l?"MMM ------. ----. 1 i I ! I Centex Homes 2320 130th Ave NE #200 Bellevue, WA 98005 Ji 1 :, Jason Lee 14200 SE 129th Pl , Renton, WA 98059 I: )' \ I I I Stephanie Lynn Hays I 1 14217 SE 129th Pl _-___ j i Renton, WA 98059 i 1 1 Shane & Carrie Schulke I PO Box 491 I ~umner, WA 98390 I \ ' . ! ' l I ) I ----, I I Ii --.... --------) I 1 , I )1 l 1 1 Maureen Powers 5031 NE 4th Pl I : Renton, WA 98059 ) : ( -----<) i ( Feisal & Fahr;en R~jee Soupaphon Xayasen & Sengman Khampras I 4925 NE 4th Pl ' j Renton, WA 98059 ! - 1 , 1· 5049 NE 4th Pl Renton, WA 98059 il 1 Renton, WA 98059 i r-:~a; :E ~i~H~enk~p -- i1.':> ---~' 1 Florante & Amelia Mateo ·1 I 5133NE4thPl ! I Renton, WA 98059 Geonerco Inc ii 1300 Dexter Ave N #500 Ii , I Seattle, WA 98109 I; 11 1 l I ®09L5 3!Vldl/llU ,luaA'f/ asn 6ui:1-u!Jd aai::1 wer i ' J \ I i i i ! I l ----------.. -----·---------------" ,--·--· -----·-·· -. -··· --._. __ ------- Jam Free Printing 1 Use Avery9 TEMPLATE 51609 I Kevin & Nguyen Huyen Tran 401 Graham Ave NE Renton, WA 98059 Teri Housekeeper 405 Hoquiam Pl NE Renton, WA 98059 Dennis Dunham & A P Patricia 451 Hoquiam Pl NE Renton, WA 98059 ~--- ! i i r ! l Ir-- 1 r··- i t I l r· I r-- , ' ' l r· - I I ,,' Cam-nhung Nguyen i i 407 Graham Ave NE 1 i Renton, WA 98059 : Ii [: l I I I I Christina Palma 411 Hoquiam Pl NE Renton, WA 98059 ii if I I I I I )1 : I j I : I ii , 1 il I. AH3JW-m)-008-I. WO)"AlaAe"MMM www..avery,com 1-800-GO·AVERY I I I I I ( Gregory & Sharon Robertson I; 413 Graham Ave NE : I Renton, WA 98059 Ii I I\ : r·-Mark & Michelle ~hamberl~- 1 417 Hoquiam Pl NE 1 1 Renton, WA 98059 1 I 'l :( 1 l ' I __ _) 1 ____ ) ®091.5 UVld!/\131 ®!.JaAv asn 6u!tU!Jd aaJ:f wer I . Jam Free Printing Use AYery(/} TEMPLATE 5160® Howard Banasky 142 St I l L__ ---- ( Jeffrey & Nancy Collin j 14232 SE 129th Pl I I Renton, WA 98059 t l - William & Janelle Falkenstein 14240 SE 129th Pl Renton, WA 98059 Calvin & Anita Gidlof 12832 144th Ave SE Renton, WA 98059 Larrie Robertson & M G Felicia 5115 NE 4th Pl Renton, WA 98059 I I I = www.avery,com -1-800-GO-AVERY 11 i I I Lam Xem & Thuy Huynh , I 14328 SE 128th St i I l Renton, WA 98059 I! I' ) I 1: r . I: I I If ~ : 1-David & Rob;Lowe 1 1 14233 SE 129th Pl I Renton, WA 98059 ! I I I James & Sandra Simonson I 14239 SE 129th Pl I Renton, WA 98059 i I I [ I 11 ,JI IL_ '1 I Michael & Laure Mulvihill I I John & Pamela Stenslie II , I 14243 SE 129th Pl I 1 14012 SE 142nd St j I Renton, WA 98059 : I Renton, WA 98059 · , i Chades & Una Lee ~ ) i ~ Robert & Theresa And;;:;on I: 12855 144th Ave SE /ii 13003 144th Ave SE : 1 Renton, WA 98059 1 ; Renton, WA 98059 I: ! : ! __j I ) I\. ) 1 Phuong Nguyen & T T Theuyen i I I Arijit Mahalanabis · I 5121 NE 4th Pl I I I Madhumit Mahalanabis I Renton, e®fo-Ji'.;;.,'Jf:~,,,,.,i~tf!.li",,,;._ --.J,;t'\IB I I I i Renton, WA 98059 I I J ' I _) I I I I Linh-chi Dang ~ : Florante & Amelia Mateo ~ : (· Ke,bad & Shcm..:C Palkhival; ~~2~8~NE~4~t~h~P~l~~~~~~[Bi~~ff~R~e:n,!t~!~~,W~--~A~~9::o~i;:;~~-~t:E0E,~x,~.,:~*~·~~,~~a:i]~~~~£,'Z<i·~ 11,=~~~~~~~~ilili&t, Geonerco Inc ~ 1 -----~-c T & Maryl Foster Gerald Stump 5318 NE 4th St Renton, WA 98059 l ( Charles Stone . 5403 NE 4th St Renton, WA 98059 1 1 Renton, WA 98059 I 1 Renton, WA 98059 I I Ji , I ( Cleo Forgaard ---< I 11 Baker Financial Llc 1 \ 5325 NE 4th St I I Renton, WA 98059 : l I , I !Bale; Lp & Bal;;-Management-Trust --- : I Bales George i I 5409 NE 4th St i I I Renton, WA 98059 11 j I' , I AH:IJ\V·m)-008· ~ WOJ"AlaJ\e"MMM 11 335 NE 4th St 1:~~--~ ~ : ( Proulx p;;ul & Pat i I 1 325 Jericho Ave NE i I I Renton, WA 98059 1 I 1 j : l . 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', ,;\ ,, Minutes APPLICANT: OWNERS: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Terry DeFoor GWC,Inc 24633 NE 133'd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy., Ste. 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N 261h Street Renton, WA 98056 GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 James Jaeger Jaeger Engineering 9419 S 2041h Place Kent, WA 98031 File No.: LUA 04-031, PP,.ECF 355 Jericho Ave NE July 15, 2004 Approval for a 35-lot subdivision of five parcels, a 5.31-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 June 15, 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 The following minutes are ll summary of the June 22, 2004 hearing. The legal record is recorded on VHS. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 2· The continued hearing re-opened on Tuesday, June 22, 2004, at approximately 9:20 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. 7: Revised Preliminary Plat Plan Exhibit No. 8: Revised Preliminary Drainage and Road Plan Exhibit No. 9: Revised Staff Report The.hearing :9pened with a preseJita_tion. of the.' staff report.by Susan Fiala, Senior Planner, Bevelopment ' Service~, City ofRenton, 1055 S Grady Way, Renton~ Washington 98055. The subject .site is located at 355 Jericho Avenue NE. The applicant is requesting approval for a 35-lot subdivision of a five parcel, 5.31-acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential 8 (R-8) zoning designation. The 1.09-acre parcel is to be subdivided into 9 lots and is within the Residential IO (R-10) zone. Access is proposed via Jericho A venue NE, a new public road and private streets and easements within the plat. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract B was designated as a private street, however, this is to become an easement. Looking at the Revised Plat and the·new location of NE 3rd Street, located 167 feet from the curb line of NE 4th Street, that wiJI provide adequate queuing distance required for these intersections. There is approximately 36,590 square feet of public road to be deducted from the R-8 portion, leaving a net density of 7 .69 dwelling units per acre. There are no changes in the R-10 zoning portion of the tract. All units will remain as detached single-family residences. In the revised Plat Plan, in the R-8 zone, Lots 1-26 meet or exceed the requirement for Jot dimension. In the R- IO zone, Lots 27-35 meet or exceed the requirements for lot dimension. The applicant is proposing a 15-foot setback along NE 4th Street.to provide additional yard and building setback from the NE 41" Street frontage. The proposed subdivision would create Lots 1, 10, 20, 21, and 26 to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. Tract B is to be converted into a private access easement with the land area divided among the adjoining lots. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. Tract A should be fenced, landscaped and irrigated. The north and west property lines of Tract A fronting NE 3rd will include plant materials which would provide a year-round dense screen within three years from the time of planting. The east property line is to be fenced with a minimum width of five feet of landscaping and the south property line is to be fenced. The fence should be of a quality material, not a chain link. Staff recommends approval of the Jericho Preliminary Plat subject to conditions. ,• Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 3 James Jaeger, Jaeger Engineering, 9419 South 2041h Place, Kent, WA 98031 stated that he represents the applicant and that they have been working with the City to revise the Preliminary Plat Plan. He had some concerns over some of the conditions, in particular: #7. The left turn lane is on Hoquiam and turns on to 411, Avenue. # 10. The detention pond is basically the same as when it was located on 4t\ now it has been moved to 3rd and he wondered why the additional screening and landscaping requirements. In the construction of the pond, there will be an eight foot rockery installed as well, the fence is appropriate, a chain link might be a little more protective and last longer. A solid wood fence would tend to obscure visibility for traffic in the area. It was questioned why standard requirements for drainage ponds were not being used on this parcel. The Examiner stated that they would have the same problem along Hoquiam and Jericho with the height limit issue. Ms. Fiala stated that on comers the height limit was 42 inches and 20 feet from the property line. The fence would have to be stepped down in that area to allow for the limits. Mr. Jaeger stated that a step-down fence or a lower fence would be workable on those particular lots. Staff indicated that they would be willing to work with the applicant to come to some agreement. The solid wood, modulated landscaping will eventually be turned over to the City, the City would have to maintain that. The Examiner stated that he believed at this point the City was not taking over maintenance and care of drainage facilities. Mike Romano, Centurion Development Services, 22617 gth Drive SE, Both~II, WA stated that he was here on behalf of the buyer and not the applicant. He has not been involved in the discussions. In Track A, he felt that "no chain link" fences should be struck from the wording. There are some very high quality, vinyl coated chain link fences that provide good visibility in the pond which is required for safety reasons, It should be a six-foothigh fence, so people do not climb over it. There is no problem with the landscaping, but it does not seem feasible to hay~ landscaping inside the pond area. The cut slopes for the pond will begin about five feet in from the property line. The fence should be about a foot from the line and landscaping should be between the fence and the sidewalk. Along the east line of Tract A, that is private property and to have a landscaped section and then a fence does not make sense. There probably will be a wood fence along that property line, his recommendation would be fencing along the east property line and then a six foot, high quality fence along the north and west property line of Track A. He would like to negotiate with staff as to what type of materials coul_d be used for that fencing. In condition #9, staff has written that the fence on NE 4th must be five feet from the north property line. L~ts 21, 22, 23, and 24 have only about four and a half feet from the property line. There is a three-foot jog so he would like to see the fence placed on the property line. Lastly the buyer has an issue with the 15-foot setback along NE 4th_ The development standards call for a I 0- foot landscaped setback from the street or a 20-foot landscaped setback from the back of the sidewalk, whichever is less. If you take a 15-foot side yard setback and then you have a five-foot side yard setback, using Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 4 Lot 25, what you end up with is a 20-foot deduction from that lot. What they would like to do is stick with the code and have a 10-foot side yard setback. Examiner asked what was the correct amount of setback required by code. It was determined that Mr. Romano was using a Code book from 1999, and the staff was using the newest version dated 2002. The 15-foot setback is what is required today. Mr. Jaeger stated that regarding the three-foot jog they have planned for a 15-foot setback along the entire north property I ine. The applicant wanted to come to th is hearing so that it would be approved. Perhaps the setback could be reduced to 12 feet, so that where the property line does jog, the fence will be consistent the entire length. Mr. Romano _agreed to the 1-2-foot setback to be consistent with the jog. J ', • Kayren Kittrick, Development Services Division stated that King County Surface Water Design Manual requires a chain link fence, the City of Renton requires a solid fence. It is a private drainage pond and will be maintained by the homeowner's association. An access easement is required to get into the pond to check in case of emergency or complaint. Hoquiam is wide enough for a left turn Jane. A three-lane section coming from the south to the nmth hitting NE 4th_ The left turn lane will be on Hoquiam. Hoquiam is on the plans to be opened and go through, there will be signage to that effect placed on Hoquiam. The landscaping around 4th and Track A, legislation·is currently being revamped and will become stricter. Fences will be required as a safety measure rather than landscaping for esthetics. Obviously when you are talking about 8-foot retaining walls and very steep slopes, this would not be open to recreation. The Exami11er 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 approximately 10: 13 a.m. FINDINGS, CONCLUSIONS &.RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Terry DeFoor, GWC, Inc., filed a request for approval of a 35 lot Preliminary Plat. 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 Environmerital Review Committee (ERC), the City's responsible official, issued a Determination of NonsSignificance -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 at 355 Jericho Avenue NE. The subject site is located along the south side of NE 4th Street and is generally located between Jericho A venue on the east and Hoquiam Avenue on the west, although the parcel extends a bit west of-Hoquiam. \ \ I . ~.JJ~~ CITTY 01F RlEN'Ir((J)N ~'If~ ' ' ' Hearing Examiner -' 1055 South Grady Way -Renton Washingtori 98055 · Howard & Patricia Banasky ' 1402 N 26th Street Renton, WA 98056 ,\,-.,, '.'~\·"' ':-------------.~--. ------ !'~1.l·""""-JPti ~ ' ,,-"'-:'."r°;;;; ' ~ \ \ L I\ 1 c._:.:..,--.?--l • \ . -· .. ,To·:)tnl'i ER -~_: ___ J: 1 (/·· .,,. 1 I . f) fl f ' r-(' s f f-\ U cl ': L-J EE '. •,: ••. J T -.,, , .. ,.." ..... i)._~~l Hd rn W tJ . -. .:· ' · ;,:::_·.,. -, -E=~ ~ -w--·~.~;;p-;;; ~~~~·;;ol~~~;d,:/p~per,,20% post-cons:.~ •• ,,.-~-::.~~ ~.' i' , .. - ..~_.,.._ -~ .•. ):,:-~ ......... , t·.i~:ati~i! ,, l;r ... ·:/:. t ~f~~ !';:~;. ~:~ ""'lJ-;'I ;m;M I II II I ,L,l 1l 1,.,·H ,'i,I i'l·r~lhY,·l:~htA11l,hi~H,t, •.. : .;, .... : '' ·. '.;' ,;' • JJ'!' ' ·.-:,-,,· -1:,lit1,l'..,~;:.. "·f."~;f'_'(f.lt,;; .. ,• ' ·~ ~ "',,.1: . I ·~~~~~c--~~~~~~~~~~~~~~~~~~~~~ Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 5 6. The subject site is located in two zoning districts. The portion of the subject 'site west of Hoquiam is zoned R-10 (Residential -Multiple Options; 10 dwelling units per acre) while the portion east of Hoquiam is zoned R-8 (Single Family; 8 dwelling units per acre). 7. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of both single family detached and multiple options.or potentially low density multiple family uses, but does not mandate such development without consideration of other policies of the Plan. 8. The subject site was annexed to the City with the adoption of Ordinance 4760 enacted in February 1998. 9. The subject site is approximately 5.31 acres. It consists of five underlying parcels. Existing structures are proposed to be removed if the plat is approved. The property is approximately 800 feet long (east to west) by approximately 286 feet deep. The north property line contains an approximately 3-footjog. I 0. The subject site has approximately 800 feet of frontage along NE 4th Street, but because of the heavy arterial flows on that roadway, staff determined that there will be no direct access to NE 4th from individual lots. 11. The applicant proposes developing all detached single-family homes on the site, including that portion of the site that would allow multiple family housing. The applicant will create 26 lots on the R-8 portion of the site and 9 lots on the R-10 portion. 12. The original plat was designed with roadways that did not meet code. The matter was sent back to staff and the applicant to create a design that met, at least, the minimal legal requirements. 13. The 26 lots in the R-8 zone will be arranged north and south of a new east-west road (NE 3rd Street). There will be one tier of lots south of the road. · 14. The second tier of lots will be double-stacked and will lie between the new roadway and NE 4th Street. The proposed lots located abutting NE 4th Street will be oriented in an east-west fashion but will gain access via easement driveways to the south as access to NE 4th Street has been foreclosed. These lots will be sandwiched in between NE 4th and a row of lots south of them. Their sideyards will abut the rear yards of the lots to the south. 15. Code Section 4-2-11 O(A) requires a minimum sideyard along a street to be 15 feet and the homes located along NE 4th will have to observe this setback as a minimum. 16. The nine R-10 lots will be three lots deep west of Hoquiam and they will be in three tiers. Access to the interior lots will be via private roadways. The applicant had proposed one of those access roads be a separate legal tract but staff noted that private roads are created by easement with joint ownership. 17. The plat will have its access off of NE 4th via Hoquiam on the west and Jericho on the east. These two streets will run north-south from NE 4th and provide access to the new east..:west street that links them to each other. Hoquiam will be a 5S~foot wide right-of-way while the new east-west street will be 42 feet. 18. A drainage tract, Tract A, will be created at the southwest corner of the R-8 parcels. It will be contained in a parcel approximately 150 feet long (east t"o west) by 92 feet wide. The tract will have to be fenced Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 6 according to standards used by the City. It will contain a deep pond and passersby will have to be protected. The fence will have to accommodate sight lines accommodating the street intersections. 19. Staff recommended that the frontage along NE 4th be fenced to protect the privacy of the homes along that street as well as to provide a uniform appearance. Any fence will have to accommodate the jog in the property line. 20. Staff recommended that Proposed Lots I, IO and 20 be oriented so that their respective front yards face the new interior east-west street (NE 3rd) and that they meet the requirements for corner lots for street side setbacks. 21. Staff also recommended that Proposed Lots 21 to 26 be oriented so that their respective front yards face theirrespective access easements. As· not.ed above, they all have a north side yard along NE 4th Street and appropriate setbacks are required. 22. Staff recommended a covenant to assure that the R-10 lots remain detached single family as designated in the proposed plat. 23. In order to protect turning movements at Hoquiam and Jericho where they intersect NE 4th Street, staff recommended that no lot be permitted direct access to those side streets within 160 feet of NE 4th Street. CONCLUSIONS: 1. The proposed plat, subject to the conditions noted below, appears to serve the public use and interest. it provides additional housing opportunities and additional choices in larger and smaller single family detached housing. 2. The plat; frankly, is a compromise. The traffic and noise along NE 4th Street will not provide a quiet single-family experience, particularly to those homes located with sideyards facing that street. The fence proposed by staff should help ameliorate the situation. The larger sideyard of 15 feet is the minimum to help create a reasonable buffer between the traffic and the homes. 3. Clearly, the density demands of the R-8 zoning appear to mandate the number oflots and therefore, the layout of lots lying "side,vays" to neighboring lots and abutting NE 4th Street. More flexibility in density would certainly provide more ability to design plats with more aesthetic characteristics. A tradeoffthat would have permitted larger lots and lower density would have allowed larger lots along NE 4th and that could have provided greater separation of the homes from the traffic. 4. The plat's road system now meets code requirements for the distance between road intersections and appears to provide reasonable access given the dimensions of the property. Both public roads and the private easements will give access to the homes and allow emergency access. Staffs recommendation to convert a tract that was proposed for access to an easement seems appropriate. The easement is needed for access to what will be private lots while the tract, at least, normally is owned in common by the entire plat ownership. Mainten·ance belongs with the specific homeowners and an easement would be a better arrangement to reflect that. 5. The applicant will have to comply with code requirements for the fencing and other design features of the detention pond. Landscaping and fence setbacks, where possible, should be used to soften the visual hard edge that fencing might create. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 7 6. Staffs recommendations on front yard location or building orientation appears reasonable. Their proposal will create a more consistent streetscape and uniform building setback line along the new east- west street. Similarly, the homes along NE 4th that take access from the easements should face each other for a more neighborly outcome. 7. In conclusion, the Proposed Plat now appears to satisfy code requirements for its street system and while its lot arrangement is a compromise, it appears to be the best alternative given the density requirements of code. RECOMMENDATION: The City GounciLshould approve the proposed plat.subjectto the following conditions: I. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the density and unit mix requirements of the R-10 zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 3. The applicant shaJlplace a note on the face of the final plat indicating the following yard orientations for these lots: >-Lot 1: Front-NE 3rd St/North Prop. Line; Rear -South Prop. Line 15 ft.;' Side Yard Along St. -Jericho Ave. NE >-Lot 10: Front -NE 3rd St./South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Hoquiam Ave. NE >-Lot 20: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Jericho Ave. NE >-Lot 21: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th St. >-Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. >-. Lot 23: Front--West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. >-Lot 24: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. >-Lot 25: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE4th St. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 8 > Lot 26: East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. 4. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 5. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. 6. 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 subjectto the review and approval ofthe Development S~rvices Project Manager. 7. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining Jots prior to recording of the final plat. The satisfaction of this requiremen.t is subject to the review and approval of the Development Services Division. 8. The applicant shall provide a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal. The design shall accommodate one through Jane in each direction and a left tum lane from the new internal street to NE 4th Street The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 9. 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. 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. 10. The applicant shall install a modulated, decorative fence with a minimum of five feet in width of irrigated ·tandscaping along the entire north property line of the site fronting NE 4th Street. All fencing shall be located and designed to notinterfere with sight distances required at the . intersections of Hoquiam Ave. NE with NE 4th St. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review arid.approval prior to installation. The fence and landscaping shall be installed prior to recording of the final plat. I 1. The applicant shall install a fence of a quality material (no chain-link, if possible), dei;.:orative 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 A fronting NE 3rd St. and Hoquiam Ave. NE. The east property line shall be fenced with a five-foot width of irrigated landscaping. The south property line shall be fenced. All fencing shall be located and designed to not interfere with sight distances required at the intersections of Hoquiam Ave. NE with NE 3rd St. The applicant shall submit a landscape plan ·and fence design to the City's Development Services Division for review and approval prior to installatiori. The fence and landscaping shall be installed prior to recording of the final plat. I.,. ,.. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page9 ORDERED THIS 151h day of July: 2004. TRANSMITTED THIS 15th day of July, 2004 to the parties of record: Susan Fiala 1055 S Grady Way Renton, WA 98055 Kayren Kittrick I 055 S Grady Way Renton, WA 98055 Howard & Patricia Banasky 1402 N 26th Street Renton, WA 98056 . . ~ . . James Jaeger 9419 S 204th Place Kent, WA 9803 I Mike Romano Centurion Development Services 22617 81h Drive SE Bothell, WA 9801 I TRANSMITTED THIS 15th day of July, 2004 to the following: Mayor Kathy Keolker-Wheeler Stan Engler, Fire Terry DeFoor GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partn 16400 Southcenter Pkwy, Ste. 308 Seattle, W A98088 Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division 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 I OOGofthe City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., Julv 29, 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 priqr hearing may make a written request for a review by the Examiner within fourteen (14) days fromthe 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 furtl1er 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.m., July 29, 2004. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 10 If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval bv 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 pennits 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 ofthe 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. · ,., w I() w Cl z <( 0::: z 0 F 0 w V> w z Q) .c +' .... 0 z 0 F 0::: 0 11. <( !;!;/D-~9 (fi;l} ·oN •03 •r:60-0!;9 (,i;z) ·oN auoqd lf-Ofl6 -VM )U:>)I :>::>0/d 1/l•oi <J1nos 6lv6 ONl~33NIQN3 ~303'\tr IOJll3¥ .. ,,111\00 : E .. iit .,.,,.,:L dVW 111/130 OOOH~08H:J/3N 3N ;JA V O!-l:J/i:J3r @ JS 1/11' 3N S101 ff 1 V7d OH::Jtcnr ~ -.' '=I. £ u @ ,c > @· ~ ~ ...J -;:::. 0 ::el "· i.\ --...:-.,·:"' ___ ~ !l .. . • ~ ~D -.. <D '' ,·o .; < z, r I ~ ' [ r,1:1 ~ ~ N ~ E i' z ~ ~ ·~ ~·-~ . ~-0\ ~N ,, ,,. ,,,,,..,,., .. "'",~ en ~c -~ C)1 ..... O"' 1L 148th J lPI. SE Pl. SE · F6 -15 T23N RSE W 1/2 140th Ave. SE 142 143rd ·Ave. SE. J.iCl.l rr J i . . ::r-. ____ ...;... 144th Ave. SE . en ..... ~ ,, 1 pd ) .. j{ ":"'--· ,fJ ......... . :iGJ:.:·: I! //'1·-----.. :::.::.,. ....... _ '·-·'-'··· ,,•[ ........... ,.." i ,0 .. , ···';!£::i t:Ith ,~ I ""i '-1 .... .. J .. 0 ~I ()(1$TIHG OR,'.O( 0 ~ ••o•o•co CENTrnLU<E \ 4Je u .,. !I, .,. .~~~~;~~E c:uo:t: o~. "' ,,o '" •2• .,. o,oo ~-..:..· u•r•?m-J -ll[ll"Cl'tl': •ff-M ~~'~ :: :}~ g:::11 ~:. ·~'·•.112 .s DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD .. po FENCED POND WITH 2: 1 SIDE SLOPE~ EL(VAT10NS: TOP: 421.0 50 YEAR WATER LEVEL: 4200, AREA=\0317 SF BOTTOM: 412.0 AREA= 4691 SF VOLVME PROVIDED: 60032 CF VOLUME REQUIED: 4 7840 CF" WATER. QUALITY: WETPOND" BELOW DETENTION STORAGE 2+00 TOP WETPOND ELEV: 412.0, AREA• 4691 SF- BOTTOM WETPOND ELEV: 406.0, AREA• 1815 SF· VOLUME PROV]DED: . 195_18 CF VOLUME REQUIRED: 17160 CF l+oo ta . ~ " u 0+00 A PORTION of the N.E. 1 /4, SECTION 15, TOWNSHIP 2.3 N., RANGE 5 E .. W.M . .. , uo .,, 1" ),_I .: o_,. , j 0.$' . ~ l.!'..~~-:"~;---"'-·1··f:,j.!J {\~\1 ' : C(l,lf/11 'r ' '~.-11 11/ '-~" ~ .. 1 « -~ PROFILE -EAST /WEST STREET ; :;: : ,32 ;\\, :};J ,~, ;~::~"iL,'~ • .., •"~;,~f,!\~ J·,}!!i!t~J'., .••. ""~'"-~-0,., \\''"~l -,,,-"· ,-cr/Jt.Nr CQ1H:•tr1 \\ .··•t '· ,,.~,; SCALt: HORtl.: 1'"•40' \'(fir.:., •••. ,+oo ~•oo . "4JO 6+00 6+&1:,3 '28 '" .,. ·~· ' \ \ s·CJtlfN'°CC,,CtftrC ,. -""'" "'~ ""' ., ........ '"'"'''"--' \\ \ ·~ ~· -r:ou,,1 DC""" Clfll'!;/o<CO Sll'tf'•CJHG ltJi" ~r ~ \ \ '-',f"•nt'•t i;u.tf ,:,1:fopojw OR,.,Ot ct '21 '20 :.:; ::,t;:::.:~v:;:;~:=a•:r::: co,o~si C(NT(~.IN( TYP. INTERIOR PLAT ROAD 1+00 'iH·OO l .. 00 l+28.6l HOr ro s~ir PROFILE -HOQUIAM AVE. NE ~ I~ SCA.I.(: HOR1Z.: 1 "•40' vtRr.: 1"•4i' \i \c .~¥... __ _..__ ==-=.-r.1-.---. ~-· T ·· L · T · 1-·1 -1·-··:--1·1--· "' 13 11·~ . ~ I l'll, ' : I • r: l ' :a 1 I . r} ,n~ 11 12 'J I I I 1 I •JOOV Id 0,00 !I:' ·i IIOO'V I 1100 s, it •100 $1 I .ll§;,;;;;;.µl±;-~~"L-·"'.' .. ".L '''°"l-· · ·l -·1 1 · 1 ···:~1; , .!:0 ___ .,.. .. _ __ .. ,o.ocr __ . '!!!~Gt.-12;~-.. w:L. .. -!!.~.:.. A~ .,ap:. .. r\CWIIUTltlCTO, rYPt' CAlCt!OAS'H · , on ~"'I s•o.,'-· ! ~ /,. .. -·,nr11'r: M.!, ._ r .so.oar l r j' ,:SALE j ~ .... l I. \JI( --' . -~ -..J_J....l' . • 'i' NM (lll l'tlTl 1"',rt,•lf 11, (j z ii'. w ~ :.~ wa:~f? Zs~ :g ~ G~ ~; z f:~'-!.! wit!~ 0:: ~.: 8 0 wtii d:~ (j w <( "'J ~ ii: o'i .... ~'!i -.: Cl:. a: I'.:~ 8 ~3~~ ~~ ~~ ~ ,;(Vl 'ct: ~; ~l! c:: ~ ~ .., . Q ~~i >-.~' ~ ~ §: ~ ;;:J I ::tf':°' ~ 0 ~a I i ~ l : ~ i '-' ~·It: :('t/N IC.._I: 1· • •O' 11(1'¢111T!--l,l,I_ Dll""''"-.i.JL.. t!..!.-------- MIi ...J._ -_,_ -., ~ff) CITY OF RENTON i::£ ...... I 055So~th Grady Way -Renton, Washington 98055 \ ,· ~ l?tflsoN c-.,,,..,...,,,.. 1 Ur::::r,,t,", .· l '.'...: ,~ ~}'use,,··. -.... '···-le\, · '-'1 .11. <Crn;:· . .. .. ; ':~. f :, /17.. , ·, i.._.+/J r ~ur11c; . . ·,·fl . • "-'.. No SIi("!, r -r,:SJ ~ fllo Such ,'.'' . I ~ illo Such .~ ·., .. nr:,-~ Do •.J.,1,·e I s ~ f'lot rc;n" ·, n tc1ff.l '""""" ~ ,It Ir, this ~ ~~~ .. ~ efl11e1 sky ·~ .. -a a~ lt ,, .. ' .,. \. .;. I . ~, r . OITY-·OF RENl:'0A· . HEARING EXAMINER . PUBLIC HEARING - ·. Jun¢ ~2, 2004.: AGENDA. COMl\hE~~·:~,~~t:;~-~~Pl~Mtt.: • ... ... . ,: ·: . J: ·:: ;.• 'COUNCIL;.GlflA~_BISR${7WH FLO.OR, RENTC),N CIJY:)HAt;J.; ~ -·--,· .- The application(~)listed are ih Or~er of. applic;ation numberohly and hotn®es~arily the orper iii which ·they will be . :heard.· Items will be called for h~aring atthe ·discretion of the HeMng_: 1=xamir1~r.. . · .. . • . . . .. PROJECT NAME: Jericho Preliminary Plat PROJECT NUMBER: LUA-04-031, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 35-lot subdivision of a five parcel, 5.31 acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 35 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 6,556 square feet. Three single- family residences and all outbuildings are propsed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. HEX Agenda 6-22-04.doc .. .- PUBLIC HEARING City of Renton Deparlment of Planning I Building I Public Works REVISED -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: June 22, 2004 Jericho Preliminary Plat Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Terry Defoor GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 James Jaeger, Jaeger Engineering, 9419 S. 2041h PL Kent, WA 98031 LUA-04-031, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for c:i 35 lot subdivision of a five parcel, 5.31 acre-site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 35 proposed lots are intended for the eventual" development of detached single family homes -lots ranging in size from 3,750 square feet to 6,556 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the lat. 355 Jericho A~e. NE (south side of NE 41h St. & from Hoquiam to Jericho Ave. NE) City of Renton PIB/PW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF. PP PUBLIC HEJJ.RING DATE: JUNE 22,.2004 Page 2 of 12 8. HEARING EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to .the review of the project. Neighborhood Detail Map (dated 03/05/2004) Preliminary Plat Plan (dated 05/20/2004) Grading and Tree Plan (dated 03/05/2004) Zoning Map: Sheet F6 East (dated 12/04/2003) Revised Preliminary Piaf Plan (dated June 14, 2004) Revised Preliminary Drainage and Road Plan (dated June 14, 2004) C. GENERAL INFORMATION: 1. 2. 3. 4. Owners of Record: Zoning Designation: Comprehensive· Plan , Land. Use Designations:·· Existing Site Use: · Ribera-Balko Ent. Family Ud. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA . 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Residential - 8 (R-8) and 'Residential -10 (R-10) Dwelling Units per Acre · Re~idential Single Fa~ily (RSF) 9nd Resjdential Options (RO) Single Family Residential an~ associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 and R-10 zoning East: Single family residential; CC zoning South: Single family residential; King County zoning and R-8 West: .Single family residential; R~10 zoning Hoquiam and Jericho Avenues NE 5.31 acres (231,304 square feet -gross area) Comments · Existing Building Area: Area '3homes and outbuildings NIA · All structures to be removed/demolished New Building Area: Total Building Area: N/A D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning · Land Use File No: hexrpt_ Jericho _revised.doc NIA N/A NIA Ordinance No. 4760 4776 4776 N/A N/A Date 02/14/1998 04/21/1999 04/21/1999 City of Renton PIBJPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: JUNE 22, 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 3of 12 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 ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND --. The applicant has proposed to subdivide a 5.31 -acre, five parcel site into 35 lots and two tracts. The lots are intended for the eventual development of detached single family residences. The site currently contains three single family residences and outbuildings proposed to be removed/demolished. Four parcels are within the R-8 zoning designation and the remaining parcel is zoned R-10. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract Bis designated as a private street; however, this is to be an easement. The applicant submitted several studies including: a geotechnical report, a wetland reconnaissance, a traffic impact analysis a,nd a preliminary storm drainage report. hexrpt_Jericho _revised .doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the· Hearing Examiner LUA-04'-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 4of12 2. 3. Site preparation for development of the plat Would include the removal of vegetation and trees for roadways, utilities and building pads. Several established fir trees fronting ~E 4th St. are · proposed to remain. · · Access to the site would be provided via NE 4th Street to Jericho or Hoquiam Avenues NE and one new internal road ( NE 3rd St.). The internal road would be constructed at a reduced right-of- way width of 42 feet with 32 feet of pavement. All lots would gain access directly to the public· roads via private access easements, private streets or individual driveways. Street improvements including curb, gutter, sidewalk, lighting and ·Row dedication are requirea and would be provided. The site has two separate zoning designations. The portion of the plat, Lots 1 through 26 and Tract A, located between Jericho and Hoquiam Ave. NE is zoned Residential - 8 (R-8) dwelling units.per acre .. The R:.8 zone.allows_ residential densities that rang~ frorn a minimum of 5.0 du/ac to a maximum of 8.0 du/ac. The proposed plat would arrive at a netdensity of 7.69 du/ac after the deduction of public roadways from the gross acreage of ttie R-8 portion. The Residential,.. 10 {R-10) portion, Lots 27 through 35 and Tract'B, is west of Hoquiam Ave. NE. The R-10 zone· allows a density. range of 7.0 to 10.0 du/ac for attached and semi-attached dwellings with a bonus up to 13.0 du/ac providec;i all detached dwellings would be developed. Nine lots are proposed within the. R-10 at a density of 10..11 du/ac. The Comprehensive Plan designates the sit.e as Residential Single Family and Residential Options. , ' . ( The Environmental Review Committee plac~d five mitigation measures on the pr~ject including those addressing erosion and mitigation fees. The plat is divided into three areas. Lots 1 through 9 and Tract A are arranged in a linear fashion to the south of NE 3rd St. Lots 1 O through 26 are to the north of NE 3rd ·St .. and are arranged with front yardsJaci_ng NE 3rd St. and.the1second tier oflots would be pc:1rallel to the north property line (15-~, side:i.yardsfalong:NE,-4t~Street).·:-'-•. :f ",,y, . ,i .. , . . · _:.,; ·. · The proposed lots wouldrnnge from 3,750 square feetfo 6,556 square feet in size and generally be rectangular in shape (lot lines at right angles). . . ' . . Site preparation for development of the-plat would_ incluc:ie th~ removal of vegetation and trees for roadways, utilities and building pads. The project would also include the installation of utilities and the de~ication o(pi.Jbl1c riQhts-of-way. ~ . . . Approximately one acre of the site area is identified as ·street right-of-way dedication for Jericho and Hoquiam -Avenues NE and NE 3nt St. to the City of Renton. 'Fract A covers 13,666 square feet and the private street is 2,605 sq. ft. in area. · · · ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance· and SEPA · (RCW 43.21 C, · 1911 ·as amended), on April 13, 2004, the Environmental Review Committee issued a Determination of ·-· ·(',Jon~Significance'.--Mitigated (DNS~M) for the·Stonehaven· Preliminary-Plat. The DNS-M·included ... ---- five (5) mitigation measures. A 14-day appeal period commenced on April 19, 2004 and ended on May 3, 2004. No appeals were filed. , -COMPLIANCE WITH ERG MITIGATION MEASURES Baseg on an analysis of the probable imp,;1cts from -the proposal, the Environmental Review Committee (ERC) issued the following mitigation measure's with the Determiqation of Non- Significance -Mitigat~ (DNS-M): - 1. 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. . . ' ' 2. The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality . . ' . ~ '" ' hexrpt_Jericho:__revised.doc City of Renton PIBIPW Department JERICHO PREUMINARY PLAT PUBUC HEARING DA TE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 5of12 3. 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. 4. 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. 5. The applicant shall pay the appropriate Parks Mitigation Fee based on $530. 76 per new single family Jot; The fee shall be paid.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) and Residential Options (RO) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. Residential Options designation is to create new, lower-density neighborhoods in a traditional development style while at the same time support infill development. The proposal is consistent with both the RSF and' RO designations· 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 and Residential Options policies: Land Use Element Residential Single· Family (R-8 portion) · 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 R-8 portion of the plat, Lots 1 through 26, has a net density of 7 .69 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 26 lots __ equal or.exceed the minimum, of 4,500.square .feet .The smallest lot is 4,520 square feet and the largest lot is 6,556 sqLiare feet. · · · · · · 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- 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 Hoquiam and Jericho 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. hexrpt_Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 Residential Options (R-10 portion) REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 6of12 Policy LU-48. Buildings should. front the street rather than be orgpnized around interior courtyards or parking areas. The nine lots, Lots 27 through 35, within the R-10 portion would have the front yard facing either a private access easement or a private street. Policy LU-51. The net development densities should b.e 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. The proposed density for nine lots for detached single family homes on the R-10 parcel would be 10.11 du/ac. · · ' Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of 35 new single family homes to ;:in underutilized property would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would be addressed by this project. Environmental Element The preposal should be consistent with the Comprehensive Plan Environmental Element. The applicant submitted a Wetland Reconnaissance Letter and graphic prepared by Habitat Technologies, dated February 6, 2004. The submittal indicated that no wetlands were found on the subject site. The two areas within a small ponded depression located in the. southwest corner ofthe site were found not to have hydric soils. Therefore, no further mitigation was recommended as no wetlands are present. (bf· Compliance with the Underlying Zoning Designation: The fi.31 ~ acre site (gross area) consists of five parcel!>, Th~ four:_parcels ·to: the east of Hoquiam Ave. NE are designated Residential -8Dwelling Units:.per A:cre· (R~8)1dri the'CitY:'o(Renton Zoning Map. The 1:09 acre. parcel to the west of Hoquiam Ave. NE is desjgnated Residential -10 Dwelling Units per Acre (R- 10). The proposed development allows for the future construction of up to 35 dwelling units along with associated plat improvements. Density-. . ·. R-8: 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 (du/ac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving mo~e than three lots · are deducted from the gross acreage of the site. · After the deduction of 36,590 square f~et from the 183,823 gross square foot parcel (183,823 gross square feet -36,590 square feet total deducted area·== 147,233 net square feet/ 3.38 net acres), the proposal would arrive at a net density of 7.69 dwelling units per acre (26 units/ 3:38 acres == 7.69 du/ac). R~1 O: The ·allowea-derisity ·range in· the R.:1ff:Zofie 'is a minimUrif of 7 .0 to a maximum of 1 O:O dwelling units per acre (du/ac). The maximum permitted density may be increased to 13.0 du/ac provided all detached single family structures are proposed. After the deduction of 8,712 sq. ft. from the 47,480 gross sq. ft. parcel (47;480 sq. ft. -8,712 sq. fl. == 38,768 net sq. ft./0.89 net acres),. the proposal would arrive at~ net density of 10.11 dwelling units per acre (9 units/ o:89 acres = 1 o .. 11 du/ac ).. · The applicant is proposing to construct nine detached single family residences on the nine lots. The bonus density allows for the increase above the maximum of 1 O du/ac to 13 du/ac for this portion of the plat. To ensure that the plat the.bonus density for detached units is complied with, staff recommends as a condition. of approval that a restrictive covenant be placed on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the . density and unit mix requirements of th~ R~10 zone to be complied with and reviewed by the City of Renton." hexrpt_Jericho_revised.doc ,- City of Renton PIBIPW Department JERJCHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 7of12 The proposed plat complies with density and unit mix requirements for both the R-8 and R-10 zoning designations. Dwelling Unit Mix -When proposing full subdivisions, the R-10 zone requires the provision of a minimum of 50% to a maximum of 100% of detached or semi-attached dwelling units. However, as previously stated, the applicant is proposing .100% detached single-family units. Lot Dimensions -The revised plat plan (Exhibit 6) was analyzed to determine compliance with the R-8 and R-10 development standards. R-8: The R-8 zone applies to Lots 1 through 26. The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed generally range from 50 to 68 feet and lot depths are proposed from 89 to 111 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,520 square feet and the largest would be 6,556 square feet. R-10: The R-10 zone applies to Lots 27 through 35. Density requirements take precedence over the minimum lot size standards. For detached dwelling units the minimum lot size is 3,000 sq. ft. per unit. The minimum lot width is 30 ft. for interior lots and 40 ft. for corner lots and 55 ft. for the minimum lot depth. All lots are proposed to have a lot width of 45 ft. and depths ranging from 86 to 101 ft. Lot sizes would be greater than the minimum of 3,000 square feet; the smallest lot would be 3,750 square feet and the largest would be 4,426 square feet. As noted in the section on Access, the lots within the R-10 portion would increase as the lots must incorporate a portion of the private streeVaccess easement. All lots comply with the lot dimension requirements. The plat would create 35 lots and two tracts with the following sizes as shown on Exhibit 6: Lot Area (square.feet) Proposed Access Zoning 1 5,386 NE 3"' St. R-8 2 4,600 NE 3'° St. R-8 3 4,600 NE 3ro St. R-8 4 4,600 NE 3rc.1 St. R-8 5 4,600 NE 3ro St. R-8 6 4,600 NE 3ro St. R-8 7 4,600 NE 3'° St. R-8 8 4,600 NE 3ro St. R-8 9 4,600 NE 3'° St. R-8 10 5,236 NE 3'° St. R-8 11 4,520 NE 3'0 St. R-8 12 5,307 NE 3'° St. R-8 13 4,575 NE 3'° St. R-8 14, ... -. -. --·· .4,575. ' , ·--NE 3'0 SL . -' .R:8. •· ··--- 15 4,575 NE 3m St. R-8 16 5,575 NE 3rn St. R-8 17 4,725 NE 3rn St. R-8 18 4,725 NE 3'° St. R-8 19 6,008 NE 3"' St. R-8 20 6,156 NE 3rn St. R-8 21 5,146 20 ft. easement R-8 22 5,974 20 ft. easement R-8 23 5,800 20 ft. easement R-8 24 6,090 20 ft. easement R-8 25 6,003 20 ft. easement R-8 26 6,556 20 ft. easement R-8 27 3,750 20 ft. easement R-10 hexrpt_Jericho _revised .doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DATE: JUNE,2_2, 2004 Lot Area (square feet) · 28 3,884 29 4,334 30 4,215 31 3,884 32 3,884 33 3,960 34 3,960 35. 4,426 Tract A 13,666 Tract B 2,605 Setbacks- REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page Bot12 Proposed Access · Zoning 20 ft .. easement R-10 20 ft. easement R-10 Private Street R-10 Private Street R-10 Private Street R-10 Private Street R-10 Private Street · R-10 Private Street R-10 N/A R-8 · N/A R-10. R-8: The plat plan includes setback lines for each lot showing potential building envelopes within the R-8 zoned parct:ils. Building setbacks as required b,y the R-8 zone, including front and rear yard setbacks of 20 feet. comer 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 f~:>r those streets created after September 1, 1995. These setbacks would be applicable for this subject plat as the public road would be newly constructed. The ·setbacks have been shown on the plat. The appli6ant is proposing a 15 foot setback along NE ih Street to provide additional yard and building setback from the NE 4th St. frontage. The designation of yards is recommended as a condition of approval and such designation as listed in the following table shall be noted on the face of the final.plat: .. Lot .. ,_ Front )'ard .. : . :Rear Yard. ~t < 15 ft. SidtLYard . . " ... Along Street 1 . NE 3ru St./North South Prop. Line Jericho Ave .. NE . Prnp. Line 10 NE 3ru St./South North Prop. Line Hoquiam Ave. NE Prop.Line 20 NE 3m St./South North Prop. Line Jericho Ave. NE Prop. Line 2.1 West Prop. Line. · East Prop~ Line · NE 4'" St. facing 20 ft. abutting Jericho easement Ave. NE 22 East Prop. Line · West Prc;,p. Line · NE4mSf facing 20 ft. easement 23 West Prop. Line East Prop, Line NE 4m St. . ..... -....... · -.facing ·20·ft. · -· .. · · easement •f -•.a_..,.-·•,-.._.,_ .. .,._.¥._ .,.. .. ._.. ·----~--'·-....__..,·---.,·-··, 24 East Prop. Line West Prop. Line NE 4m St. facing 20 ft. easement 25 West Prop. Line East Prop. Line NE4m St. facing io ft. easement 26 East Prop. Line West Prop. Line NE 4'" St. facing 20 ft. easement Staff also recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave .. NE. ' · hexrpt_Jericho_r~yised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 9of 12 R-10: The R-10 zone requires a front yard setback of 10 feet for the primary structure and 20 feet for the garage ( on streets created after March 1, 1995), rear yard setbacks of 15 feet, interior side yard setbacks of 5 feet, and side yard along streets setbacks of 10 feet. The plat plan shows building envelopes meeting the required setbacks. As stated, staff recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. Building Standards -The R-8 and R-10 zones permit one residential structure per lot. The R-10 zone also allows attached and semi-attached buildings with one per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 and R-10 zones. 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. Several single family residences and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant 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. Building height in the R-8 and R-10 zones 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 R-10 zone restricts lot coverage for detached units to 70% and total impervious area is limited to 75%. 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 line.s of the proposed lots are at right angles to street lines. All lots would gain access to public roadways either directly, or via private street or shared driveway 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. · · Exhibit 6, Preliminary Plat Plan, was submitted for review of the lot orientation. The plat provides adequate queue distance on both Jericho and Hoquiam Avenues NE. A single tier of lots on the northern property line abutting NE 4th Street is included as part of the plat. To ensure adequate buffering from NE 4th St., the applicant would provide a 15 foot side yard setback along the north property lines of Lots 21 through 26. {see section on Setbacks for further information) . . . Each .of the.proposedJots 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 Comers at Intersections: Alf lot comers at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lots 1, 10, 20, 21, 26 and 27 to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via NE 4th Street to Jericho and Hoquiam Avenues NE, a new internal road (NE 3rd St.), a private street and private access hexrpt_Jericho_revised.doc •\. .. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-~31, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 10of12 easements. Dedication of right-of-way for both Jericho and Hoquia'm A~~nues NE is required as well as street improvements for all public roads including curb, gutter, sidewalk and street lighting. · The applicant has indicated that the private street within the R-10 portion of the plat would be a tract, however, private streets are created via an easement of 26 feet in width. Staff recommends as a condition of approval that Tract B be converted into a private access easement with the land area divided among the adjoining lots. Exhibit 6 (dated June 10, 2004) was reviewed for ~ccess and lot layout. As proposed, NE 3rd Street would be located 167.5 feet from NE 4th Street at both Hoquiam and Jericho Avenues NE which is the adequate distance for safe turning movements and que_uing .. Additionally, the intersection is proposed to be signalized. Staff also recommends as a condition of approval that the applicant provides a roadway section oil Hoquiam Ave. NE based upon design requirements for proposed traffic signal and is to accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street (NE 3rd ~t.) . . To further ensure safe queuing dis'tances and turning movements, staff aiso:·recommends that no direct access from any lot within the plat shall be_ allowed onto NE 4th Sfreet.. Also, n·o direct ac~ess from any lot within.the first·160 feet from-the. south curb _line .of NE 4th Street lot is ·to _be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. 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 tract~, as a condition ofpre!iminpry plat approval. Topography: The site can be described as generally level with the steepest slope of 9.0% near the center of the property. The soils. are a silty, sandy, loam near the lower portions of the site (south and west portions). The higher areas of the property'ha_v~ a more sandy soil. There are 25 · trees on.-site of which 1 o would. potentially remain. The trees 'include cedar, fir, maple, poplar, cottonwood, locust and walnut. Within ~e R-10 ·portion pf the site, along the NE 4th Street frontage a line ·of fir trees are proposed to remain. The remainder of the site. would be cleared for the construction of homes, roads and ·_ storm detention as depicted on the tree inventory plan which also identifies the location of all trees and t_he clearing area. · Relationship to Existing Uses: The subject site currently· contains several existing single family · residences proposed to be removed and/or demolished. Single family residential.is located to the immediate west, east and south developed under both the City of Renton and King County. The proposed single family subdivision is compatible with these existing uses. Please see discussion under Lots for yard orientation and the relation to existing residential development. · The site fronts NE 4th Street designated as a major arterial. To ensure that the lots are adequately buffered from the street as well as reducing the barren appearance of solid fencing along the street frontage, staff recommends as a condition of approval that the applicant submit a landscape plan providing a minimum of five feet of landscaping and a fence design for review and approval.· · ·· · ·· ... -····" -· _. .. ·· · · · · · · · · · · · · · · · · · · · · · · -· (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 condition that the applicant provide 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_ Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 11 of 12 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 sixteen (16) additional students (0.44 x 35 = 15.84 ). The schools would include: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage/Surface Water: The applicant has submitted a Preliminary Technical Information Report prepared by Jaeger Engineering, Inc. The existing site currently sheet flows across the property to the southwest comer. The runoff crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. The wetpond will also serve as a water quality enhancement facility. The ERG placed a mitigation measure on the project that the storm drainage system is designed to meet both detention (Level 2 flow control) and water quality per the 1998 King County Surface Water Drainage Manual. Staff recommends as a condition of approval that Tract A be fenced, landscaped and irrigated as outlined below. The north and west property lines of Tract A fronting NE 3rd St. are to include a . landscaped visual barrier so as to not interfere with site distance triangles including plant materials which would provide a year-round dense screen within three (3) years from the time of planting. The east property line is to be fenced with a minimum width of five feet of landscaping and be irrigated. The south property line is to be fenced. The fence should be of a quality material, not chain link, decorative and modulated, where feasible to reduce the impact of the drainage tract and the blank, continuous appearance of a fence. Water and Sanitary Sewer Utilities: The proposed development is within the water service area of Water District 90 (WO 90). The applicant has submitted a Certificate of Water Availability. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A sewer main extension to connect to the existing sewer system is 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 (SOC) payable at the time the utility construction permit is issued. Also, .these parcels are subject to the CENTEX Latecomer fee determined to be $72,977.96. H. RECOMMENDATION: Staff recommends approval of the Jericho Preliminary Plat, Project File No. LUA-04-031, ECF, PP subject to the following conditions: 1. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-1 O zoning designation of the plat with a permitted density up to ___ 13.00 du/ac. Any change·ts, the u_nit 111Jx. sl"!gU,requir~ the density and unit mix requ_irements of the_ R- 10 zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 2. The applicant shall place a note on the face of the final plat indicating the follow yard orientations for these lots: · >"" Lot 1: Front-NE 3rd St./North Prop. Line; Rear -South Prop. Line 15 ft.; Side Yard Along St. - Jericho Ave. NE >"" Lot 10: Front -NE 3rd St./South Prop. ~ine; Rear-North Prop. Line; and Side Yard Along St. - Hoquiam Ave. NE >"" Lot 20: Front -NE 3rd St./South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. - Jericho Ave. NE >"" Lot 21: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th 'St. , hexrpt_ Jericho _revised.doc City of Renton PIB/PW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, ?004 Page 12of12 >" Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; arid Side Yard Along St. -NE 4th St. . >" Lot ·23: Front --West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. . >" Lot 24: Front -East Prop. Line. facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. :,.. Lot 25: Front -West Prop. Une facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. >" Lot 26: East Prop. Line faci_ng 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. - NE 4th St. .. 3.. No direct access from any lot within the piat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 4. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. · 5. The applica·nt 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· revi~w and approval of the Development Services Project Manager. 6. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining lots prior to recording of the final plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. · 7. The api:,licant shall provide a ro.adway section on. Hoquiam Av.e. NE based upon design requirements for proposed traffic signal. The design shall accommodate-one through lane in each direction and a left turn lane from NE 4th Street to' th~ proposed new internal street. The satisfaction of this . requirement is subjec! to:the review aild!a'pproval ofithe.Development ServicesDivisioil. · 8. A homeowner's association .or maintenance agree_ment shall be. created concurrently with the recording of the ·'final plat i.n order to establish· maintenance respbnsibilities for all shared improvements. 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 p_lat. 9. The applicant shall install a modulated, decorative fence with a minimum of five feet in width of irrigated landscaping along the entire north property line of the site fronting NI; 4th Street. All fencing shall be located and designed to not interfere with site distances required at the,-intersections of Hoquiam Ave. NE with NE 41h St. The applicant shall submit a landscape plan and ·fence design to the City's Development Services Divisi9n for .review arid approval pr.ior to ·installation .. The fence. and landscaping shall be installed prior to recording of the final plat. . . . . . 10. The applicant shall install a fehce ofa quality material .(no chain-link), decorative and modulated with a landscaped visual barrier that includes plant materials which would provide a year-round dense · screen with\n threE:1(3) years from the-time of plariting~long the north property line of-Tract A fr9nting NE 3rd St. and Hoquiam Ave'. NE. The east property line is to be fenced with a five foot width of irrigated landscaping. The south· property line shalr be fenced. All fencing shall be located and designed to not interfere with site distance~ required at the intersections of Hoquiam Ave. NE with NE 3rd St. 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 recordirig of the'·final ·p1at. . . EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature) date. hexrpt_ Jericho _revised.doc w I() w c., z <( 0:: z t') N Q_ I (/) ~ 0 I- ll) z 0 F u w (/) w z .... 0 z 0 .F 0:: 0 a.. <( ss,o-oss (rsz:) 'ON XO.:J Tf'60-<JS9 (.Sl:) 'ON i'IIO'ld tf'096 'VM "IU">I ":>0/d l/Jf,Qi,; ,nnos 6/t,6 ONl~33NlON3 ~303Vr ! .. IO,JN3ll T'l11J\00 : : di/Yi 111/130 OOOHW8HD/3N . 3N ;]Ali 01·/JUi3f' @ "JS 1.//f, 3N ,v: S107 LT " 1 V7d oH::mnr C) r~~gg: ~~lnvA'f::'Hd :: 1 ~ ~-' ~. :. 1 I I is MTl3N ff9vl: m J ~ 11 ":)NJ 'JMO ; I:' " a ~ j I!> ~<JI.rt!~·~ ~ ; t MO -~ :l c3 I Cl) u· 5: ! 11, < 0: Cl ! .; < H19£1 c -o ~: l§A -s 0 ~ :t: -~ LEGAL DESCRIPTION Ptli(;(L l~l01I03)" . ni(·t.J,Sf IC!! tt[1 f:,l .lHf ~lM WM,f Ol l~ ~ au,wfll C,, l~t "{)JIIWIIIOl Qt..l....,[A' o, TMf: ftOR'l'MU-$T OUU'IP t6 H~ II, f~~ U lrl0fl1l,I, UNC:l I WT. ll'I.V,lrot'TTI ,c11.oi,.w, Ill «M C"OUMn'. •4Hl'G'Olo: (lC(Pf tiq US\' ro rft'I fM[IICOr ro,r IOIIO! OC[ll'I IM( ~l"I O tU1 ht(Jl(O, COlfOancED I~ lllilO CCUHTI' 1\)lll(JIOIIC~'(AUSllollJWlf.lll"IQU))rOlloOl,l1'JCl,6'\'12IJWlfftt'I, P~t~ 152)01 IHI nic 111C1l JO nc, o, nc c.1.s, 1n nc, .o, 11CC N(lllllf',( ~ ~ nc hlUTMl4T ou»'tt Of flol[ fofO.ITW"illl:'1 OLWtftll 01 '"C HOIIITMC4f OVWCIII o, S[c:m,,i 11. 10'9flkP U MOlfflt. UttOt • CAIi', Wl,.\AWC'nt l¢lto.N. IN •H:i CO,M'n', 'tilKNC'!CM ucCJ"T 1ioc H01111o1 ,o ru, n.ucor lflllO 'WffMIN nc mgi,n or 1r.1.v ~~n!f~~~·rw or n.c ~ o rtP or s.o t.u1DM110N co,,,.nro ,o 11,:11te ,coi.n;n ,ctt 11'0,t,0 ,uoosts " otco ~rc~cn UH-OU l(~Olltll'iQ MJlolD£1 HUl•J. fi'M,n IUJCS ·to4, N011t11 .. .._,o,nc.wc,rncU'1'ou.AtTP01t'W(~Ol.WlffJI t, hC k()IITW(,sf QU'""1VI OI UCTIQN , t. fo-tllO' lJ -,.mt, IUIICt I ti.St, "'U.,W[l"Tt Ml"IDUN, It QIG eQUNn, ~ . etitM hC '#ll'I' 27U ,err »10 Oft USI' 1 ll nt'I" Tk(l[Of .• £HO c•cri,, IIICll'flON ~D l'O ~IMO C'OVHN 'OIi "°"'° 1h' DUO !Ntt~CC""1)(ft11ECCIIIC-IHQH\ll,IICl't11l1P. JI.IA((\. 10)011(111 n.t -.t:S'I 211.1 ra1 OI TWC HOirTM ~ or ?Mt ttC)l"ft4(.I.S OUUtTC• OI T1'ft ~st <IU&llff• OI ht( HOl1ic.St OIJa,np or l(C'nOH ,,,.10~1<1• 2.)lfOll'fi,,.1t.tH1;() ['5'J, lllll.l.,U4(n[ U[IIC)Wil ... lCMI ,~n. w.s1-t-.ci1°" • r1cv11M1:~'"Jorcc,Tl<l•to, roirC01.1"""•c,,o , -N.)CI ,,'JC(ll'T llol( "fOUh 11 rclt'I' 0, "MC NQIIIN •.: ,,rr folPl(Of' eON>f'l'fD ro •11tC tOUNT'I rei• 11~ 'Vll~tl 11' ouo •icoaoR U"1or1111rcc•O'kll 111.NOr• nu...,,, '1.JOEIC~ IJo( sou,i. Jl[t'IOrTM[leQIOW4Srtr:ttwiacor (~0 fO •~~ C~ 'OIi jllOAI) ~Ur, 0([0111(~ I.INOC• IIIC'OIONC Jro\Mltltt IPOUIOfiU, •POtJIOMI, 17otl'IOfH, »co•1ot11co:.· JIMC(\. 1113011~1- fl.lC [.Lii i,w,t O, TM( lll~M[A$1 t)UN!1[11t.l)1tlolf:~'INWll:S10U""'DI V ,;,e l\l(Ml'ho''#l:11 OV'-"Clt or htt ~ 0!,1"'1P, HC'hOll ti. ll)'Mljt-Hll'JlNOIITM.ll»fCCl[.1.11,~Tl'twt:IIIOW,l,lilOICI COU.liil'I', W4WH.TOH un COUlffi ltOles UcO ,.uswaNCiuc.•~.n, SURVEY OJ.To\: ti";'- ! I / ./ ! ! i : \ '1 \ \ \ . --,-.;\_. 8.ASIS or 8t.t.RtNO \ I~~ P(a P\..l,T ot t,tOIG,\H·-,.,a, \f 21lS, ~. 70 f \ltRllt.lL OA.1UW Cff"I' Of ll[NTON CONtllOl nn,. U,(',f••H,41 -trUl:NCt 1U"JIY['l'S PV-1 or MD!t4#t PV,C:C:, II" 20!1, .,, 1c. . ~IPlt~ U[J.00\l'S l~lll ,...,_,, V IH, .. 12"1 IICCOlfO or S~V(Y .JIH t,,I I IJ90& AtCOMI or S~1' J,/H t.)ot 119004 "teo«o or SVl'VrY ""' ,111onoo• •tC:OlD or SUll',(1' JIN t•otJ•tOOI ~ l FOPOCRAPH;;~9~u;••nu•vrr BY: . • . .~ '"""'"·· ,oo .. , ...... m t21U V.lLLCY AV(N\Jt (-'Sf ./ SUMNCA, WA 91390 . 11 'l!il-lJt-0.)00 ru nl•H~-tlOJ ., ... -· ''\ \ / A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. , SITE SERVICES SCWER: CITY or REN10N WATER: WATER DISTRICT NO. 90 SCHOOL: REN10N SCHOOL DISTRICT nRE: CITY or RENTON TELEP"ONE: QW[Sl . ELECTRICAL &. GOS: PUGET. SOVNO. ENERGY CABLE T.V.: COMCAST CA!MVISION TJIU.CTS: 'l'RACT .t..: ORAINAGE -IJJ•O sr 'l'R.lC1 B: HIV.llilE ~O.AD -2~53 'Sr. -~ SITE DATA /JlEA: 4.22 ACRES -R8 AREA:· 1.09 ACRES -R10 AA(A IN STREETS: 0,84 AC -RS AAEA IN STREETS: 0.26 AC -R10 NET AREA: 3,38 ACRES -RB N(T AREA: 0.63 ACRES -R10 PROPOSED NO. LOTS: 27 -R8 PROPOSED NO. LOTS: 9 -R10 ZONING:.. RB. & RlO PROPOSED DENSITY: 7.99 UNITS/ACRE ·• RB PROPOSED DENSITY: 10.84 UNITS/ACRE -R10 PROPOSED USE: R-8. ZONE: SINGLE rAf.<IL"I OETACM(D R(SIO. PROPOS(O USE: R•10 ZONE: SINGLE rAMlcY DETACHED RESIO. ASSESSOR'S. NOS. 152305-9033 !0.118 AC!) m~~=~m · t1~ ~ ._. 152305-9019 1..31 AC 152305-9045 (1.•)9 AC) R•IO ki I ~ ... .!IIIJ ,, ll t ~-r:r J} 1: -~ll_ .. •:-:_ l' z ffi • • wt,i~ ZsUt 1---~~~~~~~~~-1 G~ ~~ VICINITY MA? Z 5 t l:! I: •· ••• Wj6lt \ lt:I _ / )I!)> 1 g f, SITE ADDRESS: J55 JERICHO AVE. NE •.•.••.•. ""•. . ~// \ ~ ··-.:: :~-_,.;.,, .. ~_,,.,.,,.c ·'' ,,. •. : .. : ....••. , ....... ;:-.;,..,. ... :.,_~······ ,-.·.-··-,.-·, ...... ···:·-·-· ... ,-· .. ···-""·..; '.: ... _: ......... _.:·.,.,.: ... ,.,., .. ,, --~, .• ,--.·:i ";~ r ! W"' l l' w ,( "') U.UMt,ns NOT SHO\IIN: I I I I \ I, UN!Ptc1,1[0 SLOPE U'SEW(HT ,oR CUTS ANO rfLLS ·rOA TH( OCN[nf Of l(INO COUNT'r. PARctL 152J05 go,5: Rte., $7H217 PARctL 152305 0010: R(C.f ~23643 PARCtL 15'2305 00•7: A(C.f 577J118 PA.RctL 1s1lo5 vua~ Rte., 5a2lM2 Pl!OP[RTY OYoNERS: 1S2JOS IOJ.3 Hi230) 1143 C.W.C., INC. TtARI" DtrOOA 24133 NE 133 -Sf. OVVM.L, WA 9!010 152>0S 90,7 Rl0CRA•BA1.IC0 [HT. FAMILY LTD. PARfNtRSHIP DIANA R1BERA 16400 SOUTWCCNTtR PKWY .. f.308 11:1.r,u. •wA. snm1e 1,2JOS 9019 152305 oo,s HOW'-AO Q..t,HASIIY 1402 N. 215 Sf, RtN1QN, W>i. 01!0~15 PA~ICIA BAN.a.SKY •.• ..,...!.··- fll'%fll"( 1'LJt' 413 rtRNO.LLt ,,V(. N[ R[NfOH, WA, Oto55 GRAPHIC sc•LE k-....LJ-t i r ,...,...,... (IIIJUl'l ,~ ... I\ _; h ~\it i-...... < 'I: ~!i! ~~a..~ o:l>-loi o~~o ii:: :;: .. ~ -i~ cj; 8:~ ~ ', F., • c5 .......... ~-:i ).. ~§' e, :;)· Ei -r•j I ::;g~ f !;1 ~BJ 9 -• i~ h'C, ...z..lJJ.aL u:-.J, ,. • ~o· ,1.,;,,111_.w_ aa-'"' _.u,._ ......... __ ----.-!!!!...=-- "".J_ ".J_ w "' w C, z < a:: :z 0 -·~ u w VI w :i .. ,5 0 :z 0 ;:: Q'. 0 Q. <( .. "°'o-om (t:Sll ..,, .:OJ .-SGO-CIR (CU) 'ON ;IVOlfd 1("09'6 ..... 'JW)I .;,:,old WHX 1/J#IOS 611'"6 QNl~33NION3 !ol303'1ff' j I I 3N 3'1Y()Hjll:f3"0·"J.S 1./1'1> 3N Nll1d 33W. 3$' 9NKJVcr.J 5101 tr 1 V1d ·OH:JltJ3r ~ -.~=4 I I I A z w l'.1 w _J !::I -~s ., !al i~ ' '"*~ !;' ~ ~ :.: I :" ~ J; .. -. i ~ § ~ E ~ ,,r",,,' ~-,.,. ... ~""" 1i~. I. I. Q. I ·i ~ Z I ,__, • 1· t3 . r . ...., .. r z i ~I~ I i t!j s ~ ~·t ~· i ·. z • " ~ ~;~ ~1is·°'· CIJ ·t::i r--·-----"---J ..... ~ c.n ... ~ ""C1 - 11.---148th · J lPl. SE 149th 1 LPL SE·; -~ 143rd Ave. SE 140th Ave. SE 142 J @i 11 Ave. CIJ t::l ..... c.u o:i ' ~ 144th Ave; SE: ~ . Lxoris. Ave. ~J; I . I ;;p . ()1 I , I I ! .1/F. I . ' Ll==r=·· UJ ~ ~:::l:[:~ . r· I ....... / ~ ~ ~ --\ ~ LEGAL DESCRIPTION IIAIIIC(l,. 1UlOS IOJ3 ™C us, I 0.5 rrc1 or TN[ ftOR1'H KN.I" or n.t MORTM[ASt OLIAA'IU or tHC ,io"1'HWf:St oo.uin1t or,~ MOAn«A!IJ OU,1,11Ttll o, sre,10~ 1.5, TO'IWf!.lilP 23 NOltl"N, IIAHat;' (Aft, IMU,,N,l(TT[ lr,t[IIIDl.tH, .. O:ll'IG COIJNT'f. ••S .. rl,i,Clt,c:ti. OCf.PfJl!([ASJ?Or([TTHO.[Ol'Oill•llAO; t•C[PT fM[ tfO!'fl-l •? rtt1 11,f(Jl(Or COICICWkCO IN lflNC COUtrll'Y SUIO[llll;lll COVlll'J C.OUS[ NIJWl[II &JIU) rQ1110IJTMtAST !JfTM 111lr'I, IIAIIICU 1UJOSIUI IM[Wf.$'1' Jort[TOfTMCCAS'l 1Jt,rt[TorT1-1[HQ111lHM,l,l,IO,fHt l<Jollfl<(-.$1 OIJ.«f(II 0~ TM( JoCIIIT!fW[SI C\,W"(II (Jr tHt: "°"1HU$1 CW,0[1! Of' SCC?ION IS, l0""'9H"' 2l HCltTll, 11.IH,[ t wr, llilll..Ul[M( tJ(ltlt:11,1,N, IN 111""0 ~wrv. ll'AS~~ON JfM lO rm TM["fO, ll'IHCI 'Mfklll t~ IIQITO, 't/J,,V l?flio!SlRtC,, 1Mt soUT .. 11 ,err or TNI N01trH o ,,rr or 1MO ON"1:'t'CO to KING COUNTY fOII ROM> l'UIH'<ISU If OCtD 10(1 "tCOROING NUMIWI U2l'4?. lllflt[l lS1JOS ton NO«IH HM,J or lH[ ,!Qlt'fH[AST QW,ltl[!I or TH( HOl!THM.Sf OONll[R r.w~r !~~~.c::J.i~1l"~co:iJ!~1:-11:~ :t: ~ .. =~ tkC[l"T Tio[ lll[ff 117.S r([I ~ Tit[ U.,t tJS ,uf T~"(OI' loND OC[IJT •o"TION coi,,.(Y(O TO 1(1,C COi.im' rQIII INl,tO IJY DUO ltrC<lf!DtDUICl[ll"[COltDtlt0~'71J1U, J'MC[l 152\o, ~If TM(it[!T27l.,,cc10,Tl4[tl(Jll'TKltOil.f0,JM(t,fOlt11C,1.StQUAAt{R or TM[ ~TMwtST C,O.U,l[I or YM[ flOlt1'MUSI QI.JJlll[Jt or S[Cnot. 1i.10-\Hl,U1,i,Olrl>o,lllj,1,1Gf!l(afl,11111.VM(T'!"EittlllDUN,INll:INO cov~. W~OTOH [tflM[IICO,ro,tCOUlill'l'll!(ICJ JJaFN:Cl 1$2lC1) to•~ 11 r(rtOf IKCNORTK Of[t'f 11-![lttO, r¥ r<I'! •oao "'91JIOSl:I ,,, O(tD IIECQltCCO IIIIU3"'l; Jr!(1'0,IN[~IOl!1,C[t'l~Of' d'I' rOIII lt(UO Pl.lllJOUI .... otto, ll[CORO(O IS IJOUIOlll. a,ouaous, 110UIOU'- TH( t,l,ST ~""' or '"" NOlltKt•sr OUAIIT[IIP 0, 11;( NOll'l'HW!tST OLU,llll(II O,llol[ >i()Jl'TK\ICSI OUIJtTEIIOfJM(N0111'"4(AllfCk,rAll't[II, S[C'IIOH 1,, TOWHSHI, U H~M. 11.....0( 5 E,1,$1', 'IIIU.lliWCTTI: lil(rlOIAH, IN IOH(I IXUITY, llr.t.Slo41Na10N lC$SCl)IJfft't~.t.HIJ un t.llH[lt.t.l. IIIIGHTI SURVEY DATA: BASIS or IU.lflNO 811[,t,ii;OOWH PU PLAT C, MMCAH Ill.A([, \I 20~. P9 10 \l[UICA~ CATU~ CITY?J"ll[NlONC~AOl..12:19. [!,.E'l/••21.•I RCTCR[MC[ 51Jlt\lU5 IV,! or t.l()AC,t.H Pl.AC[, v 205, p'il 10 MAPl.[WIOOO Iii[~ SHOAT Pl.Al, V 1,1, P• 1204 RECORD or Sl,IP\,'CY ,tJ't,t 1151HJ,o.t R«:Olt(J OT SUR\'CY ,.,,. 1301119001 lt[COIIO or SU~ WN 111101900' RtCOIIO or s~ ., .. U0!2ll0Ql TOPOGRAPHY AND 801.JNDARY SUR V{Y 8'r': A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE DATA /..._; I ...... 'I ' ·1 SITE SERVICES AREA: 4.'22 ACRES -RB SEWER: CllY or AENTON W.tTER: WATER DISTRICT NO. 90 SCHOOL: RENTON SCHOOL DISTRICT rlRE: CITY or RENTON TELEPMONE: owtsr £LECTRICAl. &: GAS: PUGCT SOUND ENERGY CABLE T.V.: CQ',ACAST CABLEVISION AREA: 1 .09 ACRES -R 1 0 AREA IN STREETS: 0,84 l>t:. -RB AREA IN STREETS: 0.20 AC -R10 NET AREA: J.J8 l>t:.RES -RB NET AREA.: 0.89 A.CRES -RtO PROPOSED NO. LOTS: 26 -RB PROPOSED NO, LOTS: 9 -Rt 0 ZONING: RB & RI 0 -"'--j •I' ;,:._!ll!!, ,1 .,!l!3. !I TRACTS: PROPOSED DENSITY: 7.69 UNITS/ACRE -RB PROPOSED DENSITY: 1 Q, tt UNITS/ACRE -Rt 0 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESIO. ' PROPOSED USE: R-tO ZONE: SINGLE FAMILY OETACHEO RESIO, + q ~;lL--. 11 NO~TH d_i ; .. •:••,•., .. TRACT .l: OR.llN.lGE -l.}688 Sf TR,t,Cl B: PRIV,t,f( ROAO -2605 SF ASSESSOR'S NOS. ~Jii., -.-- 152JOS-9047 LBJ AC 152305-90JJ !0.58 AC!, 152305-9148 0.20 AC)•-• VICINITY MAP !fT.S. 152JD5-9019 1.81 AC I 152305-9045 (1.09 AC) R-10 SITE A00RESS: 355 JERICHO AVE, NE ~;;:;;=~--,A"'~,. ~~-·-~=~ f-~ --·----~----=~tj!!t~·--· =··-· NE-.u;· Streor- .,-~ ~ I -:.;z:= --=-=-== .;··----i-·r-.r?f'-,';°"'lro~-~;::.:-=r,-·--_:,;;....~~~".:..:..::::,-:,~,'~Et'~--~~:_:_-:_:.·,;.=~-----~~=t_::.,,;~;;;.:i~ti-.~;.~, ' ' .~ ~ ! 1 lLJ OIUIIU.t.[ .WJJ J' Olll'AtH.IIG[-(51111--- -t " • ~ .. I ' 17 ta ..,1;, 15 J"' I 21 I :'9:IIECf870Ul0!27 I ll[C ,t10116{10t I ol'o1 21 \ I , I I J750 SJ' .,,. s, Iii II IOCJ.) y JIii I t®O !IP' ;r_ 13 I<> F 1 ~1l 1 51,1 S, ~ l I,.,,!',, I ,, ~ 1j ,-, ~ t~ ...,,, 1 "'" 1-. ~ C := ~ •• I! ,-.. ,r~'~.,---++1-• < .... 1-;;"1,."'' -,.~,.. 1 :-,,.,1-;;i" --1-•: I' «-:;f~: ' JQ4 V ~ 41 11\1 I I I 1 --• 1 W -" b: l j ~ l • ---~----_ I I I , I .. ~ J I ' ' " -""J" -· ' . . . .r.-' I .,.,..,... -' I I 'I ,575 il I l i :<I, i! lfwl"Srl : OICl.l1I I I ,-nr--J--Zleit-1 i._ 151 10 QI Ills.I, J"I ia i I"' •!~5 9,.~ ~ ,, f i: I ~ ,~, q\M.~; ~" , , .., ;r; 11 .... 11 ;-u a 1,. 1 16 ~ ~--····· :"'r '· • I 3•; I ,rn1Y !14S2C1Sf :'i .. ,.15JQ7sr' 4l75S, I I ,11;, 5!175V:I 17 l '7J5V I i '~11 :, 40 1·1 1 .~16230 ao,IJJ •1• ~l :;;: 1 l_il ·· _r·~·: j ""j ~ i~~ """ 1:1 I= • :~J~, Y • , l2 1 ~ ~.,. 1 • : s: ----, : 28: 1 ~ ~ • ,.., l1 }•411i<'v I'~'!'-" ia:::~ uw -!tl!:......1 _l-lU,..._ ~-ta.C9:. •-!tJO: _JPl;t/ -~ad -1~ t ,,co-~: I -I 1 1-·. 162306 901P, ¥ 16230· 9047 '" , i ·,·-";,tJ::·~ f-1 -__ ,. ~ ~~~-~ ~lt,J~-, -~ -~1 __:__---:--1 ~~-1 l_ ~ !ta1so6Q03~rl '1 . . ... -1 . ''"' ' ,• "'" .. ..,. \ ""' .. ~ 1 -T ,,. I fl. ', I I '\. 111t:;1 • -~ - • --• I--• -I I I JO' I U b!J 1 • 1 1 I • -.{i V lli Jli; V }1 JI: sr .1 ~:~..;[ I. 1: 6 l ' I, • 1! J ' 2 ,, »a~ Sf' l I 5 DOI.. I \. 11 I 11 ' I "'" " 1! ' I ' ~ .,;,, " I "°'" 11 "°'" 18 "°'" r "°' s, r .,,,1,., I : 1, "0 : I 1 I I ' i; J '"'" I .""'" 1 .__ 1· l I 1 ' l " ,i,; ' . L--·~~;J.--· ...... L~1 --"llm!l'F.mr--"1111> i"i<ni;;i--L.~-..... __ ....__ ~---.-. -· .. r ~~-~lllli ··1 1 "'~ 1 Yl'nll 111N a,o 2 Q1 24 liO II 1,095 I SU'ttll'[ 21.l.» JQOI f :l , !II !l ,;;; 0:.., I ' I I ~ ~ i I ):"I"'; [AS(MEN rs NOT SHOWN: PROPERT'f O~(RS: l:52J05 !il03J 152:.\05 !ill48 C, W.C., INC. 10· ~OAO USC111£H' ll(CI 11100.no~ ~ DRYCO Surveying, lncorporoled 1271 • VALLEY "V[NUE [AST SUIJM(R, WA 9f1Ji0 2~J-e:H-OJOO FAX '25J .. B25-l10J m r < 1, UNSP[C1m;:o SLOP( (A'S[J.l[t.T F'OR curs AND FIU.S roR lHi B("l(F'll Of «:11110 CO\JNTY. PARCCL 152J05 9043: R(C,I 5799277 PARC!L 15230~ 9019: REC.I 582364.l PARCEL 152JO~ 9047: REC.I 577J188 PARCEL 1sno~ !ill-43: REc., 582J642 Ti:RR'I' OUOOR 24633 NE 13.3 Sl. CUV"l.L, WA, '98019 152305 9047 RIBCR.t.-0ALl(0 (Nl. r AMIL Y L ro PARTNERSI-IIP DIANA RHlERA t5ol00 SOUiHCENT!R PKWY .. #JOB SEAlll.t. WA. 9!!\!!8 1~2.:.\05 i019 152:.\05 904! I-IOW.&J!C 8ANA51(Y 1402 N. 28 sr. R(NTON, WA. 9B0515 PATRICIA BAN-'Sl(Y ~6J F'ERNOAL[ A'.{, NE PEN lON, WA. 98056 i GRAPHIC SCALE ,o UT i •o bii•.-.... I t 1~ ,ur l 1 11,t~ • IG It. (!) z er ... .. w~ "':::? Wei:~~? ~;i~~ Oli:~;!;! zs~~t:! Wjt I~ a::~~ i:; wti. ti.. (j w <( ..., ·~ )..v; ~~ ~~ ~-a ! ~ § -~~ ~-~ ). ?i~ ~ ~ 0, I;! ;1i 1 ·ar-i ~ ;:~, :~ I~ ~ 1ClU1 I' • ~o· II(-····~ ~ -··"--:!.::--.. ,,_,_ . -'-: .. ..., ; .. '· i t! -, "1 A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M . .. ~ -1 Elt1Sl1NC GRADE O ~ PROPOSED C~lCRUN( \ .., ... l..!:.fj·::21~b:1'1' f~..!:.l WI j m0 m m ''° rn -m I PRCPOS£0 GRAD£ O .CCNTCAL!H[ PROFILE -EAST /WEST STREET SCALt: ~D'IIZ.: ,•.40• . IJ(RT,: '1"•4' J.-oo ,~oo :1+00 · 6+00 :;i . .,. •3• "' ~, m :i ''° 5+61~.!3 426 .,. "" . . 1.P,,.. I ti, i .~.s· I (l.1' $ '())~-11 11/·~;~ ""'· 1 ~ .~ -=·~~ , c..m, ~ aurrc11 ,:;) : ·:~*';.. :$.,I .i• I .111. .2•; i~fJ"'"' _:::'J:f~:t/;.;//j;?/iJ..-"i' '\~frz<i1'tt;\".:f, . ,~\ \ L,. "'""' , •• ,.,,, I" UN Ml<Pr, f)(P,;, C..ASS" "I" .iSP,>,Aif CCINC1'CJ't ___,l \ \ \ WA.I.If ,. -"'''" "'"" ,.,,,,,;, """""" "" '"''"' ~ \ ~ "'"'" "'" .,. NOO l+l)O 2+00 ~ ~Aopa$[o GAAO[ q '22 ::, C:::/,c:::'"'.;;':: :::=t:=:.. a,,o~i p., .. ,;~ -l(ll"01£1, 'D2.ff C[Hf(~l.lNE ~ u 0+00 1~00 2•00 3+-00 ]+28.63 PROFILE -HOQUIAM AVE. NE . ta.DO""'· ,."'1-- :· 'i ,;'t ~ SCAI.(: HORIZ.: I"• 40' V(Af.: 1"•4' ,~ I l . l2t .-.,&._' . . .=.!ii. - .,. TYP. INTERIOR PLAT ROAD N01f0SCA.LC •· ~-·-1 ~ f:ltlQI • L[: 40l.11!~-~ :~. ::}! l,i·.si DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED· POND WITH 2: 1 SIDE SLOPE'.:i ELEVATIONS I, 19 I 'l,l1~V: t,'""' . " il' :· ~ ,.,. V .I,:;:. : ~I ~ I -.. · f-~'~" ~~ · i~ ~ i&~u- H•fO 1-·····-,l~".,..T~~~~-: .= ,= J p,2saq; ,uuo J I o;fsr .1 JU•~ 1 ll ·., E-'' ,' ' C ; ,, lU· S, "· 1 m i' ' ,,w --,,.w I~ •w· I ...,. I . • ... :"1 . I ,, ~--' .... '. .::·~1'.'.'~ ~ m/i/ZL.i .. '7 I "f I = : I ' . -.. -' -.~ ' .. . h .. ~ "~, ' " ~ . --·, I . . -. .t...:=•"' I ... . . i L1'' ••\"":_I:-'" I I •w "{1 TOP: 421 .0 50 YEAR WATER LEVEL: 420.0, AREA= 10317 SF ·soTTOM: 412.0 AREA= 4691 s( , . VOLUME PROVIDED: 60032 CF VOLUME REOUIED: 4 7840 CF WATER QUALITY: WETPONO BELOW 'DETENTION STORAG( TOP WETPOND ELEV: 412.0, AREA= 4691 SF BOTTOM WETPOND ELEV: 406.0, AREA= 1815 SF VOLUME PROVIDED: I 95 \ 8 CF VOLUME REQUIRED: 17160 CF -·~~-· I '· 1 Ynf~ 1U.i1t,.L- I\.OWfl[lfJtletOI T'IPE C,UOl 8-'S* ' .. I I I I I-.---- 18 'I : = I I 18 • ' 11 ' ~ 1 ~ 1li a ii 1 V I ,,..• -19 ,,!a s, f •t4r.a sr 1'-1;1)(1 s, 9 .. iJ.,. \ ~JIM Sf ± "''"' I . -... , .". r. ."" i . l . . : I . ··~:~ .. I ,,:.:'.~~J~~~L~·--~~~ -~-~-1-~~l~e-l ,-.. ~~"' ! ""' :. '\,/,..--,,,,·,,..,. : ,~·· i i 'ml 5::a.~ ~ cww-~w -ID1"11'l ,,, .. ,. ... fl. i t:) z er " "II'\ w ~-:s~ Wit'a& ~ ~~~!~ (.!) ""' ~ '.i' z s•--~ w~i! i O'. ~~ •.! w~ t t:) w <( -:, ~ CJ • Q ... o."' >-ti' ~ ~ t I~~! ~~ i 0 ~H I a; t ~~ i <.:> O•TC,~ ~ OOICII • .,.__.w_. ~ ~ !!:!.- Mt1 _L_. _1 __ February 6, :2006 Monday, 7:00 p.m, CALL T00RDER ROLL CALL OF COUNCILMEMBERS CITY STAFF IN ATTENDANCE SPECIAL PRESENTATION Eolice: Empl_oy~y Recognition PUBLIC IIEARING Vacatioii:)erich,q Ave· NE, . R,omim6,v AcJ>s.:.oo:S . rP-~:trto?> f RENTON CITY COUNCIL Regular Meeting MINUTES Council Chambers Renton City Hall Mayor Kathy Keolker called the meeting of the Renton City Council to order . and led the Pledge of Allegiance to the flag. RANDY CORMAN, Council President; DON PERSSON; MARCIE PALMER; TERRI BRIERE; DENIS LAW; DAN CLAWSON; TONI NELSON. KATHY KEOLKER, Mayor; LAWRENCE J. WARREN, City Attorney; BONNIE WALTON, City Clerk; GREGG ZIMMERMAN, Planning/Building/Public Works Administrator; KAREN MCFARLAND, Engineering Specialist; LINDA HERZOG, Interim Assistant to the CAO; CHIEF GARRY ANDERSON, COMMANDER TIM TROXEL, COMMANDER CHARLES MARSALIS!, and COMMANDER KEVIN MILOSEVICH, Police Department. Chief of Police Garry Anderson announced that Officer Craig Sjolin, Police Services Specialist Holly Trader, and Officer Steven Ritchie were each selected by their peers and honored as an Employee of the Quarter in 2005. Police Services Specialist Jacqueline Thomas, the Employee of the Fourth Quarter, was also named Employee of the Year. Chief Anderson then presented the Meritorious .Service Medal to Officer Clay Deering, who on 8/4/2005, entered a · burning house and rescued an elderly resident. . This being the date set and proper notices having been posted and published in accordance with local and State laws, Mayor Keolker opened the public hearing to consider the petition to vacate a portion of Jericho Ave. NE right-of-way, five feet in width and 286 feetin length, located south of N? 4th St. (Petitioner: Mike Romano, Centurion Development Services, on behalf of . property owner Norris Homes, Inc.) Karen McFarland, Engineering Specialist, reported that 100% of the abutting property owners have signed the vacation petition, and there are rio City-owned or outside agency facilities in the right-of-way. Explaining that the petitioner plans to use the area in the proposed Jericho Plat development, Ms. McFarland pointed out that the vacation will benefit the public by improving traffic flow and safety, and will provide better public transit access by allowing a bus pullout at the intersection of NE 4th St. and Jericho Ave. NE. Currently, the existing right-of-way is five feet wider than the City requires, and the developer has been working with City staff to improve Jericho Ave. NE beyond the code requirements to a modified collector street standard. Continuing, Ms. McFarland stated that although King County Assessor records and the Plat Certificate provided by the title company neglected to show the area of this vacation request as right-of-way, City staffs overall final plat review process showed this right-of-way as an area that was to be abandoned. She relayed the staff request that an easement for sidewalk, street lighting, and utilities be retained in the subject area. Ms. McFarland explained that since the City acquired the street through the 1998 East Renton Plateau Annexation, there were no original acquisition costs. The vacation area is unimproved and City funds have not been expended for its February 6, 2006 ADMINISTRATIVE REPORT CONSENT AGENDA Council Meeting Minutes of 1/23/2006 Community Services: Marine Engineering Annual Consultant Roster Renton City Council Minutes Page 26 · ~intenance. Therefore, staff recommends that compensation not be charged since the easement will provide the City with all rights necessary fqr the City's intended use of the area, and the City will benefit from the street improvements associated with Jericho Plat. In conclusion, Ms. McFarland stated that staff recommends approval of the vacation request, and waiver of the compensation. In response to Councilman Persson's inquiry regarding the bus pullout, Ms. McFarland explained that throughout the platwview process, the va9ation area w.is already shown to tie. a part of the Jericho Plat and not right-of-:way. Thus, the bus pullout has already been planned. · · · Mike Romano, Centurion Development Services, 22617 8th Dr. Sfa Bothell, 98021, noted that the vacation proposal is holding up the recording of the final plat. He explained that the original preliminary plat map showed the area as a road easement, and therefore it was considered to be a part of the plat until discovered by City staff to be right-of-way. Mr. Romano encouraged Council to approve the vacation so that the project can move forward as originally appro.ved by Council. ·· - There being no further public comment, it was MOVED BY NELSON, SECONDED BY CLAWSON, COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. -- MOVED BY CLAWSON; SECONDED BY CORMAN, COUNCIL: , APPROVE THE VACATION REQUEST SUBJECT TO AN EASEMENT IN FAVOR OF THE CITY BEING RETAINED OVER THE ENTIRE--RlGHT- OF-W AY FoR smEwALK, sTREET LIGHTING, AND UTILITm·s·!, AND COUNCIL WAIVE COMPENSATION GIVEN THE BENEFITS THAT WILL BERECOGNIZED BY THE CITY FROM THE ASSOCIATED STREET IMPROVEMENTS. CARRIED. Lillda Herzog, Interim Assistant to the CAO, reviewed a written administrative report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2006 and beyond. rtems noted included: * The Mayor's Day of Planting is scheduled for April 22nd. This year's project will include the ·replacement of 26 trees along Williams Ave. S. and Houser Way S., with the help of volunteers through the Neighborhood Program. * · The Renton Community Foundation Circle of Giving donated $1,000 to the ./Recreation Scholai~liip ~rogram. -, * The Washington State Department of Transportation is currently installing _ a safety fence on the SW 43rd St. overpass:over SR-167 near Valley Medical Center. Items on the consent age_11da are adopted by one motion which follows the listing. At the request of Councilman Clawson; item 7.c. was removed for separate consideration. Appr~val of Council meeting minutes of 1/23/2006. Council concur. -;· Community Services Department requested approval of the annual roster of consultants chosen to provide Pier, Dock and Wharf Work; River Bank Stabilization; Bridge Work; and Site Inventories and Assessments, Suitability DESCRIPTION: · City\of Renton . rPUBLIC INFORMATION HANDOUT February 6, 2006 c_§TREET VACATION PETlrli()N VAC ... 05-005. For.additional information, piease contact: KarenJ\llcFarland; City of Renton Technical Services 425'.430]209 The City Council willhear a proposal requesting the vacation of a portion of Jeric.ho Ave -NE right-of-way, 5' in width and 286' in length. The requested vacation area is shown · <pn the accompanyirm map exhibit. · . SUMMARY: ·:A/vacation petition'vva's received on Decem#er 23, 2005, frorojMike Romano orlbehalf -. -qtthe property owne[ Norris Homes,Jnc> The portion of right-of-way included. ih this .·-.. ;petition yvas quitclairned by Robert· E l-:¢yY·~nd·Geitrnd .S Leyy-Oif August 3, 1987rF,~.,;.· · .. -~--}there are no facilities-rkthe area oftfiis Jac'aiion. -" ----~:--r~~~c-~- . ;ilf eio~:~~r' ~~,r8i~: .:: . ~':ii~~l\t}~!~!~~t:~Jt?Jt:~:0:~dthtit:::J -<-,f'X{~,¢ation wouldbe tgirriprove traffic flovic1nrsatety. ···-_ ... ,.,.,;.,~, --.. ~._. -~·-;;c, .• ~ . .,: · _ ·'.-·· Qufrently , .. the .existing right-of ""way fronith.e centerline is:JiVE$rfoet· ;Wider than -the--City · ... -ft~quires.··. Per·the'.Gity!s code.req·uirefughts;)ericho AyeC)\JE.isonly requiredtobe · ·.· ,<:developed to residential street standard_s~r;The· developephas 0.beeri working witftCity staff to improve Jericho.Ave.NE beyon~ffhe code requirem~r1ts_to a modified ce>llector · J,.,"sJreet standard. -'lrliproving Jericho/Aie: NE to this standard benefits the City by pJoviding better public:transit access. CSpecifically, these improvements will allm,v~abus ~-pyllout at the interseftion of NE 4th Stre~fand Jerich_o Ave NJ;;· :,:"5 ~;~~-~~-:::=-.-~ ; --:.-"--e-1.._--- •. :;.}\.~}established b}l·.-R'<~~vV·:a5.79.030?th"f"street ·\(acation· p~titioff,-if ·grant~di· :rri~stpe ·. ,',_if pproved by the CitypouQcil througlJ grq1fic1ri~e after a publi£.h~aring is held. '"f'h_E:f'City -§ball receive comp'.eflsation in accordanci:5-with RCW 357~).-0:30'for the vaca·ted!alley. )Jtle ordinance shall-.t:>e recorded with Kin1fCodnty once itis i,f effect. · · --.-_-=,.-: "~ 0 . 100 t I 1 1200 200 I NE: 4th. Street:, Public Hearing on VACATION PETITION VAC---05--005 February 6, 2006 ~ A H x~ _.!i n t) y,• TH r,: ( I '-~ k \! r~ I LOCATION Area of i----Vacation Request King Count z 0 ~ ~ u 0 ~ z 'O ~ ~ <· .U .o ·~ · BACI<GROUND • Petition rec.eived December 2005 • Pursuant to State and City Code, more than 2/3 of the abutting ovvners must sign the petition • 100% of abutting owners have signed BACKGROUND • Right-of-way quitclaimed to King County by Robert E. Levy and Gertrud S. Levy on August 3, 1987 ·. • No City-owned facilities in requested .. area • No outside agencies have facilities in requested area ;· PUBLIC BENEFIT • The petitioner plans to use the requested area in the proposed Jericho Plat development • Improve traffic flow and safety • Allow better public transit access • Improve Jericho Ave NE beyond the code requirements to a modified collector street standard ·. RESEARCH/ SURVEY • City departments surveyed through the plat review process · • Area of this vacation request had been - shown as an area to be abandoned through this process, staff determined that City departments did not need to be resurveyed . . RESEARCH/ SURVEY Internal Review Comments • PBPW /Transportation and Development Services: -Staff had additional commun.ication with these groups -Both had no objections provided that the City retains an easement for sidewalk, street lighting and utilitie,s z 0 ti--4 ~ < a z ~ 0 .u ~ ' .· ~C> , ' COMPENSATION • City acquired this street through the 1998 East Renton Plateau A11nexation • The City had no original acquisition costs • No City funds have·been expended for the maintenance of this unimproved portion of Jericho Ave NE The Planning/Building/Public Works Department recommends that Council: ~ approve the request to vacate subject to the fallowing condition:. • An easement in favor of the City shall be retained over the entire right-of- way being vacated for sidewalk, street lighting, and utilities . .. . . ~ determine that no compensation be due given the benefits that will be recognized by the City from the associated street improvements. CIT1"~ OF RENTON . ..,,., Kathy Keolker-Wbeeler, Mayor Planning/BuildinwJ>ublic Works Department Gregg Zimmerman P.E., Administrator April 26, 2005 Michael Romano Centurion Development Services 22617 -8th Drive SE Bothell, WA 98201 SUBJECT: JERICHO PLAT LETTER OF UNDERSTANDING NE 4TH STREET/HOQUIAM A VE NE INTERSECTION Dear Mr. Romano: . . . Thank you for your willingness to collaboratively work with the City to ~cliieve additional - transportatic:m improvements to the subject intersection, thereby contributing to the long-term viability of the East Renton Plateau area and neighborhoods. - It is our unde~d.;.g that'you ar.e -williilg t(i provide an easement on Jerich~ Plat lot.26 (SE corner of the subject intersection) to accomm_odi,ite a bus pullout. The easement and bus pullout will be as detailed in the March 4, 40()5~ lett¢t to· you from Juliana Fries; City of Renton - Developmen,t Services Divisi6n. · _ · · ~ · . ·: -· · · · ·· · . _ · : ' · · · - In ex~hange for the above described easement, the City is willing to reduce the existing Hoquiam Ave NE 30' right-of-way width within.the Jet;icho Plat, as shown on _the King County Assessor's quarter-section map, to a 25' right-of..,way, a reduction of 5'. With this reductio~~ the right-_of- way width fronting lots:21,32and 33 will be_25' ratherthan the_ 30' right-of-way currently shown on the Prelipiinary Plat Plan. .-- -. . . - - . . . The City will pay fair aciual costs associated with the additional pavement on NE 4th Street for the eastbound far-side bus pullout, and fair additional engineering and consulting costs necessary to include the bus pullout. The public easement for the bus pullout will be shown on the face of the Jericho plat (a separate easement document will not be required) and become effective with the recording of the plat. The execution of the public easement and reduction of the Hoquiam A venue NE right-'of-way will be adopted as part of Council approval of the Jericho Final Plat. By signing this letter of understanding, all parties agree to continue pursuing the inclusion of a far-side bus pullout at_the subject intersection by the process and concepts stated above. If you agree, tl)en please· sign and return both copies of this letter. The City will then execute both copies and return one original to.you for your fifes.. . : . Agai~, tharuc y~u.for·your cooperation in this-~atte·r. • ------_-10_5_5_S_o_ut_h_G-ra_d_y_W_a_y ___ R_e-nt-o-n,-W-a_s_h-in-gt_o_n_9_8_05_5 _______ ~ *· This pall"' contains 50% recyded material, 30% post consume, AHEAD OF THE CURVE \ .. \' Michael Romano CennrrionDeveiopment Services April 26, 2005 .. Page2 · Re: . Jericho Plat Bus Pullout Sincerely, TRANSPORTATION SYSTEMS-DIVISION Sandra Meyer Director . .,, The following parti~s agree to ccmtinue purs~ing the i~clm,ion of~ far~side bus'_pullo_ut at the .... S'9);>ject inters;di6n by the: prbces~ and 'Concepts:detiiled .in ·tht: first. p~ge pf this letter. . . . . ·. . .. . . . . . ·. ,%"#:"t·'.''"''"",,:,,,,~< .. . . Date .. De~~loplll~nt Servic~i-Pir~tot : .. ·. I. 1· CJ/(7/D$ Attachment (1): March 4, 2005, Letter with Attachment to Michael Romano on the reverse side cc: Gregg Zimmerman, P/B/PW Administrator Kayren.Kittrick,·DevelbprQent Services.Engineering.Supervisor Juliana•F~ies, Engineer))evelopment Seryices . : .. NickAfiali, 1)a11sportation flapni11g &, ;frograrriming Supervisor Bob :Mahn, Tran5.p9rt~~i~~;Pl,initing: &' Prqgraiii'min.g ,; . . · · .. ~eith:Woolley, ;i"rarisporta,tjoiiPlanriing & •Pr9gram.ming . < .File: . .. . .. . , . ·. . .. . . . . ·· . . . . . H:ITRANS\PLNG\RLM\REVIEWSUOOS. Jericho Pbt Letter ofUodcrstanding (4/19).doe September 13, 2004 .hiat: Jericho, Jericho Ave NE, ""; rPP-04-031· · . Public W orlcs: Surplus of City- Owned Property, 901 ·. Harrington Ave NE J .J Renton City Council Minutes Page304 I Hearing Examiner recommended approval, with conditions, of the Jericho Pre. liminary Pl.at; 35 single. -family lots on 5.31 acres located at 335 Jericho Ave. NE (PP-04-031). Council concur. · . · Planntng!Building/Public Works D~partment recommended approval to declare surplus City-owned property located at 901 Harrington Ave. NE (old Fire Station #12), and to set compensation for the property at $475,000. Refer to C?mmunity Services Committee. Police: Jail Administration· Interlocal Agreement, Various . Cities Police Department recommended approval of an interlocal agreement for jail admin}stration with various cities to establish the purpose, membership, and governance of oversight groups to administer the jail contracts with Yakima Lease: Lane Hangar Condominium Owners ""-. Association Addendum #2, Airport, LAG-99-003 Airport: Ace Aviation .-. , Operating Permit & · Agreement ;Transportation: J-405 Congestion ReHef & Transit ·Projects Memo of . . Understanding, WSDOT · CAG: 03-034, Water System .PlanUpdate, RW Beck , :CAG: 03-115, East Kennydale San,itary Sewer hifilI & Water Main Replacement Phase II, Robison Construction Added CORRESPONDENCE and King County. Renton's expenditure in 2004 is $4,393. Refer to Public Safety Committee. Transportation Systems Division recommended approval of Addendum #2 to LAG-99-003, Airport lease with uµie Hangar Condominium Owners Association, for a rent increase from $12,682.82 to $13,597 annually. Council concur. Transportation Systems Division recommended approval of an operating permit ·.. and agreement with Ace Aviation, Inc .. for an aircraft maintenance facility at the Airport. Additionally, approval was so~ght for the Airport sublease agreement between Bosair;'LLC arid Ace Aviation, Inc. Refer to Transportation (Aviation) Committee. . . Transportation Systems Division reconunended·approval of a memorandum of . understanding establishing a cooper.:1tiV.e relationship with Washington State. · Department of Transportation for the I-405 congestion relief and transit · · .· projects. Refer to Transportation (Aviation) Committee. · Utility."Systems· Division recommended•approval of Addendum #2 to CAG-03- 034, contract with R.W, Beck, Inc. to complete the update of the Water System . Plan in. the amounf~f $65,448; and approvaJ to transfer $46,000 from the Reservoir Re-Coat projyet budget to the. Water System Plan Update project bm:lget; Refer to Utilities Committee. -·· Utility Systems Division submitted CAG-Ol-115, East Kennydale Sanitary .. Sewer !nfiH and Water .Main ReplaceIIlt!nt Phase II; and requested approval of · the project, authorization for final pay estimate in the amount of$7 ,881.46, · commencement of 60-day lien period, and release of retainage bond in the :· amount of $65,528.19 to Robison Construction, Inc., contractor, if all required releases are obtained. Council conc!Jf . . MOVED BY PERSSON, SECONDED BY CORMAN, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. At the request of Councilman Corman, correspondence was read from Douglas : R. Head, Edward Jones, 4250 NE 4th St., Suite B, Renton, 98059, in which he Citizen Comment: Head -One-.. references an article in the Renton Reporter regarding Renton's street system. "Way Streets He indicated that the outdated and confusing street system needs updating. MOVED BY CORMAN, SECONDED BY BRIERE, COUNCIL REFER THE TOPIC OF ONE-WAY STREETS TO 'FHE TRANSPORTATION COMMITTEE. CARRIED. , .~· 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 15th day of July, 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: qi,n¥ ~ SUBSCRIBED AND SWORN to before me this 1§Ji day of ~ , 2004. Application, Petition or Case No.: ~~ otaryPublicfin_ andfor the State of Washington · Residing at Jl.fA\.,.LEY\., , therein. Jericho Preliminary Plat LUA 04-031, PP, ECF The Decision or Recommendation contains a complete list of the Parties of Record. 1:mARING EXAMINER'S REPORT l . ... . -. . .... ·' Minutes APPLICANT: OWNERS: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Terry Defoor GWC, Inc 24633 NE 133rd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy., Ste. 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N 26th Street Renton, WA 98056 GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 9803 I File No:: LUA 04-031, PP, ECF 355 Jericho Ave NE July 15, 2004 Approval for a 35-Iot subdivision of five parcels, a 5.31-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 June 15, 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 Tlte following minutes are a summary of the June 22, 2004 hearing. The legal record is recorded on VHS. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 . Page 2 • f The continued hearing re-opened on Tuesday, June 22, 2004, at approximately 9:20 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. 7: Revised Preliminary Plat Plan Exhibit No. 8: Revised Preliminary Drainage and Road Plan Exhibit No. 9: Revised Staff Report 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 subject site is located at 355 Jericho A.venue NE. The applicant is requesting approval for a 35-lot subdivision of a fiv.e parcel, 5.31-acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential 8 (R-'8) zoning designation. The 1.09-acre parcel is to be subdivided into 9 lots and is within the Residential IO (R-10) zone. Access is proposed via Jericho A venue NE, a new public road and private streets and easements within the plat. Trac.t A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract B was designated as a private street, however, this is to become an easement. Looking at the Revised Plat and the new location of NE 3rc1 Street, located 167 feet from the curb line of NE 4th Street, that will provide adequate queuing distance required for these intersections; There is approximately 36,590 square feet of public road to be deducted from the R-8 portion, leaving a net density of 7.69 dwelling units per acre. There are no changes in the R-10 zoning portion of the tract. All units will remain as detached single-family residences. In the revised Plat Plan, in the R-8 zone, Lots 1-26 meet or exceed the requirement for lot dimension. In the R- IO zone, Lots 27-35 meet or exceed the requirements for lot dimension. The applicant is proposing a 15-foot setback along NE 4th Street to provide additional yard and building setback from the NE 4111 Street frontage. The proposed subdivision would create Lots 1, 10, 20, 21, and 26 to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. Tract B is to be converted into a private access easement with the land area divided among the adjoining lots. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. Tract A shotild be fenced, landscaped and irrigated. The north and west property lines of Tract A fronting NE 3rd will include plant materials which would provide a year-round dense screen within three years from the time of planting. The east property line is to be fenced with a minimum width of five feet of landscaping and the south property line is to be fenced. The fence should be of a quality material, not a chain link. Staff recommends approval of the Jericho Preliminary Plat subject to conditions. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 3 James Jaeger, Jaeger Engineering, 9419 South 204th Place, Kent, WA 98031 stated that he represents the applicant and that they have been working with the City to revise the Preliminary Plat Plan. He had some concerns over some of the conditions, in particular: #7. The left turn lane is on Hoquiam and turns on to 4th Avenue . . # I 0. The detention pond is basically the same as when it was located on 41\ now it has been moved to 3rd and he wondered why the additional screening and landscaping requirements. In the construction of the pond, there will be an eight foot rockery installed as well, the fence is appropriate, a chain link might be a little more protective and last longer. A solid wood fence would tend to obscure visibility for traffic in the. area. It was questioned why standard requirements for drainage ponds were not being used on this parcel. The Examiner stated that they would have the same problem along Hoquiam and Jericho with the height limit issue. Ms. Fiala stated that on comers the height limit was 42 inches and 20 feet from the property line. The fence would have to be stepped down in that area to allow for the limits. Mr. Jaeger stated that a step-down fence or a lower fence would be workable on those particular lots. Staff indicated that they would be willing to work with the applicant to come to some agreement. The solid wood, modulated landscaping will eventually be turned over to the City, the City would have to maintain that. The Examiner stated that he believed at this point the City was not taking over maintenance and care of drainage facilities. Mike Romano, Centurion Development Services, 22617 gth Drive SE, Bothell, WA stated that he was here on behalf of the buyer and not the applicant. He has not been involved in the discussions. In Track A, he feltthat "no chain link" fences should be struck from the wording. There are some very high quality, vinyl coated chain link fences that provide good visibility in the pond which is required for safety reasons. It should be a six-foot high fence, so people do not climb over it. There is no problem with the landscaping, but it does not seem feasible to have landscaping inside the pond area. The cut slopes for the pond will begin about five feet in from the property line. The fence should be about a foot from the line and landscaping should be between the fence and the sidewalk. Along the east line of Tract A, that is private property and to have a landscaped section and then a fence does not make sense. There probably will be a wood fence along that property line, his recommendation would be fencing along the east property line and then a six foot, high quality fence along the north and west property line of Track A. He would like to negotiate with staff as to what type of materials could be used for that fencing . . In condition #9, staff has written that th'e fence on NE 4th must be five feet from the north property line. Lots 21, 22, 23, and 24 have only about four and a half feet from the property line. There is a three-foot jog so he would like to see ·the fence placed on the property line. · · Lastly the buyer has an issue with the 15-foot setback along NE 4111• The development standards ca11 for a 10- foot landscaped setback from the street or a 20-foot landscaped setback from the back of the sidewalk, whichever is less. If you take a 15-foot side yard setback and then you have a five-foot side yard setback, using Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 1 5, 2004 Page 4 Lot 25, what you end up with is a 20-foot deduction from that lot. What they would like to do is stick with the code and have a 10-foot side yard setback. Examiner asked what was the correct amount of setback required by code. It was determined that Mr. Romano was using a Code book from 1999, and the staff was using the newest version dated 2002. The 15-foot setback is what is required today. Mr. Jaeger stated that regarding the three-foot jog they have planned for a 15-foot setback along the entire north property line. The applicant wanted to come to this hearing so that it would be approved. Perhaps the setback could be reduced to 12 feet, so that where the property line does jog, the fence will be consistent the entire length. Mr. Romano agreed to the 12-foot setback to be consistent with the jog. Kayren Kittrick, Development Services Division stated that King County Surface Water Design Manual requires a chain link fence, the City of Renton requires a solid fence. It is a private drainage pond and will be maintained by the homeowner's association. An access easement is required to get into the pond to check in case of emergency or complaint. Hoqtiiam is wide enough for a left turn lane. A three-lane section coming from the south to the north hitting NE 4'\ The left turn lane will be on Hoquiam .. Hoquiam is on the plans to be opened and go through, there will be signage to that effect placed on Hoquiam. The landscaping around 4th and Track A, legislation is currently being revamped and wi II become stricter. Fences will be required as a safety measure rather than landscaping for esthetics .. Obviously when you are talking about 8-foot retaining walls and very steep slopes, this would not be open to recreation. 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 approximately 10: 13 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having rev.iewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Terry Defoor, GWC, Inc., filed a request for approval of a 35 lot Preliminary Plat. 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 Determination 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 at 355 Jericho Avenue NE. The subject site is located along the south side of NE 4th Street and is generally located between Jericho A venue on the east and Hoquiam A venue on the west, although the parcel extends a bit west of Hoquiam. Jericho Preliminary Plat (cont.) File No:: LUA-04-031, PP, ECF July 15, 2004 Page 5 6. The subject site is located in two zoning districts. The portion of the subject site west of Hoquiam is zoned R-10 (Residential -Multiple Options; IO dwelling units per acre) while the portion east of Hoquiam is zoned R-8 (Single Family; 8 dwelling units per acre). 7. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of both single family detached and multiple options or potentially low density multiple family uses, but does not mandate such development without consideration of other policies of the Plan. 8. The subject site was annexed to the City with the adoption of Ordinance 4 760 enacted in February 1998. 9. The subject site is approximately 5.31 acres. It consists of five underlying parcels. Existing structures are proposed to be removed if the plat is approved. The property is approximately 800 feet long (east to west) by approximately 286 feet deep. The north property line contains an approximately 3-footjog. I 0. The subject site has approximately 800 feet of frontage along NE 4th Street, but because of the heavy arterial flows on that roadway, staff determined that there will be no direct access to NE 4th from individual lots. 11. The applicant proposes developing all detached single-family homes on the site, including that portion of the site that would allow multiple family housing. The applicant will create 26 lots on the R-8 portion of the site and 9 lots on the R-10 portion. 12. The original plat was designed with roadways that did not meet code. The matter was sent back to staff and the applicant to create a design that met, at least, the minimal legal requirements. 13. The 26 lots in the R-8 zone will be arranged north and south of a new east-west road (NE 3rd Street). There will be one tier of lots south of the road. 14. The second tier of lots will be double-stacked and will lie between the new roadway and NE 4th Street. The proposed lots located abutting NE 4th Street will be oriented in an east-west fashion but will gain access via easement driveways to the south as access to NE 4th Street has been foreclosed. These lots will be sandwiched in between NE 4th and a row of lots south of them. Their sideyards will abut the rear yards of the lots to the south. 15. Code Section 4-2-11 O(A) requires a minimum sideyard along a street to be 15 feet and the homes located along NE 4th will have to observe this setback as a minimum. 16. The nine R-10 lots will be three Jots deep west of Hoquiam and they will be in three tiers. Access to the interior Jots will be via private roadways. The applicant had proposed one of those access roads be a separate legal tract but staff noted that private roads are created by easement with joint ownership. 17. The plat will have its access off of NE 4th via Hoquiam on the west and Jericho on the east. These two streets will run north-south from NE 4th and provide access to the new east-west street that links them to each other. Hoquiam will be a 55-foot wide right-of-way while the new east-west street will be 42 feet. . 18. A drainage tract, Tract A, will be created at the southwest corner of the R-8 parcels. It will be contained in a parcel approximately 150 feet Jong ( east to west) by 92 feet wide. The tract will have to be fenced. Jericho Preliminary Plat (cont.) File No.: LUA-04-03 I, PP, ECF July 15, 2004 Page 6 according to standards used by the City. It will contain a deep pond and passersby will have to be protected. The fence will have to accommodate sight lines accommodating the street intersections. 19. Staff recommended that the frontage along NE 4th be fenced to protect the privacy of the homes along that street as well as to provide a uniform appearance. Any fence will have to accommodate the jog in the property I ine. 20. Staff recommended that Proposed Lots 1, IO and 20 be oriented so that their respective front yards face the new interior east-west street (NE 3rd) and that they meet the requirements for corner lots for street side setbacks. 21. Staff also recommended that Proposed Lots 21 to 26 be oriented so that their respective front yards face their respective access easements. As noted above, they all have a north side yard along NE 4th Street and appropriate setbacks are required. 22. Staff recommended a covenant to assure that the R-10 lots remain detached single family as designated in the proposed plat. 23. In order to protect turning movements at Hoquiam and Jericho where they intersect NE 4th Street, staff recommended that no lot be permitted direct access to those side streets within I 60foet of NE 4th Street. CONCLUSIONS: 1. 2. 3. 4. ~- The proposed plat, subject to the conditions noted below, appears to serve the public use and interest. It provides additional housing opportunities and additional choices in larger and smaller single family detached housing. The plat, frankly, is a compromise. The traffic and noise along NE 4th Street will not provide a quiet single-family experience, particularly to those homes located with sideyards facing that street. The fence proposed by staff should help ameliorate the situation. The larger sideyard of 15 feet is the minimum to help create a reasonable buffer between the traffic and the homes. Clearly, the density demands of the R-8 zoning appear to mandate the number of lots and therefore, the layout of lots lying "sideways" to neighboring lots and abutting NE 4th Street. More flexibility in density would certainly provide more ability to design plats with more aesthetic characteristics. A tradeoff that would have permitted larger lots and lower density would have allowed larger lots along NE 4th and that could have provided greater separation of the homes from the traffic. · The plat's road system now meets code requirements for the distance between road intersections and appears to provide reasonable access given the dimensions of the property. Both public roads and the private easements will give access to the homes and allow emergency access. Staff's recommendation to convert a tract that was proposed for access to an easement seems appropriate. The easement is needed for access to what will be private lots while the tract, at least, normally is owned in common by the entire plat ownership. Maintenance belongs with the specific homeowners and an easement would be a better arrangement to reflect that. The applicant will have to comply with code requirements for the fencing and other design features of the detention pond. Landscaping and fence setbacks, where possible, should be used to soften the visual hard edge that fencing might create. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 7 6. Staffs recommendations on front yard location or building orientation appears reasonable. TI1eir proposal will create a more consistent streetscape and uniform building setback line along the new east- west street. Similarly, the homes along NE 4th that take access from the easements should face each other for a more neighborly outcome. 7. In conclusion, the Proposed Plat now appears to satisfy code requirements for its street system and while its lot arrangement is a compromise, it appears to be the best alternative given the density requirements of code. RECOMMENDATION: The City Council should approve the proposed plat subject to the following conditions: I. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13 .00 du/ac. Any change to the unit mix shall r~quire the density and unit mix requirements of the R-10 zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 3. The applicant shall place a note on the face of the final plat indicating the following yard orientations for these lots: » Lot I: Front-NE 3rd St/North Prop. Line; Rear -South Prop. Line 15 ft.; Side Yard Along St. -Jericho Ave. NE > Lot I 0: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Hoquiam Ave. NE · · · » Lot 20: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Jericho Ave. NE » Lot 21: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th St. > Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. » . Lot 23: Front--West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. > Lot 24: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. » Lot 25: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 8 >-Lot 26: East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. 4. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 5. No direct access from any lot within the first 160 feet from the south curb line ofNE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. 6. 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. 7. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining Jots prior to recording of the final plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 8. The applicant shall provide a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal. The design shall accommodate one through lane in each direction and a left turn lane from the new internal street to NE 4th Street. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 9. 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. 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. 10. The applicant shall install a modulated, decorative fence with a minimum of five feet in width of irrigated landscaping along the entire north property line of the site fronting NE 4th Street. All fencing shall be located and designed to not interfere with sight distances required at the intersections of Hoquiam Ave. NE with NE 4th St. 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. 11. 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 A fronting NE 3rd St. and Hoquiam Ave. NE. The east property line shall be fenced with a five-foot width of irrigated landscaping. The south property line shall be fenced. All fencing shall be located and designed to not interfere with sight distances required at the intersections of Hoquiam Ave. NE with NE 3rd St. 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. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 9 ORDERED THIS 151h day ofJuly, 2004. FREDJ. KA HEARING E TRANSMITTED THIS 15th day of July, 2004 to the parties of record: Susan Fiala 1055 S Grady Way Renton, WA 98055 Kayren Kittrick I 055 S Grady Way .Renton, WA 98055 Howard & Patricia Banasky 1402 N 26111 Street Renton, WA 98056 James Jaeger 9419 S 2041h Place Kent, WA 98031 Mike Romano Centurion Development Services 22617 81h Drive SE Bothell, WA 98011 TRANSMITTED THIS 15th day of July, 2004 to the following: Mayor Kathy Kcolker-Whceler Stan Engler, Fire Terry Defoor GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partn 16400 Southcenter Pkwy, Ste. 308 Seattle, WA 98088 Jay Covington, Chief Administrative Officer Julia Medzegian, Council. Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division 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 lOOGofthe City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., July 29, 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.m., July 29, 2004. Jericho Preliminary Plat (cont.J File No.: LUA-04-031, PP, ECF July 15, 2004 Page 10 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. w l[) w <., z ,<( 0:: z I') (',I 0.. 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I PROPOSED GRADE 0 .Ct~T[Rl.!Nf J~OO PROFILE -EAST /WEST STREET !C'-lt: HORIZ.: t •••O' vtRT.: ·1•.4• a1ioo , .. oo 5•00 O'ISTll1G GRADE O j , PRO~S£0 C(NTtALIN[ .~ ... "' I ,,, ,,. .,, <JO ) :"''''\ .: • o.,· j cu·--~ \:\ i I i I/ ~r,;"".. I A :~ '\, .,. . ?;P CV~ ~£:;,~-:i '• ·~ . ' M .~ ,;,;,,;{,~, .. ~ ,·cr-,.,_.,"]·.l/J!f)!.J,,.:;., .. ,.%,e,~>,'f• t\"~t '\f~,., hi' \\\ t \ \ J" «w:Nr Ccwc .. rrr ~ . .,_, ,-•• '"'"'· """ ""' ~-'"""'' '""''~ -'. I ~ ,._ CC/Id, DClll'>iC'll'I.IS/"tOS',JllfJCIMJ ,O,,,COIJW6l ~ \ lf'l'rl('A~QJlfl l0 UIH.C()tllt,.Orl'rwC•vwDS1JllfACWCIA$lCOCJ1tSl ~\ 6+a1;~J •2e .,, '" 0+00 "90 2+00 r ; PROPO$(O CR,t,0( ~ "' c••w, IAU rc, .. s, 'I") 1,/U IC ll(OU,,,(0 ~ sort C'()',()lllCWJ_j ...i CEHh:R_t.1NE oJ ' 0+00 1+00 'l+.00 PROFILE -HOQUIAM AVE. NE SC.t.LC: HORIZ,! 1 "•40' V(Rl.: 1"• •• .,, ' TYP. INTERIOR PLAT ROAD :hOO .3+29.63 t<Orrosc.,.u ~ I :; ":_·-.. ? ~------··--· ·····7'fr4(1j' ·sfreor-··-----J,\_\l~_ ""'::'.,,.._.,~"'--=--=---=--:-----m:\::--. ==--~---,«:-----~-~~ = ---i--. --r=------~--- -m·---. -45 ~ . -r , l ,. , ·•~~-·-\ 71.'&\io.ai '-s ..... .,,,....---Ti,.•--"!'.~"'!' -1(1111"~1'tl{QM J I I 17· •• ,f I I !,J7:SOSI' I' a 1 29 : ~1 ('1'$1~ .Ol•Sf ~1a°Jte•S.' ~~ ii ~~jc:;~'1,1·.111') UI •" I !~ 1(, 407,) t2'J} I •UO' ~It ·· .,,......... tt.,o~t'-:·-~·-i:::j:~:::·: 1 . n' 1•, 11.ll~tS, I .l2 ·••• · -,, • , · 1 1 • '\' ,,,.\",,, .. i''""•,1~~ "~ I l'D' ,I\"'-L7w I nj 1 .... -I uw j ~~·1~1;,j' I ,•w ,'~ ,1., ~ DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2:1 SIDE SLOPE:. · ELEVATIONS: TOP: 421.0 50 YEAR WATER LEVEL: 420.0, AREA=10J17 ·SF BOTTOM: 412.0 AREA= 4691 SF VOLUME PROVIDED: 60032 CF VOLUME REQUIED: 4 7840 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV: 412.0. AREAa 4691 SF BOTTOM WETPOND ELEV: 406.0, AREA= 1 B 15 SF ·VOLUME PROVIDED:· 1 9518 CF VOLUME REOUIREO: 1 7160 CF e!· ··:."-.-~ l"rl" r-I '" ,.~ n:: I.;;, 'f , ... w ,\\."'" ,!I I I I• 1.1 '1· . '""~'.."~ : ' ' ·-.:·~ -l--·, '1 I. J!, \I H -l3 ., ; ~•H s, ii Jl60 :sr ll )HO V l L-±_.t* i:~~~1 SH~IU,11' '1.0Wll:[SMIC?OII T'l'P( CUetllA.SIN . - . . --:--i-,--1,-. I I I I \ I . ,, , 1, a 1 18 3 ' r • 1:i: n•• sr ,, 'I :Ii ' ·~ .,:,., :a .• ~ .. r~ ,,'..,,, 1'' """·1 '"':" 1 lj ' I ' "°'"i l J' ~ Zllil """ .. "'"' . . . -- -~ - -I .,, I+-~ .. _l.~l~. ~-._ -~,, .. ~~~.;. ~ , .... .. l . .!"l......u-i lif,~,r i ••• : i~= . •• • .. LJ...J' ,. I "5ilsi-f Ill ,m l 1""dl••• I\, " z ii'. wt: ~~ w£8 • 9 Zi;~h 6~.~~ 2 S!t'-..., w ~1 ii a:::~:..: i; w;;, t" " w <. "") ·~ l:; • Cl .._q, .... >-~I; ~ ~ ~ ~ ~ii I ""I.;!;: ~~ i v ~a I i ~ t :~ I'-' ~ ,c-.1: 1·.10· Of""' •~_llL_ ~ ~ !!.!...--·-- H1r..l__ a _1 __ _; . -.·. . ,, . ;.,~ . .• •• CITY,OF BENTON:'. · · -. HEARING EXAMINER. ···PUBLIC•·ijEARlr~iG; >JLne 22 2004'., ,.:: ... 7 <. ',"' ·-~·. ·,.i. • .t. ,;:. ; .. · ~::AGENDA;: .. COMMENCING AT::·.9:00.AM,. •, ".·.?·" . . ... _ • COUNCIL eHAMBERS-··n"HCFLOOR ·:,RENTON~CiTY HA(L., . . . . . . . . ' . . . . . . . . ... ,.. . ... . ,_._. .. . . ' ... i'. -. ;,~ ' ' . 1~ -.. , . -; ? ~. j •• ... j, ' - . The _application(s) (i~ted ar;. ili_prdei.o(~pplicatibn 6umper;only -~nd not n~cess~r'ily,th~_otderiin_.wliich-.they will be- hear:d. Items will be ca/1.ed for h~~ririg.at tile pisq'reti9n of tll~ tiearing E;xafniner;; ·· · · · · · >. : • • '• s' > ><:• •' •, ,...-,. • • ' 0 •• ••• • H --~-" C ,"~, •; • • S, _,.:;'._ • PROJECT NAME: Jericho Preliminary Plat . PROJECT NUMBER: LUA-04-031,-ECF, PP PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 35-lot subdivision of a five parcel, 5.31 acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 35 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 6,556 square feet. Three single- family residences and all outbuildings are propsed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. HEX Agenda 6-22-04.doc PUBLIC HEARING City of Renton Department of Planning I Building I Public Works REVISED -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: 0 June 22, 2004 Jericho Preliminary Plat Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Terry DeFoor GWC, Inc. 24633 NE 133'd St. Duvall, WA 98019 James Jaeger, Jaeger Engineering, 9419 S. 2041h PL Kent, WA 98031 LUA-04-031, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 35 lot subdivision of a five parcel, 5.31 acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 35 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 6,556 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the lat. 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) 51 N&Le. FM'l'I IL'/ fl.ESLP. 3 Ul.41) 6 7 City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT RE\t, __ u -Preliminary Report to the Hearing Examiner LUA-04-031, ECF; PP PUBLIC HEARING DATE: JUNE 22, 2004 Page 2 of 12 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: Neighborhood Detail Map (dated 03/05/2004) Exhibit 3: . Preliminary Plat Plan (dated 05/20/2004) Exhibit 4: Grading and Tree Plan (dated 03/05/2004) Exhibit 5: Zoning Map: Sheet F6 East (dated 12/04/2003) Exhibit 6: Revised Preliminary Plat Plan (dated June 14, 2004) Exhibit 7: Revised Preliminary Drainage and Road Plan (dated June 14, 2004) C. GENERAL INFORMATION: 1. 2. 3. 4. Owners of Record: Zoning Designation: Comprehensive Plan Land Use Designations: Existing Site Use: Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Residential - 8 (R-8) and Residential -10 (R-10) Dwelling Units per Acre Residential Single Family (RSF) and Residential Options (RO) Single Family Residential and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 and R-10 zoning East: Single family residential; CC zoning South: Single family residential; King County zoning and R-8 West: Single family residential; R-10 zoning Hoquiam and Jericho Avenues NE 5.31 acres (231,304 square feet -gross area) Area Comments Existing Building Area: 3 homes and outbuildings N/A All structures to be removed/demolished New Building Area: Total Building Area: NIA D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Land Use File No. hexrpt_ Jericho _revised.doc ,-c" N/A N/A N/A Ordinance No. 4760 4776· 4776 N/A N/A Date 02/14/1998 04/21/1999 04/21/1999 City of Renton PIBJPW Department JERICHO PRELIMINARY PLAT RE\1o-_J -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: JUNE 22, 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 4-2-11 O: 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 12 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 ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 5.31 -acre, five parcel site into 35 lots and two tracts. The lots are intended for the eventual development of detached single family residences. The site currently · contains three single family residences and outbuildings proposed to be removed/demolished. Four parcels are within the R-8 zoning designation and the remaining parcel is zoned R-10. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract Bis designated as a private street; however, this is to be an easement. The applicant submitted several studies including: a geotechnical report, a wetland reconnaissance, a traffic impact analysis and a preliminary storm drainage report. hexrpt_Jericho _revised .doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 RE\/, __ J-Preliminary Report to the Hearing Examiner . LUA-04-031, ECF, PP Page 4 of 12 Site preparation for development of the plat would include the removal of vegetation and trees for roadways, utilities and building pads. Several established fir trees fronting NE 4th St. are proposed to remain. Access to the site would be provided via NE 4th Street to Jericho or H,oquiam Avenues NE and one new internal road ( NE 3rd St.). The internal road would be constructed at a reduced right-of- way width of 42 feet with 32 feet of pavement. All lots would gain access directly to the public roads via private access easements, private streets or individual driveways. Street improvements including curb, gutter, sidewalk, lighting and ROW dedication are required and would be provided. The site has two separate zoning designations. The portion of the plat, Lots 1 through 26 and Tract A, located between Jericho and Hoquiam Ave. NE is zoned Residential - 8 (R-8) dweiling units per acre. The R-8 zone allows residential densities that range from a minimum of 5.0 du/ac to a maximum of 8.0 du/ac. The proposed plat would arrive at a net density of 7.69 du/ac after the deduction of public roadways from the gross acreage of the R-8 portion. The Residential -10 (R-10) portion, Lots 27 through 35 and Tract B, is west of Hoquiam Ave. NE. The R-10 zone allows a density range of 7.0 to 10.0 du/ac for attached and semi-attached dwellings with a bonus up to 13.0 du/ac provided all detached dwellings would be developed. Nine lots are proposed within the R-10 at a density of 10.11 du/ac. The Comprehensive Plan designates the site as Residential Single Family and Residential Options. The Environmental Review Committee placed five mitigation measures on the project including those addressing erosion and mitigation fees. The plat is divided into three areas. Lots 1 through 9 and Tract A are arranged in a linear fashion to the south of NE 3rd St. Lots 10 through 26 are to the north of NE 3rd St. and are arranged with . . front yards facing NE 3rd St. and the second tier of lots would be parallel to the north property line· (15 ft. side yards along NE 4th Street). · The proposed lots would range from 3,750 square feet to 6,556 square feet in size and generally be rectangular in shape (lot lines at right angles). Site preparation for development of the plat would include the removal of vegetation and trees for · roadways, utilities and building pads. The project would also include the installation of utilities and the dedication of public rights-of-way. Approximately one acre of the site area is identified as street right-of-way dedication for Jericho and Hoquiam Avenues NE and NE 3rd St. to the City of Renton. Tract A covers 13,666 square feet and the private street is 2,605 sq. ft. in area. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on April 13, 2004, the Environmel"!tal Review Committee issued a Determination of Non-Significance -Mitigi3ted (DNS-M) for the Stonehaven Preliminary Plat. The DNS-M included five (5) mitigation measures. A 14-day appeal period commenced on April 19, 2004 and ended on . May 3, 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 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. 2. The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality. hexrpt_ Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REV,~-u -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 5of 12 3. 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. 4. 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. 5. 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. 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 Fa111ily (RSF) and Residential Options (RO) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to prot~ct and enhance single family neighborhoods. Residential Options designation is to create new, lower-density neighborhoods in a traditional development style while at the same time support infill development. The proposal is consistent with both the RSF and RO designations 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 and Residential Options policies: Land Use Element Residential Single Family (R-8 portion) Policy LU-34. Net developmentdensities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The R-8 portion of the plat, Lots 1 through 26, has a net density of 7.69 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 26 lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,520 square feet and the largest lot is 6,556 square feet. 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- 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 Hoquiam and Jericho 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. hexrpt_ Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT · PUBLIC HEARING DA TE: JUNE 22, 2004 ·Residential Options (R-10 portion) REV,~~O -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 6of 12 · Policy LU-48. Buildings should front the street rather than be · organized around interior courtyards or parking areas. The nine lots, Lots 27 through 35, within the R-10 portion would have the front yard facing either a private access easement or a private street. 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. The proposed density for nine lots for detached single family homes on the R-10 parcel would be 10 .11 du/ac. · Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of 35 new single family homes to an underutilized property would increase the City's housing supply, thereby furthering· an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would be addressed by this project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The applicant submitted a Wetland Reconnaissance Letter and graphic prepared by Habitat Technologies, dated February 6, 2004. The submittal indicated that no wetlands were found on the subject site. The two areas within a small ponded depression located in the southwest corner of the site were found not to have hydric soils. Therefore, no further mitigation was recommended as no wetlands are present. (b) Compliance with the Underlying Zoning Designation. The 5.31 -acre site (gross area) consists · of five parcels. The four parcels to the east of Hoquiam Ave. NE are designated Residential - 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The 1.09 acre parcel to the west of Hoquiam Ave. NE is designated Residential -10 Dwelling Units per Acre (R- 10). The proposed development allows for the future construction of up to 35 dwelling units along with associated plat improvements. Density..:.; R-8: 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 {du/ac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots are deducted from the gross acreage of the site. After the deduction of 36,590 square feet from the 183,823 gross square foot parcel (183,823 gross square feet -36,590 square feet total deducted area = 147,233 net square feet I 3.38 net acres), the proposal would arrive at a net density of 7.69 dwelling units per acre (26 units I 3.38 acres= 7.69 du/ac). · R-10: The allowed density range in the R-10 zone is a minimum of 7.0 to a maximum of 10.0 dwelling units per acre (du/ac). The maximum permitted density may be increased to 13.0 du/ac provided all detached single family structures are proposed. After the deduction of 8,712 sq. ft. from the 47,480 gross sq. ft. parcel (47,480 sq. ft. -8,712 sq. ft. = 38,768 net sq. ft./0.89 net acres), the proposal would arrive at a net density of 10.11 dwelling units per acre (9 units/ 0.89 acres= 10.11 du/ac). The applicant is proposing to construct nine detached single family residences on the nine lots. The bonus .density allows for the increase above the maximum of 10 du/ac to 13 du/ac for this portion of the plat. To ensure that the plat the bonus density for detached units is complied with, staff recommends as a condition of approval that a restrictive covenant be placed on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the density and. unit mix requirements of the R-10 zone to be complied with and reviewed by the City of Renton." · hexrpt_ Jericho _revised.doc City of.Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DATE: JUNE 22, 2004 REIi,~ _J -Preliminary Report to the Hearing Examiner LUA~04-031, ECF, PP Page 7of 12 The proposed plat complies with density and unit mix requirements for both the R-8 and R-10 zoning designations. Dwelling Unit Mix -When proposing full subdivisions, the R-10 zone requires the provision of a minimum of 50% to a maximum of 100% of detached or semi-attached dwelling units. However, as previously stated, the applicant is proposing 100% detached single-family units. Lot Dimensions -The revised plat plan (Exhibit 6) was analyzed to determine compliance with the R-8 and R-10 development standards. R-8: The R-8 zone applies to Lots 1 through 26. The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed generally range from 50 to 68 feet and lot depths are proposed from 89 to 111 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,520 square feet and the largest would be 6,556 square feet. R-10: The R-10 zone applies to Lots 27 through 35. Density requirements take precedence over the minimum lot size standards. For detached dwelling units the minimum lot size is 3,000 sq. ft. per unit. The minimum lot width is 30 ft. for interior lots and 40 ft. for corner lots and 55 ft. for the minimum lot depth. All lots are proposed to have a lot width of 45 ft. and depths ranging from 86 to 101 ft. Lot sizes would be greater than the minimum of 3,000 square feet; the smallest lot would be 3,750 square feet and the largest would be 4,426 square feet. As noted in the section on Access, the lots within the R-10 portion would increase as the lots must incorporate a portion of the private streeUaccess easement. All lots comply with the lot dimension requirements. The plat would create 35 lots and two tracts with the following sizes as shown on Exhibit 6: Lot Area (square feet) Proposed Access Zoning 1 5,386 NE 3ra St. R-8 2 4,600 NE 3ra St. R-8 3 4,600 NE 3ra St. R-8 4 4,600 NE 3ra St. R-8 5 4,600 NE 3ro St. R-8 6 4,600 NE 3ru St. R-8 7 4,600 NE 3ra St. R-8 8 4,600 NE 3'0 St. R-8 9 4,600 NE 3ro St. R-8 10 5,236 NE 3'0 St. R-8 11 4,520 NE 3ra St. R-8 12 5,307 NE 3ra St. R-8 13 4,575 NE 3ru St. R-8 14 4,575 NE 3ra St. R-8 15 4,575 NE 3ra St. R-8 16 5,575 NE 3ra St. R-8 17 4,725 NE 3ro St. R-8 18 4,725 .NE 3ru St. R-8 19 6,008 NE 3ra St. R-8 20 6,156 NE 3ro St. R-8 21 5,146 20 ft. easement R-8 22 5,974 20 ft. easement R-8 23 5,800 20 ft. easement R-8 24 6,090 20 ft. easement R-8 25 6,003 20 ft. easement R-8 26 6,556 20 ft. easement R-8 27 3,750 20 ft. easement R-10 hexrpt_Jericho_revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 Lot Area (square feet) 28 3,884 29 4,334 30 4,215 31 3,884 32 3,884 33 3,960 34 3,960 35 4,426 Tract A 13,666 Tract B 2,605 Setbacks- RE'v,~_.J-Preliminary Report to theHearing Examiner. LUA-04-031, ECF, PP Page Bot 12 Proposed Access Zoning 20 ft. easement R-10 20 ft. easement R-10 Private Street R-10 Private Street R-10 Private Street R-10 Private Street R-10 Private Street R-10 Private Street R-10 N/A R-8 N/A R-10 R-8: 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 road would be newly constructed. The setbacks have been shown on the plat. The applicant is proposing a 15 foot setback along NE 4th Street to provide additional yard and building setback from the NE 4th St. frontage. The designation of yards is recommended as a condition of approval and such designation as listed in the following table shall be noted on the face of the final plat: Lot Front Yard Rear Yard 15 ft. Side Yard Along Street 1 NE 3ra St./North South Prop. Line Jericho Ave. NE Prop. Line 10 NE 3m St./South North Prop. Line Hoquiam Ave. NE Prop. Line 20 NE 3ra St./South North Prop. Line Jericho Ave. NE Prop. Line 21 West Prop. Line East Prop. Line NE 4m St. facing 20 ft. abutting Jericho easement Ave: NE 22 East Prop. Line West Prop. Line NE 4m St. facing 20 ft. easement 23 West Prop. Line East Prop. Line NE 4m St. facing 20 ft. easement 24 East Prop. Line West Prop. Line NE 4m St. facing 20 ft. easement 25 West Prop. Line East Prop. Line NE 4m St. facing 20 ft. easement 26 · East Prop. Line West Prop. Line NE 4"' St. facing 20 ft. easement Staff also recornmends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. hexrpt_Jerictio_revised.doc City of Renton P/BIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REV, ... _,.) -Preliminary Report to the.Hearing Examiner LUA-04-031, ECF, PP Page 9of 12 R-1 O: The R-10 tone requires a front yard setback of 10 feet for the primary structure and 20 feet for the garage (on streets created after March 1, 1995), rear yard setbacks of 15 feet, interior side yard setbacks of 5 feet, and side yard along streets setbacks of 10 feet. The plat plan shows building envelopes meeting the required setbacks. As stated, staff recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. Building Standards -The R-8 and R-10 zones permit one residential structure per lot. The R-10 zone also allows attached and semi-attached buildings with one per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 and R-10 zones. 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. Several single family residences and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant 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. Building height in the R-8 and R-10 zones 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 R-10 zone restricts lot coverage for detached units to 70% and total impervious area is limited to 75%. 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 Jot lines are to be at right angles to street lines, and each Jot 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 street or shared driveway 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. Exhibit 6, Preliminary Plat Plan, was submitted for review of the lot orientation. The plat provides adequate queue distance on both Jericho and Hoquiam Avenues NE. A single tier of lots on the northern property line abutting NE 4th Street is included as part of the plat. To ensure adequate buffering from NE 4th St., the applicant would provide a 15 foot side yard setback along the north property lines of Lots 21 through 26, (see section on Setbacks for further information). 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 Jot corners at. intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lots 1, 10, 20, 21, 26 and 27 to be located at the intersection of public rights-C)f-way. The proposed radius for these lots would.meet code, all would have a radius of 25 feet. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via NE 4th Street to Jericho and Hoquiam Avenues NE, a new internal road (NE 3rd St.), a private street and private access hexrpt_ Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REV,~_J -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 10of 12 easements. Dedication of right-of-way for both Jericho and Hoquiam Avenues NE is required as well as street improvements . for all public roads including curb, gutter, sidewalk and street lighting. The applicant has indicated that the private street within the R-10 portion of the plat would be a tract, however, private streets are created via an easement of 26 feet in width. Staff recommends as a condition of approval that Tract B be converted into a private access easement with the land area divided among the adjoining lots. Exhibit 6 (dated June 10, 2004) was reviewed for access and lot layout. As proposed, NE 3rd Street would be located 167.5 feet from NE 4th Street at both Hoquiam and Jericho Avenues NE which is the adequate distance for safe turning movements and queuing. Additionally, the intersection is proposed to be signalized. Staff also recommends as a condition of approval that the applicant provides a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal and is to accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street (NE 3rd St.). To further ensure safe queuing distances and turning movements, staff also recommends that no direct access from any lot within the plat shall be allowed onto NE 4th Street. Also, no direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot is to be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. 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 can be described as generally level with the steepest slope of 9.0% near the center of the property. The soils are a silty, sandy, loam near the lower portions of the site (south and west portions). The higher areas of the property have a more sandy soil. There are 25 trees on-site of which 1 O would potentially remain. The trees include cedar, fir, · maple, poplar, cottonwood, locust and walnut. Within the R-10 portion of the site, along the NE 4th Street frontage a line of fir trees are proposed to remain. The remainder of the site would be cleared for the construction of homes, roads and storm detention as depicted on the tree inventory plan which also identifies the location of ali' trees and the clearing area. Relationship to Existing Uses: The subject site currently contains several existing single family residences proposed to be removed and/or demolished. Single family residential is located to the immediate west, east and south developed under both the City of Renton and King County. The proposed single family subdivision is compatible with these existing uses. Please see discussion · under Lots for yard orientation and the relc3tion to existing residential·development. The site fronts NE 41h Street designated as a major arterial. To ensure that the lots are adequately buffered from the street as well as reducing the barren appearance of solid fencing along the street frontage, staff recommends as a condition of approval that the applicant submit a landscape plan providing a minimum of five feet of landscaping and a fence design for review and approval. (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 condition that the applicant provide 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_ Jericho _revised.doc· Cityof Renton PIBIPW Department . JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVt._._,J -Preliminary Report to the Hearing Examiner . . . LUA-04-031, ECF, PP Page 11 of 12 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 sixteen (16) additional students (0.44 x 35 = 15.84). The schools would include: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage/Surface Water: The applicant has submitted a Preliminary Technical Information Report prepared by Jaeger Engineering, Inc. The existing site currently sheet flows across the property to the southwest corner. The runoff crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. The wetpond will also serve as a water quality enhancement facility. The ERG placed a mitigation measure on the project that the storm drainage system is designed to meet both detention {Level 2 flow control) and water quality per the 1998 King County Surface Water Drainage Manual. Staff recommends as a condition of approval that Tract A be fenced, landscaped and irrigated as outlined below. The north and west property lines of Tract A fronting NE 3rd St. are to include a landscaped visual barrier so as to not interfere with site distance triangles including plant materials which would provide a year-round dense screen within three (3) years from the time of planting. The east property line is to be fenced with a minimum width of five feet of landscaping and be irrigated. The south property line is to be fenced. The fence should be of a quality material,· not chain link, decorative and modulated, where feasible to reduce the impact of the drainage tract and the blank, continuous appearance of a fence. Water and Sanitary Sewer Utilities:· The proposed development is within the water service area of Water District 90 (WO 90). The applicant has submitted a Certificate of Water Availability. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A sewer main extension to connect to the existing sewer system is 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 (SOC) payable at the time the utility construction permit is issued. Also, these parcels are subject to the CENTEX Latecomer fee determined to be $72,977.96. H. RECOMMENDA T/ON: Staff recommends approval of the Jericho Preliminary Plat, Project File No. LUA-04-031, ECF, PP subject to the following conditions: 1. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed' within the R-1 O zoning designation of the plat with a permitted density up to 13.00 du/ac, Any change to the unit mix shall require the density and unit mix requirements of the R- 10 zon·e to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 2. The applicant shall place a note on the face of the final plat indicating the follow yard orientations for these lots: ~ Lot 1: Front-NE 3rd St./North Prop. Line; Rear -South Prop. Line 15 ft.; Side Yard Along St. - Jericho Ave. NE · ~ Lot 10: Front -NE 3rd St./South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. - Hoquiam Ave. NE . ~ Lot 20: Front -NE 3rd St./South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. - Jericho Ave. NE ~ Lot 21: Front -West Prop. line facing 20 tt: easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th St. hexrpt_ Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVk,~J-Preliminary Report to the Hearing.Examiner . LUA-04-031, ECF, PP Page 12of12 ).> Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. ).> Lot 23: Front --West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. ).> Lot 24: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. ).> Lot 25: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. ).> Lot 26: East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. - NE 4th St. 3. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 4. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. 5. 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. 6. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining lots prior to recording of the final plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 7. The applicant shall provide a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal. The design shall accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 8. 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. A draft of Jhe 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. 9. The applicant shall install a modulated, decorative fence with a minimum of five feet in width of irrigated landscaping along the entire north property line of the site fronting NE 4th Street. All fencing . shall be located and designed to not interfere with site distances required at the intersections of Hoquiam Ave. NE with NE 4th St. 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. 10. The applicant shall install a fence of a quality material (no chain-link), 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 A fronting NE 3rd St. and Hoquiam Ave. NE. The east property line is to be fenced with a five foot width of irrigated landscaping. The south property line shall be fenced. All fencing shall be located and designed to not interfere with site distances required at the intersections of Hoquiam Ave. NE with NE 3rd St. 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. · · EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature} date. hexrpt_ Jericho _revised.doc . . 2 $'. w Ii) w C> z <{ er: z t') N Q_ :i: V> i 0 I- I.{) z 0 t=:: 0 w V> ~ '-.,. w z Q) .c +' ...... 0 z 0 t=:: 0:: 0 Q_ <{ !;',;IQ--{}g/ (r,;z) "ON XO.J ~f6Q--{)g/ (r,;z) "ON •UOl/d lf"OS6 -VM 'IU•>f a::>D/d <!JJ,QC '1Jno5 61t6 DN1~33NIDN3 ~3D3'1tr : 10.J.N3¥ .. d't/W 1/'t/130 000Hti08HD/3N 3N ;J,\ V OHJ/c13!' ~ "JS 'lit 3N $101 Lf' 1 V7d OH:JlcJ3r --~ ~ JlUI 1---""''-+-"'"-=~-L-j . ,:.• ! ILQ -VI 1-----.,...------dl&sJ'"ff-~~--1:; ~ ~.., 3 2 Q) ~ :v " < ~o "' -.. 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SITE SERVICES SEWER: CITY or RENTON W._T(R: WAT(R OISTRlCT NO. 90 SCHOOL; RENTON SCHOOL DISTRICT flRE: CITY Of" RE:NTON TELEPHONE: OWEST ELEC'TR1CAL & GAS: PUGET SOUND ENERGY C,tSlE T.V.: COMCA:ST C>SLEVISION TRACTS: TRACT ol.: ORiJN,1,,,:i( • 13.l•O sr TRACT B: ?RIV.,.,lC RO.lD -2!1~3 SF SITE DATA AREA: 4.22 ACRES -R8 AREA: 1.09 ACRES -R10 AREA IN STREETS: 0.84 AC -RB AREA IN STREETS: 0.26 AC -R10 NET AREA: J.J8 ACRES -RB NET AREA: 0.83 ACRES -R10 PROPOSED NO. LOTS: 27 -R8 PROPOSED NO. LOTS: 9 -RI 0 ZONING: RB & R10 PROPOSED DENSITY: 7.99 UNITS/ACRE -RB PROPOSED DENSITY: I 0.84 UNITS/ ACRE -R 10 PROPOSEO USE: R-8 ZONE: SINGLE F"AMILY DETACHEO RESID. PROPOSED US(: R-10 ZONE: SINGLE rAMILY DETACHED RESID. ASSESSOR'S NOS. 152305-9033 \0.58 ACl) I 52305-904 7 1.63 AC 152305-9145 0.20 AC R-9 152305-9019 1.51 AC 152305-9045 (1.09 AC) R-10 'k; I ~ .. --,, II t t.{'.:r J} 11 """"' ~JJL .-·:·: .... 11\CINITY ~AP 11.1.S -.cJ ~ lt:I 1 g tr ., SITE ADDRESS: J55 JERICHO AVE. 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P.IIIC[Ll52J05tl-18 Tio[ W[Sl JO f((1 or THt f)Sf !JS rw or TH[ t«Jl'l'TH 1-W.1" or fHC N(JR'IH[ASTOUAl'lUIO,TH(~wtSTQVNl'T[IIOfTH[MOR?H(AST OIJAIIT[II or SCCl'ON I~, TOlllHSMP ?J NOIIT>1, IIAHC,l SU.ST, \IIIU,.•H(TT( M("10!.IN, IN >:'.ING COIJHT'r', ¥r"5HINOTON £WC["1 flol{ HOlffil JO F'[(T 11-![fl[OI' l lt~ !MflollH TOI( ll!()Hl Of' W>.Y ()r,OUTHU.ST 12.!THSllt[[!, o\l.SO UC[PI TH( sovr .. n F'f[l OF TH[ NOll'TH ., rttT Of S1'10 S\JOOMSIONCO~Y!:OTQKII-IOCOIJNT"r'FOf!lsO-'OPLlll~St'SIIYO((O ll[COAO[O UNOf;II ~COROING H\JNS[lt 582315'2. P.l,IIC(L ,~2Jos 90-7 MO!l'll-l l'.o\4.F or T><[ NOlflHtJ,ST OU.oA'l[lt or THE NOIITH'll'l'.ST OUNrl[lt ()I' TH[ /i()RTHU,$1 QU.\lll[R 0, S(C'!IOH 15, f~P U N(lltflol. "IHCC !!I 1'.A.ST, llll.LN,l[TI[ ,M£"1l!IN<. ~ KlnO COU!itl', W.l.!iflNOTON [lCtPf flit '1¢ST 271.:lf[[T NID THC CAST 1Uft[1' ri.t[.ll(Of .Ill() (1fC(PT POIWOH ~o TO l<INQ CQIJt,ITY FOR lto.<O 111' oa:o RCCOl!I)([) U"OVI l'l[C~Ol~CI lilJMBC~ ~17J!81, P.ll'!CCL !:lt\a5 g~19 ™E '111'(51717.:lf[ET Ofb![ N0"1'MKltlFOl'IM[HORIMEA!ITOIJNITf.JII or tt,[ N0RTM\/1[5l QIJAIU[R or M HO!mlOSI QIJ.I.Rf[R or S(CT~ 1:1. TOWNSHIP 2J lt<lf!1M, R.t.k<:( :I [AST. "'~[1l[ U(M)INI, IN 11:ING COONT"l'.WASl(INQTON .;..-::---- A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: Cl'fl' or RENTON WATER: WATER DISTRICT NO. 90 SCHOOL: R(NTON SCHOOL DISTRICT, flRE: CITY or RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COMCAST CABLE\IISION ffl.4.CTS: TRACT A: ORAINAGE -IJ566 Sf TRACT S: PRIVATE ROAD -2605 sr SITE DATA AREA: 4.22 ACRES -RB AREA: 1.09 ACRES -R10 AREA !N STREETS: 0.84 AC -R8 AR£A IN STREETS: 0.20 AC -R 10 N(T AREA, 3.38 ACRES -RS N(T AREA, 0.89 ACRES -R10 PROPOSED NO. lOTS, 26 -RB PROPOSED NO. LOrS, 9 -R10 ZONING: RB &: RIO PROPOSED 0£NSITY, 7.69 UNITS/ACRE -RS PROPOSED DENSITY, 10.11 UNITS/ACRE -RIO PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED R(SlD, PROPOSED USE: R-10 ZONE: SiNGLE FAMILY DETACHED RESID. ASSESSOR•s NOS. 152305-9033 !0.58 ACD 152305-9047 1.63 AC 152:505-9148 0.20 AC R-B 152305-9019 1.81 AC 152305-9045 (1.09 AC) R-10 SITE ADDRESS: .355 JERICHO AVE. NE t ' "°""' /...__; ~' .. '-"' " -"" H 1W h•H ...... u. VICINITY MAP N,r ~i~1)_~-~~r~:tsJ~r~~gr~~i f~iff:J!g ~~D --~E--itliSTREEr----·----c: ~~~'n1t NORTH 45 r(EI T~Of' ====...:::;;:z-~· ·~i= .. :...:::.~:---.. --:...r:== ------rofl Ro.flO ~P(l5lS 8Y -0[[0$ 'IECr.ROCD 87Dt:8D6!1l.81'0t2aot9'.170921108H. =------·--- PNICEL 15130:1 <JCM:I 1H[ [AST H.tLr or TM[ il(ltl!l'HU,5T ¢l/Nll[JI: 0, TH[ NOfl!TMl'l(ST OtJAltl[R OF TH[·MQIITHM:51 CWJIT[;! 0, TH( NOf!ITM[J,$t OIJNtl[R. S:CCTION IS, TOWNSHIP 2J HO'!fi-l, "AIIIGt 5 [.l$t, ¥11(.VM(TI'[ 1,ii[RICMNI. II+ l<ING COl.fil'I'. 'fl~NOTON U'SS(OtJNTYqO.lO-S~O l[$5 MIN(,11"1. ~.o:;M"TS ;-----·.·r~!ff;,l~=··;~·-·-=-1-~ ·:r1t··-.:;:...:::1·:-:=.·.:~;r:::.::::~-;_;_-_:_·,;.;_.;;,,::_~':''::t::-:.;._-~-:;:i~ti"u!.Vt~,. i , • J I .,.,.~ ~4-m.~ 1~ ,r-r:· J . , j •<;Joo LlJ D11..,1,...,G( ~1 • J ~~.:; t:'!IMT· r-_ i_: L --i-Si I • i 2? ' ei; M "q 2, -lq • i 2• • qb M:C re1os2J0517 I ,tc ,1110n.11ocue i' oh,, 21 1 ~ I , I I 1J7:IO 51', 8~ Sf !ii Ill IOOJ sr 1:4 1 IOiO SF ;,'-n i" n 1' :11~ t ,1~ Sf' ~ !I I' lO I, 20 0 • ,-1 ~ t~ '°''°'' 10 ,a s, t ~ ill, '}14JJ;s,Jl884SF Im:. Ill 1111 111\1 I I ' I 100.(lt !Ill --• I ~II I. •r -~~ ' -(loS" '!!.i~'i,-+~"s.!" 1 -;-i;,:i ~lia1 -~-00' -;;t¥J -,io -SQ -,I I "l':_f--=*'I l'· T"'-''-,---'-.j ~ :1~ 1-~ ... ·-... -i ~-1· .. -~·-_[,_--:', .--ri<l"O -U'1 ~ , ~ '1 ' . ~ ···I.:,,,, i " , , i. , . 'I: '? sr 1 ~i ""' : o,: 1 --n?il.-----a5a-·l I \~ 10 jll ~l.5,~: I~ Iii I' •:mV~ ~I 111 f 1:1, I 'l ll".1 :~~, ~I H)' RO.lD CA.$tM(N• REC# .11110011110• SURVCY DATA: BASIS or DEARING Bll[AAOOW!i P(fl PL•T 0, lolOll~ PVC[, V 205. Pq ?O VCRTICAL DATUM CITY or ll(NTON CONnOL 1211!1. cu:v-,28.H R[r(R[HC[ SURV[rS PLAT or UOROAN Pt.AC[. V 20~. P,g 70 MAP\.[WOOO U(-OOW'S SHORT PLAI. V 1:18, Pq 120,4 A(COltO OF' 51,dh/('r MM '5•t1JIO• R(CORO or S-\Jll\'£'1' .i,;,. 9J0i11~900• RECOltO or Sl.JM'P' ,.,.,. 811102!Ml04 A[COltD or S1JltV(Y NN g,oe2•tooa TOPOGRAPHY AND BOUNDARY SURV(Y 9Y: ~ DRYCO 0 Surveying, lncorporaled 1:11, VALLEY AVENUE U.ST SUtJNrn. WA 9BJ'JO 2~J-B2&-0JOO F'AY, 253-32&-g7QJ • m I -1' ! I ;1 1 ~ Ji S~31l SI JI ,:id~ Sf' !ii .. ;1 :i~? SI' t .~;!> sr I 'I , r1'i;: 5575 SF': l ok~ SF I •1258v I (; d,·el :, •·····;~ ~ ill I 1 16230 9046 I N !:I : ;] • \ ~~\ , '" ; ! me~ 1 1 1 -. )I; I' .31 ' 0 ... . ' ... I ~t • • --• -• • 2!. ' • ~ j I I ~· ;:'...r ... , ,. •. ,, ., 1 ;;._,,'!,~ ~: G·· ,,~ L~J~:_ax_J_JTI~..Jrt~J_,,J_~~-1:~"I :l ., .. ,,.,-:1 1 .;;i -I I ~1-J/J/1306 901P,. ¥ 16/1305 9047 '" :\ ::.I I ,-~ •s.oo •s.o:i I "= ~I <!' ,..,,,-,--=-j :---... --------11,,-f·~-• -a-----·--"--:~ :m30/J 903~ I c: ; .. , .. ,.,,.. ; I r l""~ _.l_ t \til· 1-, -~ ;'is.;;-----,., --'° '°'OQ'-,0 -~-~-!!0.00'-~-... 'Ir ~·' ,, ··~ I , , ,.. ~ 1 · 1 · l· -1-·-· 1----··-·-1---. ., ... ,a: I J5 \I J• ~ .1J Jo· I ~, tlt,1.C1 A ·~too I. 1\1 I ~ I I I ' 8 1 I I : .i, ... : 1'""";1 """•'"'°"''! """""' ~ 1, ,\l , .1 , ,D, 1•, 1~ , 1. ,I 1~~,,. ooc! {J, I I 1111 1 I 1JUI s, 1a g e 4500 s,, 4eoc sr , •800 -sr J '900 sr •eoo sr 48001'.il' 111 ~ , LLJ .. ~L' I Jg ---~---l·:_1-::i~_l~~-J_· ___ =:~~~1-~ ·l··~t--t~lllil :.:1"f su,111·t1,1:• HO ~111111.~ saa,1·c,t 1°1~1,o ,.o,s· 1 'Saa,111"£2•a,f · JOW 1 mr 1 <'D.I! It}. ' . 'f ' ' e::; '"" 1 l • , ~ . 1···1,0·, ,a:.._ I ., I "" 1' EAS(t.AENTS NOT SHOV!N: 1. VNSP[ClfiED SLOPE EAS(t.AEl'-T F'OR CUTS .A.NO FILLS >OR lHE BHl(fll or KING COUNTY. PAAC(L 152.JOS 9045: R'E::C.f ~799277 PARCEL 152.305 90\9: ?EC.I 5823643 PARCEL 152305 9047; REC.jl 5773168 PARCEL 152305 9',48: REC,,f 56236.t2 PROP(FH'I' OWNERS· 152.30!1 9033 15230!1 91'19 G.W.C., tNC. TERRY OffOOP 24633 N( 133 Si. DUVALL, WA. 98019 152305 9on RIBERA-BALKO ENl. FAI.AIL'r' L lD. PARTN(RSHIP QIANA R!B(RA 18400 SOUTHCENTER PJ<W'r'., ,f.:308 SEATTLE, WA, 9B18EI 152J05 9019 152305 9045 I-IOWAF;>D 8,l,NASl('I' 1402 N. 26 Sf. R(NlQN, WA. 980~6 PATRICIA BANASl(Y 463 FERNDALE AVE. NE RENTON, WA. 98D56 ; GRAPHIC SCALE ·:.___.___..i~; 'j° t Ill rut I ll<>cP>••D II, (.'.) z it • . w ~ .... .., wa:a~~ ~~Zl~~ (.'.)/ii . :t~ z s~~~ W&il!l! a:: 2?"' t ~ w~ t·"" (.'.) w <( --i ~ >-t; ~~ ~l..J' :ie~ a &: ~ "' ~ ~ ~i~ ct .l\ ~ § ~i:: ~ -~ I ~f; t u ~a• ,; ~ & : ~ i "' ~~•c, ~ ~ tnoH ,,,......l:,IL. Plloh.l>'~ !!.!:....= -~--.... _,_ ~ ..L_ i ~ ~ .. , :1 "0 I 4.3!3 J.:! ~~·g.;~;EgRc1irr~uNE\ \ ~ •JIS U ~l4 '" ,,o .,. 3+00 .,. .,. ~ I . 0•00 1+00 2+00 'i a w 0+-00 A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N .. RANGE 5 E., W.M . PROFILE -EAST /WEST STREET SCALE: HORIZ.; 1••40' V[fH.: 1•.,4• 4f00 P~OPO$EO GR~E ci CENTER~INE 1+00 5+00 2+;00 PROFILE -HOQUIAM AVE. NE SCAI..[: HORIZ.: \ ·•40' VERT,: 1~•4' 6•00 J+OO .. , .. , • .,. Ii ,,, ~ '" ·" .,, :l ~ 430 e+s1;SJ 426 .,. .,. "' ~ .,, '20 I l+28.63 ' ~ __.,,_, ---'---"'----! ;;;~ ~-pwi '~ I -i • a,, v.il·--~ I '. -"-+' . ___,._,_ [' ' ;*~'s. I ~ 111 g,::g;;,, "" ! 1 '\\:.. I 111. i CURI ~2:m:R I '"-~ .2• i ·•·c-,,]''~)P· ·.-,.,~.-..,.,~-···-, , . .., "(:1/,:fi/t:;., t,~:~Y,;_:;t,;~:t11::.~-~{%:Y.•' ~\~)!f -~··J:, l .. !~{[lllN! OOM:ltfff \ \ I ., t:,.~"!' ... \\~ t•· ""'"' ·,.,,,m, ···" ;• IJIH CfNP1. ()(PrN CLA$S "8" ,l.$PW.H e.ONCtlTE ~ ' \ •• J,ffll co;.n,r !JCPl>I C/1/IJWD swrrACIN(; t()P CQ/.J1/S£ J '\ ',f"IP7JCAt CVRIJ 2" IJJH C()ld'f DCPTM C"VWP SJJRr1>.cwr, SAS( COURSC __j \ ~.l,;'fl_ 9AS1." (Ci.ASS "IJ') ,IIAY 8( ll(QIJl/l{D P£M)W0 SOIL ci::womoi•,•$~ TYP. INTERIOR PLAT ROAD NOr ro SCAJ.C ~ ~fh-St:reer---:----- ".,.,,,.., 1,. u·,s---·--¥5 ~ffii'llp-_ -g" 1t·:: z r ·;;,:7i!Jant¥!:iL=: vm _srz:--~1-, -i ..;~,or,i~ ,__,..,,...__ ,.. -" ..... ,>£--,. •• ~;·----,"l'"-----,"'-.n~•-"··4---=.e.------¥--¥-1 iibd'"~.~-., · -1rnn:PEP: ,out / [t1$r~ ll'll,l;l101$ l[:4()J.e(18",W) t :~;:~ ~; ~::~~ DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD ~?~:,~ri:2tpt 2 ) ; FEN CEO POND WITH 2: 1 SIDE SLOPE~ ELEVAT•ONS: TOP: 421.0 50 YEAR WATER LEVEL: 420.0. AREA=10317 SF BOTTOM: 412.0 AREA= 4691 SF VOLUME PROVIDED: .60032 CF VOLUME REOUIEO: 4 7840 CF WATER OUALll'(: WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV: 412.0, AREA= 4691 SF BOTTOM WETPOND ELEV: 406.0, AREA=1815 SF VOLUME PROVIDED: 19518 CF VOLUME REQUIRED: 17160 CF c•TcH&"-SI" • •I ,,. lo ,I I I I ' 1-,--- 1 I: _ 1) ;(.: ~ l •. 5 I' , I= J . = 2 .t) !I~ SF 1t 'i I e 1\ 7 1 •ioo v lit 4900 sr '! ,aoo sr 1 ,noo sr ~noolsr l 1IL~·~1±-,~:~~-L-::-"-f.·_ -"~"±· ~00 ···l--· -:~-1-, :l-~j--1-.. ·-. --~~#= ~~--_.aL.. ---_w,:.,_ ---.,._~ _ ....... _l -· •·· w·1To,121J.:11JM 0,09!.! ~ ~1J·11·r1•alt · ,»c•· ~ •• i I, lW' -i" g:-fiALE "° UG"° i ''° 5i'"? .... I (Ul,0,) I 1,1(:11 • ~0 It. ··11 ": :· 1·.,J ,i\,1,.·i (.'.) z a: ~1-~~ ~;itt (jf;! -;.-! Z.s~L~~ WJ"i{; ((~: .,·! wJ. 1'2 (.'.) w <l: ..., ~-i ~~ .... § l!:; • ~ ~i~ Q: .,,~i: e:, ~ . ~ l';.i I ""l:l'- i <.J ii~ i ;g 4: :i i "' ti-Ile ~/12/~ tc"<A, 1-.. ~ ~ ~ _,,, __ ~-- lttlt,_1_ ~ ...J.._ CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 15th day of June, 2004, I deposited in the mails of the United States, a sealed envelope containing Revised Preliminary Report to the Hearing Examiner documents. This information was sent to: James Jaeger Contact Terry De Foor Applicant Howard & Patricia Banasky Owner Ribera-Balko Ent. Family Ltd. Partnership Owner Michael J. Romano Party of Record Chris Johnson Party of Record Paul & Pat Proulx Party of Record ~ ,,/A: , ,I, LI A.-/ ............ ,,,,,,,,, (Signature of Sender): /~ ~. .. ..... ~\'\ KA114,!'•,, .:-<iS-• •• .. • • • • \,.~ ,,, f' :y .-~~e:,SION f,t··. ~ 111 STATE OF WASHINGTON ) . · $ ~ .-~~· A}.·.-<'~ ) Ss : :O ~OTAfly ~-._ ~ : :O CJ>! ~ COUNTY OF KING ) ~ 0-•<:) : ~ . \ d> \ '°UBL\C / ~ J "~:.A·, . :o~ I certify that I know or have satisfactory evidence that Stacy M. Tucker · 1,,"V.>;· ••• ~~29.oJ./~ f signed this instrument and acknowledged it to be his/her/their tree and voluntary dtJt1<.&'idlii..~ .. and purposes mentioned in the instrument. · '''hw .. ,, .............. Dated: fo ( 'Ly/o lf: shington Notary (Print): IVIARILYN KAMCHEFF My appointment expires:-. -----.-MV.,.,.,,..AP""'"Po"""1N=TM"""E ..... ~1r .... F-YP ..... ,Q_P:_1: __ .,o-11-.,.----------- f>roJec:t·N'ame'! Jericho Preliminary Plat ,;,. .. " ,. 4' ' ~ ; :Project Number: LUA04-031, ECF, PP CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 10th day of June, 2004, I deposited in the mails of the United States, a sealed envelope containing Public Hearing Notice letter documents. This information was sent to: Paul & Pat Proulx Party of Record Michael J. Romano Party of Record Chris Johnson Party of Record Howard & Patricia Banasky Owners Ribera-Balko Ent. Family Ltd. Partnership Owner Terry DeFour Applicant (Signature of Sender)...,: ~-.......,.~-'-.....:....;:,..c._:;...w:..;:::~...L.--------------............. ,,,,,,,,, STATE OF WASHINGTON ss COUNTY OF KING __ ...... "'(N KA;i.,. ,,,, -----<:8'\;, •••••••••• 0~ ,,, : ·~.-~._;sSION j~ .. ~,,, "' ~ ._ .... ~--r,o• "' ,,. : ~/(3'",.,.\QTAL'> '1l\-<' ~ .. • CJ ,... 'Ty (1\ • ~ i : C>o<:) (I)! ~ I certify that I know or have satisfactory evidence that Stacy M. Tucker \ ~\ '°Uauc _ / ~ j signed this instrument arid acknowledged it to be his/her/their free and voluntary~11.ot;tor.~~~~ purposes mentioned in the instrument. \t o;·w··· .. 5··~,~': ... -: ,,, A p ... ... ,, ,,,, ""'"~ ..... .... Dated:_(o ___ (~"2..-...... V. ...... -/tJ_y __ Notary (Print): ____ M .... A .... Bf ... IYN ......... K""'AMC ....... tt-EFF...._ _____________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 , \>:;,:z-··_-%~·, ,.. ,.,,~ ft;' ~roi,ctNa!)let Jericho Preliminary Plat _ ... 'i!!. ·~· ,,, . ..« -· • ~ Pt$je,ptNuriber~ LUA04-031, PP, ECF -. STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC 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 Notice of Environmental Determination was published on Monday, 4/19/04 The full amount of the fee charged for said foregoing publication is the sum of $126.13 at the rate of $15.50 per inch for the first publication and N/A per inch for ea,;hJ.ubse('.Juent ~ Lily Nguyen Legal Advertisfog Representative, King County Journal ]: Subs ribed and sworn to me this 20th day of April, 2004. . ... :,'!!!1 111 \/ ,. ~' ''11. ,~ . .~~···v~s,:· ~· ·-~;~~~~::11 ,,~ -.../------------------,, .. ~'" ... ~ , ... ~ ~-... • ,c<\ i.,.,; ,r9.,·•. ~ Tom A. Me~gher . . . . j} ~ / l' . ,.(,'{ \-z. ~ Notary Public for the State of Washmgton, Res1dmg m Redl!lslnilo, :W'ash·~]tgP \ o :: . -f-• C ~'<:J••@ • I--Ad Number: 841211 P.O. Number: :: : u / ~ : c, : Cost of publishing this notice includes an affidavit surcharge.~ \ p'.)~\.. $/ ~ § ~ '• ,., ... ')..; ~ ~ ·" •,, MA'i '2.•,,• r-::-· ~ z v · >. •, •' t,;;.1 ~, ~ /,</ ........ -~,.-~'" ~/111 re or '!1,.\\~ 1111 J JI 1111 I I\\\\\: j NOTICE OF ENVIRONMENTAL ~ , DETERMINATION . , I ENVIRONMENTALREVIEW ·coMMITTEE RENTON, WASHINGTON : The Environmental Review i .Committee has issued a . Determination of Non·Significance-· Mitigated for the following project, 1under the authority of the Renton' -Municipal Code. · I ~~~~!~3i~t~WARY PLAT · The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site located at 355 Jericho Ave. NE. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is , within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual · development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family 1 residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat Appeals of the environmental . . determination must be filed in i wri~ing on or before 5:00 PM on May · 3, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing i 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 1 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' I Council Chambers, City Hall, on May' 11, 2004 at 9:00 AM to consider the Preliminary Plat. If the 1 'Environmental Determination is, · appealed, the appeal will be heard asl part of this public hearing. I • Interested parties are invited to'. . attend the public hearing. Published· in the King County :J_o_llffial_AprilJ9,~Q04. #84121!.. ... _ ,-t.j'' -~ PUBLIC HEARING City of Renton Department of Planning I Building I 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: May 11, 2004 Jericho Preliminary Plat Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Terry Defoor GWC, Inc. 24633 NE 133rd St. Duyall, WA 98019 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-031, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 36 lot subdivision of a five parcel, 5.31 acre site. The four parcels, 4,22 acres, to be subdivided into 27 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 36 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet tol,477 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the lat. 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) i L::) t---''"-,--'-"--' lll UJ {.i.) ~ "'t---.rn~/""----.mr-"-h,~J;JL,,..,,,..;~~.,;;;;::::,i r-''-m~,--~~~l·~"~"~-·+,.m .. ,-imr-+2--..a--~~+-~~ s.~11101: D D Ill ' (• .• I ~ I , City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . reliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 2004 Page 2 of 12 B. HEARING EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Neighborhood Detail Map (dated 03/05/2004) Preliminary Plat Plan (dated 04/26/2004) Grading and Tree Plan (dated 03/05/2004) Zoning Map: Sheet F6 East (dated 12/04/2003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owners of Record: Zoning Designation: Comprehensive Plan Land Use Designations: Existing Site Use: Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Residential -8 (R-8) and Residential-10 (R-10) Dwelling Units per Acre Residential Single Family (RSF) and Residential Options (RO) Single Family Residential and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 and R-10 zoning East: Single family residential; CC zoning South: Single family residential; King County zoning and R-8 West: Single family residential; R-10 zoning Hoquiam and Jericho Avenues NE 5.31 acres (231,304 square feet -gross area) Area Comments Existing Building Area: 3 homes and outbuildings N/A All structures to be removed/demolished New Building Area: Total Building Area: N/A D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Land Use File No. hexrpt_ Jericho.doc N/A N/A N/A Ordinance No. 4760 4776 4776 N/A N/A Date 02/14/1998 04/21/1999 04/21/1999 City of Renton P/BIPW Department JERICHO PRELIMINARY PLAT -re/iminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 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 4-2-11 O: 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 .12 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 ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND hexrpt_Jericho.doc The applicant has proposed to subdivide a 5.31 -acre, five parcel site into 36 lots and one tract. The lots are intended for the eventual development of detached single family residences. The site currently contains three single family residences and outbuildings proposed to be removed/demolished. Four parcels are within the R-8 zoning designation and the remaining parcel is zoned R-10. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. 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 vegetation and trees for roadways, utilities and building pads. Several established fir trees fronting NE 4th St. are proposed to remain. City of Renton PIB/PW Department JERICHO PRELIMINARY PLAT _ reliminary Report to the Hearing Examiner -LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 2004 Page 4 of 12 Access to the site would be provided via NE 4th Street to Jericho or Hoquiam Avenues NE and one new internal road ( NE 3rd St.). The internal road would be constructed at a reduced right-of- way width of 42 feet with 32 feet of pavement. All lots would gain access directly to the public roads via private access easements, private streets or individual driveways. Street improvements including curb, gutter, sidewalk, lighting and ROW dedication are required and would be provided. The site has two separate zoning designations. The portion of the plat, with 27 lots proposed, located between Jericho and Hoquiam Ave. NE 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 du/ac to a maximum of 8.0 du/ac. The proposed plat would arrive at a net density of 7.99 du/ac after the deduction of public roadways from the gross acreage of the R-8 portion. The Residential - 1 O (R- 10) portion is west of Hoquiam Ave. NE. The R-10 zone allows a density range of 7.0 to 10.0 du/ac for attached and semi-attached dwellings with a bonus up to 13.0 du/ac provided all detached dwellings would be developed. Nine lots are proposed within the R-10 at a density of 10.84 du/ac. The Comprehensive Plan designates the site as Residential Single Family and Residential Options. The Environmental Review Committee placed five mitigation measures on the project including those addressing erosion and mitigation fees. The plat is divided into three areas. Lots 1 through 11 and Tract A are arranged in a linear fashion to the north of NE 3rd St. Lots 12 through 27 are to the south of NE 3rd St. and are arranged with front yards facing NE 3rd St. and the second tier of lots would be parallel to the south property line. The proposed lots would range from 3,750 square feet to 7,477 square feet in size and generally be rectangular in shape (lot lines at right angles). Site preparation for development of the pl~t would include the removal of vegetation and trees for roadways, utilities and building pads. The project would also include the installation of utilities and the dedication of public rights-of-way. Approximately one acre of the site area is identified as street right-of-way dedication for Jericho and Hoquiam Avenues NE and NE 3rd St. to the City of Renton. Tract A covers 13,340 square feet and the private street is 2,553 sq. ft. in area. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on April 13, 2004, the Environmental Review Committee issued a _ Determination of Non-Significance -Mitigated (DNS-M) for the Stonehaven Preliminary Plat. The DNS-M included five (5) mitigation measures. A 14-day appeal period commenced on April 19, 2004 and ended on May 3, 2004. No appeals were filed. · 3. COMPUANCE WITH ERC MITIGATION MEASURES hexrpt_ Jericho.doc 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 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. 2. The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality. 3. 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. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . reliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE.,MAY 11, 2004 Page Sof 12 4. 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. 5. 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. 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: he~rpt_Jericho.doc 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) and Residential Options (RO) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. Residential Options designation is to create new, lower-density neighborhoods in a traditional development style while at the same time support infill development. The proposal is consistent with both the RSF and RO designations 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 and Residential Options 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 7.99 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 27 lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 square feet and the largest lot is 7,477 square feet. Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be a"anged as an interconnecting netw.ork. The extensive or: predominant use of cul-de- sacs and pipestems should be discouraged for new development. A "flexible grid" pattern of streets and pathways should be used to connect adjac~nt and future development. The new internal street would interconnect with the grid of Hoquiam and Jericho 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. · Residential Options Policy LU-48. Buildings should front the sireet rather than be organized around interior courtyards or parking areas. The nine lots within the R-10 portion would have the front yard facing either a private access easement or a private street. City of Renton P/8/PW Department JERICHO PRELIMINARY PLAT rreliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 2004 Page 6 df 12 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. The proposed density for nine lots for detached single family homes on the R-1 O parcel would be 10.84 du/ac. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of 36 new single family homes to an -underutilized property would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would be addressed by this project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The applicant submitted a Wetland Reconnaissance Letter and graphic prepared by Habitat Technologies, dated February 6, 2004. The submittal indicated that no wetlands were found on the subject site. The two areas within a small ponded depression located in the southwest corner of the site were found not to have hydric soils. Therefore, no further mitigation was recommended as no wetlands are present. (b) Compliance with the Underlying Zoning Designation. The 5.31 -acre site {gross area) consists of five parcels. The four parcels to the east of Hoquiam Ave. NE are designated Residential -8 Dwelling Units per Acre {R-8) on the City of Renton Zoning Map. The 1.09 acre parcel to the west of Hoquiam Ave. NE is designated Residential -10 Dwelling Units per Acre (R- 10). The proposed development allows for the future construction of up to 36 dwelling units along with associated plat improvements. Density- R-8: 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 (du/ac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots are deducted from the gross acreage of the site. · . After the deduction of 36,590 square feet from the 183,823 gross square foot parcel (183,823 gross square feet -36,590 square feet total deducted area = 147,233 net square feet I 3.38 net acres), the proposal would arrive at a net density of 7.99 dwelling units per acre (27 units I 3.38 . acres= 7.99 du/ac). hexrpt_Jericho.doc R-10: The allowed density range in the R-10 zone is a minimum of 7.0 to a maximum of 10.0 dwelling units per acre {du/ac). The maximum permitted density may be increased to 13.0 du/ac provided all detached single family structures are proposed. After the deduction of 11,326 sq. ft. from the 47,480 gross sq. ft. parcel {47,480 sq. ft. -11,326 sq. ft. = 36,154 net sq. ft./0.83 net acres), the proposal would arrive at a llet density of 10.84 dwelling units per acre (9 units/ 0.83 acres= 10.84 du/ac). · The applicant is proposing to construct nine detached single family residences on the nine lots. The bonus density allows for the increase above' the maximum of 1 O du/ac to 13 du/ac for this portion of the plat. To ensure that the plat the bonus density for detached units is complied with, staff recommends as a condition of approval that a restrictive covenant be placed on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the density and unit mix requirements of the R-10 zone to be complied with and reviewed by the City of Renton." The proposed plat complies with density and unit mix requirements for both the R-8 and R-10 zoning designations. Dwelling Unit Mix -When proposing full subdivisions, the R-10 zone requires the provision of a minimum of 50% to a maximum of 100% of detached or semi-attached dwelling units. However, as previously stated, the applicant is proposing 100% detached single-family units. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT , ~reliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 2004 Page 7 of 12 hexrpt_Jericho.doc Lot Dimensions -The plat plan (Exhibit 3) was analyzed to determine compliance with the R-8 and R-10 development standards. · R-8: The R-8 zone applies to Lots 1 through 27. The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed generally range from 50 to 65 feet and .lot depths are proposed from 76 to 100 feet. Lot 25 is an irregularly shaped lot. Adequate width and depth are provided; however, the yards have not been designated. Please see discussion on setbacks. 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 7,477 square feet. R-10: The R-10 zone applies to Lots 28 through 36. Staff has indicated to the applicant that the lots on this portion of the plat are not numbered sequentially from the R-8 portion. Exhibit 3 labels the lots as 30 through 38; however, these should be numbered as: . OLD LOT NUMBER NEW LOT NUMBER 30 28 31 29 32 30 33 31 34 32 ' 35 33 36 34 37 35 38 36 Staff recommends as a condition of approval that the applicant submit PMT's (8 % x 11) for all revised drawings with the correct lot numbering prior to recording of the final plat. Density requirements take precedence over the minimum lot size standards. For detached dwelling units the minimum lot size is 3,000 sq. ft. per unit. The minimum lot width is 30 ft. for interior lots and 40 ft. for corner lots and 55 ft. for the minimum lot depth. All lots are proposed to have a lot width of 45 ft. and depths ranging from 86 to 101 ft. Lot sizes would be greater than the minimum of 3,000 square feet; the smallest lot would be 3,750 square feet and the largest would be 4,426 square feet. All lots comply with fhe lot dimension requirements. The plat would create 36 lots arid two tracts with the following sizes: Please note that old lot number as shown on Exhibit 3 is in"()": Lot Area (sauare feet) Proposed Access Zoning 1 5504 NE 3ro St. R-8 2 5473 NE 3ro St. R-8 3 5266 20 ft. easement R-8 4 4500 20 ft. easement R-8 5 · 5532 20 ft. easement R-8 6 4986 NE 3ro St. . R-8 7 4651 NE 3ra St. R-8 8 4650 NE 3ro St. R-8 9 4650 NE 3ra St. R-8 10 4500 NE 3ro St. R-8 11 4500 NE 3ro St. R-8 ) . City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . ielimina,y Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: MAY 11, 2004 Page 8 of 12 hexrpt_Jericho.doc Lot · Area {square feet) Proposed Access Zoning 12 5386 NE 3ra St. R-8 13 4502 Hoquiam Ave. NE R-8 14 4600 NE 3ro St. R-8 15 4600 NE 3ro St. R-8 16 4502 1'5' easement R-8 17 6578 NE 3ra St. R-8 18 4502 20' easement R-8 19 4600 NE 3ro St. R-8 20 4525 20' easement R-8 21 4600 NE 3ra St. R-8 22 4547 20' easement R-8 23 4600 NE 3ro St. R-8 24 4547 20' easement R-8 25 7477 NE 3ra St. R-8 26 4626 NE 3ro St. R-8 27 4500 NE 3ro St. R-8 28 (30) 3750 20' easement R-10 29 (31) 3884 20' easement R-10 30 (32). 4334 20' easement R-10 31 (33) 4215 Private Street R-10 32 (34) 3884 Private Street R-10 33 (35) 3884 Private Street R-10 34 (36) 3960 Private Street. R-10 35 (37) 3960 Private Street R-10 36 (38) 4426 Private Street R-10 Tract A 13340 N/A Setbacks- R-8: 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 road would be newly constructed. The setbacks have been shown on the plat. The yard orientation, which is not clearly evident for all lots, has not been designated. Lots 1, 3, 12 and 27 are corner lots. The following yard orientations are recommended for the subject lots and is a recommended condition of;approval: . • Lot 1: Front yard on NE 3rci St. a Lot 3: Front yard to 20 ft. driveway easement. " Lot 12: Front yard to NE 3rd St. Staff also recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. This would preclude Lot 13 from a separate driveway to Hoquiam Ave. NE. A 15 foot easement is shown to provide access to Lot 16, staff recommends that this driveway easement be widened to 20 feet and provide access to both Lots 13 and 16 as a condition of approval. R-10: The R-10 zone requires a front yard setback of 10 feet for the primary structure and 20 feet for the garage ( on streets created after March 1 , 1995), rear yard setbacks of 15 feet, interior side yard setbacks of 5 feet, and side yard along streets setbacks of 10 feet. The plat plan shows building envelopes meeting the required setbacks. As stated, staff recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . re/iminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: MAY 11, 2004 Page 9 of 12 Building Standards -The R-8 and R-10 zones permit 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. Several single family residences and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant 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. Building height in the R-8 and R-10 zones 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 R-10 zone restricts building height to 30 feet and 2-stories. For detached units, lot coverage by buildings is limited to 70% and tota.1 impervious area is limited to 75%. 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 Jines are to be at right angles to street lines, and each Jot 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 generally at right angles to street lines. Lot 25, within the R-8 zone, follows the curve of NE 3rd St. It appears from the plat plan, Exhibit 3 that the front and side yard along a street would face NE 3rd St. and the rear yard would be a 20 ft. driveway easement. Staff recommends that the applicant demonstrate that this lot provides a front and rear yard and adequate building envelope as part of the plat revisions as discussed in the following sections on Lots and Access. All lots would gain access to public roadways either directly, Of via private street or access easements. As proposed, lots generally comply with arrangement and access requirements of the Subdivision Regulations, except as stated above. 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 . . On the initial plat plan submitted, NE 3rd St. did not meet the requirement for queuing distance from NE 4th St. (see section on Access for further discussion) and the plat layout included lots parallel to the south property line within the R-8 portion. Staff met with the Applicant's engineer to discuss these issues whereupon staff provided a conceptual revised lot layout which at the onset appeared amenable to the Project Engineer. A revised plat was submitted on April 26, 2004 providing adequate queue distance on Jericho but not on Hoquiam and a single tier of lots on the northern property line was shown but the south lots remain parallel to the south property line (Lots 13, 16, 18, 20, 22, 24, 26 and 27). The orientatiqn of these lots creates side yards abutting rear yards of residential lots to the south of the subject plat located within King County and would also create side yards along rear and front . yards of lots along the south side of NE 3rd St. within ttie subject plat. Staff recommends as a condition of approval that the applicant revise the plat to address the traffic queuing distance while re-orienting lots (see section on Access and Street Improvements for discussion). 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. hexrpt_Jericho.doc .. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . ·reliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: MAY 11, 2004 Page 10of 12 hexrpt_Jericho.doc Property Comers at Intersections: All lot comers at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lots 1, 3, 12, 27 and 28 (Lot 30) to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via NE 4th Street to Jericho and Hoquiam Avenues NE, an internal road (NE 3rd St.), a private street and private access easements. Dedication of right-of-way for both Jericho and Hoquiam Avenues NE is required as well as street improvements for all public roads including curb, gutter, sidewalk and street lighting. Exhibit 3 was reviewed for access and lot layout. As proposed, NE 3rd Street is not located an adequate distance for safe turning movements and queuing at Hoquiam Ave. NE. Staff recommends as a condition of approval that the plat be redesigned to provide a minimum of 160 feet length from the south curb of NE 4th St. to the north curb of Hoquiam Ave. NE. Additionally, the intersection is proposed to be signalized. Staff also recommends as a condition of approval that the applicant provides a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal and 'is to accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street (NE 3rd St.). The plat would provide adequate distance at the signalized intersection of NE 4th St. and Jericho Ave. NE. The traffic study . stated that an estimated average queue length should be approximately 164 feet. Although the plat shows the required distance, staff recommends as a condition of approval that a minimum of 160 feet length from the south curb of NE 4th St. to the north curb of the new internal road along Jericho Ave. NE is maintained. Staff notes that the revision of the plat to address the queue distance essentially alters other recommended plat conditions, i.e. lot numbering, lot orientation, etc.; therefore, those conditions would remain applicable under similar circumstances regardless of lot re-numbering. To further ensure safe queuing distances and turning movements, staff also recommends that no direct access from any lot within the plat shall be allowed onto NE 4th Street. Also, no direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot is to be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. · 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 can be described as generally level with the steepest slope of 9.0% near the center of the property. The soils are a silty, sandy, loam near the lower portions of the site (south and west portions); The higher areas pf the property have a more sandy soil. There are 25 trees on-site of which 10 would potentially remain. The trees include cedar, fir, maple, poplar, cottonwood, locust and walnut. Within the R-10 portion of the site, along the NE 4th Street frontage a line of fir trees are proposed to remain. The remainder of the site would be cleared for the construction of homes, roads and storm detention as depicted on the tree inventory plan which also identifies the location of all trees and the clearing area. Relationship to Existing Uses: The subject site currently contains several existing single family residences proposed to be removed and/or demolished. Single family residential is located to the immediate west, east and south developed under both the City of Rentori and King County. To the north of S. 4]1h St. is undeveloped land within the City of Renton. The proposed single family subdivision is compatible with these existing uses. Please see discussion under Lots for yard orientation and the relation to existing residential development. The site fronts NE 4th Street designated as a major arterial. To ensure that the lots are adequately buffered from the street as well as reducing the barren appearance of solid fencing along the City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT . ,eliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLI.C HEARING DATE: MAY 11, 2004 Page 11 of 12 street frontage, staff recommends as a condition of approval that the applicant submit a landscape plan providing a minimum of five feet of landscaping and a fence design for review and approval. (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 condition that the applicant provide 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 t;>e required prior to the recording of the final plat. 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 sixteen ( 16) additional students (0.44 x 36 = 15.84 ). The schools would include: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage/Surface Water: The applicant has submitted a Preliminary Technical Information Report prepared by Jaeger Engineering, Inc. The existing site currently sheet flows across the property to the southwest corner. The runoff crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage will be collected by catch basins within the new road and routed to a detention vault within Tract A. The vault will also serve as a water quality enhancement facility by providing dead storage "wetpond" volume under the detention volume as allowed for a wet vault. The ERC placed a mitigation measure on the project that the storm drainage system is designed to meet both detention (Level 2 flow control) and water quality per the 1998 King County Surface Water Drainage Manual. Furthermore, staff recommencis as a condition of approval that Tract A for drainage be fenced and landscaped along its entire perimeter so as to not interfere with site distance triangles. The north property line of Tract A fronting NE 41h St. is to have a landscaped visual barrier including plant materials which 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 with a minimum width of five feet of landscaping and be irrigated. The fence should be of a quality material, not chain link, decorative and modulated, where feasible 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 water service area of Water District 90 (WD 90). The applicant has submitted a Certificate of Water Availability. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A sewer main extension to connect to the existing sewer system is 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 (SOC) . payable at the time the utility construction permit is issued. Also, these parcels are subject to the CENTEX Latecomer fee determined to be $72,977.96. H. RECOMMENDATION: Staff recommends approval of the Jericho Preliminary Plat, Project File No. LUA-04-031, ECF, PP subject tq the following conditions: hexrpt_Jericho.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DATE: MAY 11, 2004 . reliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 12 of 12 1. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the density and unit mix requirements of the R- 10 zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 2. · The applicant shall submit PMT's (8 % x 11) for all revised drawings with the correct lot numbering to the Development Services Division Project Manager prior to recording of the final plat. 3. Based on the plat plan dated May 3, 2004, the following lots shall have their yard orientation as indicated: Lot 1: Front yard on NE 3rd St.; Lot 3: Front yard to 20 ft. driveway easement; Lot 12: Front yard to NE 3rd St. Revisions to the plat and lot numbering that affect these lots shall be reviewed and approved by the Development Services Division prior to recording of the final plat. 4. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 5. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. 6. Based on the plat plan, dated May 3, 2004, the 15 ft. driveway easement located on the south property line of Lots 12 and 14 shall be widened to 20 feet and provide access to both Lots 13 and 16. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 7. 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. 8. The new internal access street shall be located so that its north curb line is a minimum of 160 feet from the south curb line of NE 4th Street at Jericho Ave. NE and at Hoquiam Ave. NE. 9. The applicant shall provide a roadway section on Hoquiam Ave. NE based upon design requirements. for proposed traffic signal. The design shall accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 10. 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. 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. 11. The applicant shall install a fence with a minimum of five feet in width of landscaping along the entire north property line fronting NE 4th Street. 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. 12. The applicant shall install a fence of a quality material (no chain-link), decorative and modulated with a landscaped visual barrier that includes plant materials which would provide a year-round dense screeri within three (3) years from the time of planting along the north property line of Tract A fronting NE 4th St. The south, west and east property lines are to be fenced with a five foot width of irrigated landscaping. All fencing shall be located and desi~ned to not interfere with site distances required at the intersections of Hoquiam Ave.-NE with NE 4t St. and NE 3rd St. 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. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature) date. hexrpt_Jericho.doc ;:~ ssto-ose (rn;) ·oN ,o.;1 \ iii,i.N,""""' \ di/IV 711/130 OOOH~08HDl3N 1~ l O !' ~ i, I I I 1['096 "VM ·iua){ ·, 1i ,',t' ~.. · 3N ·3,1 V OH:J/cJ3r @ lS IJ/fr 3N 610e6 "l'M 711'11na ~ 1 1 ~ -- a:>D/d IJ/frOZ IJJnos 611,6 ~~£;;, rir.'-. S107 Lf' "lS ~Jffl ;N ff9Yi: I"' , ~ I~ 11;;, ~ vr50-a.e (rsi:) ·oN auoqd .'..~f :,g ~ reLD-969 (go;:). '3NOHd Ii I:::: •1, 1· DNl~33NIDN3 ~3D3Vr , \ lJ!1 }i 1 V7d OH:JltJ3r =>IOOV ON/ OM9 I' ie It I~ 1 i I ii! i!> i------------""am"""""'= ~., "',.._ ~,. ... ~, :1=>:rmw :H]NMI) o,N 1NY.>lldd'I' a ! g ~ I~ , en :Jrr·r s~ _____________ _._ ____ ..::.:.;...:.....;......:.....:...:.:....i..;;;..;,,,;::........:..::...!..=...L.-- w I() w c., z <( Q:'. z 0 i== u w V) w z (I) .r:. ..., ..... 0 z 0 i== Q:'. 0 CL <( :x: i I i (i'. ,1 = I= ·- -..,s, n>n ·- •l~ i 4: a u. -qi uj~ 1 \{\ !I !j <C 1;l l = ~. -o -:..-, -:r: • I~ p.. i!;.a ~ . -! 0 - ! ... ~ ·~. ~ :t: -~ ~ ·~ LEGAL DESCRIPTION PAA'CCL 1:,2JQ:, BCJJ ™[ WT 105 ,tc, or hi[ NOfffH HM.r Of" THE "°"MU.ST OUART[II ortHENO"TMll!tSlOU""'11[Ror11-1tNORTMU.SfOU.lflT[RorstC1!0lt 15, TOWNSHIP 2l hO!tTH, It.INC£ 5 WT, Wlu.N,l[T1[ W[IIIOI..,.., IN _.INOCOl,/Ht'r,'10,$,..IH(;TON; tx<:tPT Tl>lt tAS'f w "ttt r11t11tor ro11 110-0, [XC[PT Tl-I( NOJ!T>I ,2 rto TH(RCOr CONO[t.lJll[CI H~ K•NG COUNl'r SUP[~~" COVIil C.tlJ'S( Ntit,1BER tl2.2l3 roll 'Sovn~t.O.Sf 1291H S111[,CT, P.ute:[L1,2l05t1'1 T..C WEST JO l'tt'f or ti<[ (.t.Sf :~ r[[f OF tM( HORTM ~, or TM[ NORfM[.t.ST QU.1IH[R ~ tM[ NOIITHwtSl ou.rra,c11 OF" Tl!( NORTHCAST OUMTO CF SCCTION 15. TQJINSHif> 23 NOIITM, RANOE. 5 EAST, Wl\.l.l.lil[f?[ t.l[RIOl.t.N, IN •Cit+:; COI.J~. WAS~QN PARCEL 152~ t:1•7 11cor LYl"IC W!TKM l,1€ RIGHT OF WAY :, OI' lHE NOR1il O FC(f OF SAID COl.>l'IT'I' FOlt 110,IQ PUIIPOS(S !lY O[(O B[ll~231M2, NOlltH H""' or THC M0"1'H£AST OO~T[R or TH( NO~ST cu.mo or TH[ NOfltHEJ.ST OONITCR or StCTtON 15, TOfl'kSKP 23 ff!>IITM. IIN'I(;( 'cm. WILLAAltT'T!,t.l[RIOl,1,N, IN KINO COUHTI', W..S,HINC'ION [XCEP'I' T~ wt!i'f 2"-5 rt[t ANO HI[ EAST 1J5 rtrt "flol[Rtor ~o C:a'.C[PT POlfTION COJIMYCO TO IIING COUNlY rOR ROAD err Dt[O ACCOIIOt:0L/Ntl(ll:lftCOROINONW!l(lt5'773111.11. PIIRC;(l. 1,2JMl011 TME wtsr 277.5 l'(tT 01 THE NOtrul W>lf or T'H[ t.O«TH[AST OUJ,Rf[R Of 1K[ 110"11-!W[Sf OUARl[R OF TH[ NOR'!MitASl QVAR'Ttil C# SECtll.)lj 15, 10'11N~HII' 2J NOll'TH. 11:AHC,[ :S [.lSI. W1LLIJ,lrn[ W[IIJOl>N, IN ~INQ COIJHTY, WA$.HINQTOtl [l:C[PT THC N(IR1H 30 Ft[t THtRcor S"Ofll COUNTY Jf(),l,O .ll,!,O h:CEPT !Ht SOUTH 12 rm OI t.ic "°IITH ,2 rtrt fK[ll(Qr CONVC'!'CO TO W.IJotG COUNTY rOA: !WAD '"URPOStS 8'I" DttO ll[CORO(O UNDClt 11:[COIIO!tlt; ~BCR '82~3: ,tL.50 t•Ct.PT TH( SOUTH J rtrt OF TH[ ~ 4:5 f'(tl TM[R[OF CON'otY[O 10 ~ING COUNTY FOR ROAO PVll'POStS BY onos IICC~oro UHO(lt A[COi'tt)I,;(; NUMBERS 1!7tl~2MlU], l!?Ot2aon15, ,117o;non11, AtoD e1ousoen. P""((L 1:52J0590d TH( QS1 H>l.F or Tift NORTMCAST OUAll'T[lt or THI: NCIAtHWCST QU.l,ltf[FI or TM[ HOlt'T>IWtsr OUAl'TU or TH[ t<l'l'TH£A51' OUA.ln[R, SECTION IS, 10-S>i!P 2l N(lqfH, RANG( S Cl.ST, \fllll,N,j[TT[ M(lt\OIAN, IN l(INQ COl)t(1'r,'#A$JIING10N U:SS COUllt1 110/tOS ll>itl L[SSWIN[RAI.RIOWTS SURvtY DAT A: BASIS or BEA.RING llAUJ((IOlllti P(P P\.Af OF MO~GAN Pl.AC[, V 20S, Pt ?O \l[RTtCAL DATUM CrtY or RENTON COHTROL 12,,,. [Ltv••21!.41 RErUENCt SUffV[YS iPV,t or MOJtQ..,. PlACE. " 205, ~g 10 J,IJoP\.[WOOO I.A[~ Sio!OPT fl'~t, V 1~15. P9 126• R[COAO or SURVCY KN 9~1\IJ9Q..4 A[CORO Of' SUIIV[l' KN 93091&9004 RECOJID or SUPVEY KN 15711021004 ,t(CORD Or SURVEY MN 94062•9008 TOPOGRAPHY AND BOUNDARY SUR\lf:'Y SY.· ~ DRYCO . Surveying, Incorporated ,211, \IA.LL.CY ,l\l[NU( E,'.S! SU!.INER, WI< 91!1390 25J-S'2S-0:l00 FAX 2S3•B25-9703 -~-· ''/ :' . ! \ I 't. / I ) / A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: CITY OF RENTON WATER: WATER OISTRICT NO. 90 SCHOOL: RENTON SCHOOL OISTRICT F"IRE: CITY OF" R(NTON TELEPHONE: QWE:ST ELECTRlCAL & CAS: PUGET SOUND ENERGY CABLE T.V.: COt,..!CAST CABLEVISION TRACTS: TRAC'I' A: 0RA.INA0£: -1.3J40 SF" TRACT 8: PRIVATE ROAD -2~53 sr ~ l ~ -1 SITE DATA AREA: 4.22 ACRES -RB AREA 1.09 ACRES -R10 AREA IN STREETS: 0.84 AC -RB AREA IN STREETS: 0, 26 AC -R 10 NET AREA: 3.38 ACRES -RB NET AREA: 0.83 ACRES -R 10 PROPOSED NO. LOTS: 27 -RB PROPOSED NO. LOTS: 9 -R10 ZONING: RB & R10 PROPOSED DENSITY: 7.99 UNITS/ACRE -RB PROPOSED DENSITY: 10.84 UNITS/ACRE -R10 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RES1D. ASSE:SSOR'S NOS. 152305-9033 152305-9047 · 152305-9148 152305-9019 152305-9045 !0.58 ACl) 1.63 AC R B 0.20 AC - 1.81 AC (1.09 AC) R-10 : I • , ~I I ~ ... ..m.• " !I ·~ t 1(;)1 I Nf)PTH dlL ,.';"~ . .,, VICINITY MAP I]' ' -·-· la)· l(. "lffJ/;; 1 ~ Ii 1 1 SITE ADDRESS: 355 JERICHO AVE. NE _ ......... . \~ \'<-'°:~'·G··.,·z1:::e, ·.-·· · ... ;":.,v.:_ > .. _._. ·=~--·· ............ ~~· ... --. ..: .. ~ .. ~-· .. -... ~ .... ·.} I I --,;;;;-rL:"-,.~r-io.~-~f-1:f-:1:.:.":~-1--,.i,. j ,.., ~·!,ii. ----·---·~ I ---·-··«·111~···---···1,J t ··-t[t'11.f~ffi4t··~ If . ""R[g~,,~·~ I :···-·t··>I ----------.: J l !~f ·~L \ : : . ' i . : ':' • !ll ., ,•t ,·, : I 1: ~I· 1~ ·;lj a :1 -1 ,11 e R "m2sr~1'·,':)0(jsr:1 s2eest' lID \.sl,o sr /I,: 11 81 : \ 10 , 1~ 46\o,y · 1;1 4050 sr: 1~ '"''SF', 1;a ,,as sr 'i · . :· , , • ,1 / 1~-::.~.J_1t.~:-~.:J}i~: L<~j~ i-,~ ,1;s..-' Ld:c L. c=j' . ~,:A~.~-~~-.. :J . " -., ----L~>4;'; ''.":~~1·~~. ~.:.~.~11' ----~~-i' ;6;;;;;0-;;:-', -_ ,~_162306~~04? ;~ '4-/•,, ... •;;~, , .,. ·r1;:-r-= ::-r .,__~_ -"r-T,I-~"l, .... ~ T-~"" 17,-· '·, ' ... ~ lilil ""' ''\ I ' \ ',-······-·, ,:: ........ ~ , .•..... , r·······"-,·) ·~ , ... !1···· ' ;·\· .. ···, ;·····{; :l .. ·· .. , \ :g., .,W, l ......... / : ' \ ~ \ l ·: ,1 •:._ : !• ' ' '!._: ~ '"~• " i : \ ' : I [ I ;: '•,, i 1 l SF ,t I ' 12 : 1 l.. 14 \f I \ [ I \t < I \ ' I 11 : 19 23\ ~ I \ ' .... I ' • I 1~;-1:::i:Jittj-~J~.~j'L~'. {!i~tt:j:~~j~~~J Jtl::~,:~i~t=:f ·; ·\~ \~ r .. ~;l~fr ~--•~-::.. ..:-,_,~_,:1_ ~-_:tt~ •• i f ~-~'"-,u~-,,. ... ;-~ !11..l---;·\"" I ll-' ,.-J'~\ ~ \,1 I .. t.... t /I ; i l / : / './"~ :: 'ZC i,•' I' l \ i I~ :~ • J ,, : '261 , 11; ~-······: :. ~· ~ \1, • 1';;' i " : i 1} ! i" i ! '-i " ;: 1; 1 ,.,,.;,. :1 : ,W·sr: 111 , ,, : •· ,i · .: "" "i ,. · ,;·,.. ~ ' ' ~- 11 L''°'.]' , u:~~:; .,_.~ .... ,,,,\ , ... :...L l ...... J t';, .. ,. . 1. • .""" .,·1,c· rii..,,. s.w2211 t 211.~ \ sanr11 t 21s.Jt I ! I _, $ ~ A\ \ ', 1 j f 1,.1\,. \': I : I! \ ' t ' ' '7' ,, \ , i \; ·, . r ,· E,t,.SE:MENTS NOT SHOWl'I: t UNSP[CIF"IEO St.DP( EASE-.i(NT F"OR CUTS ANO FILLS FOR THE B(NEF"IT or KING COUNTY. PARCEL 152305 9045: REC.I 5799217 PARCEL 152305 9019: REC.I 5823643 PARCEL 152)05 9047: RtC,I !177J\88 PARctl 152305 9146: REC.I 582)642 PRQP£RTY OVINERS: 1~2305 9033 152305 9148 G.W.C .. INC. TERRY OEFOOR 24633 Nt 1J:l ST. DUVALL, WA, 98019 1~2305 9047 RIBERA-BA.LKQ ENT. rAMJLY LTD. P.t.RTN(R'SHIP OIANA RIBER"-16•00 'SOUTl"IC(N1"(Ft PKWY .. 1306 SE,'.HLE:, WA. 98166 152J05 9019 152305 90.45 HOWARD BANASK-Y uo2 N. 2& sr. RENTON, WA. 9:S056 PA1RICIA BANASKY 463 rERNOALE A\'£. NE RENTON, WA., 96056 ~ ; GRAPHIC SCALE !JI oo IO '"' lllln:11') lineh•.all I\, I ~ c., z ~" ~~ wJ.:;go f~~~~ <..'.)~ ·~~ z 5 ;i~;11 WJii~ ~2'"'h w;t if .... c., w <( '") a...., <( :a: ~. ~ "-~ :5 ~o ll.u,Q.Q 03>-~ iJi:;~o -:Z:...: ~ ~~ (j; 8: ~ i ~ c::i ~~lg ~ ~~~ ~ :?, ~~I I..,_, .... ~~•. u ~a e I~ & =~ i <., O•'t,~ SClrU· 1••40' Cflllt"'81t__.b!,L_ 1:11• ••. --1,bl_ -····--!!::. -- ..., _J__ ,,_,_ ~ -j< ·.:x: --~ ~ -t:. A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. I = ~ \ E)lSflNC SSMH COlNCCt 10 EIClST. "'C l ;· \ 1 ~-~~ 5~f5 ~ /111w, uouo 12· w.-.rcR 1,1,1,1,.. --, , ~ 1 ~~~1':f,~f'" \ 1 I! 42tS4 {12·u1 , "-.I' 'Est I IE: '412.0~/-(12".[&w) ~~&'!'f,1SMH It (2:21' (12"S} // \' .. ~:_ __ ~ .. --~-=-t.~~--tt=""-·--~' --.. __ . !~~-... --·-.-__ ._---· _:~t i~ =- " z er:"' .. w ~ ij~ w~~~i ~~(11 .... ~ "",.,~.;-2:;"t:~B_ w~E!~ 0:: ~~ s s .. "~ wo. ~ " w <{ '") I -----------~·---·-~ Q,I --~'~'~·~--------------,~1 , ....,,----- e---s -ifli~:.i~--~-s.....;=--~ E~~ ,s----•----s ,tlJ1lreer-S~s;J s._ S-=- --~-.-·~----NE 4 -.' 'REET --, ·--~--·-----!. ---;,=----:' t~·--p= ...._,,~· .. ,-=@ .~~~~~~-·~bi;-ii,t~,~.~r:-~~t-~:r~:.::~~t@ ~f~li!~\(:~-. ~ rOPOGRAPHY AND 80UN0Af?Y SURV[Y 8Y: ~ DRYCO ' Surveying, Incorporated t 2114 V,l,LLE'r' AV£NUE EAST SU~NER, WA 9BJ90 253-826-o:mo FAX 2sJ-82&-9703 ! 1~11 ! rr~~~\ I I I ft 1~ ~ 11~~, 'l I I @ '-·1 I ,,, I I " ~Cl rs! l I , ' I ~..'...t--1 TRACIB-~ l ~ ... ~~~ ~· ~ .•. .._ "' ?IC' ,i·~neb'I. I J~ .. ii "~ \ "~': .. I ... 1-~··1,j;.,U11M11_/""'"" lill 17 1 1~~1 ,a 1 ~ ['$1,..1 2• ·1 I I 211 I '. I ' I 1 I g§: l l " : ~i: 11 " : I -~']Lil;_' -.cJ-+--' -1--.--4L--, _1 l __ I 1 ,., , l I I I l ', ,, 15 fi 1f~ Ill I [' 21 I 22 i:--1.J 21 I \ 11 28 ,111\: l!2!: ..']' -b w 'I 11 __. ---~ j, 11 . ·1· [ ' ~ . :.t.::::1 -------------~--~--------------•, I ~nt11·r149..19· • mo,· , I I ' l ··JO".-JoH• " 40".i.do• • ·1··~ ~ i / LEGEND [XlSTJNG TREES TREES TD BE R£MDY(O m . . CL.EARING LIMITS PROPOSED CONTOUR ()i'.I STING CONTOUR {j' *·" ,., CRAPHIC SCALE ~· j 'i --I DI ,en J 1meti .. ,q II. ~~ 1--~\ii :s 4J~ Cl.~~ci oS 6: :t:"~"l ~~~~ !oj ~" ~~ es~ ~ l5 i:t ~ ~i, 0:: ~<I'>! ~ ;ii I :it~ I u ~H (;:; f . ~-I (!) ~ IC.ll.f:, 1"•40' OlSIGNl't)--il,bL_ Ol!'lfll...,--1,1,1._ !::.!: --~"-- Mt•_l_ ~ _;__ ,,• .. ':pl (/ 11~ 11 ~ I a i I i tl SE : .tl r ~ i z I; I trJ s I C/.l tz:j it ni 1L 148th J lPL SE 149th j l Pl. SE _. F6 • 15 T23N RSE W 1/2 143rd. Ave. SE 142 C/.l tz:j . 140th Ave. SE Ave./ I SE r,:=====::::-', - c..:i o:i 8= 144th Ave. SE C/.l .,.... C/.l tz:j L ...... [~J i ni n vo.::::::~r-.~ ~ I I r·-1 -......... j J.:::c:c::::::,:;o .. 1 I 11 .......... :; I-:" trJ s l 1-. ··LONING MAP B----... RESIDENTIAL ~ Resource Conservation 8 ResidenUltl 1 du/ac ~ Residential 5 du/ac ~ Residential 8 du/ac j RMH j Re5idenUal Manufactured Homes J •-10 1 Residential 10 du/ac I R-t-4 J Residential 14 du/ac 1 RH-I! Residential Mu!U-Family Infill IRH-NJ Rei,idenUal Multi-Family Neighborhood Center JRH-C 1 Residential Multi-Family Suburban Center MIXED USE CENTER ~ Center NeighborboOd• ~ Center Suburban• ~ Urban Center -North 1 ~ Urban Center -North 2 .~ Center DowntolJD• ~ Center Office Residential COMMERCIAL ~ Commercial Arteri~l• ~ Commercial Office• ~ Convenience Commercial 4o4£1H:1~·. ·-·-,-·'·-·"" t -c7 i INDUSTRIAL ~ Industrial -Heavy 0 Industrial -Medium 0 Industrial -Light CP> Publicly owned ---Renton City Limits --Adjacent City Limits -Book Pages Boundary KROLL PAGE IR1+-T J Residential Multi-Family Traditional 1 RH-U 1 Residential Multi-FamHy Urban Center' • May in~dt ~-Districts. See Appendix maps. F a i'u;{ttj~gulatiomr in Overlay Districts· . e •i• RIIC 4-3. PAGE# INDEX SECTfTOV'JNIRANGE 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; Jericho Preliminary Plat PROJECT NUMBER; LUA-04-031, PP, ECF LOCATION; 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is. within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (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 May 3, 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 May 11, 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 i.nclude the project NUMBER whe_n calling for proper file identification. C~TY OF RENTON DETERMINATION OF NON-SIGNIF!CANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: DESCRIPTION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: LUA-04-031, ECF, PP Jericho Preliminary Plat Terry DeFoor 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The project shall be required to be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Voiume II of the 2001 Stormwater Management Manual. 2. The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention {Level 2 flow control) and water quality. 3. The applicant shall pay the appropriate Fire Mitigation Feel based on a rate of $488.00 per new single family iot. The fee shall be paid prior to the recording of the final plat. 4. 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. 5. 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. CITY OF RENTON DETERMINATION OF NON.SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S}: PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: DESCRIPTION OF PROPOSAL: LEAD AGENCY: LUA-04-031, ECF, PP Jericho Preliminary Plat Terry DeFoor 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential -8 (R-8} zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. 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. 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 feet of the structures. 2. Fire Department access roads are required to be 20 ft. of paved width. 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. 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. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. Plan Review -Sanitary Sewer 1. A sewer main extension to connect to the existing sewer system 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 Hoquiam Ave NE, by gravity as far as possible. 2. Sewer main shall be extended to provide sewer to all lots. 3. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 4. This parcel is 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. 6. These parcels are subject to the CENTEX Latecomer fee. Fee has been determined to be $72,977.96. Fees are collected at the time the utility construction permit is issued. Plan Review -Street Improvements 1. 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 street, along Hoquiam Ave NE and along the frontage of the parcel with NE 4th Street. 2. The proposed private road for access to lots 29-34 is too close to the intersection of Hoquiam Ave NE and NE 4th Street. We recommend that lots 32-34 have access from a private road between lots 32-37 and a private driveway provide access to lots 29-31. 3. Dedication of 5-feet of right-of-way will be required fronting the site in Jericho Ave NE. 4. Corner lots shall dedicate a minimum radius of fifteen feet. 5. Dedication of a minimum of 20-feet of right-of-way will be required along Hoquiam Ave NE. The width of the ROW dedication shall be determined upon alignment with existing street across NE 4th. 6. Channelization will be required along the frontage of the parcels with NE 4th Street and Hoquiam Ave NE. 7. 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 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-10-0414, respectively, on the plat drawing sheets. :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 to the City of Renton. Survey Control Network. The city will check the geometry when the ties (2) are 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. 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. Note encroachments, if any. 13. Note all easements, agreements and l,1.JVenants of record on the drawing. 14. Remove all references to the building setback lines currently noted on the proposed lots. Setbacks will be . determi.ned at the time that building permits are issued. 15. Required City of Renton signatures, on the final plat drawing, include the Administrator of Planning/Building/Public . Works, the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be provided for also. 16. All vested owners of the of the subject plat property need to sign the final plat document. 17. Include a dedication/certification block on the drawing. 18. Note that if there are restrictive covenants, easements or agreements to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat will be recorded first (with King County). The recording number(s) for the associated document(s) should be referenced on the plat drawing. 19. The new private 20' joint driveway easements shown are for the benefit of various lots in the plat. Since the new lots created via this plat will be under common ownership at the time of plat recording, there can be no new easements established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 20. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat. 21. The private driveway (access) easements require a "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" statement on the plat drawing. See the attachment. 22. The current position of the city concerning ownership of drainage tracts apply to this plat and should be noted on the final plat drawing as follows: Upon the recording of this plat, Tract A is hereby granted and conveyed to. the Jericho Plat Homeowners Association (HOA) for a drainage 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) APPLICATION NO(S): APPLICANT: PROJECT NAME: DESCRIPTION OF PROPOSAL: LOCATION OF PROPOSAL: LEAD AGENCY: LUA-04-031, ECF, PP Terry DeFoor Jericho Preliminary Plat The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. 355 Jericho Ave. NE (south side of NE 41h St. & from Hoquiam to Jericho Ave. NE) 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 May 3, 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. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: April 19, 2004 April 13, 2004 · 'f I, 3/o't DATE 1 / DATE Kathy Keolker-Wheeler, Mayor CITY (L F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator April 15, ~004 James Jaeger Jaeger EngineE:?ring 9419 S. 204th PL Kent, WA 98031 SUBJECT: Jericho Preliminary Plat . LUA-04-031, PP, ECF . Dear Mr. Jaeger: · This letter is written on behalf of the Environmental Review Committee (ERC) and is to .advise you that · they have completed their review of the subject project.·· The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. · 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 May 11, 2004 at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is reqwired to be present at the ·. public hearing. A copy oft he staff report will be mailed to you one week.before the hearing. If the Environmental Determination is appealed, th.e ·appe:31 wili .be heard as part of this public hearing. The preceding information will assist yo1J 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, .,,Q~·-9~ Susan Fiala .Senior Planner cc: Paul & Pat Proulx, Michael J. Romano /Parties of Record Howard & Patricia Banasky, Ribera~Balko Ent. Family ltd. Partnership /Owners Enclo.sure ______ 1_0_5_5 -So-µ-th_G_r_a-dy_W:_ay--~R-e-nt-o-n,-W:-a_s_hi~n-gt-on-9-80_5_5 ______ ~ @ This paperoontains ;O"/o recycled ~I. 30% post consumer AHEAD OF THE CURVE Kat~y Keolker-Wheeler, Mayor April 15, 2004 Washington State Department of Ecology Environmental Review Section -PO Box 47703 . Olympia, WA 98504-7703 CITY L~_ RENTON Planning/Building/Public 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 April 13, 2004: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: DESCRIPTION: Jericho Preliminary Plat LUA-04-031, ECF, PP 355 Jericho Ave. NE (south side of NE 4th St. & from.Hoquiam to Jericho Ave. NE) · . The applicant is requesting Environmental (SEPA) Review and Preliininary Plat approval for a 37 lot subdivision-of a five parcel, 5.36 acre site. The fou(parcel; 4.27 acres to be subdivided into 28 lots are within the Residential -8 (R~8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is withinthe Residential -10 (R-10) zone: The 37' proposed lots are intended for the eventual development cif detached single family homes-lots ranging in size from 3,376 square· feet to 6,053 square feeLThree single family residences and all . outbuildings are proposed to be demolished :or removed. Access is · proposed via Jericho Ave. NE.-Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Appeals of the environmental determination must b~ filed in writing. on or before 5:00 PM on May 3, 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 al?pe.al 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: mittee,. King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region ~ -----t-nt'~ttff'lc-0"'""55-So-u-th_G_r_a-dy-W.,-. -ay--....,.R-e-nt-o-n,-W.-a-s-hi-ng_t_on-98_0_5,-5----,------RENTON @ This paper contains 50% recycled ma~. 30% post consumer , AHEAD OF THE CURVE 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: RECOMMENDATION: Project Location Map '\ I City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL REVIEW COMMITTEE April 13, 2004 Jericho Preliminary Plat Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133'd St. Duvall, WA 98019 Terry DeFoor GWC, Inc. 24633 NE 133'd St. Duvall, WA 98019 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-031, ECF, PP Project Manager: Susan Fiala, AICP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Continued on next page 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) Existing bldgs. to be removed Proposed New Bldg. Area: N/A 5.36 acres (gross area) Total Building Area gsf: N/A Staff recommends that the Environmental Review Committee Issue a Determination of Non-Significance -Mitigated (DNS-M). ; ' 0 l [h .. "' 0 •< ;j) D -~k. (l> UI .. . UI {~} 0)LP11'004 "" ,.,,rn11 '" (-) ,.. 8 {• City of Renton P/B!PW Department JERICHO PRELIMINARY PLAT REPORT OF APRIL 13, 2004 Enviro, ital Review Committee Staff Report LUA-04-031, ECF, PP. Page 2 of 7 Project description continued: The plat includes five parcels. Four parcels are within the R-8 zoning designation and the remaining parcel is zoned R-10. Three single family residences and outbuildings are proposed to be removed. The proposal is for all detached single family residences in both zoning designations. The site would be developed into 37 lots for single family detached homes and one tract. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. 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 vegetation and trees for roadways, utilities and building pads. Several established fir trees fronting NE 4th St. would remain. Access to the site would be provided via NE 4th Street to Jericho or Hoquiam Avenues NE and one new internal road (labeled Road A for ease of reference). The internal road would be constructed at a reduced right-of-way width of 42 · feet with 32 feet of pavement. All lots would gain access directly to the public roads via private access easements, private streets or individual driveways. Street improvements including curb, gutter, sidewalk, lighting and ROW dedication are required. The site has two separate zoning designations. The portion of the plat, with 28 lots proposed, located between Jericho and Hoquiam Ave. NE 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 du/ac to a maximum of 8.0 du/ac. The proposed plat would arrive at a net density of 7.98 du/ac after the deduction of public roadways from the gross acreage of the R-8 portion. The Residential - 1 o (R- 10) portion is west of Hoquiam Ave. NE. The R-10 zone allows a density range of 7.0 to 13.0 du/ac. Nine lots are proposed within the R-10 at a density of 10.11 du/ac. The Comprehensive Plan designates the site as Residential Single Family and Residential Options. B. RECOMMENDA TJON 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. MIT/GA TION MEASURES DETERMINATION OF XX NON -SIGNIFICANCE -MITIGATED. 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 project shall be required to be designed and comply with the Departm(;lnt of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume II of the 2001· Stormwater Management Manual. 2. The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality. 3. 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. 4. 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 pa_id prior to the recording of the final plat. 5. 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. ERC_JerichoPP.doc City of Renton P/8/PW Department JERICHO PRELIMINARY PLAT Enviro1 1tal Review Committee Staff Report LUA-04-031, ECF, PP REPORT OF APRIL 13, 2004 Page 3 of 7 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 a_re 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. Th_e Development Services D(vision reserves the right to rescind the approved extended haul hours at any time if complaints are received. 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 feet of the structures. 2. Fire Department access roads are required to be 20 ft. of paved width. 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. 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. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. Plan Review-Sanitary Sewer 1. A sewer main extension to connect to the existing sewer system 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 Hoquiam Ave NE, by gravity as far as possible. 2. Sewer main shall be extended to provide sewer to all lots. 3. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 4. This parcel is 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. 6. These parcels are subject to the CENTEX Latecomer fee. Fee has been determined to be $72,977.96. Fees are collected at the time the utility construction permit is issued. Plan Review -Street Improvements 1. 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 street, along Hoquiam Ave NE and along the frontage of the parcel with NE 4th Street. 2. The proposed private road for access to lots 29-34 is too close to the intersection of Hoquiam Ave NE and NE 4th Street. We recommend that lots 32-34 have access from a private road between lots 32-37 and a private driveway provide access to lots 29-31 . 3. Dedication of 5-feet of right-of-way will be required fronting the site in Jericho Ave NE. 4. Corner lots shall dedicate a minimum radius of fifteen feet. 5. Dedication of a minimum of 20-feet of right-of-way will be required along Hoquiam Ave NE. The width of the ROW dedication shall be determined upon alignment with existing street across NE 4th. 6. Channelization will be required along the frontage of the parcels with NE 4th Street and Hoquiam Ave NE. 7. 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 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-10-0414, respectively, on the plat drawing sheets. 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 to the Cit of Renton Surve Control Network. The cit will check the eometr when the ties (2 are ERC _JerichoPP.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT Enviro 1tal Review Committee Staff Report LUA-04-031, ECF, PP REPORTOFAPRIL 13, 2004 Page 4 of7 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. 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. Note encroachments, if any. 13. Note all easements, agreements and covenants of record on the drawing. 14. Remove all references to the building setback lines currently noted on the proposed lots. Setbacks will be determined at the time that building permits are issued. 15. Required City of Renton signatures, on the final plat drawing, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be provided for also. 16. All vested owners of the of the subject plat property need to sign the final plat document. 17. Include a dedication/certification block on the drawing. 18. Note that if there are restrictive covenants, easements or agreements to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat will be recorded first (with King County). The recording number(s) for the associated document(s) should be referenced on the plat drawing. 19. The new private 20' joint driveway easements shown are for the benefit of various lots in the plat. Since the new lots created via this plat will be under common ownership at the time of plat recording, there can be no new easements established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 20. Add the following Declaration of Covenant language on the face of the subjecf drawing, if the previous paragraph applies: DECLARA T/ON OF COVENANT: The owners of the land embraced within this plat, in return for the benef,t to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat. 21. The private driveway (access) easements require a "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT' statement on the plat drawing. See the attachment. 22. The current position of the city concerning ownership of drainage tracts apply to this plat and should be noted on the final plat drawing as follows: Upon the recording of this plat, Tract A is hereby granted and conveyed to the Jericho Plat Homeowners Association (HOA) for a drainage 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 _JerichoPP.doc City of Renton P/8/PW Department JERICHO PRELIMINARY PLAT REPORT OF APRIL 13, 2004 D. ENVIRONMENTAL IMPACTS Envirrn 1tal Review Committee Staff Report . · LUA-04-031, ECF,PP Page 5of7 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 evaluation report prepared by Berquist Engineering, Inc., dated February 14, 2004. The report provides information and recommendations pertaining to foundations, soils, groundwater and erosion. The site can be described as generally level with the steepest slope of 9.0% near the center of the property. The soils are a silty, sandy, loam near the lower portions of the site (south and west portions). The higher areas of the property have a more sandy soil. There are 25 trees on-site of which 10 would potentially remain. The trees include cedar, fir, maple, poplar, cottonwood, locust and walnut. Within the R-10 portion of the site, along the NE 41h Street frontage a line of fir trees are proposed to remain. The remainder of the site would be cleared for the construction of homes, roads and storm detention as depicted on the tree inventory plan which also identifies the location of all trees and the clearing area. The soils are referred to as Alderwood type according to the USDA. As part of the subsurface review, seven test pits were sampled at various locations on the site. The site is covered with a four to six inch layer of topsoil underlain with loose to medium dense sand-silt with gravel and some cobble at two to three feet below surface (weathered till). This layer is not suitable for the support of foundations or roads. Underlying the weathered till, medium dense to dense or hard sand silt with gravel (un-weathered till) is present and is suitable for support of foundations and roads. Ground water seepage was observed at three of the test pits above the denser till which is considered perched stormwater trapped in the upper, loose soils. The environmental checklist indicates that minimal grading would be required for the proposed road with the main grading/excavation for the detention vault. The estimated quantity of cut would be 3,000 cubic yards with the some fill remaining on site but the majority would be exported. 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 Stormwater Management Manual. Mitigation Measures: 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. 2. Surface Water Impacts: The applicant has submitted a Preliminary Technical Information Report prepared by Jaeger Engineering, Inc., dated February 20, 2004 with the land use application. The existing site currently sheet flows across the property to the southwest corner. The runoff crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage will be collected by catch basins within the new road and routed to a detention vault within Tract A. The vault will also serve as a water quality enhancement facility by providing dead storage "wetpond" volume under the detention volume as allowed for a wet vault. In further discussions with this consultant, they are proposing to design a combination detention/wet pond rather than all vault. The applicant will be providing an updated drainage plan and associated calculations due to the proposed plat redesign (see section on Access). The drainage plan is to be designed per the 1998 King County Surface Water Drainage Manual. Staff recommends as a mitigation measure that the storm drainage system is designed to meet both detention (Level 2 flow control) and water quality. Mitigation Measures: The storm drainage system shall be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality. ERC _ JerichoPP .doc City of Renton P/8/PW Department JERICHO PRELIMINARYPLA T REPORT OF APRIL 13, 2004 Policy Nexus: SEPA Environmental Regulations 3. Fire Protection Enviro 'Ital Review Committee Staff Report LUA-04-031, ECF~ PP Page 6of7 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 34 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 $16,592.00 (34 new lots x $488.00 = $16,592.00) 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. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 4. Access!Transportation Impacts: A Traffic Impact Analysis (TIA) was prepared by Gibson Traffic Consultants, dated February 2, 2004 and submitted with the land use application. The report reviewed existing conditions and projected Level of Service (LOS) conditions at year 2005. The roadways/intersections evaluated for the proposed development included: NE 4th St. @ Hoquiam Ave. NE and Jericho Ave. NE site accesses; signalization at NE 41h St. & Jericho Ave. NE. Traffic generation, distribution and channelization and alignment of NE 4th and Hoquiam. The current Levels of Service range from B to D. Of the intersections/roads analyzed, the NE 4th St. @ Hoquiam Ave. NE -SB (PM) would lower from LOS B to C. With the project northbound both AM and PM at NE 4th@ Hoquiam would be LOS E. Site access @ Jericho Ave. NE (PM) is projected to be LOS B. The 37 lot plat would generate an estimated 354 daily trips, 28 AM and 37 PM peak trips on an average weekday. The report analyzed channelization needs and stated that peak hour turning volumes would be minor (less than 20 vph} and would not warrant separate right-turn lanes on NE 4th St. EB at Hoquiam or Jericho SB at the site access. However with the new NE 4th St. south leg at Hoquiam: the southbound approach should be striped for through left and right only lanes and the inside SB lane should align (within 5-6 feet) with the inbound lane for the new south leg; and the new northbound approach would require a single exit lane (left/thru/right}. Access to the site is proposed via NE 4th Street to Jericho and Hoquiam Avenues NE, an internal road (labeled as Road A), a private street and private access easements. Road A as shown on the Preliminary Plat would be located 110 feet south o( the curb at the signalized intersection of NE 4th St. and Jericho Ave. NE. The TIA stated that an estimated average queue length should be approximately 164 feet. As part of the Preliminary Plat review (Hearing Examiner Public Hearing), staff will recommend as a condition of approval that the plat be redesigned to provide a minimum·of 160 feet length from the intersection. Staff is working with the applicant to address this issue. 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 $24,403.50 (34 new lots x 9.57 trips x $75 per trip = $24,403.50) with credit for the three existing lots. The fee is payable prior to the recording of the final plat. Mitigation Measures: · 11 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. 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. 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 $18,045.84 (34 new lots x $530.76 = $18,045.84) and is payable prior to the recording of the final plat. ERC_JerichoPP.doc City of Renton PIB/PW De,:,artment JERICHO PRELIMINARY PLAT Enviro. 1tal Review Committee Staff Report , LUA-04-031; ECF, PP REPORT OF APRIL 13, 2004 Page 7of7 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 Impacts: The applicant submitted a Wetland Reconnaissance Letter and graphic prepared by Habitat Technologies, dated February 6, 2004. The submittal indicated that no wetlands were found on the subject site. The two areas within a small ponded depression located in the southwest corner of the site were found not to have hydric soils. Therefore, no further mitigation is required as no wetlands are present. Mitigation Measures: No further mitigation is recommended. Policy Nexus: NIA E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental I 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. _lL_ 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 May 3, 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. ERC_JerichoPP.doc LEGAL DESCRIPTION PI.RCU tS1J05 90JJ T'M( UST 10:'i HCT Of' TH[ NO~TH HALF or rH[ NORTHE,\ST Otll!RTEJI o, THC f,fORTll#EST QUA/11£1'! Cir JHf ~OR~t,IST OUART[PI OF SECTION 15, TOWHS-HrP 2,1, NORIM. Jli.N(i.[.:, U.ST. Wllt..Wtn( U["IOIAt<', IN ICING COUNT','. WASHINGTON· UC(J>T THE'O.'S.T 20 rto n,rn£c.r roi:t,RO•O, OCEPT 1'H[ NQ,01-< •J FEET TI-l(ll[OF COtlO[UIEO IN KUl(l COUNTr' SUP[FIIOA COOR! CJ.US[ HUU'El[R &J22" ~ SOUTHOST 128TH S.llla:T. PAAC[l 1:'i2J05 ~1~ Tl![ llltST JO I'[[! Of Tl<[ tAST 1)5 lltl or l>I( NORTH ltALT OF THE NOll'TH[A.St QUAA'l[R or TH( NORTHWEST QU•R1£R or THE NORTHEAST OUART[FI Of" stCTIOI> 1!i, TO'WNSHI'° 23 NOIITI-l, A»IC[.:, EAST, Vllu.M,l(T'tE ll[R(l~. IM ll(IJiQ COUUT'I', *.lSHIH<lTON [~C[Pl nl[ NOlfrt, 30 ftt'T 11-i[R[Of' ~'l'lNQ '111'l\,11N fl<[ PIICtff C,,-11"1 Of SOUT'll[J.ST 1211111 STll[[T, ALSO [tC(PT Tl![ SOUT1< i:;, f£[1 OF' TH[ HORTH ,2 rtET or SIJO SUIIOMSION CONVt'rtl> TO !(INC COOHTY roo R04D P\IRPOS(S BY DctD R[COlttl(O VHOCR A[COROIMC NUMII[~ ~2J&'2, PIIRCCl 1!12lOS Q~,J NORTH NALf 0, THE NQRTHO.ST QUARl[R QI' 1'H[ N01'1H\itsT ou.AWt OF l"( imRTMt,,1.51 OUARTrn or SECTION •s, TOWNSHIP 23 NORTH, R»!Cf 5 r.,r.5.l, Wlu,tM(TTt t.lERIOIAN, 1H IC.INC. COUNTY, WJ.SHINGT~ EtCEPT mt wtsr 277,S r[D .I.NC 1Ht [AST 1.1, r(E'T TH(IIEOf •NO E•CEPT POl'ITIOH COIM:Ytti TO 40:~G COUNTY rOR RO,i,O !1Y OEECl ft(COAOECI UNO~" A[COftOIHG >,l}t.1BER ,n1,aa P,\RC[~ Hl:JOS tOIB THt W(Sl 217.5 rttT or TH( HO"Ti'< HAlf Of Tl<t NOR1lttl.ST QtJIIRTEJI ('If' TH( NOIHHW(S1 OUAn[R 0~ lH[ "10flTH[J,ST QWJIT[R or SECTION 15, TQWNSHll' 2J HORTH II.I.NI'..[ 5 E,1.$1, \IIIL!.W(TTE: Wtftl[N.U., IN klNG COUNTY, W4SHIN(;t(IH E~CEPT THE NORTH lO fEtl fHt!IEOr l'OR COOH'IY ROAi) ALSO OUPT THE SOUTH 12 rttt Of TH[ r.()IHH 42 f[[T THD![or CotNEYCO TO Kll<!l COi.iNN roll 110,.0 PUPPOSl!i BY 0[[0 !l[C.ORO[O IJNOER Jl(COAOINC NUMBER !i!.23&,l, ALSOE~CEPllHESOIJIHJT[El CWTH(~Tl10't£TlHERt0f COH',O'UI TO ~l~C COUNTY roP ROAD P\JRf'0S($ BY Cl[COS A[CCROCO UNOCII A[C()RDIHC ffUUflf.llS e.~~180&11J, 117091110615, !1701260&9&. "10 1170918009-J PARC[llSiJ0590•S It< [1ST tulF Of" TH[ NOlln.t,,.S1 OUARl[l'I: O" THE N01'1:1HwtST OtJ.l,IU(R or l'HE NOlfltflot.ST QU~ft/1 Of T>i( t!OIITHUS.T OllltJllflR, $[CTIO!i 15, lOWHSU'P 2J liOIITH, IUNCE S (.I.ST, ~L,<,WCTT[ UCFIIOW,,, 1H l<WG COONIY, WASKUGTO# LESS COUl~TY l'!O..m; ANO LESSt.llN[RIII.RICHt'S SURVEY OATA· BASIS or BL .. ~NG ~N~Ort.10flG•N"l:.AC[0 '<20!i,"~7(1 V[RTICAL. OATUl,t CITY OF R[IHON CONll'!OL ~211{1 (LE\1•+25,,1 RtrrnENCL SURVCYS PV,T OF JAORC,1,N PLACE, V 205, Pg 70 M'.\P1,.EWOOO ~f'.AOOWS Sf.lOPT PUT, V 15!1, Pg 1264 RtCO"° er SUA','(Y AJ'N ~~111J90• Fl(COf'IO or SURV(Y #'N ;](19Hl900• Fl[CORD OI' SURV(Y .lrN 971102too, R[CORO er SURVCY AfN 94Q8H;ooe TOPOGRAPH'f AND BOUNDARY SURVfY BY: ~ DRYCO Surve.)'ing, Incorporated 12714 \/ALLEY •YENU( E•ST SIJMNE~. WA 98J90 25.3-826-0JOO f'.t.X 253-!!.26-Q?OJ A PORTION of the N.E. 1 /4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE DATA SITE SERVICES AREA: 4 27 ACRES -RS AREA: l.09 ACRES -R10 AREA IN STREETS: O. 76 AC -RB AREA IN· STREETS: 0.20 AC -RIO SE.WER:. ' CITY Of RENTON WATER WATER DISTRICT NO. 90 /.~·· ~-:-r -=-! .... .....!!!!!-JJ ~~ 1--,---u ·1 . ·/ I ,i-,, J ,,rn~ H SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: CO~CA.ST C.ABLEVIS!ON TP.lCTS: TRACT A: OR.\lNAGE -9180 SF TRACT B: PRIV.-r'E ROAD -2605 Sf NET AREA: 3.51 ACRES -RB NET ARE/c 0.89 ACRES -R10 PROPOSED NO. LOTS: 28 -RB PROPOSED NO. LOTS: 9 -R10 ZONING: RB & RIO PROPOSED DENSITY: 7.98 UNITS/ACRE -RB PROPOSED DENSITY: 10.l 1 UNITS/ACRE -RIO PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESIO. !I SITE--1 . ... ,,.,,. t '1 1: .. ~r 11 1/ "*-J~I_,_ NOIITl>I -- ~ rn~58~=§~:J J f~ :g R-B N rs· ASSESSOR'S NOS. , snos-9033 loss ACD VICINITY MAP i Ii I I , . 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UHSPECfflED SLOPE EASE1JEN1 roR CUTS AND nLLS rOR Hit BENEFll Of KING COUNTY, PARCEL 152305 9045: REC.f 5799277 PARCtL 152305 9019: REC,I 582364J PARCEL 152305 9047: REC.# 5773188 PARCEi. 152.305 9146: REC.I 5823642 6053 ~ -(GROSS LOT •R(A) (~514 Sr) -V•Dl INCL ARE• CF LOT LESS Tti.t.N 40' 'MO£) PROPERTY O~ERS· 152305 90J3 157JO~ 9148 G.w.c .. INC. TERRY otrooo 246JJ NE 1JJ ST. DUVALL, WA. 96019 152305 9047 Rl8ERA-BALl<O ENT. rAMJL Y LTD PA.RTNERStilP DIANA R!BE.RA. 16'00 SOUTHCENTER Pl<WY., ~J-08 SLATTLE, WA 9B188 . 152305 9019 152305 9045 HOWARD BANASKY 1402 N, 26 ST. RENTON, WA. SB056 PATRIC" BANASKY 463 f'ERNDALE AVE. NE RENTON, WA, 98056 ; GRAPHrc SCALE ~ 1-.b~ i •n k.-.-,__ I ( l1I Rl'l'J 111,ch•411-U. (j z er w ~ ,;If) ws:;;;,5 ~;~~~ (j~ ~:. Zs~~~ W~-·{;; ~?:! s ~ w~ it~ Cl ·w <l'. ' ~~· ::E~ I-,... " <,: '{" a:~ ltQ' o:3>-~ o~ ~a· -o1:~ ~ ~: -.1;; ~'" <l." ~ tt • c:q:;~~ ~ ~~g: Q: ., ~ ~ ;~i t ~~~ I~ ~~i . ~ I <-> ~ IC.i.J. 1•.,o• Dl1'111'~•:~ ~ !:.!::.- ,,.m _j__ ~ _,_ ';! "' ~, .. , :!I :: ii "' •32 .,, I .,. 426 '" I 0+00 1.o::io A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. ~~~inrto ~illD( ~ -\ CCNT~RLIN( :. \ \ PRIJPOS:~0. CiRAOE: @~ \ -;. ---:":. - C(Nl(RLIN[ ' \ .'.i--,,-\--.... ,...., \ _PROf!LE J~OO '/' "'; / ./ EAST/VEST STREET SCA!;£, HCR'?Z.• l '•40' VER'T.1r•4' 4+oo :i~OO Z+OO !I PRIJPIJSC.D_ GRADE '_/ CENT(~LIN( 0+00 1+00 2+!l0 - ' 6+00 3+0(1 ...... -~ ...... 1~ -t!:! -~ -~ "' '" "' "' .,. 432 ~ !J ]~ 430 I$ . 4c'0 6+~! ~J .,. .,. ,22 •20 I 3+2"063 "'~+ ,'f, "-a"---=t' ·----'"--~· > --IA.°-_ ___u;:___ J:; I' JJ!H 11)'"1 j' I. ' 0$' k . r ~ ,rar:~,,, 1 ~ V1 (Z.~~2flti{~t4'~l~~~~:\\\t~~ ~1rzJW1:?,;~~-~. !~SCIIC#ll' C(WCl?fr(-...1 \ \ '\\ \ '"'t:j, \ \ '\ t:;• CCtJ[Nf C.{)HCR(fr I WA!il' ·1' UIN, COUPr. 0£1>;.i ClAS-5 ·s· ASP"'A1l' CONCPCT(.___Jj\ \ ' . ' ~· 111"1. C~Pr. {)H'T" CRL/SH(O SURr.1.cwc roP C(X,RS( \ \ ,t'IHICA< CURIJ 1" IJl"1. COW>r. (JfPTf,/ CRV~D SURr.tc~c BJiSl. COl,tfi'Sf __l \ GRAlt:t 8AS£ (CLASS 7J") IIAl'B( lf((}(Jllil({J P(Nf)IM; SOIL CONDITIONS~ TYP. INTERIOR PLA T ROAD NOr ro SCA./.£" () z O'. • ~~;;~~ Z£iilU -'IO)CO'ITI c.,~ .;;-! Z s~tl·~ w~t~; tr;~}& W"' • '""" '"" .,. ~I I PROFILE -HOQUIA" AVE I r-~lgRU OIU.IJ<' lln'H i<{W I fo;1 -1 SCALE• HORIZ.• l'c.40' l'"l , NE ------------____ _j____ • I ~:, I - 1 l8P1P(~LOllCIIEO) 1 , ~.I V(Rt.,1•c4• () w <I'. '") C ,· --,_-"--~-~-~lr::!~·L --=---,~·-=--'=-·~'i--·-. : ~.-~~;;._:::::;---------. )l~. ---· ... •-·----..-r I . """""= . """"-~ -r~~~~~*~~;~~ -~-::_~·f:c"";, ~::7r;c: -~-~~Ht~~ ~ , .... ,.., . .,,.. I ~ r-1 --. ---.,. -JI-. ~----...... - EJ,i_lA, I I • 1 , : , 1 , , \ , !I ,, • .._ 2\!! l'i'rnttj F::Ft;'-~<1:rY" : • r9 I ·-··-·----~,_:.:~----·f::-::-.,,:-~-:.-;~-f~*r-~~i·\111 r=': ,--?~ ,-. . , I , , , , • •. DRAINAGE DETENTION: LEVEL 2 DETETIDN STANDARD UNDERGROUND CONCRETE VAULT INS!DE DIMENSIONS, 92' LONG x ELEVATIONS, TOP 421.5 BOTTOM LlD• 420.5 100 YEAR ',/ATER LEVEL, 420.0 BOTTOM, 410.0 VOLUME PROVIDED• 47840 CF VOLUME REOUIE D, 4 7840 CF TOPOGRAPHY AND BOUNDA.R'r SLJRV[Y BY: ~ DRYCO . Surveying, Jncorporated . 1n14 VALLEY AVENUE EolST SUt,ntE:R, WA !l8J90 25.l-B2li-OJ.OO r.i.;: 25J-B26-!l70l '1 :~'.'~;;-,-\'.."~ \ L __ L_· l_ l l il,-I · . i j ~§~i I I !:' -IJ $I -----• ----I -l l\ 1, ~ I Q ~ ~ 0 I ,z : l> , " ·.. . _ __.'.'.._ -··---,-----_ _,,-,,_ _ __ _ _ .,,11 :Lt I ~ q; t; L l J, : r l I -1---i--,-1--r---1-_ 11 - . --«-~ I , I ! i g§; I,·-, __...__,---j I " : I ..j ,\1li \ . :~T /\--:-[i;~J-. I.,~]: . ~~ I I • " I ' • I I • ' 1 ··N 111 IJ ~ ' [j 4J 1 I .,. I 2 I I I .. I '~ I I I I \ I ' :,;: l l Q:: , " I " I ".. I 11,-· --l ·I I II " :1 ,11 ! 1· "1· i ~-i l' I : " i\1 . ~ a.. : I .•; .,~-~']L _, _JJ~-: . :.~ii ~I 1 i& 1"1~',: il< _L I I 1 i 1 ---" ,---,--- --1 ~-, : 1 1 1 r I e f~;,c;,,~J;;_-;:.;.;--· 1 L • 1 1 . " 1 " JL: '/J ,. I --~ --1 .- 1 ---+1 '' l f! .. ~ t;~~ ------~E~f ___ ~Cl es -------:', : " -I P 1 \ 1 1 l~. :i .I 11: ~~~t ------~ I I ·\' .,. ~-1 lli:.? --· ! ... ·.------· ;;.;-,.~ •. --. . . J 1'i··1 JO' 1 1· I ~St · , I "'0 al ~if 0 "' j j I !11 '~I &' ! \;1 ~5~ \./ATER QUALITYi . i· l:f't"·\ 1' f: ',i[TVAUL T BELO" DE -! ' i 31: lNS[DE VAULT w TEN I ION .STORAGE ;· ~ TOP ELEV• 410.0 ~,,-,,.-,-U!Uli.-----' BOTTOM ELEV, 406 4 DIMENSIONS. 52' , . 92, 3 _ VOLUME PROVIDED, 172{ 2 C~ -17222 CF " GRAPHIC SCALE VOLUME REQUIRED• 17160 CF bifi.x;)-1 i 'j' ( Qil '"') 1itlch•.0 It, 52' ',/JDE 5Cli.(. 1"•,I.O' ~ ~ !!.:: -- .. ,._1 __ " .J__ ~ X ~ ~ ~ l( ;, l( n :. ·~ !!! ~ ~ !1 ~ g- I ~¢-~ ' !, "' i; s~ .. n •• . ~ ·---;.;:-.-----~ I I ~--~--- . " ·, I I I I ,---~ I JERICHO PLAT 37 LOTS GRADING & ffiff PLAN NE 4th sr. 0 JERICHO A YE". NE .JAEGER. ENGINEERING 9419 South Z04th Ploce Kent. WA. 980.il Pfforiir Na. (2SJ) BS0-09J• foJt: Na. (2SJ) 8S0-Clt55 )> " 0 ;,J --< 6 z £, (I) !Tl n --< 6 z ;,J )> z C) !Tl 0, !"" • § : ! ! i 1 ~ 7~~~;; -TERRY DEFOOR I I I f• f' -. J 2<GJJ NC IJ.xd Sr ..,. ~... 1 OUV,l,U WA 9BQl9' I z. PtloM (206) 999-8874 JERICHO PLAT J7 wrs CONCEPTUALIZED UTILITY PLAN N[ 4th ST. 0 .!Elf/CHO A\lf. NE (f) ~ fTl J> NE ~ -< fTl fTl ::0 ::0 (}) (f) fTl fTl ;i:, ::0 $ ._,; (") () fTl fTl -0 -0 :u ::0 0 0 $ < 0 6 fTl fTl ::0 :u Q 25 -< z -< 0 0 0 '1 0 ::0 C fTl z z _, -< -< 0 ~ z J> _, fTl ::0 CJ ui .-• ""' <D 0 i~ 1; ~ ,:. __ ; 1 ! -=---.i r·""'·-~~----;r-·-r a;,-: •, :f ----""-~•--:;;;::;· :::.) 9419 Soulh 204th Plcca Kenl. WA. 98031 Phone Nr,, (25.J) .850-09.J" Fo• Ho, (25J) 850-0155 )> .,, 0 ::0 :;:j 0 z ~ ':r .. z !"'l '-_ ... (/) "' 0 :;:j 0 z ~ d ~ (/) I 'ii "' (.,< ~ ::0 )> z 0 "' 01 f'l ;;,; ~ .• Title for both of the following paragraphs: NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT Use the following paragraph if there are two or more lots participating in the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS PLAT. THE OWNERS OF LOTS SHALL HA VE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAJNTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHJN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAJNTENANCE COSTS SHALL BE SHARED EQUALLY. PARKJNG ON THE PA YING 1N THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. Use the following paragraph if there is one lot subject to the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS PLAT. THE OWNER OF LOT SHALL HA VE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAJNTENANCE RESPONSIBILITIES JNCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAJNAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER JNFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAJNTENANCE COSTS SHALL BE SHARED EQUALLY. PARKJNG ON THE PA YING IN THE ACCESS EASEMENT IS PROHIBITED, lJNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. ,,,,,,,,,/',,/ !la 11 ; ·:J,:~ I \~ I ~ I;,_ I rJ'J s ~ ~ § z .. en t:z:;:J ,--------' -.i::,.. c.n c-+ :::,-' '"'CJ ...... F6 • 15 T23N RSE W 112 140th Ave. SE 143rd Ave. SE 1421 Ind en t:z:;:J Ave.j~ en t:z:;:J n' n p··1I __ ~ I <•~M·-··--1 lf 1,~~ ~~=r~~~ 144th Ave. SE en c-+ Lvons Ave. NE I ~ (JJ1 ! ··~· ~~ ~ L 148th Pl. SE [\J·~··· ~ ~ ~ ~ 149th Pl. SE /)-;;--·T .. :~"---U--.L--.U .... L-1. ""° °' : / ,1 ....... ,, mt,..l .. ~ :;o_, ........ /lr··- ;·1··:~f '!.. .. L.i I_!. . -;,• _, LONING MAP BtJK RESIDENTIAL ~ Resource Conservation 8 Residential 1 du/ac ~ Residential 5 du/ac ~ Residential 6 du/ac I RHH I Residential Manufactured Horues ! •-10 ! Residential 10 du/ac j R-14 j Residential 14 du/ac ! •H-1 ! Residential Multi-Family lrntll MIXED USE CENTER ~ Center Neighborhood• @J Center Suburban• ~ Urban Center -North 1 ~ Urban Cenb:r -North 2 @] Center Downtown• J CCR I Center Office Residential COMMERCIAL 0 Commercial Arterial• 2T22NR§E INDUSTRIAL ~ Industrial -Heavy 0 Industrial -Medium QQ Industrial -Light Publicly owned ---Renton City Limits ---Adjacent City Limits -Book Pages Boundary jRM-Nj R~denUal Multi-Family Neighborhood Cent.er [§J Commercial Office• KROLL jRM-C I Residential MulU-Fa~Hy Suburban Center jRH-T I Residential Multi-Family Traditione.1 I RH-U I ~sidenlial Multi-Family Urban Cenle~ [EO Convenience Commercial • May include Over~cts. See Appendb maps. For additio~ons in Overlay Districts, please s,e RM~ 4-3. II • ! &; PAGE PAGE# INDl:X SECT/TOWN/RANGE DATE: TO: FROM: SUBJECT: CITY OF RENTON. PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM April 2, 2004 Susan Fiala SonjaJ. Fesser ~ Jericho Plat, LUA-04-031, 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: None. 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-10-0414, respectively, on the plat drawing sheets. 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 to the City of Renton Survey Control Network. The city will check the geometry when the ties (2) are 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. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-10-Plats\0414\RV040330.doc April 2, 2004 Page2 Note _the <.late 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. 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. Note encroachments, if any. Note all easements, agreements and covenants of record on the drawing. Remove all references to the building setback lines currently noted on the proposed lots. Setbacks will be determined at the time that building permits are issued. Required City of Renton signatures, on the final plat drawing, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be provided for also. All vested owners of the of the subject plat property need to sign the final plat document. Include a dedication/certification block on the drawing. Note th.at if there are restrictive covenants, easements or agreements to others (neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat will be recorded first (with King County). The recording number(s) for the associated document(s) should be referenced on the plat drawing. The new private 20' joint driveway easements shown are for the benefit of various lots in the plat. Since the new lots created via this plat will be under common ownership at the time of plat recording, there can be no new easements established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. Add the following Declaration of Covenant language on the face of the subject drawing, !f. the previous paragraph applies: DECI.ARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial · interest in the new easement shown on this plat to any and all future purchasers of H:\File Sys\LND -Land Subdivision & Surveying Records\LND-10 -Plats\0414\RVD40330.doc\cor April 2, 2004 Page 3 I the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this plat. The private driveway (access) easements require a "NEW PRN ATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" statement on the plat drawing. See the attachment. The current position of the city concerning ownership of drainage tracts apply to this plat and should be noted on the final plat drawing as follows: Upon the recording of this plat, Tract A is hereby granted and conveyed to the Jericho Plat Homeowners Association (HOA) for a drainage 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 it the current policy of the city to permit tracts to be created, via the plat, for access purposes, in place of access easements? If not, then the applicant needs to be told that "TRACT B" must be removed and the adjoining lots reconfigured as needed. Fee Review Comments: 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-10-Plats\0414\RV040330.doc\cor ) City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET COMMENTS DUE: MARCH 31, 2004 APPLICATION NO: LUA-04-031, PP, ECF DATE CIRCULATED: MARCH 17, 2004 APPLICANT: Ter Defoor PROJECT MANAGER: Susan Fiala PROJECT TITLE: Jericho Prelimina Plat PLAN REVIEW: SITE AREA: 233,481 s uare feet BUILDING AREA ross): N/A LOCATION: 355 Jericho Ave. NE I WORK ORDER NO: 77234 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Liaht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Trans1Jortation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POLICY-RE LA 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 areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Routing.doc · Date Rev, 10/93 DATE: TO: FROM: SUBJECT: .---;f CITY OF RENTON MEMORANDUM March 31, 2004 Susan Fiala Juliana Fries (x: 7278) Jericho Preliminary Plat -LUA 04 -031 355 Jericho Ave NE I have reviewed the application for this 37-lot plat, located at the 355 Jericho Ave NE, and the following comments: EXISTING CONDITIONS WATER The proposed development is within the water service area of Water District 90 (WO 90). The applicant included a Certificate of Water Availability. According to the document, the District's system can provide a minimum of 1,000 gpm of available fire flow per fire hydra-nt. The proposed project is located outside an Aquifer Protection Zone. SEWER STORM STREETS There is an existing 24" sewer main in NE 4th Street. A storm drainage plan and drainage report was provided. The applicant is proposing a detention and water quality vault. This project drains to Maplewood Creek. · There are no curb/gutter, sidewalk or streetlights on NE 4th street, fronting the site. CODE REQUIREMENTS WATER 1. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. SANITARY SEWER 1. A sewer main extension to connect to the existing sewer system 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 Hoquiam Ave NE, by gravity as far as possible. 2. Sewer main shall be extended to provide sewer to all lots. 3. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 4. This parcel is 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. · 6. These parcels are subject to the CENTEX Latecomer fee. Fee has been determined to be $72,977.96. Fees are collected at the time the utility construction permit is issued . . SURFACE WATER 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. TRANSPORTATION 1. 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 street, along Hoquiam Ave NE and along the frontage of the parcel with NE 4th Street. 2. The proposed private road for access to lots 29-34 is too close to the intersection of Hoquiam Ave NE and NE 41h Street. We recommend that lots 32-34 have access from a private road between lots 32-37 and a private driveway provide access to lots 29-31. 3. Dedication of 5-feet of right-of-way will be required fronting the site in Jericho Ave NE. 4. Corner lots shall dedicate a minimum radius of fifteen feet. 5. Dedication of a minimum of 20-feet of right-of-way will be required along Hoquiam Ave NE. The width of the ROW dedication shall be determined upon alignment with existing street across NE 4th. 6. Channelization will be required along the frontage of the parcels with NE 4th Street and Hoquiam Ave NE. . 7. 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. The new internal access street shall be located so that the north curb line is a minimum of 160 feet from the south curb line of NE 4th Street. Note that the Traffic Analysis Report by Gibson Traffic Consultants dated Feb 3, 2004 estimate an average queue length of 164 feet tor future 2005 PM peak with this project, for the northbound Jericho Ave NE at the NE 4th Street intersection. 5. Development Services shall approve roadway section on Hoquiam Ave NE based upon design requirements for proposed traffic signal. The design shall accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street. cc: Kayren Kittrick !-.,}._: \ City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Y:i <v COMMENTS DUE: MARCH 31, 2004 DATE CIRCULATED: MAR5H4?'. ~~~ p r F'>. fl p '. r,~\ \ APPLICATION NO: LUA-04-031, PP, ECF \'" t ts IE ., ,.•; 111· ~ I I 1:' APPLICANT: Terry DeFoor PROJECT MANAGER: ! ' ). Sus~n-F_a a '' 11, ' PROJECT TITLE: Jericho Preliminary Plat PLAN REVIEW: : ! I '\ ,\ I MAD '11 Sl ?OM !' I I' I 'U)\ ., I '""'" -I u I ~ 1t.-, SITE AREA: 233,481 square feet BUILDING AREA (Qross): Nil,\ LOCATION: 355 Jericho Ave. NE WORK ORDER NO: 77234 I CITY OF F~tl.~QN_ -' ~ \. • -·'·"' C ''"'•"·•" j SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and PreHffilflaryi"tatapproval tor a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots·are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and rigt,t-of-way dedications are required for the plat. 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 Earth Housino 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 10,000Feet 14,000Feet .. B. POLICY-RELATED COMMENTS C. CODE-RELA ~ED COMMENTS . _/ . ~ vU Ca wt.WI 1 t,1,/e;; . DATE: TO: FROM: SUBJECT: CITY OF, RENTON FIRE PREVENTION BUREAU MEMORANDUM March 19, 2004 Susan Fiala, Senior Planner I /JJ . Jim Gray, Assistant Fire Marshal t }€ Jericho Preliminary Plat, 355 Jeric[' 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 acces·s 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. .._ tti I?: ll)_~;a.r ~ 6:{ :::; Cl.. ,, . FBRE APPARATUS ACCESS ROADS RENTON FIRE PREVENTION BUREAU x 'f:1..fl-'130-7000 -~~~~~~:~~~:~:~~~:1~~~~:~~:~~~~~~~=-:.·:: .. ·::.·::.·:.·::: · .. ·:::.·.·::.·:::: .,-:~=~~~~~~~~~i~~~~~:;~:~~w~~~~~~~~~~~~n; :::·:~~~~~~~~~±~~~~~~~~=~::::~*::~ :~=:~~?:::.:~~=~=· ·: . ::.·::.::.-..·.·::::.·.:::::::.·:::.·.:::.·:.::::. :.·.·:: ................ . ··:.·:.:::::::::.·::::::::.·:::.·:. . ... :.·. :::.·: . . \ .... ::1 ...... : .. ········••···· ................ . ................. .............. . ·············• ............. . ········•··••·· ··•········•··· .............................. .............. ··············· ::::::::-10{:~: ::::::fJO.\:: . . . . . . . . . . ···········•·· ............. . ---·-········· ········-······ .. lC) "t- ··············· ··············· _ ___,.. _______ .....,,.._ City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: swQaoz.-/0~~.v(" COMMENTS DUE: MARCH 31, ,2004 APPLICATION NO: LUA-04-031, PP, ECF APPLICANT: Terrv DeFoor PROJECT TITLE: Jericho Preliminary Plat SITE AREA: 233,481 square feet LOCATION: 355 Jericho Ave. NE DATE CIRCULATED: MARCH 17, 2004 PROJECT MANAGER: Susan Fiala /J/N'I ~/J PLAN REVIEW. -.L Cv 77t J%r[,.,,';Z.,c,' // . BUILDING ARl=)I( (gross): N/A I WORK ORDER NO: 77234 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) · zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health i Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment -10,000Feet 14,000Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application wit particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe 'additional infonnation is e7ded to properly assess this proposal. Signatur RoiJting.d 3/3{/t?'/ Date Rev. 10/93 City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'P(g.V\ ~le.\(,) APPLICATION NO: LUA-04-031, PP, ECF APPLICANT: Ter DeFoor PROJECT TITLE: Jericho Prelimina Plat SITE AREA: 233,481 s uare feet LOCATION: 355 Jericho Ave. NE COMMENTS DUE: MARCH 31, 2004 DATE CIRCULATED: MARCH 17, 2 PROJECT MANAGER: Susan Fiala PLAN REVIEW: BUILDING AREA (gross : N/A I WORK ORDER NO: 77234 OPMENT SERVICcS CITV OF RENTON 200~ SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10)zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Housinq Air Aesthetics Water Liqht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS .se.e. ~Juul 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. 3,/3,//04 Date Rev. 10193· CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONT ACT: SUBJECT: March 29, 2004 Susan·F1c/ Rebec~Lmd Don Erickson Jericho Preliminary Plat, 355 Jericho Avenue NE; LUA-04-031, PP, ECF Staff reviewed this as a pre-application on December 31, 2003 and at that time recommended against supporting this application. Concerns related to the proposals siting along NE 4th Street, a major community arterial and gateway street with R-10 units sited within 15 feet of the arterial right-of-way and the lack of plans for a landscaped setback. Other concerns related to a proposed cul-de-sac on NE 3rd Street. This latter has now been deleted and the street extended westward to Hoquiam Avenue NE, creating a more interconnected development. In terms of the street edge treatment along NE 4th Street staff do note that the latest drawings indicate that at least nine (9) existing fir trees in the rear yards of Lots of 29 and 30 will be retained. However, without covenants to restrict their cutting the owners of these two lots could remove these trees whenever they wished. The applicant should also be required to submit a landscaping plan showing how the planting strip between the sidewalk on NE 4th Street and the development's northern property line will be treated. Typically, planting strips abutting a property are landscaped and maintained by the adjacent owners. Recommendation: Defer supporting this preliminary plat until the applicant submits landscape plans for the treatment of the planting strip abutting their property along NE 4th Street. Such plans should indicate the size and species of proposed landscaping as well as details for any fencing. Attachment cc: Don Erickson Document2\cor . ) CITY OF RENTON ECONOMiC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: December 31, 2003 TO: Susan Fiala FROM: Rebecca Lind STAFF CONTACT: Don Erickson SUBJECT: Jericho Preliminary Plat, 355 Jericho A venue NE; PRE 03-089 The applicant is proposing to subdivide a 5.33-acre site into 36 single-family lots. The western portion of the site is designated RO (Residential Options) and the eastern majority of the site is designated RS (Residential Single Family) on the Comprehensive Plan Land Use Map. The site has split zoning with 1.09 acres in the R-10 zone and 4.24 acres in the R-8 zone. Thirteen lots plus a drainage tract would abut NE 4th Street, a major community arterial and gateway street. Concerns have been raised by the public about the failu,re of recent subdivisions addressing this major community arterial in terms of the lack of street edge landscaping and/or its poor maintenance when provided, and the architectural treatment of abutting (highly visible) residential dwellings which typically tum their backs to NE 4th Street. Staff has recommended the adoption of mandatory landscaping improvements for new subdivisions abutting such major community arterials but these have not yet been promulgated. Analysis: A number of relevant Comprehensive Plan Land Use Policies affect this development (see attachment). The applicant's proposal meets the intent of Policy LU-35 in that all the proposed R-8 lots are 4,500 square feet or larger in size. In regards to Policies LU-40, LU~70. and Policy LU-80 relating to street locations and configuration staff note that the applicant is proposing a cul-de-sac configuration even though a north-south street already exists through the middle of the western portion of the site. Policy LU-70 clearly discourages the use of cul-de-sacs when other options exist, such as the widening and improvement of Hoquiam A venue NE with NE 3rd Court intersecting it rather than becoming a cul-de-sac, as currently shown. Although the R-10 portion of the 5.33-acre site apparently achieves a minimum density of 8.7 units per net acre it does not really achieve the intent of the R-10 zone which, .. "is established for medium density residential development that will provide a mix of residential styles including detached dwellings or semi-attached dwellings on small lots, attached townhouses, and small- scale attached flat dwellings." With a preponderance of the site already single-family detached in the R-8 portion east of Hoquiam A venue NE, it would appear that here is an opportunity to provide semi-attached duplexes or townhouses so as to create a "mix of residential styles." Policy LU-51 clearly states that the intent of the RO (Residential Options) land use designation is to achieve net densities of at least 10 units per net acre and if "100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre." If the Jericho Preliminary Plat, 355 Jericho Avenue NE; PRE 03-089 12/31/03 2 applicant is not interested in doing semi-attached or attached units such as townhouses in the R- 10 portion of the site, he should try to achieve a density higher than only 8. 7 units per net acre. In terms of street layout and interconnectivity, Policy LU-70 states that "streets, sidewalks, pedestrian or bike paths in a neighborhood should be arranged as an interconnecting network." The current proposal fails to meet the intent of this policy since the proposed cul-de-sac does not connect via a pedestrian pathway or other means to the R-10 portion of the site west of Hoquiam Avenµe NE. Basically, the R-8 portion of this proposed subdivision functions independently of the R-10 portion to the west and turns inward on itself, away from both Hoquiam Avenue NE and NE 4th Street. Recommendation: Do not support this proposed subdivision as currently configured since it fails to comply with the intent of many of the policies for both the RO and RS land use designations set forth in Comprehensive Pian (see attachment). Attachments cc: Don Erickson H:\EDNSP\Interdepartmental\Development Review\Preapps\Comments\RS\Jericho Ave Prelim Plat 11.doc\d Jericho Preliminary Plat, 355 Jericho A venue NE; PRE 03-089 12/31/03 Relevant Comprehelllsive Pian 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 con.figurations, and b_uilding · 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 multi-family 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 devel~pment 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. The extensive or predominant use of cul- de-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. Policy LU-80. Land should be arranged in blocks divided into lots with all lots required to front on a public street or a park. H:\EDNSP\Interdepartmental\Developnient Review\Preapps\Comments\RS\Jericho Ave Prelim Plat Il.doc\d ) City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ee..o&'\~ c. ()iz_v. COMMENTS DUE: MARCH 31, 2004 APPLICATION NO: LUA-04-031, PP, ECF DATE CIRCULATED: MARCH 17, 2004 APPLICANT: Ter Defoor PROJECT MANAGER: Susan Fiala PROJECT TITLE: Jericho Prelimina Plat PLAN REVIEW: SITE AREA: 233,481 s uare feet BUILDING AREA ross): N/A LOCATION: 355 Jericho Ave. NE WORK ORDER NO: 77234 AN SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Earlh Housina Air Aesthetics Water Liaht!G/are Plants Recreation Land/Shoreline Use Utilities Animals Transporlation Environmental Health Public Services Energy/ Hislonc/Cultural Natural Resources Preservation Airporl Environment 10,000Feet 14,000 Feet B. POLICY-RELATED COMMENTS I 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 needed to properly assess this proposal. · Signature of Director or Authorized Representative Routing.doc Date Rev. 10/93 City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET COMMENTS DUE: MARCH 31, 2004 APPLICATION NO: LUA-04-031, PP, ECF APPLICANT: Ter DeFoor PROJECT MANAG PROJECT TITLE: Jericho Prelimina Plat PLAN REVIEW: SITE AREA: 233,481 s uare feet BUILDING AREA (gross : N/A LOCATION: 355 Jericho Ave. NE I WORK ORDER NO: 77234. SUMMARY OF PROPOSAL: The applicant is requesting Environmental {SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 {R-8) zoning designation. The 1.09 acre parcel to be-subdivided into 9 lots is within the Residential -10 {R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Earth Housing Air Aesthetics Water ·. Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services ,r Energy! .. Historic/Cultural Natural Resources Preservation Airport Environment r 0-,() f\1LOvl, ~ 'ffiillij l'\'\ i n i ma l i m pD. d J 10,000Feet \ 14,000Feet B. POLICY-RE LA 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 areas where additional information is needed to property assess this proposal. . . cPillxV . . . . Signature of Director or Authorized Representative Routing.doc Date · Rev. 10/93 ) j City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL.& DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?a"('"~.S APPLICATION NO: LUA-04-031, PP, ECF DATE CIRCULATED: MARCH 17, 2004 ~O APPLICANT: Ter Defoor PROJECT MANAGER: Susan Fiala PROJECT TITLE: Jericho Prelimina Plat PLAN REVIEW: SITE AREA: 233,481 s uare feet BUILDING AREA gross): N/A LOCATION: 355 Jericho Ave. NE I WORK ORDER NO: 77234 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Earth Housino 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 Feel B. POLICY-RELATED COMMENTS C. CODE-RE LA TED 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 aroas wh ad<fmDnaUnfvnnalk,n Is needed to properl '""" this proposal. .3 /o/ s;goaW,e of rn,ectom AolhonzedRepraseotati,e o,A .. · Routing.doc · -Rev. 10/93 ) 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." Parks Mitigation Fee City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Co~<V,C..Vi OV\ $J th , COMMENTS DUE: MARCH 31, 2004 APPLICATION NO: LUA-04-031, PP, ECF DATE CIRCULATED: MARCH 17, 20 APPLICANT: Ter DeFoor CCIITV OF RENTON PROJECT TITLE: Jericho Prelimina Plat LOCATION: 355 Jericho Ave. NE I WORK ORDE; NO: 77234 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA} Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. 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 Earth Housing Air Aesthetics Water Liahl!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural ' Natural Resources Preservation Airport Environment 10,000Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. ·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 whe dditional information is needed to properly assess this proposal. Date Rev. 10/93 Feb 06 04 04:46p Habj-,t Technologies ";r ~ 253841.1942 ) . ~ .. oEV~gi~wE~tlNG MARO· 5 2004 R~t~~~~[)) To: Jim Jaeger, PE From: Tom Deming Fax: 253-850-0155 Pages: 2 Phone: Date: 06 FEB 04 128th and Jericho Plat CC: Please find attached the field mapping for the 128th and Jericho project site. A small ponded depression was observed in the SW comer of parcel # 1523059045. Two areas within the depression were sampled while onsite. The soils were determined NOT to be of a Hydrric type. JAN-30-1999 SAT 06: 16PM IO: PAGE: 1 N . Q. N ..,. a, ,. ... .... 'I!" . a> M u, N Ill C!I .... u 0 -0 C r. u QI 1-., rr .. .... .Q ·IV J: Q. CD ..,. .. .,. 0 ..,. 0 CD C .a . QI LL. B . . Parcel 1523059045 . Project Boundry Ponded area In small ~epresslon .• during heavy rain while on site HABITAT TECHNOLOGIES -~···::.'-:.·.: :·~Q~~· ................. Parcel 1523059019 Open 3ft concrete pipe possible old well site • .. ' I Parcel 1523059047 ~ence Wetland Field Mappi~g -Field Graphic Not From Survey -Not to Scale I ..... l 8:. ~ . . Parcel 1523059033 ~tat Tech # 0400!) ~-- ~ "'·d ru .. ~ Cl H· ffi ,r-f ~ 1- ffi -~ ,r-f I ~ I ~ I, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M} DATE: March 17, 2004 LAND USE NUMBER: LUA04-031, PP, ECF PROJECT NAME: Jericho Preliminary Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a ftve parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdMded into 9 lots is within the Residential -10 (R-10) zone. The 37 proposed lots are intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. Street improvements and right-of-way dedications are required for the plat. PROJECT LOCATION: 355 Jericho Ave. NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M):. As the Lead Agency, the City of Renton has determined that significant e nvironmental impacts a re u nlikely to r esul! from the p roposed project. T herefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance oft he Threshold Determination of Non-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 5, 2004 NOTICE OF COMPLETE APPLICATION: March 17, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger Tel: (253) 850-0934 Email: jjjags@aol.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: Public hearing tentatively scheduled for May 11, 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. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: The subject site is designated ResidentiaLSingle Family and Residential Options on the qty of Renton Comprehensive Land Use Map and Residential -8 (R-8) and Residential 10 (R-10) on the City's Zoning Map. These designations encourage and permit single family residential development at a net density range of 5.0 to 8.0 du/ac for R-8 and 7.0 to 13.0 for R-10 with all detached dwellings. The proposal for 28 lots on the R-8 portion would result in a net density of 7.98 du/ac and for 9 lots on the R-10 portion would be 10.11 du/ac after the deduction of lands for streets. The proposed subdivision is consistent with both land use designations. SEPA Checklist •co:"' Development Regulations Used For Project Mitigation: 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. 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 March 31, 2004. This matter is also tentatively scheduled for a public hearing on May 11. 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) 430-7281, 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. CONT ACT PERSON: Susan .Fiala Tel: (425) 430-7382 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. ! , ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GIW'IUC SCALE 'bi-.-LJ-1 j 1111,m) ........ ....,,n........_ --~~-_,_j__ ~ ..J.__ 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 No./Name: LUA04-031, PP, ECF NAME:~--------------------------- TELEPHONE NO.:--------- .. Kathy Kwlker0 Wheeler, Mayor _ March 17, 2004 . Superintendent's Office _ Renton School District #403 . 300 SW 7lh·street. · Renton, WA 98055-2307 _. Subject, Jericho Preliminary Plat LUA-04~031, PP, ECF <CJITY ~ F RJEN'JfO.N Planning/Building/Public Works Department · . Gregg Zimmerman P .E., Admin~trator The City of Renton Development Services Division has received an application.for a Prelirilin~ry . . · Plat located at 355 Jericho Ave. NE. f:'lease see the enclosed Notice of Application for further details. . . . In .ordetto process this appHcation,the Development Services Divi~ion needs. to khow which· Renton schools would_ be atte,;ded by children ·Hving in residence~ at the location indicated --above. Piease fill in the appropriate schools on the list below _and return this letter to my attention;' Development Services Division, City of Renton, 1055 South Grady Way, Renton, · · Washington 98055. · ·· · · · · · . . . ' Elementary School:_· --------~--,--~---~-~--------~ Hig_h School: ·-___c.--''----------'--'---,---~-a.,---~---'---~-----'------~ Will the schpols you tiave indicated be able to" handle th~ impact o(the additional students _-estimated to come from the proposed de.v~lopi:nent? .. -· Yes · . No . . . Any_ Comments:_--'-"----'-"--"--------'----~------------- · Thank· you for providing this impor1ant inform.ation. If you have any questions ·regardin-g this · · project, please contact me at (42.5) 430-7382 .. . . Sincerely, Susan Fiala . Senior Planner Encl. -~ -----'--..,.--_ -10_5_5_S-ou-th_G_fll_dy_W-. __ -ay-. --R-_e-n-to,.,..h-, W-as-h-in-gt_o_n_9_8.0_5_5 ______ R E N T O N @ This paperrontains 50% recycled material,~. post consumer AHEAD ·op THE CURVE Kathy Keoitcer-Wheeler, Mayor Clr'JfY ~. F REN'JfON Planning/Building/Public Works Department Gre~g Zim'1}erman P.JE.,Administrator March 1.7; 2004 · James Jaeger Jaeger Ellg1neering 9419 S 2041h Place Kent, WA 98031 · ·subject: Jericho Prelimin~ry Plat · · LUA-04-031 ,.PP, ECF Dear Mr. Jaeger: The Development Planning<sectiori. of' the• City of Renton has .determined that' the ·. subject application is complete according fo suqmittal ·requirements and, therefore, is·. ·: . accepted for review. · · · . It is tentatively scheduled for ~nsicl~rati~n b'y the t=nvimnment~I Review Co~mittee ori . . April 13, 2004: Prior to that review, yqu: willJ>e rjqtlfied if any additional jnformation. is . required to continye propessing youf applicatick1'. · . · · · · · '.·A Public Hearing will be held by the Henton 'Hearing EXi?miner in the Council Chambers' .on the seventh floor of City Halt;.1055 South Grady,Way;Reriton,.Washington, ori May ·· 11, 2004 at9:00 AM to cdnsider'the PrelimiharyPlat The applicant or representative(s) .. of the applicant are requir~d to be present at the public hearing. A copy of the stafL .. repqrt · wi,11. · be mailed to you 'one ·we;ek 'before ·.ttle ·hearing: ·. If ttie · Erivironrrjentaf. Determinc1tion is appealed, the appeal wHI b~ he~rd as: part of this publiChearing. · Please cont~ct me ~t (425) 430.:7382 if you have any questio11s. · . ~ ' ·- Sincerely, '•/·, ' ~· ' . Susan Fiala . · Senior Planner cc: Ribera-Balko Ent. Family Ltd. Partnership, Howard & Patricia Banasky /Owners Terry_ D~FociUAppHcant . . . . -----~.-0-55_S_o_u-th_G_ra_d_y_W_a_y_.--Re-n-to_n_, W-as-h1-.n-gt-on-98_0_5_5 __ -'--'----~. @ This paper~ 50% recycled .:naterial, 30% post consumer AHEAD OF T~E: CURVE ' -- -· City of Renton DEVELOPMENT PLANNING CITY OF RENTON LAND. USE PERMIT MAR 0·'5100\MASTER APPLICATION ; ' ·- PROPERTY OWNER(S) NAME: How~i p~, .~ ~ .. 6MJPt"S/t-'( - ADDRESS: l4o2 t-,..\ • 2Co -sr: CITY: R~N, Wftt.ZIP: q~o5Ct, / TELEPHONE NUMBER: ' . APPLICANT (if other than owner) NAME: r~~i De. fuo«. COMPANY (if applicable): G \J-..J C-.·~c. ADDRESS: 241.a::>~ NE l33 sr. CITY: Du" l\l-L . \NA. ZIP: 9~01~ TELEPHGE NUMBER 2,D&) <rcr9 -62> 7 4 CONTACT PERSON NAME: .3~rnes · 3A-G.e.6R. ...,.. COMPANY (if applicable): -.-EN G. I N c£R I t-,.1 G, -J A-Ehr= ..R.. ADDRESS: .. <:t4l9 s. 2P4 PL. CITY: ZIP: K~r. \JJA-. 9'0D3( TELEPHONE NUMBER AND E-MAIL ADDRESS: (2~3) 850-O'f3~ jjj ~~s@, a.ol. tD Q:\WEB\PWII)EVSERV\Forms\l'Ja,,ning\mast=lpp.doc0&'29/03 PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: ..::r ER.\ CHO f Lf\-1 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: PROPOSED LAND USE(S): · ... ····Res~n L-· EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: UR.f3AN--stDE-N TiY-\L PROPOSED COMPREHENSIVE PLAN tlAP DESIGNATION (if applicable): NA EXISTING ZONING: R-43 i R -10 PROPOSED ZONING (if applicable): NI\ SITE AREA (in square feet): / '3fu, 00 / SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 33rO(p Sr Rto '3lt2 ... (~10 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 1. Cf '2> R (o IO, ll R l O NUMBER OF PROPOSED LOTS (if applicable): 20 R'b Rio . ( NUMBER OF EXISTING DWELLING UNITS (if applicable): Z. + I SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): U 'I' ~o-v-> n SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Ncrne,. SQUARE FOOTAGE OP PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): Nll"NL SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN if applicable): ~ cr"'f',R... NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N o-,(\,ll..- NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): ~~ PROJECT VALUE: 1, .-0 SD, ooo IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (if applicable): N0 AQUIFER PROTECTION AREA ONE AQUIFER PROTECTION AREA TWO FLOOD HAZARD AREA GEOLOGIC HAZARD HABITAT CONSERVATION· SHORELINE STREAMS AND LAKES WETLANDS LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) sq. sq. sq. sq. sq. SITUATE IN THE NF-QUARTER OF SECTION JS-.TOWNSHIP 2.,3 .RANGE 5 .IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for. 1. 'yP£L., \ fil rL AT 3. 2. ::SGPA. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP ft. ft. ft. ft. ft. ,. (Print Nam.,,,) ~ '.u-it b,ntl'I, ITTj /r~.lntla AnnfailW&/1-that , am (please ,hock one) V the rurrent owne, or the pn,porty involved m this application or. . the auttiorized representative to act fo~ 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 bes f my knowlEldge{and belief. ,Ill) , Utt. , ~naw, -1 I certify that I know or have satisfactory evidence that ' •. I . '.· ~ . nv,S h, T C, l JT/ I I }-)0-J,t /<-l,1 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. (Signature of Owner/Representative) (Signature of Owner/Representative) Notary (Print). A.L.T.A. COMMITMENT SCHEDULE A Page 2 Order No. 554825 The land referred to in this commitment is situated in the State of Washington, and described as follows: The west 277.5 feet of the north half ot' the northeast quarter of the northwest quarter of the northeast quarter of Section 15, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 30 feet thereof for County Road; ALSO EXCEPT the south 12 feet of the north 42 feet thereof conveyed to King County for road purposes by deed recorded under Recording Number 5823643; ALSO EXCEPT the south 3 feet of the north 45 feet thereof conveyed to King County for road purposes by deeds recorded under Recording Numbers 8709280693, 8709280695, 8709280696 and 8709280697. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a comJ:)lete legal description within the body of the document. NW NE 15-23-05 •• ·~ . ,r""'\ . . • •. ,..,.,.,__ \.. ~------ A.L.T,A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the State of Washington, and described as follows: The east half of the northeast quarter of the northwest quarter of tl:ie northwest quarter of the northeast quarter, Section 15, Township 23 North, Range 5 East, W.M., in King·County, Washington; less County Roads; and less coal and mineral rights. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn. NW NE 15-23-05 ~ ,~"';.-~,;.·.. :4 ·t-.;l ........ -~---------l, • .1 I'll! EU)PMENT pLANNlNG EV CtTV OF REN10N . City of Renton MAR 0~51004 LAND. USE PERMIT ·. -.... R~t~q~~rg MASTER APPLICATION PROPERTY OWNER(S) NAME;: G.W~C. .~C-... . ... ADDRESS: 2..4Co33 Nil=-\33 Sf· CITY: Du" it\LL. , \;JA,. ZIP: q£bo,9 TELEPHON~UMBER: W{Q) <¥tcr-~0,4- .. APPLICANT (if other than owner) -NAME: TeR.(<..1 De.. Foorz COMPANY (if applicable): Gwc. I ~C.. ADDRESS: 24la~~ NE \33 sr. CITY: Du\JJ\U.-, \NA. ZIP: 9~01 Cf' TELEPH~E NUMBER . · · ZOG;.) 'r<t9-6<o 7 4 CONTACT PERSON NAME: :J~rnes ~PrE-GER ·. COMPANY (if applicable): -. E-N G.. I N EE-R 11'1 G '' A-Er-F.D ADDRESS: C,4l9 s. '2.04 PL. CITY: ZIP: \<.Srv. T I \N fr . 9'003 ( TELEPHONE NUMBER AND E-MAIL ADDRESS: (2 '::>3) 860 -0'134 jjj o...~'S@-Qo I. t:.o Q:\WEB'.PW\DEVSERViform:s\P1a.,nir,g\mast=ip;,.doc0&'2.9/03 .. - PROJECT INFORMATION .PROJECT OR DEVELOPMENT NAME: ;r E.R.\CHO PL~T PROJECT/ADDRESS(S)!LOCATION AND ZIP CODE: EXISTING LAND USE(S): PROPOSED LAND USE(S): Rt=st.PBt-.ln EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: UR5AN--slDENTa',L PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): NA EXISTING ZONING:. R-t2> { R-10 PROPOSED ZONING (if applicable): NI\ SITE AREA (in square feet): 1 <.aw ( 00 I SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 33tOCP Sf R42> '3lt2-(R..10 PROPOSED RESIDENTIAL DENSITY iN UNITS PER NET ACRE (if applicable}: 1. Cf'o R'o JO, ll R lo SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if epplicabW): U ~ k'.,NC) U' ~ . SQUARE fOOTAGE OF EXISTING RESIDENTIAL · BUILDINGS TO REMAIN! (If aPPbble): NONE. SQUARE FOOTAGI:: OF PROPOSED NON-RESIDENTIAL BUILDINGS (If ap~): }\\. OWE SQUARE FOOTAGE OF EXISTING NOM-RESIDENTIAL BUILDINGS TO ~MAIN (if $ppl'ecable); t,.fiot.1.\E. NET FLOOR AREA OF NOIIS-RESIDENTIAL BUILDINGS (if a~e): ~ov,JE. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if appliceble): t-\ot,.!6. TO: 123939q7945 PROJECT VALUE: IS THE SITE LOCATED IN A.NV TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUOE SQUARE FOOTAGE (if applicable): Cl AQUIFERfROTECTION AAEA ONE . ~· . Cll AQUIFW.ROTECTIONAREA lWO ·:~ao O FLOOD HAZARD AREA 0 GEOLOGIC MA1.ARO 0 HABrrAT CONSERVATION ' c SHORalNE STREAMS MID LAKES a WETI.ANDS ~Ot,,.Ue. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ . SQift. ___ sq.ft. LEGAil DESCRIPTION Of PROPERTY (Attach leaall deserilJtioo 0111 separate sheet with the fellowing information fincDuded) SITUATE IN THE 1'1e: QUARTER Of SECTION lS'. TOWNSHIP 23, RANGE~. IN THE crrv OF RENTON, KING COUNTY, WASHINGTON. . TYPE OF APPUCATBON & FEES List all land use applications being applied! for: 1. PRcL~M. . rLPt-T 3. 2. 5£:WPt 4. Staff will calculate applicable fees and postage: $ AIFIFIIOAVBT Of OWNIERSHBP Notary PIA)lic in end for Ute State oAMasllioglc,11 Cuu,v;y 'P- (Signature of lmncr1Repres81\latlve) Notsry (Print) RoBE7?1# tJ EJvo /Z,-b3 Q :\ WEBIPW\0£VSER. V\f onns\PL'lllning\mBlilcrapp dncOll/29/03 My appointment e.,;pires:,{}4 C, 4,.fr .;J.. ?_· d-,o d {:- ROBERTA M. ENDRES Notary Public, State of Florida My comm. expires Aug. 28, 2006 No. 00145735 U~/04/.:'.Ul.i.1 11.:ll tl'.T. i;i:)b;j{ Jjbf PARCEL A: CfilOlGO TITLE INSURANCE 00.MPANY A.L.T .A. CX)MMJ'I'MENT SCHEDULE A (Continued) OrderNo.: 1113793 YourNo.: LF:Y"Y/GWC LEGAL DESCRJPT.ION EXHIBIT (Paragraph 4 of Schedule A continuation) THE EAST 105 FEET OF TIIE NORTH RALF OF TH£ NORTHtAST QUARTER OF THB NORTHWEST QUARTER OP THE NORTHEAST QUARTER OF SECTION 15, "I'Cn\.'NSHI? 23 NORT"ri, ~GE 5 EAST, WILLAMETTE MERIDihN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET nmRBOr' P'OR ROAD; N.SO EXCEPT TiiE NORTH 42 FEET Ti-:EREOF CONDEMNED IN KING COUNTY SUFERIOR COURT CAUSE NUMBER 632233 FOR SOt:TI'HEAST liBTH STREET. PARCEL B: THE h'EST .·.30 FE~ OF .THE EAST 135 FEET OF. TrlE NORTH HALF OF THE NCRT"rlEAST "QUAATER OF. THE·· NORTHWEST "QUM.TER OF TP.E NORTHEAST. Q'u.AATER .CF SECTJCN 15, 70WNSHIP .. 23. NORTH,. ~GE: 5 ~T. :,.wn.LIAMST.TE, MERIDIA.~, ·. IN. KING COWI'Y, WASHINGTON; .EXCEPT TH'S NORTH 30 'FEE': .. 11-:EP.EOF .LYING WITHIN 'I"F.E RIGHT OF WAY S0u7~EAST 128TH STREET; ALSO · EXCEPT THE SOUTH 12 FE:ET OF T".i-iE NORTH 42 FEET OF" SAID S05DIVISION CONVEYED TO KING COUI\71' FOR ROAD PURPOSES BY DEED RECOR~ED UNDER RECORDING NUMBER 5023642. SEP-4-2003 THU 04:38PM IO: PAGE:3 @N GIE@RG!E SYIEDfNlBRIENINllER, GREAV PIRllESS IRE!I.Ail'D@INUl @IF: 111 always return your calls, but don't phone • meagam. THE 365 STUPIDEST THINGS EVER SAID™ CALENDAR §.: -,--. (./LA.,C/ -· ~ .. ',• www.pageaday.com • Workman Publishing ~ar 04 04 09:45a Terr~ De-Foor. 239-389-8874 ' • .-...../ 09/03/200312:24 FAX 206 6~ T39 CrI RES ESCROW 70l PJP'l1{A VENUE. SUITE lBDO, SEATTLE, WASHINQ'I'ON !lU04 mo~~8-11"141 ErAX: ~ ESCROW SERVICES STATEMENT CEaTil'IEI> UMI'IE[) P.RACTICE Ol'l'IC:l:RS MAY RBNDEF. SERVICES AlTIHOlUZED BY APB.12RULE ONLY UNDER THBFOLLOWING CONDfflONS; 1. Agreem~1 of U= pllI'liea: Prior to tac pczfcrmBDi:e ot 11,c; ~ all pmtic:3 to the trl11181lCtioD shall !me agreed in 'llriThlg ti) 1ho ba9c t=ims anti mnditiom af the~ 2. Pisdasure m the :Parties: TJir, Otlieet sfla1I ~ the pal1i= of the fuUuwmg Jim iWlons of SIZ'liu:: (a) 1'bt th: Officsisn.Dl aamgaa lhc d.vocatc or :repRsmtalm= afthe parli!ls!u:reto; (b) Thattht doCIIDl.l:IID ~bytheOilwerd nffcd Cic;lcplrlghts o!thepartiesherem; (c:) Tharthoputn,5•n,'tl:lt:51ll in the d'acnmealJI di.ffem; ( d) That the particl Jiavc a righI t0 be rq,resllllttd by 8!l!lrl1eys of dielr own dloosmg and 11< their OWD c,ipcnse; (e) Tba1d.,, OJ!irm: uu,ynoa and callllOt ~ myl.egill ad<ric,as ID dm 1mmm:d11 wbldtdu' dOtt1111mrc affea: rlie lep1 rights Qf tbr. partii,s. 3. ~follawq d=un=ts ha\'I; bc:ea. pn:p:m:d 81>dselectedby the Offket: Sl'l!aAJ. W.Allltl\HlYDBEO, l!XasE 1'AXAPl'IDAvr1 s. Other. !!SCHOW :;o. CXlll.13793 ~ rAl'lCEl.1~~~ ::~~ llMJ1mll'RAC'J'ICBOPPICBR: ~~~ -. SARAF. SMmi'. I.PO '12439 .• FEB-26-1999 FRI 09:37AM ID: p. 1 PAGE:1 ~ar 04 04 09:45a Terr~ Def'oor 239-389-9874 0110312003 12:!4 F..ll: zoe er ~39 Cl'J RRS ESCROW 7Dl.FIF1'8 AVBNI.Ja SUl'ra 1800, mA.'l'TIJ3. WASRlNGTO~ 9&lJ>4. Deitc:; IISCIIDWNQ, 'lfflJl QlmBR.NO. PBDl'BlitIT: BU!ml: Sl!l'IUlllQR3, 2003 00lll3ffl <IOlll3793 ESlCROW INSTRUCI"IONS PA:B.CBL~&~Rm,TOM, WMHINGroN GWC INCORPOliA'.DiD - TO: anCAOO '111LEJ!NSmv.NCE COMPANY 7al Pll'lH.A~smTBI.SOO S2AT1UI. WASDINO'l'ON '310$ SEllBR ht;n:iD .shaJl dcpcsa""tb. c:acrow IIIW!rt=.,e blsttuctioMthft ~ .IU!Al.Em\'l'l:IPm!.CUASBANJ>Sl\l.8A<Jl!J:!INEN!'&:AD~'OMli'JllBllEI'O,[l'ANY' ES'.l'JMA'l'BD mro.EMlltf1' SJ:An'.MENl' l'BDMB: (211d)jr.,&.9'14l Ml'{: ~ NOTICE: 'tBBESmfA.'mD Cl.oSINu 5TA'IJ!NllNl' lSsualBCI'TI) C1111NGES, COllllECltONS/IIIID[D~T'T.KS'IIMBQfl'JKAI..CCMPtn'A'l'(QNOP a.osu,,o EiSC'l«IW'STATflMUM'. SPEGAL WAl\BANrYDBllD EXaSBTAXAFPIOAVtt" TtlXEAYml~~.sOUOTA7ltJN 1'111ichyo11.ue fflstruclBd to ~. ?dcaae mi4/m record when )'Q1I haw fur dm a=mm afrbe m:llar TWO:HtlNDlW>'DiOt.lSANDANDIJO/lOf) (DlO,OQO.OG ) snbject: to mny c:IJmp, and/or aedlt& amlrcrized herein and F'URCHASEl'i.. hcrCM'lh dC(IOllits wjjfl. escruw: NO'fnN(DDHBDOF!mJSI'lNPJ\.'YOROP'REI. ~"tAnll'IWPEK111lSU.C R/ND5 AS IIJ!QL'IREO 'IO Cl.0£8 ESIIMA:rl!I) SEI'llJlMENI"ml.'.IEMl!NI' NOTlte: 'l'HBIBS1l.1141\'1'1!DQ.051NOSI:A1l!ME!\TlS&IIB1ECTTO<JiANGi!S, CORRllCllONSAND/O!I.ADDmONSATTBS'IWEOPPINALOOMP(JrA'lUINOP ~ l!SCl!OWSTA"JE'll~l'iT. @003 l. When you me ahk to close accmdmg to~ temis 311d. ccmditillzr& $et fl.tltll is, th,, Real BdalBPllmwe lllldSale Agrumen& -4 ~ lllta:h~ U>en:.lo and in complimrm "lilh these imtroctions, mid mm :,our policy (at poli.ci9) af title illSlll'i1m:C in tm: a.mount ( ar amllllll1ll) as~ SfAN>AN) OWNl!k'Sl'tlUCT ~'BING Btl'YEl.l.lNJ\MOtJNt' O'PSALl!.Pmm EXIl!NDEDI.91DBD.'SP0UCYINSIJ1U!olG~ElUKAMOllNr01'1.0AN amtammg the m.,urnlf'~ rxcqirion5, nd11SUJZY, ~ 811d .slipu]atiims a.s amtamed mramrnitcnetrt imled 'llnder JGlll1ber OOUl3193 n1ldcr whi.chpeiti.es ~hawfflltd aud approw,d, amt a. c-di!iom;, r~ar r~ asmaybo ~in the plat<11 Federal or Stale pate,al&. b. M.iatcra sttachiug by, tlu:1:,u,di er amd.:£ 1hc (mulee C. Sp:cinl Em!ptiaus . 1nmDUGH8 2.. Yau an: ~ to disbunz ilepoaitetlfuudi pnnD!ml to doame Cblie:m.ait(s) a:a:ammed and app100ed byOI~ ~ hfll'ClO mui by cbis n:lt:rcna, madc a part liatoL Certain items shalvi1 on me cloaag statements IIIIIJ' be ~f! only az,d the .fiaal ligurcs '.lllay be !llijusicd la 11C"IX1IIJJMC!a1c Cllld flmacalB ~ at the tall& af disbul se.meat. -·- FEB-26-1999 FRI 09:38AM ID: p.2 PAGE:2 ~ar 04 04 09:46a Terr~ Def"oor 239-389-8874 ..... _.- 09/0S/!OOS 12;24 FAX 208 8' ~30 li!I004 ESCROW 1NS1'RUC'Jl10NS 3. Tbc uminzigned i.-eJl3Zlliu.eel llllllh=cby ~ for US$ ill dds eGCl'O<'l'the doc:llmezds dmlbcd ~ 11S to t:tmmat and form. 4. Assume I\ pt:r diem ba&is.izl anypio-.-atchcre:m ~II.and aaq pmi:sottuv,ise~ yea, :,OU BB lx>llSe the . !nformatinq amramed.m die 18.S\ available lml:tibltll1llCIIZ as~ by the 111:lk:f. bcm:tidary's ummcur, and fn . ~ p<tlciai d~re4 iilto mcrowforlbc ~provided~ 5. Allm.om,yma:m,d byytJU ill this csao.viD lo be deposited in.yo:m ll'll8t aaxJllll:tpmum,gdming. It iaundentood lllat *11 dm:s, 1DDDey atdms ar drall:!i v,iU be~ for mlltdinnm tmo nmmlll C1JDJR1 ~ess. You may mmmingl" ·fawb .rcccmdin tlii$ asac,w"41h cr.cmv,,flmds of othms, rmd )01).Dllly, without Jimmdflm, deposit such fads in your QlStDdlalor =-~ts with 81lfrq,ut,,ble trusl ~ banl, 6IPmg5 bank, liRllgli assadamm, er otlu:r fmmdal. semces mRil:y,indudillg anydiliarectChicagu Tith, Imurance Compaii:y. Yllllslmll be under .a,1 obligatimt ta invest dzt, mmla c1apositcd with.JOU cm. beliaff of tar/~. nar olmD ~ be ewmmrabln rm rm.y esnangs ar ~ beGdit:11 atrnbmahle to the fuQdg ~ }'(Ill ml!J recem 'li1lu Jllllho!d &11cb.fmtds. If fur rm.y IQlliQD.fmids ;ttC n:tamr,d. oi RmlE tn l:8CtOW after tho c::lo:smg ~. :,nu arc~ b) dcduG thudrom a reascmah!c i:lmgc as custom. 6. Youare~chatal111lmu:yanddommcutsTCqllircd.bJJVlllim:inahallbcdcposi~wi~)'l1u<marbaforo SE.PTBl'4&Ell. 3, 1.003 • If tlds caauw q 11ot been. lllaeecl in a cmut;rian u, dasc by &aid ~, the ablMl ill:m$ ~ by.ma (as) are to benlllnled tome (VI) upcm ~CD dcm.aml, at...dudt timcl/v,'e '111.ilJ payall.jWr dwgcsin~~but mtbe ~ ('6mch'Writtm c1moaml, yau'Wi!lprocecd~ dime~ :is SOOll 8' pt..d:icable. 7. 11mJc dosiiif l:IICIO'l1iaslruaionJ may be a,:cuted in~ts ~like~ asif all signature& appea,n:.d on a ~ cr,py. FAC&imil~ ~ of. ccrtllm di1mD11:Dla IJ1llY be accepted. s lhc dlsaCb03I of Cfiir.aJo Tltl8 ~ CampalllY, l'or pmpose$ of eloq 8. 'l1lese escrow im!rnctions are 11.0t inteudcd to amt:nd, IIIGdify or scpc;ru,w tht. ix:ims imd condiP<~ set forth In. lhc bal &wo Pun:liaseandSak1AgEeemeat 1111dA.ddeodnm& tbt.lclD. if 811}'. Escrowis t.o bs c:mu:emed cml?wl!:h ~ pnmi;ions spelifu:ially a:t fordl ill~~ mu{ idcutifiod by the &Jar 1111d Sel=t as co,,,aiJm,,, 1o I= cfmiDg cf this est%t1#, 9. Y1111 aremsMld'cd to Curnish tG.uy.broh.: or 1emtcr ~ with 1ml tnmllCtion Iii' an.Jll:llle lldmg' cm hchalt d sl1dl Jeadc.-, llll)'mfomut.tiim. can=ingtbis ~ upaurequmt of said bmkc:r or hmder. 10. Sbould auy di.sputomsc between partit:& ia.tCICStcdin ~ or fumlls covi:ted bf tlzesi insrlla.ODS, 111u .!udlh.ave lhe aptioo tolmbl.ail:o:i.atttn~intfmr diea.cm:istingstmis or tojomin o.c;nmm~g::a c:ullrt adiao, dcpmirtkc mom:y l!md ~Ill .reicnt,d to .lu::cininr.o Ille:~ of the: Coult m: llplllllmldillg Um escrow opca fur ddertumatiwloft=dpbofi.kpsrlia.;¥0U"1Illbe~dall~-ft!if~9L:eddJat.mtheoventof "tr/ mit or daim. llUI& Dpiu5t Y01J by cilb'. m boo, pllI1ics to this ~n;:at, that aaid parti:sslliiJl be~ to Pll! }'Oil ell CICpCll&CI, COSII aod ~ atlClnlCY'll foes in ClOffll.edion tlterewidl, '9dietthm: mit is instimred by you OT lillY of the pmia hereto. 1l. ijga(lw holde%l,, to assu,ne. no ,esp~ or fillbility fartlm ~ of the Trudi in Lmdu,g, Comamcr Proteetimi Statement.. 12. . ~ holder is to 8SS!lllle no msptmsihili1y or liability fur the: calcuJatiozJ, dcdudinD or 822J1 o!hci act m.dl. as the wilhhaldlngaffund!>rmd/orforthe~llftam:oincnmpliena,wflhtheFOlQp,bM:slmcQliuRealPmpertyTax Act as amended. iii 1984-(IRC 144S et sec.). Tho ~ uf wlmtJll!r am:h IB1< is due 1111.d its paymr:at or wi!Jlhn]ffing if due, .shall be hsndlod by die parties~ of esc:raw. ~Halder.bas~ t!lc pmtiu to aJP1«t r:lteiraararney q,: tim:ad,,uancs;vdingtluo appli,::amlityaf Sccticml44.S ta di& v,,m,,dicin ~ Ho14er rcsuvcsUit, light to l3kii lilD)' Edi= it beli6ves the law requires it to llll:c, 'MIC!hcr mdudat m iDstradiolls or 11o>t. 13-The kpl d~ es in Pzclimmary QJD11nitment far Tltlelllslmml:e No. OOlll3193ia that of Im; pmpmym11m@d to be~ in.this tr:msedion. FEB-26-1999 FRI 09: 38AM ID: p.3 PAGE:3 ~ar 04 04 09:46a Terr~ Def'oor 239-389-8874 09/03/Z003 1%:ZS PAX zoe 6' ~39 CI'I JIBS BsalOW @oos lBSCllOW l!NS'll."R.UCTIONS Dam: SEP'I'HlVJllBtl3, 201B 15. YOII are mstmctal toprarate as r>ltbe de of recordi:Dg lhe ~ ·-.., TAXES l&. The \llld=iipd hcrdly fldv:iz =ow boldar that pro-ration end paymeut t:4 ail ntilities, .ind1iding butAGt Immcd to watcr, lll\W:r, g,arbagp. ~.gas and oil,. will be 11.im&cd~the partieJ autsidoofesc.-t.w. Ea1;1owholde: Bhalla:ot be ~fnr ~~ ar:yutiliqc:bqes-, or-.y~ •or fc.-pa.ym=i o!-, such chmp. Br sig,m,g~ inBlrul::tums, tba lllld.crajgncd~ aaamefall~fur pro1'8liml. and pa:ymtm!, if any, af11tilitmr.. 17. J!'.scrow holder :is advi&ed th!II tho p=cmal property, il :my, 91.ill be traDsknd 08ISidr, of C>SCL'OV,, bc\loa.D the principa1ll haretn, l1lld =ow hoJder is to asmma J10 rcaponPl,IJ!ey or liibili1f rm tht Cl'.ll3ltitio:D delive!y or sales Im dnr: diceon. THE l1NDERSlGNl!D HSlWBY AGltE£ THAT ALLSPEaALCONDmoNS.AND CONtJNG&.CISS OPTKE l'UI{CMASBA1'ill SALB.A.GllEEMENT, 'D'OGE'IHER. 'Wil'HA."lfY AND AU.ADDENDA 'IHBRETO, EIIRBRlliAVB BEEN OR 'Wnl. BEMlrrTO 'fflEJRSATISPACilON OR WAIVED. CHICAGO Tm..B,AS ESCIIOWBE, SHALL ONLYBERESPONSIBI.E.FOR CLOSING INACCORJ)ANCBWIIB DiEWJUT'raNTERMS OP-nm~ AND SALSAGRBBMENT AND ANY amER WRlTTEN~UC'nOl'lS DEPOSD'ED TO F.SCR.OW. THE PARTWSSBALL HOI..l) CHICAGO Tl'DB.IIS:i~ OOMl'ANY AND~ BMPLCJYEESHAR.Ml.ESS J1.ROM ANYCIAJMRESUJ.TINGFROMTBEFAILUREOFANYP.AR.TY'l'OMBE! ANY .ADDITIONALCONDmONS AND/0& CONTINGENCIBS. 1.SCROW:HOLDElUS TO ASSUME NO RESPONSllllUTY ORLIABILlTY OP.ANYNA'n.00:: RI::GARDING nm CONDITION, COMPLEI'ION 01!t. DELJV1,ilY OF THESUBJECI" PROPER.TY. 'llSCROW HOLDER .IS.ADVISED BY PURCIL\SER AND SELLER. 'IHATTHB StJalECT PROPER'll'YJS VACANT LAND. THIB311B RF.ALf!STA'mTAXESARHTOSB PRORATED ONnlEBASISOF~ AVAJ!.Alll.E INl'ORMATION ATT!m Tll\m OPCl.Q5JNG. ANY .ADJUSTMBNl' OP TAXES BY THE COUNTY 'l"AF.ASURER SHALL BE l'RORATEl> OUTSIDE OFBSCROWBBTWEENTffS.fRl!NCIPALS AND NOT BB WITJUNTHE ESCROWHOLDER'SRl!.SPONSIBllll'YTOroUBCI'ORPAY. PR.ORATIONOFTAXESliSFB.OMJ'ULY25,2W3 Oll THEDATB OP.A£.'CSf'l'ANCE ONTHBPURatASE,/SALBAOREBMENT PER.P.ARAtTRAJ'H 4. _, . Q/1) UJ"' J!U'iERlSAWARBTHATTHE~'S04PAAAORAPH7ARE'roBEPASSISD,..j{J,Mif:.ANDWILL BERESl'ONSIBLB FUR. SAME. nus IS A TRCPI.ENET S.'\LE. ....,...rr,t,...,....""' FEB-2fr-1999 FRI 09: 38AM ID_: p.4 PAGE:4 ~Mar ...... 04 04 09:46a Terr~ Def'oor OD103/200S 1J!:2S PA.I 208 8' T39 CT.I RES £SCROl1' BSCROWlINSTRUCTIONS DECLARATION OPESCB.OW smt'\IICES Both Pl1n:baec:r imd &lk:i'a~ by lhitS!Jll3Illte&bcrcan die followiug: 239-389-8874 ;; ' 91006 Ihavc. been~in!ntlm,d thatCBl!CAGO TITLBIHSURANCB COMPANY~ dc::igDatcd 'ClllCAGO') is 1lllt lic.eD&ed IDprac.tim law l'!Qd 1101epl 111M1Z has b111111 llffend by auc:AGO ot amy afb ~LI have ~Aafurtbr iafannedth£1 CHICAGO b ai:tmg muy as an --haldar tmd d.a.t. it ia f~ by law fram afmrilig my mbia::m ms.y pm'l.r~ths!lllezil5 aftfm-~ ID'~ Datmc aftli: ~utilized, imddml.ithesl!Ot duucso. I lm~imt btai rcfcuoo by CUICAOO to any named IIJIQrJm)' OJ: aUomcys or~ from seel!mg adiice Qf my alt.amDJ but hmc b-reque5ted lo seek leBaJ. co1IIISd. af my W'll cboosmB Ill my-sp-. if I haw: dcn!ht <GmXZIIDl3 ll<\Y asp:ct of t!xis~ Ifnrthtr dedarc all insb11mmm to 'Wllich I am a pllrtJ,if prepared by CHJCAOO, lme be=~ nmie:1-die dirvdion of my llltamty«~ and paxticn!arlydedate dw copyiDg legald~from. litle repott& ml.Cl fomls Qf deed, etc. tit R:farmiogaflqial~ ur~is, cr,irill be soh;lyd my dirodian Ol ~ Iha.1=bccnaf!'mded~ua10~a appat\Vllltyfllxeadrmd ~ thClCcscsow~ mdalloth;r dacmncnm rc.ft::nt,d [O therein. TBB UNDBRSJIGNEt> HA VE READ AND FULLY UND6RSTAND TlllE FOlU:.GOING CI.mJNO INSn.llCllONS ANJ)AI.50 nm DECiARAnON SETFORTHABO'VEAND AGRlm TO nm SAMB FEB-26-1999,FRI09:39AMID: p.5 PAGE:5 r• PROPERTY OWNER(S} NAME: R\6EAA-BAuc.o &,.n-. ~\t..." L1"D. f>AA1ll~~H.\P ADDRESS: J£a40D 3ou-THC4SN~ ~ SotTe sofb CITY: S8\-TTLE.. l \).) Pl , ZIP: qq,,e,a TELEPHONE NU~ER: . .. ~(.Q) '39 4 -Cf(p{) I . . . APPLICANT {if other than owner)_ . NAME: T6"<.~'< De. Foo,z . -... COMPANY (if applicable): Gwc. I ~C.. ADDRESS: 24la~~ Ne. \33 sr. CITY: Du"~, \NA. ZIP: 'f'C2>o I «=t' TELEPH~E NUMBER ·· . · 2,D(p) ~"9-€><2>74 CONTACT PERSON NAME: J" Prrnes 0A-6..~ COMPANY (if applicable): ,-.--. ENG. I r-.:.1 eE.~' fl.Ji G-'' A-Et:.c:D ADDRESS: '14[9 s. '2.04 PL. CITY: ZIP: ~T. \IJPr. · 9"'2,03 ( TELEPHONE NUMBER AND E-MAIL ADDRESS: (253) 850-O'i°34 j~ ~s@.. a..ol. ~ Q:\WEB\pW\DEVSERV\Fonns\Plan~ing~terapp.docOS/29/03 . ··."" 1 PROJEG,T INFORMATION .. _PROJECT OR DEVELOPMENT NAME: . ~ ER,\ CHO PLPt-T PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: EXISTING.LAND.USE(S):. s PROPOSED LAND USE(S): RES~TI EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: UR.BA.Ni-.... SU)6N nr:\L PROPOSED COMPREHENSNE PLAN MAP DESIGNATION (if applicable): NA EXISTING ZONING: R-'2> t R -10 PROPOSED ZONING (if applicable): ~I\ SITE AREA (in square feet): I 'olo SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 33tD(p SF R~ '3lti.. (Rco PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 1. cr<o R. Co IO. l\ R l O . \lll:i.H!-' lt. I 1-<U VICTOR ENTERPRISES PAGE 0: ~/ll/~004 11:01 2063949632 P"(x. ua F@~ 10 04 06i3~p T®F rt.l!f:.)wA:rr.i &Q: C:11"' t'KUl't: 231'0 1199-88?4 h... • i::1!l.:~4 ""4S p.2 p:2,2 ICJUAAI 9100TAG£ O'fl PflOPOSm~eOENT?M. - 8Ull.DINGI f/11 a-1-~ k ON~ Mff~ ARUOl'NOU ~ IUIJlll4G& {Jf ---): ~ ... 18 TNI IIJ'ffi 8.DCATED 1-1 Nlff 1'\',t'. CF ~y CIUTICALAIIEA.,LWE INCWOI -.Ml f'Offl'MJEO!f ----~: ~..-ME. ai ~llOMNtl./>.OPE Cl ~MIA"'l'WO g ''-OOO~AAf.A 114 ft. QI teOLOGIC~ . sq. t. a NMITATCONlllltdATlON Ml !I. a SHOREU.IE STREAMS AN:l I.AIC!S sq. fl . :) ~ aq.ft. LEGAL DESCRIPTION OF PROPERlY fAnllctl INaf de&erlo11GII on N--=--..1. with 1M f'ollawll'IIII ~ rnduded• _$0TUAT& IN THE NC: QUARTER OF SECTION j£ TOWNSHIP z...3, RANG&£, !N THE CITY OF A&NTOH. KING COUNTY, WASHINGTON. . . . TYPE OF APPLICATION & FEES List al land U$e ~ beifng appM for. ,._ fREUlf'. PLf\T" . . . 3 .. -, .2. S::f:Pr 4.= Stiff wtl ea!cDJl1te 11pplioabl11 tau 111t'l(j pmtag&; S AFPIDAVITOF OWNERSHIP ! I I I I I OUCAGO Tm...E INSURA"1CE COMPANY A.LT.A COMMl!TMBNT SCHEDULE A (Ccntin.u,nl) OrderNo.: 1111901 Your No.: 11D1DW.·1W.1tO/C111C DC. LEGAL DESCJUP'J'JON EXHmlT (Paragraph 4 of Schedule A com:irnl&tiOD) frtZli V¥Wf -1¥ NORTH HAl.F OF Tira NORniEAST QUARTE1t OF 1'HE NOR'I'HWEST QUARTBR OF TiiE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WIL~ MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT Tim WEST 277.5 FEET AND EAST 135 FEET THEREOF; AND EXCEPT PORTION CONVEYED TO KING COUNTY FOR. ROAD BY DEED RECORDED UNDER RECORDING NUMBER 5773188. ., j: SEP-4-2003 THU 02: 24PM ID: PAGE:3 AFFIDAVIT O_F· INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services .ion 1055 South Grady Way, Renton, VV..t\·9:8Q55 Phone: 425-430-7200 Fax: 425-430-?231 STATE OF WASHINGTON ) ) COUNTY OF KING ) DEVELOPMENT PLANNING CITY OF RENTON ~ARO· 5 2004 ·,. IR{ IE CC IE~~!E[O) . ___ j __ G)J\/'U _____ j __ . __ j---='--~--....._~----------· being first duly sworn on oath, deposes and says: ~ 1. On the -Z:O th day of £6:6 fw f\fL'( , ~ 6) 4-, I installed ·J public information =19n(s) · and plastic flyer box on the property . located at 355 ~~\CHO A:9E... NE-for the following project: . ..:::fe!<,t C\-10 PLF\-, Owner Name 2 .. I. have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. · 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the re irements of Chapter 7 Title 4 of Renton Municipal Code. ' ~o+. SUBSCRIBED AND SWORN to before me this 5rt day of. .,,,ti evrch a · a~~~ Washington, 5.LA~ Q:\WEB\PW\DEVSERV\Forms\Planning'q,ubsign.doc08127/03 > ·14{-1:;;_~· ... _:; ... ~:;~~}:J~~I~ O· .\. -i. . ... : ,, t·!..:· ... · ·: :·, . ln~t{Jller; Jn-st~tior;.$.; . : :,z~-j{~jr:;;_}!lt0,~t -~ ··.r .._ ~J. =f ~lo . .... .:.,-:·. ·.'.- ~ . .l' .. .,·,: .·. <.;·'.':;".~~;/ ' . ·-.. ·•·· ·"-.. ·:: · . U$e 4, x '4" )( 12'. POSTS . ·i : __ -;f: . :.., . ·~. l .v J. . ~-.. ; · JI'.' ';';.~Jll~OD. · . · ;~:1,;, Jr~. ~ifpns. WJWASHERS ,,._~ .. · ... ;·-_,;_: .. ~~;~~~,;~r.+~.cMe.·. Q:\ WEB\PW\DEVSERV\Fonm\Planning\pubsign.docOB/27 /03 .. ,-_ ,, ... . N'f P~N\NG oEVEtiiii AEN'fON ~~R \f5_~ fi~tfi~~\Q) JEFUCHO PREUMINARY PLAT PROJECT NARRATIVE The proposed Jericho plat is an application for a 37 lot single family residential subdivision situated on 5 existing lots with a total area of 5.36 acres. It is located on the south side of NE 4th St., between Jehrico Ave. NE and Hoquiam Ave. NE. This project will require preliminary plat approval and a SEPA determination by the City of Renton. The site is zoned R-8 and R-10, residential. The zoning areas are 4.27 acres in the R-8 and 1.09 acres in the R-10 zone. It should be noted that all of the lots in the R-10 zone will be detached single family residences. The surrounding properties are also similarly zoned, both R-8 and R-10. The site is currently used as three residences. All of the existing houses and garages/sheds will be removed. Two of the existing houses have driveways connected to NE 4th St. The other existing residence currently gains access from Jericho Ave. NE. There are no sensitive areas on this site. The steepest slope is approx. 9% near the center of the property. The soils on the site are a silty, sandy, loam near the lower areas of the property (south and western portions). The higher areas of the property have a more sandy soil. The existing drainage sheet flows across the property to the southwest. The proposed use of the property as a 37 lot residential subdivision will be to provide new detached houses. The proposed lots will range in size from the minimum of 4500 SF to a maximum of 6053 SF (including the "panhandle" driveway portion), in the R-8 zone. The lots in the R-10 zone will range in size of 3510 SF to 4700 SF. The density of the plat is 7.98 units per acre in the R-8 zone and 10.11 units per acre in the R-10 zone. Access to the new lots will pe from a new internal public street that runs east/west and is connected to Jericho Ave. NE and to the extension of Hoquiam Ave. NE. Also, Hoquiam Ave. NE will be extended south from Ne 4th St. to the south plat line. These new streets are proposed to be 32' wide residential streets with a 42' right-of-way. The reduced ROW will be wide enough to accommodate the street and sidewalks on both sides. The reduced ROW width is needed to keep the net plat area at a maximum to keep under the maximum density. One private street will be used for access to several lots in the R-10 zoned area. The proposed off-site improvements include curb, gutter and sidewalks along Jericho Ave NE. and along NE 4th St. A new water main and sewer main will be installed in both the new plat streets. The water main will be looped through the site. The finished lots are estimated to be worth approx: $100,000 for a total value of approx. 3.7 million dollars. The value of the lots with preliminary approval only is estimated to be$ l ,800,000 dollars. The site will require minimal grading for the proposed road. The building _pads for the lots will also require some minor benching. The main grading activity will be associated with the excavation for the detention vault. The estimated amount of grading is 2500 CY. It is anticipated thaf the site wlll use some of the cut material on-site, but the majority will be exported off site. There are numerous trees on the site. There are approx. 25 trees on the site. About 10 of these will be saved. Most of the trees are full growth fir trees. Land that will be dedicated to the City include the internal public roads and the drainage detention tract. The lots will be sold by the developer to one or several builders or investors. The applicant will not construct the houses. The future builders will likely use model homes and temporary job trailers. / Feb 06 04 04:46p 2538411942 N, ·,.i.... ••! r, ' · NT pt.ANN\NG DEV'a~~f RENTON MAR tf5~ REt\E.\VE\O To: Jim Jaeger, PE From: Tonn Deming Fax: 253-850-0155 Pages: 2 Phone: Date: 06 FEB 04 Re: 128th and Jericho Plat CC: Please find attached the field mapping for the 128th and Jericho project site. A small ponded·depression was observed in the SW comer of parcel # 1523059045. Two areas within the depression were sampled while onsite. The soils were determined NOT to be of a Hydric type. JAN-30-1999 SAT 06:16PM IO: p. 1 PAGE: 1 N . 12. N 'It en --'It a> C") Ill N Ill Qj .... tlO 0 ... 0 C .c 0 (!j 1-.., fl) .., I~ 0... . CD . 'It .. .,. 0 'It 1; .D (!j \1' ·! "I?, a . . Parcel 1523059045 Project Boundry Ponded area In small depression durtng heavy rain while on site ~ HABITAT TECHNOLOGIES ~ . . . . Parcel 1523059019 Open 3ft concrete pipe possible old well site • .. I jj1, /ik;ll Parcel 1523059047 ~ence Wetland Field Mappi~g -Field Graphic Not From Survey .. Not to Scale I .... ' ~ ~ . . Parcel 15230S9033 W· II; ~:· l~ :~?J}~ .~,i~ jff' ¥if ~Jlt: 16!{, '.1'·~f_i_· . ,N j. 1; :.t~itl f~~i I· :t~lli iit1 lj_i~~ j~j!. l~~ !Habitat Tech# 040081 ti~~ (IJ .. ~ Cl H ffi 'M .. ~ ffi ~ 'M I ~ I ~ MAR/05 ioo4 -... ·. ~~~~~~~IQ) DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 --f2 g 1. Gross area of property: 1. / Bu 00 I square feet 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 3 I 0(,p square feet 3. Subtract line 2 from line 1 for net area: 3. J 5 '2. e9 S-square feet 4. Divide line 3 by 43,560 for net acreage: 4. '3. SI acres ----- 5. Number of dwelling units or lots planned: 5. 20 units/lots -----,-- 6. Divide line 5 by line 4 for net density: 7.~6 6. _____ d.u./acre 2<3 lots or units would result in a net density of 7, 9cc, 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. Q:\WEB\P\V\DEVSERV\Forms\Planning\density.doc07/18/03 1 DE.NSITY. WORKSHEET P-~ro City of Renton Development Services Division g_ ~ Sr- 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 4 t 4to O square feet 2. Certain areas are excluded from density calculations. These include public roadways, private access easements serving 3 or more dwelling units, 11. and critical areas.* Total excluded area:** 2. VI l 2.. square feet ----- 3. Subtract line 2 from line 1 for net area: 3. square feet 4. Divide line 3 by 43,560 for net acreage: 4. 0 · 'c>Cj acres ----- 5. Number of dwelling units or lots plar1ned: 5. C, units/Jots "-----a...-- 6. Divide line 5 by line 4 for net density: 6. JO , l {-d;u./acre ----- °t lots or units would result in a net density of }O , l I 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.,i -Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. Q:\WEB\PW\DEVSERV\Forms\Planning\density.doc07/18/03 1 JERICHO PRIEUMINARY PLAT CONSTRUCTION MITIGATION DECRIPTION The Jericho preliminary plat is a 37 lot residential subdivision located on the south side of NE 4th St. It is anticipated that the construction of the plat will begin in the spring of 2005 and continue through the fall of that same year. The construction of the houses will likely begin in the late winter, early spring of 2005. The house construction will likely continue for approx. 1 year, depending upon the local demand for housing. The construction will occur from 7:00 AM to 6:00 PM, Monday through Friday an possibly on Saturday. If work is to be outside of these hours, previous approval will be received from the City. The proposed hauling and construction traffic routes will be along 1-405 to the Sunset Ave. interchange. The traffic will then proceed east on Sunset Ave. and turn south on Hoquiam Ave NE. The traffic will then turn east on NE 4th St. and finally south on Jericho Ave. NE. Construction that occurs · during the dry summer period can produce dust. This will be controlled using water trucks. Impacts to traffic will be regulated by getting a traffic control plan approved by the City for work within the existing ROW. The tracking of dirt and mud will be reduced by constructing a quarry spall construction access point as one of the initial items of development. DEVELOPMENT PLANNING CITY OF RENTON MAR 0·5 2004 R/E(CfE~VfEfO IENVBRONJMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before . making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose ofthis checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal. if it can be done) and to help the agency decide whether an EIS is required. Instructions tor Applicants: This environmental checklist.asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant. requiring preparation of on EIS. Answer the questions briefly. with the most precise information known, or give the best · description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases. you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer. or if a question does not apply to your proposal. write "do not know" or" does not apply". Complete answers to the questions now moy avoid unnecessary delays later. Some questions ask about governmental regulations. such as zoning, shoreline. and landmark designations. Answer these questions if you can. If you have problems. the governmental agencies can assist you. The _checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its env_ironmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse .impact. · Use of checklist for non-project proposals: Complete this checklist tor non-project proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENT AL SHEET FOR NONPROJECT ACTIONS (part D). . For non-project actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as "proposal'', "proposer", and "affected geographic · area" respectively. · DEVELOPMENT PLANNING CITY OF RENTON MAR 0·5 200~ ·,·, !RlrECC~~~~IQ) ,.; .,. TO BE COMPLETED BY APPLICANT A. BACKGROUND 1. Name of proposed project, ff applicable: Jericho Preliminary Plat 2. Name of Applicant: GWC, ·incorporated Terry Defoor 3. Address and phone number of applicant and contad person: Applicant: GWC Incorporated Terry Defoor 24633 NE 133rd St. Duvall, WA. 98019 (206) 999-8874 Contact: James Jaeger, P.E. Jaeger Engineering 9419 S. 204 Place Kent. WA. 98031 (253) 850-0934 4. Date checklist prepared: February 24: 2004 5. Agency requesting checkDst: City of Renton -Development Services 6. Proposed timing or schedule (Including phasing, if applicable): Begin construction in spring, 2005, or as soon as possible after receiving all required approvals.and development permits. Project will continue with most work being performed during Summer/Fall of 2005. No phasing is proposed. 2 7. Do you hove any plans for future additions, expansion, or further acffvity related to or connected with this proposal? If yes, explain~ No 8. Ust any environmental Information you know about that hos been prepared, or wiU be prepared, directly related.to this proposal. Wetland assessment, geotechnicol report, tree survey and inventory, storm drainage analysis and report, traffic impact analysis. Other investigations as may be required by the City during the review process. 9. Do you know whether capplncoHons are pending for govemmental approvals of other proposals directly affecting the property covered lby your p1roposal? If yes, exploln~ . - No. 10. ·U$i any govemment approvals or permits that will be needed for your proposaO, if known. A site construction permit will be required from the City to construct the roads, drainage and utilities. Applications and approvals wm be required for the sanitary sewer from The City of Renton and water service connections from King Co. Water Dist. #90. A building permit will be required for each structure that will be constructed on this project. 11. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the projed and site. There are several questions later In this checklist that . ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is a 37 lot residential subdivision. The site is 5.36 acres and is zoned R-8 and R-10. There are 5 existing lots, with existing driveway accesses fo NE 4th St. and to Jericho Ave. NE. The site is generally brush and tall grass with sporadic groups of trees. The project will produce 37 lots. with a typical size of 4800 SF. All of the lots in the R-10 zone will be detached, single family. Access to the new plat will be provided by two new public roads. Hoquam Ave. NE will be extended south of NE 4th St. to the south end of the plat. A new internal road will connect Hoquiam Ave. NE with Jericho Ave. NE. The site will include water, sewer drainage and utilities that will need to be constructed. All 3 of the existing houses will be removed. 12. location of the proposal. Give sufficient lnformatton for a person to understand the precise location of your proposed projeci, 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. Location: The property is located on the south side of NE 4th St., between Hoquiam Ave. NE and Jericho Ave. NE The R-10 portion extends west of Hoquiam Ave. NE. The site has an address of 355 Jericho Ave: NE. The site is situated in Section 15, Township 23N, Range 5E in the. City of Renton, King County. Legal Description: r The legal description is shown on the preliminary plat plan and on the land use application form. · · B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (undef line one): Flat, roBling. hilly, steep slopes mountainous. other.· · b. What is the steepest slope on the site ( approximate percent slope)? 3 ,, 4 The steepest slope on the site is approximately 9%, located near the center of the site. 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. Minor soils investigatipn and history of surrounding land indicates that the soils are a sandy loam type. These ore generally classified as Alderwood type soils by USDA. There may also be sands located at the upper elevations of the site. There is no farmland. d. Are there surface indications or history of unstable soils in the Immediate vicinity? If so, describe. None. e. Describe the purpose. type, and approximate quantities of any filling or grading proposed. Indicate source of fill. This site hos a fairfy constant slope with a low area in the southwest portion of the site. The internal plat east/west road will require a cut/fill balance to reduce the cross slope and provide a landing at the Hoquiam Ave. intersection. There will be some minor fill at the southwest comer. The drainage detention vault or pond will require a substantial amount of cut. The amount of cut/fill will be approx. 3000 CY. Some of the cut will be placed on-site in the southwest comer, but at least half will be exported. The export site is not yet known. Any structural fill will be received from a local source of acceptable material. This source is not yet known. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. · Yes, during rainy construction.periods, The disturbed soils could be picked up by runoff water and carried down-gradient. This would occur before the site is stabilized and covered. g. About what percent of the site will be covered with Impervious surfaces after project construcflon (for example, asphalt or buildings)? . The impervious surfaces for the proposed project will indude the new roads and sidewalks, as well as the new living unit structures, driveways, decks, walkways and other residential elements. The approx. percentage of area of impervious surface will be 55%. h. Proposed measures to reduce or control erosion. or other impacts to the earth, if .any: Proposed measure to reduce or control erosion, or other impacts to the earth include temporary and permanent erosion and sediment control measures. Temporary erosion ahd sediment control measures include the installation of silt fence , sedimentation traps or ponds, interceptor ditches. · '., 5 seeding or mulching of exposed surfaces that are expected to remain open for long periods of time, the application of water to exposed surf aces during dry seasons for dust control. Additional measures will include a quarry spall construction entrance/exit pad and filter traps inside of existing and new catch basins. 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construcflon and when the project Is completed? If any, generally describe and give approximate quantities If known. Dust (suspended particulates} and construction exhaust emissions to the air will occur during the temporary construction period. Automobile emissions will result from the completed project from the resident traffic. b. Are there any off-sffe sources of emissions or odor that may affect your proposal? If so, generally describe. In general, there are no off-site sources of emissions or odor that may aff~ct the proposed development. There will be periodic automobile exhaust from the adjacent arterial road. c. Proposed measures to reduce or control emissions or other impqcls to air, if any: Contractors will be required to implement standard practices for dust suppression such as the application of w9ter to exposed surfaces, during constn.Jction. 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. No. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be. placed In or removed from surface water or wetlands and Indicate the area of the site that would be affededl. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or cf1Ver:fcns? Give general description, purpose, and approximate quantities if known. No surface water withdrawals or diversions are proposed. .• 6 5) Does the proposal He within a 100-yeor floodplain? If so, note location on the stte plan. The site is not located within a 100-year flood plain. 6) Does the proposal Involve any discharges of waste materials to surface waters? ff so, describe the type of waste and anticipated volume of discharge. The. proposal does not involve any discharges of waste materials to surface waters. b. Ground: 1) WiH ground water be withdrawn, or wm water be discharged to ground water? Give general description, purpose, and approximate quanfflies if known. No groundwater will be withdrawn and no water will be discharged to groundwater as part of this project. 2) Describe waste niatertai that will be discharged Into the ground from septic tanks or other sources, If any (for example: Domestic sewage; Industrial, chemicals, agrlcuttural: etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (If appUcable), or the number of animals or humans the system(s) are expected to serve. · · No discharge .. The existing houses have all been connected to the public sewer system that is within NE 4th St. c. Water Run-off (including storm water): 1) Describe the source of run-off (including storm water) and method of collection and disposal, if any (Include quanffiies, if known). Where wm this water flow? WIii this water flow into other waters? If so, de.scribe. Storm water run-off from all impervious surfaces will be collected in road gutters, catch basins, roof drains, etc. and directed into a piping system. The pipes will.direct the water to a detention vault and combination wetvault. The dischargeJrom the detention vault will be piped to NE 4th St and theri west along NE 4th St. to the stream that crosses that street. 2) Could waste materials enter ground or surface waters? If so, generally describe. Waste materials could enter the ground water if they are introduced into the system and are not removed by water quality facilities. . d. Proposed measures to reduce c;,r control surface, ground, and run-off water impacts, if any: : Best Management Practices proposed for erosion/sedimentation control during construction. Facilities for drainage control including a detention ,, 7 vault will be used. Facilities for water quality enhancement such as a wetvault. catch basin sumps, and oil/water separators will be used. 4. Plants a. Check or circle types of vegetation found on site: deciduous tree: alder •. maple. birch, cottonwood evergreen tree: ~ cedar. pine, other -ornamental shrubs grass pasture crop or grain wet soil plants: cattail, buttercup. bulrush, skunk cabbage, other water plants: water lily. eelgrass, milfoil. other other types of vegetation b. What kind and amount of vegetation wlH be removed or altered? The site is five large residential lots. They have numerous shrubs, trees, brush and gross. Most of the trees are located near NE 4th St. or around the existing houses. All of the existing pasture grass, brush and shrubbery will be removed. Several perimeter trees will be saves. · c. Ust threatened or endangered species known to be on or near the site None ore known. cl Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, oif any: Some of the existing trees will be saved. The trees located along the rear setbacks of most of the proposed houses will be saved. A tree inventory plan has been provided. Much of the completed landscaping will be new residential type landscaping consisting of lawn, shrubs and ornamental trees. 5. Animals· a. Circle any birds and animals which have been observed on or near the site or ore known to be on or near the site: X Birds: hawk, heron, eagle, songbirds, other: X Mammals: deer. bear, elk, beaver, other. squirrel. Fish: bass. salmon, trout, herring, shellfish, other: Eastern gray squirrel and songbirds ore typical of western Washington forests and residential neighborhoods. b~. List any threatened or endangered -species known to be on or near the sffe. No threatened or endangered species are known to be on or near the site. c. Is the site part of a migration route? If so, explain. The Puget Sound area is part of the Pacific Flyway. Birds that inhabit the area vary seasonally due to migrations. However, the area is not part of a larger, permanently preserved migratory bird habitat. d. Proposed measures to preserve or enhance wlldBife, W any: · None. 6. Energy and Natural Resources , 8 What kinds of energy ( electric, natural gas, oil. wood stove, solar) wlll be used to meet the compBeted project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The energy needs for the project site will be met through services offered by Puget Sound Energy .. PSE will be servicing the project site with natural gas and electricity. These services will be used for heating, appliances and general household uses. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally descril:>e. No. The site and its surrounding properties slope to the west/southwest and will remain exposed to the prime solar potentiai. c. What kinds of energy conseivatlon features are included In the plans of ihis proposal? Ust other proposed measures to reduce or control energy impacts, If any: The contractors will comply with applicable City of Renton and other energy conservation requirements, such as the UBC. 1. Environmental Health a. Are there any environmental health hazards, Including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. There are no known environmental heath hazards that would be of potential concern during construction of the proposed project. 1) Describe special emergency services that might be required. It is not anticipated that there ~II be any additional demand for special emergency services to serve the site as a result of the proposed project. Typical emergency services such as fire, police, medical may be required· as is typical for any residential development. 2) Proposed measures to reduce or control environmental health hazards, if ony: Since there ore no known environmental health hazards associated with the project, no measures ore proposed. ) 9 b. Noise 1) What types oi noise exist In. the area which may affect your project (for example: traffic, equipment, operation, other)? The current noise in the vicinity and on the project site is typical of a residential setting. Background noise includes traffic noise from the roadways in the vicinity , of the project site, outdoor equipment such as lawn mowers, and the delivery of manufa~tured goods being loaded and unloaded from trucks on the project site. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. The operation of construction vehicles on-site during clearing, grading, sitework and the construction of the proposed houses will cause a short-term increase in daytime noise levels in the project vicinity. Construction would take place during normal hours for construction as permitted by the City ordinances. The levels of noise on a long-term basis will be affected by the adjacent and new roads, but this is not only caused by the project. 3) Proposed measures to reduce or control noise impacts, if any: Contractors will be required to confine on-site construction activities to daytime hours, in accordance with City ordinances. 8. Land and Shoreline Use a. What Is the current use of the site and adjacent properties? The existing site is single family residential. The property to the east, across Jericho Ave. NE is a recently completed plat. The properties to the west, south and north, across NE 41n· SL are smaller single family residential lots. The NE 4th St. ROW is to the north and the Jericho Ave. NE ROW is to the east. b. Has the site been used for agriculture? If so, describe. No. c. Describe .any structures on the site •. There are 3 existing houses and 2 detached garages on the site. There are several small sheds. d. Will any structures be demolished? If so, what? All of the existing structures will be demolished. e. What is the current zoning classification of the site? R-8 and R-10. 10 f. What is the current comprehensive plan designation of the site? Single Family Residential. Urban. medium density. g. If applicable, what is the current shoreline master program designation of the site? The site is not within a Shoreline Environment. Hos any port of the site been classified as on "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Based on an estimated average of 3.5 people per unit. there will be approx. 130 ople residing in the completed development. j. Approximately how many people would the completed projed displace? No people will be displaced. The existing houses are not occupied. k. Proposed measures to ovoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: · The proposal will be consistent with the proposed zoning and Comprehensive land Use Plan Designations for the property. The adjacent subdivision to the north is of a similar use. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low-Income housing. 37 new housing units will be provided. It is anticipated that these units wm be in the middle-income price range. b. Approximately how many units, if any. would be ellmfincnted? Indicate whether high, middle or Bow-income housing. 3 low income houses will be eHminated. c. Proposed measures fo reduce or control housing impacts, if any. None. 1 O. Aesthetics 11 What Is the tanest height of any proposed structure(s), not Including antennas: what Is the principal exterior building materfal(s) proposed? The tallest height of the typical proposed house structures is estimated to be 32 feet. The principal exterior building materials for the structures will be wood siding and comp shingle roofs. b. What views In the Immediate vicinity would be altered or obstructed? No views in the immediate vicinity would be altered or obstructed. c. Proposed measures to reduce or control aesthetic Impacts, if any: No such measures will be needed since no such impacts are expected. 11. Ught and Glare a. What type of light or glare will the proposal produce? What Hme of day would it mainly occur? The proposed project will install street lighting as required by the City for residential developments. It is likely the light and glare will slightly increase during the night as the result of the proposed project. b. Could light or glare from the finished project be a safety hazard or interfere with views? None that we are aware of. c. What exisflng off-site sources of light or glare may affect your proposal? Existing off-site sources of light and glare in the project vicinity would be from streetlights and motor vehicles operating on adjacent roadways. These sources or light and glare are not considered to significantly affect the proposed project. d. Proposed measures to reduce or control Bight or glare Impacts, If any: No measures ore proposed to reduce or controi light or glare impacts. 12. Recreation a. What designated and Informal recrecntional opportunities are in the immediate vicinity? . Maplewood Park is located at SE 136'h St. and 144th Ave. SE. approx. 4 blocks to the south. b. Would the proposed projed displace any exisflng recreational uses? If so, describe. No ) 12 c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the projed or applicant. if any: A parks mitigation fee will be paid to the City if required. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or 1ocal preservation registers known to be on or next to the sfie? If so, generally describe. There are no known places or objects listed for. notional. state or local preservation registers within or near the project. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. There are no known landmarks or evidence of historic; archaeological; scientific; or cultural importance located on or near the site. d. Proposed measures to reduce or control Impacts, If any: None proposed. 14. Transportation - a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed project will gain access from the existing ·c;ty streets. NE 4th St. is along the north plat line. Jericho Ave. NE is along the east plot line. A new east/west street will be constructed as a public rood as well as the extension of Hoquiam Ave. NE. b. Is site currently served by pubDc transit? If not, what Is the approximate distance to the nearest transit stop? There is public transit .along NE 4th St.. on the north side of the plat. c. How many parking spaces would the completed project have? How many would the projed elinilnate? The completed project will likely provide 148 parking spaces based on four parking spaces per unit. There is area for approx. 10 parking spaces on the existing site. d. wm the proposal require any new roads or streets, or Improvements to existing 11'00~ or streets, not includJng driveways? If so, generally describe (Indicate whether pubRc or private). The frontage along NE 4th St. will be improved with pavement widening, curb, gutter and sidewalk. The new internal east/west street and the extension of Hoquiam Ave. NE will 13 be constructed as a public road with curb gutter and sidewalk, per City standards. The private road will be constructed with an asphalt surface. e. WHI the project use (or occur in the Immediate vicinity of) wCllfer. rail, or air transportation? If so. generallly describe. No. f. How many vehicular trips per day_ would be genercrted by the completed project? Bf known, indicate when peak volumes would occur. It is generally considered that one residential unit will generate l O vehicle trips per day. With this ratio, the estimated new vehicular trips will be 340 per day. There will be approx. 1 peak AM and PM trip per day per unit. g. Proposed measures to reduce or control transportation impacts, if any: Traffic mitigation fees will be paid as required by the City. 15. Public Services a. Would the project result In an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generalDy describe. The project will result in a potential · increased need for fire protection, medical and police protection services. It will also increase the demand on the school system. The need for these services are typical for a residential development. · b. Proposed measures to reduce or control dlrect impacts on public services, if any. The required impact fees will be paid. The finished lots will be added to the tax base to provide tax support for the public services. 16. utilities a. Circle utilities .currently available at the site: eledricity. natural gas, water. sewer. refuse service, telephone, septic system, other. . b. Describe the utifllfes that are proposed for the projed, the uh1ity .providing the service, and the general construcflon aclfvltles 01111 the site or In the Immediate vicinity which might be needed. Proposed utiliti~s for the project include the extension of water, sewer, electricity, gas and telephone within the plat. These services are generally located within the future public right-of-way and the private alley. The services will be provided by: ~ewer: City of Renton. Water: King County Water District #90 Bectricity & Gas: .Puget Sound Energy. r elephone: Qwest Coble TV: Comcast Cable · ) \ ' 14 C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above Information is true and complete. It is understood that the lead agency may withdlrow any declaration of non-slgnfflcanc:e that it might issue fin reliance upon this checklist shouUd then~ be any willful misrepresent on or willful lack of full disclosure on my part. Name Printed: P.E. Date: ___ 3_/4_../'--0__,_4-______ ~ n n n q t' [1 ] r1 j ;JI q j r l t '.~ 1' I I ' 1. • ... ! 1 '~ l : ' 1..; 27207 8th Avenue S P.O. Box 13309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253.941.9399, Fax: 253.941.9499, e-mail: RBergqu5lO@aol.com February 14, 2004 Mr. Terry Defoor GWC, Inc. 24633 NE 133rd Street Duvall, Washington 98019 Re: Geotechnical Engineering Services Proposed Jericho Plat Subdivision DEVELOPMENT PLANNING CITY OF RENTON MAR _0 5. ?004 ~IElCIE~~IE[O) Southwest of the Intersection of NE 4th Street and 1441h Avenue SE Renton, Washington BES Project Number: 200402; Repo'rt 1 · Dear Mr. Defoor: Bergquist Engineering Services is pleased to provide this report of the geotechnical exploration and engineering analysis for the referenced project. The attached report summarizes project and site data, describes the services we performed, presents our findings, and provides recommendations regarding design of the foundations, lateral earth pressures, drainage, and earthwork. The appendix presents site maps, test pit logs, and explanatory aids. We appreciate the opportunity to be of service to you. If you have any questions r. concerning this report, or if we may be of further service, please contact us. I ; j Copies to: Terry Defoor (1 telefaxed) Terry Defoor (3 mailed) Jim Jaeger (2 mailed) Sincerely, Bergquist Engineering Services · Richard A. Bergquist, P.E. Principal GEOTECHN/CAL ENGINEERING AND CONSTRUCTION INSPECTION ~ o., iJ ,. n TABLE Of CONTENTS n 1. INTRODUCTION· .................................................................................................... 1 2. PROJECT DESCRIPTION .........................•..... :......................................................... 2 n 3. SCOPE OF SERVICES ............................. : .............................................. , ................. 2 4. SITE CHARACTERIZATION ........................... ~ ...... ; ................................................... 3 f1 4.1 Site Classification ...................................................... , ..................................... 3 4 .2 Surface........................................................................................................... 3 ~ 4.3 Subsurface Soil and Groundwater................................................................... 3 5. DISCUSSION.......................................................................................................... 4 n 6. RECOMMENDATIONS ............................................................................................ 4 6.1 Seismic Considerations ................................................................................... 5 rr ! • d 6.2 Foundations ................................................................................................... 5 6.3 Slabs-on-Grade .............................................................................................. 6 ff . J, 6.4 Earthwork: ....................................................................................................... 6 . 6.4.1 Site Clearing ..................... :············· ................................................... 6 fll l l 6.4.2 Excavation ...................................•. · ................................... : ... , .. , ......... 6 6.4.3 Foundation Preparation ..................................................................... 7 ll' I. ; I 6.4.4 Slab-on-Grade Preparation ............................................................... 7 u 6.4.5 Materials ....................................................•................... : ............... :. 7 '! 6.4.6 Placement and Compaction .............. , ............................................... 8 i.1 . . . . . 6.5 Drainage .......................................................................................................... 9 ·r ' 6.6 Groundwater ................................................................................................... 9 t ,Ji 6.7 Erosion ....................................... : ................................................................... 9 ; ·1, 't . 6.8 Construction Observation and Testing ............................................................. 1 0 a h 7. REPORT LIMITATIONS ................................................................................... :: ....... 10 APPENDIX -t Vicinity Map . ........... ......................... ...... ... ...... ........... .......... ....... .. ....... ..... .... ........... A 1 . Site Plan .. ........ ... .. ... . . . . .. .. . ........ ... ... . . .. . . .. .. . . . . .. ...... ... .. . . . . . . . .. . .. . . . . . .. . . .. .. . . ... .. .. . . . . . . . A2 Test Pit Logs .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . A3 Test Pit Log Notes ................................................... ; .. . .. . . . . .. .. . . . .. . . . .. . .. . . ... . . .. .. . .. . . ... . . . . .. . . A1 Unified Soil Classification System................................................................................... A9 Schematic of Footing Drain . . . . . . ... . .. . . . . . . . . . . . ..... ........ .. ... .. . . .. . . . . . . . .. . . . .. . .. . . . . . . .... . . .. . .. . .. . ... . A 1 0 Notes ............... ! ••••••••••••••••••• • .•••••••••••••••••••• ._ ..................... ! ~ ............................... . All n r1 4 . n n n p I I. •. Ii p H p d fr u . i I " ' . -, ' GEOTECHNICAL EXPLORATION and ENGINEERING EVALUATION PROPOSED SUBDIVISION JERICHO PLAT PLUS 5-ACRE SITE SOUTHWEST of the INTERSECTION of NE 4m STREET and 144m AVENUE SE RENTON, WASHINGTON KING COUNTY PARCEL NUMBERS: 1523059045, 1523059019, 1523059047, 1523059148,and1523059033 prepared for: GWC, INC. by: . BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 200402-REPORT 1 FEBRUARY 14, 2004 1. INTRODUCTION This report presents the results of our geotecnn ical exploration for the proposed subdivision southwest of the intersection of NE 4th Street and 144th Avenue SE in Renton, Washington .. The location of the site is shown on the Vicinity Map on page Al in the Appendix of this report. The geotechnical exploration was performed by Bergquist Engineering Services (BES) to provide information or recommendations regarding: • seismic design considerations including liquefaction potential, • allowable bearing capacity and depth of suitable foundation systems with esti.mated settlements, • lateral earth pressures and friction coefficients, • influence of groundwater on the development, · • drainage, • site preparation, earthwork, and excavation-slope considerations. n n n n ll j ':' l ,J . 1 I . J .. . ' ' C i Proposed Subdivision (Jericho Pim, Renton, Washington· · . February 14, 2004 BES Project Number 200402,-Report l Mr. Terry Defoor of GWC, Inc. authorized our work on January 23, 2004, by signing and returning a copy of BES Proposal Number 1022004, dated January 22, 2004. 2. PROJECT DESCRIPTION The project involves design and development of the roughly 5.33-acre site into roughly 36, single-family, residential lots. The buildings will be constructed with their lowest floor elevation at or near current site grades. A below-grade, stormwater vault may be constructed.· Actual foundation loads were not provided at the time this report was prepared. Therefore, we have assumed that individual column loads will not exceed 1 00 kips and continuous wall loads will not exceed 4 kips per lineal foot. If the actual foundation loads are greater than those stated herein, the geotechnical engineer must be notified to determine whether the recommendations presented herein require revision. 3. SCOPE OF SERVICES The scope of services included a reconnaissance of the site by the geotechnical engineer, a review of geologic literature, logging and sampling seven (7) test pits, laboratory testing, engineering analysis, and preparation of this report. Soil samples were token at the intervals noted on the individual test pit logs, which are presented in the Appendix on pages A3, A4, A5, and A6. Upon completion, the test pits were backfilled with the excavated site-soils . The soil samples were returned to our laboratory for analysis, which included visual classification and determination of the natural moisture content of selected samples. · The field and laboratory data were then evaluated by the geotechnical engineer relative to the proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical-engineering practices in the area. Bergquist Engineering Services . Page 2 of lO ~] ,. [ . n n n n n q ' . u n n q d n u r 1 j i lL f 1) 1 ,j . ' t 1 ; 1 ! t.-l J T";, ! i ·' i -t i l ; Proposed Subdivision (Jericho PlatJ Renton, Washington February 14, 2004 BES Project Number 200402,-Report l 4. SITE CHARACTERIZATION The information presented in this section was gathered by BES personnel for geotechnical engineering purposes only. Thjs site characterization was not intended to address the . presence or likelihood of contamination on or around the site. Specialized. methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site assessment. . 4. 1 Site Classification According to Plate 1 Generalized Geologic Map of Seattle and Suburban Areas by Galster, R. W., and Laprde, W.T., 1991, the site soils are comprised of undifferentiated Pleistocene glacial and nonglacial deposits including Vashon Stade drift and oufwash deposits. Extrapolation of the Preliminary liquefaction Susceptibility Map of the Renton Qvadrangle, Washington by Stephen P. Palmer, the soils at this site are not susceptible to liquefaction. Additionally, based on the soil classification and density as determined by the test pits, the soils at this site are not susceptible to liquefaction. _4.2 Surface At the time of our exploration, the site was predominantly covered with dormant vegetation consisting blackberry, scotch broom, a few apple trees, and weeds. There was an occupied house and an out-building in the northeast comer and an un-occupied house with several out-buildings (sheds) near the northwest and southwest comers of the site. The ground surface generally sloped down from a high elevation of 442 feet along the east side of the site to a low elevation of 424 along the west side of. the site .. There was a depression with wet surface soils near the southwest comer of the site. 4.3 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following paragraphs and are presented graphically on the test pit logs in the Appendix of this report. -The stratification lines, indicated on the test pit logs, represent the approximate boundaries between soil types. Actual boundaries may be gradual and the transitions may not_ be easily discernible during site excavation. Bergquist Engineering Services n n n [] n p d n u l r 'i I L q I: l j ' . Proposed Subdivision (Jericho Plat) Re~ton, Washington February 14, 2004 BES Project Number 200402,-Report 1 In general, the site is covered with a four-to six-inch thick layer of topsoil consisting of dark brown, loose Sandy SILT (ML,) trace gravel and roots. Underlying the topsoil, reddish-brown, loose to medium dense SAND-SILT (SM), with gravel and occasional cobble was encountered to a depth of about two to three feet below the surface. This layer is interpreted as weathered till and considered not suitable for support of foundations, roads, or slabs-on-grade. Underlying the weathered till, light brown to light gray and gray, medium dense to dense or hard SAND-SILT (SM) with gravel, trace cobble was encountered to the termination depth of the test pit. This deposit is interpreted as un-weathered glacial till and may contain varying amounts of gravel, cobbles, or even large boulders. The un-weathered glacial till is suitable for support of building foundations, roads, and slabs-on-grade. Test Pit 4 was terminated in wet SILT (ML) that may have been a drain field for a septic system. It is anticipated that some over-excavation· may be required in this area. Groundwater was encountered in Test Pits 4, 5, and 6 in the form of seepage above the denser till. Therefore, the seepage water is considered perched stormwater trapped in the upper, loose soils. 5. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and <;>n the assumption that the subsurface conditions encountered in the test pits adequately represent conditions near and between the exploratory test pits. Because project conditions regarding fype and location of structures and foundation loads can change and because subsurface conditions are not always similar to those encountered in the test pits, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. 6. RECOMMENDATIONS The following sections present· recommendations regarding seismic considerations, foundations,. lateral earth pressures, and for earthwork, excavations, drainage, · and groundwater. Bergquist Engineering Services Page 4 of 10 n n n n n n d q l! '-~ H u q ; f l j 'y l d [ d ' T d _ l, Proposed Subdivision (Jericho Plat) Renton, Washington 6. 1 Seismic Considerations February 14, 2004 BES Project Number 200402,-Report l According to Figure No.· 16-2 of the 1997 Unifonn Building Code™ (UBC), the project site is in Seismic Zone 3. According to Table 16-J of the UBC, the soil profile at this site is best represented by a "Soil Profile Type So" (Stiff Soil). _ The site soils are not susceptible to liquefaction and therefore exhibit minimum seismic risk. 6.2 Foundations Conventional spread footing foundations may be used to support the proposed structures. Spread footing (continuous wall and individual column) foundations may be dimensioned using a net allowable bearing capacity of up to 2,000 psf if they are placed in the undisturbed, light brown, brown, or gray, medium dense, dense, or hard SAND-SILT (SM) encountered at a depth of about 24 to 36 inches below the existing ground surface of the site. The recommended minimum dimension for continuous wall footings is 18 inches and for individual column footings, the recommended minimum dimension is 24 inches. All perimeter footings must be placed at least 18 inches below finished grade for frost protection. The allowable bearing capacities may be increased by one-third for wind and seismic loads. If the recommendations in this report are followed, total settlement of the foundation will be less than one inch (1 inch)· with differential settlements of less than three-quarters of an inch (3,4 inch.) Lateral earth pressures for design of foundations, detention vault walls, or short retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: Active: Passive: At-Rest Bergquist Engineering Services Undisturbed subsoils Compacted granular soils Continuous footings Column footings Detention Vault Walls 40 psf/ft. 35 psf/ft. 250 psf/ft. 300 psf/ft. 65 psf/ft Page 5 of 10 n n fl ; r j '1 t ... .} l f . . l. .J• .l --' -) Proposed Subdivision (Jericho Plat1 Renton, Washington February 14, 2004 BES Project Number 200402,-Report 1 A coefficient of friction between footings and bearing soils of 0.35 may be used to resist lateral foundation loads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the ultimate coefficient of friction to 0.30. Footings, stem walls, and retaining walls must be reinforced to reduce the potential for . distress caused by differential foundation movements. A qualified engineer must determine· the size, quantity, and location of reinforcement. All footing excavations at this site must be inspected by the geotechnical engineer prior to placement of construction forms and reinforcement steel. 6.3 Slabs-on-Grade Slabs-on-grade must be supported on a minimum four-inch thick, free-draining sand or gravel base that follows gradation and compaction recommendations provided in Table 6.1 of this report. All concrete, especially slabs-on-grade, should be placed at minimum water- cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before subjecting them to full design loads. Any concrete that will be exposed to the elements should be entrained with four to six percent air to minimize damage from freeze-thaw cycles Polyethylene sheeting must be carefully placed on the granular base to act as a vapor retarder between the concrete and soil. A two-to four-inch thick layer of sand maybe placed over the polyethylene sheeting to improve concrete curing and to protect the sheeting ,from damage during placement of. the slab elements. If provided, floor coverings must not be placed until the concrete floor has cured sufficiently. 6.4 Earthwork The recommendations presented in this report are predicated on fulfillment of the following earthwork recommendations . 6.4.1 Site Clearing: Strip and remove any topsoil, tree stumps, weeds, oH rubble fill, and · other deleterious materials from the project area prior to construction. After site clearing, the exposed surface must be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. 6.4.2 Excavation: Conventional-excavating equipment should be suitable for the proposed shallow foundation excavations. Use excavating buckets without teeth to excavate all Be.rgquist Engineering Services Page 6 of 10 n n 0 n fl d u fl> ll p L ! L.i, n iJ IT : i l j. : I. ., l J; ' C .0 . ; Proposed Subdivision (Jericho Plat) Renton, Washington February 14, 2004 BES Project Number 200402,-Repcirt l foundations so as not to disturb the bearing surfaces. Shallow excavations (less than three feet in depth) will stand open with vertical side slopes for short durations: however, according to Chapter 296-155, Part N of the Safety Standards for Consfrodion Work in the State of Washington, the site soils classify as Type C. Therefore, side slopes of excavations deeper than four (4) feet must be no steeper than one and one-half (l .5) horizontal to one (l) vertical (l .5H: 1 V). If the dimensions of the site prevent the use of maximum slopes of 1.5H: lV, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer must be contacted for additional recommendations if such techniques are going to be employed. 6.4.3 foundation · Preparation: Specialized treatment of the foundation. soils is not anticipated at this site if the foundations are placed in the un-weathered glacial till. The excavations, however, must be made carefully using a backhoe bucket without teeth so as not to disturb the bearing soils. If loose or soft soils are encountered at the footing elevation, . they must be removed and replaced with properly compacted backfill as described in Sections 6.4.5 and 6.4.6 of this report. 6.4.4 Slab-on-Grode Preparation: If the earthwork recommendations provided in this report are followed, specialized treatment of the soil beneath slabs-on-grade at this site is not generally expected to be necessary. However, if any debris, organic material, organic fill soils, loose soils, or other deleterious materials are encountered at the subgrade elevation they must be removed and replaced with structural backfill. 6.4.5 Materials: The on-site topsoil and SAND-SILT (SM) soils are not suitable for use as structural fill or backfill. The organic-rich soils must only be used in landscape or non- structural areas. Sit~ SAND-SILT (SM) soils are considered not to be_ all-weather soils and should be worked only during the dry season. If additional soil is needed for structural fill or backfill to meet design grades, it must be imported and conform to the gradation presented in Table 6.1, and be approved by the geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer . at least 72 hours before approval is required and before the materials are used. Bergquist Engineering Services · Page 7 of 10 n fJ n n I I· ,J q l' d f"t I {' j L f ··r, ' . t . i . t . Proposed Subdivision ~ericho Plai) Renton, Washington February· 14, 2004 BES Project Number 200402,-Reporl 1 Gravel base and select materials for pavement subgrade must conform to local governmental standards, such as City of Renton, King County, or other suitable· specifications approved by the geotechnical engineer. TABLE 6. 1 GRADATION REQUIREMENTS FOR STRUCTURAL fill 3-inch 100 3/4-inch 50-100 No.4 25-65 No. 10 10~50 No.40 0-20 No. 200 0-5* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. If construdion is performed during the wet season, a granular base or work blanket will be required. Granular materials used as a work blanket should conform to the gradation· presented in Table 6.2, and be approved by the geotechnical engineer prior to use. TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET 4-inch 100 No. 200 5 maximum* *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve . 6.4.6 Placement and Compaction: Structural fill and structural backfill mvst be placed in relatively horizontal loose lifts not exceeding ten (1 0) inches in thickness and compacted to at least 95 percent of the modified Proctor (ASTM D1557) maximum density at moisture · contents within two (2) percent of optimum. Backfill against detention vault walls must be . . carefully compacted to 90 percent of ASTM Dl 557 with light equipment so as not to impose excessive latera I loads on the walls. Structural fill/backfill must be placed under the full-time observation of a representative of the geotechnical engineer, and the specified compacted density and moisture content of each lift. Bergquist Engineering Services n n n n n u p u u l i . ~ . ; t J Proposed Subdivision (Jericho Pia,, Renton, Washington February 14, 2004 BES Project Number 200402;-Report 1 must be verified by test, prior to placement of subsequent lifts. Placement on frozen ground must not be attempted. 6.5 Drainage Good· drainage is critical to the performance of earth-supported structures such as foundations and retaining walls. Therefore, construction grades and final site grades must be designed to prevent water from ponding in areas on or adjacent to foundations, slabs-on- grade, and pavements. Infiltration of water into foundation and utility excavations shall be prevented during construction and throughout the life of the project. A perimeter footing drain-system consisting of a perforated pipe surrounded by at least six inches of washed gravel will be required. The washed gravel must be separated from the surrounding soil by a filter fabric such as Mirafi® 140N. The collected water must be tight- lined away from the building to a suitable discharge system but not discharged onto the top of the any slopes. Roof and surface drains must be provided but they not must be connected to the footing-drain system. Roof drains may be discharged into properly constructed, infiltration trenches on each Lot. A schematic of a footing-drain system is presented in the . Appendix of this report. Where pavement does not immediately abut structures, slopes, with an outfall of at least three (3) percent for a minimum distance of five (5) feet from exterior footings, must be provided . 6.6 Groundwater Groundwater was encountered in the form of seepage above the more compact glacial till soils at this site. In general, except for the low area in the southwest comer of the site, groundwater should not be an issue for this project. · 6. 7 Erosion The soils at this site classify as fine-grained SAND-SILT (SM) some gravel according to the Unified Soil Classification System. These soils have a relatively high erosion potential, however, because of the shallow slopes on this site, properly placed silt fences and straw bales should be sufficient for erosion control even during periods of heavy rainfall. · Bergquist Engineering Services Page 9.of 10 n n n 0 "l\ . ' I 1 ) . .. 1 1 J. Proposed Subdivision (Jericho Plat) Renton, Washington 6.8 Construction Observation and Testing February 14, 2004 BES Project Number 200402,-Report l The recommendations presented in this report rely on adequate observation and testing of construction materials and procedures by the geotechnical engineer or his qualified representative. At a minimum, the testing program must include: • Observation and review of site dearing and review of air foundation excavations to evaluate whether actual conditions are consistent with those encountered during exploration. • Observation and testing of placement and compaction of all fill and backfill materials to evaluate compliance with specifications. • Field inspection and laboratory testing of materials and field inspection of methods as required by the appropriate Uniform Building Code. Typically, this includes inspection of placement of reinforcing· steel; inspection and testing of portland cement concrete to evaluate compliance with specifications regarding slump, temperature, air content, and strength. 7. REPORT LIMITATIONS The recommendations presented in this report are for the exclusive use of GWC, Inc. for the proposed residential development on King County Parcel Numbers: 1523059045, 1523059019, l 523059047, l 523059148, and 1523059033 in Renton, Washington. The recommendations are based on the subsurface information obtained by Bergquist Engineering Services (BES) and on design details provided by Mr. Jim Jaeger of Jaeger Engineering. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES must be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer must be provided the opportunity to review them to _check that these engineering recommendations have been interpreted properly. oOo Bergquist Engineering Services Page lOof 10 n n n n n n u [l n u q u r , i ·-j >< 0 z w CL CL <( n n n n n n lf: d p Lt n l 1 '. t.1 11 i j 'I u ,-,-, : f· .. 1 {• . ' ! , J . i 16 :RENl-0N Project Name: Proposed Jericho Plat Subdivision ington VICINITY MAP Bergquist Engineering Services Al --i i ·-''t=:;-~-;~'---t-~-j 1 i ! i L-';~--,;:;-;lffiiii' ~-+,-,-~~-~~:_ __ [ + For: GWC Inc. BES Project Num~er: 200402-1 Il. n n n n n n l1 u q i i ; ' ' . ' L i . , Project Name: Proposed Jericho Plat Subdivision . SITE PLAN Bergquist Engineering Services A2 . For: GWC Inc. BES Project Number: 200402-1 n n {j n • f l..Ji n H q I t ll' ' f d ' I ! _i -? , ! ' , Project: Jericho Plat Subdivision location: Renton, Washington BES Project No.: 200402-l Date Excavated: January 28, 2004 BSl ML BS2 SM 2 3 BS3 SM -4 SM 5 6 7 Project: Jericho Plat Subdivision Location: Renton, Washington BES Project No.: 200402-1 Date Excavated: January 28, 2004 2 BSl SM 15.3 -BS2 SM 13. l 3 -4 5 6 7 log of Test Pit 1 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P.E . . Approximate Ground Surface Elevation: 438' -_.QQck.bc.~U>.QSe.,.S~ _SJL1,_1roce _grO){eU3cJwl!&. C(~U-_______ --.: Reddish-brown, medium dense to very dense, SAND-SILT, l occasional grovel, occ~sional cobble (Weathered Till) - ----------------------------------------------------------2_ light brown, medium dense to dense, SAND-SILT, occasional _ ______________ _groveL occasional cobble (HI!) ------------______ =l., - light brown, hard, SAND-SILT, some gravel 4 5 END OF TEST PIT. DRY AT COMPLETION. -6 -7 log of Test Pit 2 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P.E. Approxiinot~ Ground Surface Elevation: 435' --_oruk PIOMd~~-S.q.11.d~ SUJ ... .b:ru;e_gm.v.el &. [QQ~_(I opsQil)_ _ -------_ _,,_ Reddish-brown, medium dense SAND-SILT, some gravel, occasional cobble (Weathered Till) 1 -2 -------------------------------------------------------------- Light gray to gray, medium dense to dense SAND-SILT, occasional gravel, occasional cobble (Till) END OF TEST PIT. DRY AT COMPLETION. A3 3 4 5 -6 7 rl. It n n rn u • i • f, . ' i .b· . ' ' ~ Project: Jericho Plat Subdivision Location: Renton, Washington BES Proiect No.: 200402-l Date Excavated: January 28, 2004 l BSl -2 BS2 SM -3 BS3 SM 4 -5 BS4 SP - 6 7 Project: Jericho Plat Subdivision location: Renton, Washington BES Proiect No.: 200402-l l l.2 16.0 13.2 Date Excavated: January 28, 2004 -BSl SM 29.9 2 3 4 5 6 7 log of Test Pit 3 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P .E. Approximate Ground Surface Elevation: 429' -_JlQd<.bm."®,J.AASe~Soo.d),_SJLL.troce .gro~el&J°s:>D.h. {(Qµ.S.sliQ _______ --.:. Reddish-brown, loose, SAND-SILT, occasional grovel l '~----------------·--~eathered Tilll ______ --------________ ------ light brown, loose, SAND-SILT, occasional gravel, occasional {fill) 2 3 Gray, dense SAND-SILT, occasinal gravel, trace cobble (Till) ----------------------------------------------------------4_ 5 Gray, dense SAND, some silt, occasional gravel 6 END OF TEST PIT. DRY AT COMPLETION. 7 log of Test Pit 4 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 4271 ___ ODrk .brow. loos.e,_S.<J.11.d~ SUL ~-gm.v.el & CQQ~ ..(I opsoi.l}_ ________ -= l Reddish-brown, soft SILT END OF TEST PIT. - 3 4 5 6 7 A4 n' ' I ' n n IP '' 1 ,, ii'. n !1 'I D -. f : . ai .. . l Project: Jericho Plat Subdivision Location: Renton, Washington BES Project No.: 200402-1 Dote Excavated: January 28, 2004 ML 2 BS1 SM - 3 -4 BS2 SM 5 -6 7 Project: Jericho Plat Subdivision location: Renton, Washington BES Project No.: 200402-1 28.2 13.0 Date Excavated: January 28, 2004 2 3 4 5 -6 7 BS1 BS2 BS3 SM SM SM 19.7 23.1 18.7 \ ) log of Test Pit 5 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 431' --.12<Jck.btQ.Y.lll,Js>.A$e .. SDD.d.¥-SJL'Ltroce .WtllleL&JwA ~s.Qiij _______ --.: 1 Reddish-brown, loose, SAND-SILT, occasional gravel, occasional _ cobble {Weathered Till) _ 2 _ ------------------------------------------------------~---- 3 4 Gray, dense SAND-SILT, occasional gravel, trace cobble (Till) 5 6 END OF TEST PIT. 7 log of Test Pit 6 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 436' ', _____ QQck.b[Q.WIJ,_l®-s~~.S!l.mJl'_S.llL. tn;.1s;~_gr9y~l §._r.9.9~ f[Qfls_qjij ____ , <,_ __________ 6CQ.Y£n,_l.o.DSe_!iA~D:SllJ~~osu:mru~oYel ______________ ~l~ Reddish brown, loose SAND-SILT, trace grovel, trace cobble 2 (Weathered Till) __ · ---------------------. ------------.--------_, _________ ...._3_ Gray mottled reddish gray, dense to very dense SAND-SILT, occasional gravel, occasional cobble (Till) END OF TEST PIT. A5 4 5 6 7 n ] l . _j, Proied: Jericho Plat Subdivision Location: Renton, Washington BES Proiect No.: 200402-l Dote Excavated: January 28, 2004 ML -2 BS1 SM 15.2 -3 BS2 SM 16.0 - 4 -5 -6 7 log of Test Pit 7 Excavation Rig: Case 580K Backhoe Excavated By: D & K Construction, Inc. Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 44 l' __ J2CJck..btQ...YUs..lmse,.Sro~-SJLL..tw,e.gro~eL&Jwk((.~U-----;.---.: 1 Reddish-brown, loose, SAND-SILT, some gravel (Weafhered Till) - ----------------------------------------------------------2 -3 Gray-brown, dense SAND-SILT, with gravel, trace cobble {Till) 4 5· END OF TEST PIT. DRY AT COMPLETION. - 6 -7 A6 l l ] J 'l r J t i J ) ' ! l I l .. u TEST PIT LOG NOTES These notes and test pit logs are intended for use with this geotechnical report for the purposes and project described therein. The test pit logs depict BES's interpretation of subsurface conditions at the location of the test pit on the date noted. Subsurface conditions may vary, and groundwater levels may change because of seasonal variations or r_lUmerous other factors. Accordingly, the test pit logs should not be made a part of construction plans or be used to define construction conditions. The approximate locations of the test pits are shown on the Site Plan. The test pits were located in the field by estimating distances from existing site features. Elevations were interpreted from topographic survey performed by DRYCO Surveying, Incorporated and provided by Jaeger Engineering. "Sample Type" refers to the sampling method and equipment used during exploration where: • 11BS" indicates a bulk sample taken from the ground surface or from the backhoe bucket. "Moisture Content" refers to the moisture content of the soil expressed in percent by weight as determined in the laboratory. "Description and Classification" refer to the materials encountered in the test pit. The descriptions and classifications are generally based on visual examination in the field and laboratory. Where noted, laboratory tests were performed to determine the soil classification. The terms and symbols used in the test pit logs are in general accordance with the Unified Soil Classification System. Laboratory tests are performed in general accordance with applicable procedures described by the American Society for Testing and Materials. ~" Indicates location of groundwater at the time noticed .. ~ Indicates location of seepage of water and the time noticed. TERMS for RELATIVE DENSITY of NON-COHESIVE SOIL Term Very Loose Loose Medium Dense Oense Very Dense Standard Penetration Resistance 0 N" 4 or less 5 to 10 11 to 30 31 to 50 Over 50 blows/foot Al q [ j n n [1 [l r1 1 · fl TEST PIT LOG NOTES continued TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL ·Term Very Soft Soft Medium Stiff Stiff · Very Stiff Hard Unconfined Compressive Strength · 0 to .0.25 tons/square-foot 0.25 to 0.50 tsf 0.50 to 1 .00 tsf l .00 to 2.00 tsf 2.00 to 4.00 tsf Over 4 .00 tsf ! j DEFINITION of MATERIAL by. DIAMETER of PARTICLE f J I .J Boulder Cobble Gravel · Coarse Sand · Medium Sand · Fine Sand Silt Clay 8-inches+ · 3 to 8 inches 3 inches to 5mm , 5mm to 0.6mm 0.6mm to 0.2mm 0.2mm to 0.074mm 0.074 to.0.005mm less than 0.005mm AB rl i I fl f] n n ll r r l ! u n • ! j: J i f i j I .1 .1 ' _..,l: UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) - COARSE GRAINED SOILS (less than 50% fines. Fines are soils passing the # 200 sieve.) GROUP SYMBOL DESCRIPTION MAJOR DMSIONS GW Well-graded GRAVELS or GRAVEL-SAND mixtures, less than 5% fines. GP Poorly graded GRAVELS Of" GRAVEL-SAND mixtures, GRAVELS less than 5% fines. Sihy GRAVELS, GRAVEL-SAN[)..SILT mixtures, more More than half of coarse frndion is larger GM than 1.2% fines. than No. 4 sieve. GC Clayey GRAVELS, GRAVEL-SAND-CLAY mixtures, l'TlOfe than 12% fines. SW Well-graded SANDS °'" Gavelly SANDS mixtures, less than 5% fines. SP Poorly graded SANDS or Gravelly SANDS mixtures, less them 5% fines. SANDS Sihy SANDS, SAND-SILT mixtures, more than 1.2% More than half of coorse froctton is smaller SM fines. than No. 4 sieve. SC Clayey SANDS, SAND-CLAY mixtures, more than 1.2% fines Note: Coarse-grained soils receive dual symbols if they contain between 5 and 12 percent fines. FINE-GRAINED SOILS (More than 50% fines. Fines are materials passing the # 200 sieve) GROUP SYMBOL DESCRIPTION MAJOR DMSIONS ML Inorganic SILTS, very fine SANDS, ROCK FLOUR,,· I Sihy or Clayey SANDS Inorganic CLAYS of low to medium plasticity, SILTS and CLAYS CL Gravelly CLAYS, Sandy ClAYS, Silty CLAYS, Lean Liquid limit less than 50 I CLAYS l OL Orgonic SILTS, or organic Sihy CLAYS of low I plasticity MH I Inorganic SIL TS, Micoceous or Diatomaceous fine SANDS or SILTS, Elastic SILTS I SILTS and CLAYS CH Inorganic CLAYS of high plasticity, fat CLAYS liquid limit greater than 50 I OH I Organic ClAYS of medium to high plasticity I PT I PEAT, MUCK, and other highly organic soils Highly organic soils Note: "fine-groined soils receive dual symbols if their limits plot ieft of the "A" Line and hove o plostici1y index (Pl) of 4 to 7 percent. UNIFIED SOIL CLASSIFICATION SYSTEM· I Bergquist Engineering I Services A9 n n n n n n u n u fl i 1, d T . !- ' .l . l Interior Floor Crawl Space Four-inch diameter, Schedule 40, perforated PVC pipe sloped to drairi Mirafi _l 40N vyrapped around clean gravel · Tightline roof drain Not to Scale Poly sheeting vapor barrier Backfill Native undisturbed soil SCHEMATIC Of FOOTING DRAIN Proied Name: Proposed Jericho Plat Subdivision · · Bergquist Engineering Services AlO For. GWC Inc. BES Project Number: 200402-l ~ ~ ~ @ [NJ 'l ~ & ff ~ ~ © C @ [NJ ~ ·UJJ [L lf & [NJ u ~ TRAFFIC ENGBNEERING • TRANSPORTATION! PLANNING 1712 PACIFIC AVENUE • SUITE 100 • EVERETT, WA 98201 • PH: (425) 339-8266 ° FAX: (425) 258-2922 February 3, 2004 Ms. Kayren Kittrick City of Renton Public Works Department 1055 South Grady Way Renton, Washington 98055 RE: Jericho Plat, 37 Single-Family Detached Units; Traffic Analysis; GTC Project No. 04-017 Dear Ms. Kittrick: Gibson Traffic Consultants (GTC) has been retained by Terry Defoor of GWC, Inc. to conduct a traffic study to satisfy City of Renton requirements for the proposed 3 7 single-family detached units. This study contains the following elements: Level of Service (LOS) analysis performed at the proposed site accesses onto NE 4th Street (opposite Hoquiam Avenue) and Jericho Avenue plus the adjacent signalized intersection ofNE 4t11 Street at Jericho Avenue NE; traffic generation and distribution for the proposed residential development; and, assessment of channelization and alignment issues at the 4th/Hoquiam intersection. This technical memorandum sUJillru;lrizes the results and :findings of the requested traffic analysis. PROPOSED SITE DEVELOPMENT & ACCESS The proposed Jericho Plat development is located on the south side of NE 4th Street between just west of Hoquiam Avenue NE and east to Jericho Avenues NE. A site vicinity map is shown on Figure 1. The site is currently occupied by three (3) single-family residences. The proposed residential development would build 37 single-fumily detached (SFD) homes on the site. The proposed development is scheduled for construction and full occupancy by the year 2005. For the traffic/LOS analysis, 2005 was used for the horizon year analysis. Site access would be provided onto Jericho A.venue NE, with the proposed driveway to .be · located about 160 feet (centerline to centerline) south of the 4th Street intersection. The other access would create the fourth/south leg at the existing intersection of NE 4th Street at Hoquiam Avenue NE. A second/western access to the new plat would be provided off the extension of Hoquiam Avenue, offset about 160 feet south of NE 4th Street. An internal east-west plat road· would connect the two accesses to the City streets. A proposed Site Plan has been included in the attachments. COUNTS/SURVEYS o SITE IMPACTS O LOS ANALYSIS O !EIS O HEARINGS 0 SAFETY O SIGNALS ··PARKING Ms. Kayren Kittrick February 3, 2004 Page2 . METHODOLOGY Study Intersections & Traffic Volumes GTC has selected the study intersections based. on the City's guidelines and per our scoping conversation with Neil Watts. GTC obtained new weekday AM and PM peak period turning movement (TM) counts using Traffic Smithy, which were conducted on January 28, 2004. These TM counts were used in determining existing peak operating conditions at the study intersections. Existing 2004 PM peak turning volumes are summarized in Figure 2. The peak-hour intersection counts were factored to year 2005 baseline conditions by applying a 2% annually compounding growth rate. The future 2005 PM peak turning volumes without the project are shown in Figure 3. Traffic to be generated by the Jericho Plat site has been estimated . using trip generation data published in the Institute of Transportation Engineers'(ITE) Trip Generation manual, 7th edition. The project trip distribution has been determined from 2002 ADT Counts and 2003-2004 peak TM counts in the project area. Level of Service Traffic congestion is generally measured in terms of level of service (LOS). Peak-hour level of service at critical off~site intersections was determined using the methodology described in the 2000 Highway Capacity Manual (HCM). In accordance with the Manual, road facilities and intersections are rated between LOS A and F, with LOS A being free flow and LOS F being forced flow or over-capacity conditions. The level of service criteria is listed in Table 1. The level of service at intersections is measured in terms of average delay per vehicle in seconds. For unsignalized intersections, the level of service is determined by the· worst case of all the calculated lane groups at the intersection. For signalized intersections, the level of service is determined as an average delay for all the entering v.ehicles. As requested by the City of Renton, analysis of critical access intersection of 4th Street and Hoquiam Avenue was completed for both AM and PM peak periods. A PM peak TM count was also obtained from the City for the . signalized intersection of 4th Street and Jericho Avenue and LOS calculations· were also conducted at this location, as site access would be provided onto Jericho A venue. The level of service analysis has been performed for peak-hour existing, baseline and future conditions with the project using Synchro Software version 6 and HCS2000 version 4.ld. The Synchro and HCS2000 runs have been included in the attachments. Terry Gibson, responsible for the traffic analysis and report, is a licensed professional engineer (Civil) in the State of Washington and past-President of the Washington State section ofITE. Ms. Kayren Kittrick February 3, 2004 Page3 EXISTING CONDITIONS Study Area and Street System The street system in the vicinity of the project site is shown on Figure 1. Site access for the Jericho Plat residential development would be provided via NE 4th Street and Jericho Avenue NE to the surrounding area. Jericho Avenue NE is a City local access street that dead-ends north of NE 4th Street and provides access to numerous residential developments south of 4th Street. Jericho Avenue has two (2) travel lanes plus a third lane provided on the road approaches to the 4th Street signalized intersection. The posted speed limit is 30 mph for this City road, and no curb/gutter sections or sidewalks are provided in the project vicinity. NE 4th Street is a five-lane, east-west arterial with a center two-way-left-tum-lane provided and a posted speed limit of 35 mph. NE 4th Street connects to NE 3rd Street to provide access to downtown Renton west of I-405. There is curb, gutter, sidewalk and landscape sections along the length of NE 4th Street on the north side of the road. On the south side along site frontage, a 7-foot paved shoulder is provided. King County Metro provides transit service along NE 4th Street via bus routes 105 and 111 express, with bus stop·s provided at Hoquiam A venue and the Jericho A venue signal. Existing Intersection Volumes GTC obtained new weekday AM and PM peak period turning movement counts (by Traffic Smithy) which were performed on January 28, 2004 at the 4th/Hoquiam intersection and from the City of Renton (April 25, 2003 PM count) for the intersection of NE 4th Street at Jericho Avenue NE. Figure 2 depicts the PM peak-hour turning movement volumes at the study intersections. Existing Level of Service (LOS) Conditions The intersection of NE 4th Street at Hoquiam Avenue currently operates at LOS D during the AM peak-hour and LOS B during the PM peak-hour. The intersection of NE 4th Street at Jericho currently operates at LOS C during the PM peak-hour. Existing LOS conditions and estimated peak delays for each intersection are listed in 'fablt~ 2. · Ms. Kayren Kittrick February 3, 2004 Page4 FUTURE TRAFFIC CONDITIONS Future 2005 without Project Intersection Volumes To establish year 2005 baseline/without project traffic volumes, a 2.0% annually compounding growth rate was applied to the existing traffic volumes based upon previous growth rates for other projects along NE 4th Street. This growth rate accounts for background growth in vehicle volumes on the street system near the project. Figure 3 depicts the future baseline PM peak-hour turning movement volumes at the study intersections. Trip Generation Using average trip rates from Section 210 from the ITE Trip Generation manual (7th edition, 2003), the proposed 37-lot development would generate an estimated 354 daily, 28 AM peak and 37 PM peak trips on an average weekday. Table 3 summarizes the trip generation results for the proposed Jericho Plat development. Trip Distribution The project trip distribution has been determined from 2002 ADT Counts in the area and existing turning movement (TM) counts at study intersections. All site traffic would utilize NE 4th Street for access to the project site. It is estimated that 70% of site traffic will travel to and from the west along NE 4th Street, 20% to and from the east on 4th Street, and the remaining 10% will travel to and from the north along Hoquiam A venue NE. Detailed trip distributions for the AM and PM peak-hours have been included in Figure 41A and 4B, respectively. The PM peak hour trip assignments for turning movements at the study intersections are shown in Figure 5. Future LOS Without Project In the horizon year of 2005, the intersection of NE 4th Street at Hoquiam Avenue would continue to operate at LOS D during the AM peak-hour and LOS B during the PM peak-hour. The signalized intersection of NE 4th Street at Jericho would continue to operate at LOS C during the PM peak-hour. All of the intersections would experience a small increase in delay compared to existing conditions. Future LOS conditions and projected delay values are listed in Table 2. Future LOS with Project In 2005 with the project, the intersection of NE 4th Street at Hoquiam would still operate at LOS D during the AM peak-hour, but would drop from LOS B to C during the PM peak-hour for the existing southbound approach. For the new northbound approach, with construction of the south leg through the project site, peak conditions would degrade to LOS E for both AM and PM Ms. Kayren Kittrick February 3, 2004 Page5 peak-hours. The intersection of NE 4th Street at Jericho would continue to. operate at LOS C · during the PM peak-hour with project traffic added. The intersection of the new Site Access on Jericho Avenue NE would operate at LOS B for the PM peak-hour. Future LOS conditions and projected peakdelays are summarized in Table 2. Peak Queuing The northbound Jericho approach at the 4th Street signal·would have an estimated average queue length of 164 feet for future 2005 PM peak with project. This peak queue backup would extend to the proposed site access and would likely block the driveway access at times during peak-hour periods. Thus, the left-tum out movement from the project site would be difficult at times during peak perjods until the northbound queue clears with every signal cycle. Access/Channelization Analysis OTC staff conducted a detailed analysis of the proposed access points and whether channeliz.ation improvements are rieeded to accommodate project traffic. As stated previously, the subject development proposes access onto NE 4th Street opposite Hoquiam Avenue NE and onto Jericho Avenue NE about 160 feet south of the signaliz.ed intersection at NE 4th Street. Projected peak- hour turning volumes at access intersections would be minor (less than 20 vph) and would not warrant channeliz.ation improvements (separate right-tum lanes on 4th Street eastbound at Hoquiam or Jericho southbound at site access). Wrth construction of the 4th/south leg at the 4th/Hoquiam intersection: the southbound approach should be striped for through/left and right only lanes and the inside SB lane should align ( within 5-6 feet) with the inbound lane for the new south leg; and, the new northbound approach would require a single exit lane (left/thru/right) .. The proposed site driveway locations would meet the maximum number of access points and the minimum access spacing of the City ofRenton's standards; As shown on attached site photos, he available sight distances would be clear and unobstructed in both directions on 4th Street from the northbound access approach opp<>site· Hoquiam Avenue. There is a partial sight restriction .(vertical crest) looking to the south on Jericho Avenue from the proposed access, but approaching · vehicles remain in the view of sight and safe exiting movements can occur. MITTGATION City of R.eeto111 The City of Renton has established traffic mitigation fees of$75 per new average daily trip (ADT) generated by developments. The estimated daily trips for this project is 325 ADT, based on 34 additional SFD lots (37 new-3 existing), which for the proposed development would result in a Ms. Kayren Kittrick February 3, 2004 Page6 total fee of $24,375. This mitigation fee should be applied towards the NE 4th Corridor Improvement project. We trust that GTC's traffic analysis, report and attachments adequately address the traffic impacts of the proposed Jericho Plat residential development, so that the City of Renton can complete its review of the proposed. development. If you have any questions on our analysis or findings, please call us at (425) 339-8266. Thanks. Sincerely, GIBSON TRAFFIC CONSULTANTS, INC. r~~~ Terry L. Gibson, P.E. President Attachments XC: Terry Defoor, GWC, Inc. z ~ ~ i z ~ ~ ~ GIBSON TRAFFIC CONSULTANTS JERICHO PLAT (37 NEW SFD) CITY OF RENTON w z ~ w ~ i NE 12TH ST w z ~ ~ ·~ is w z ~ z 0 z :::> NE4THST w z ~ ...I ...I ~ C w z ~ ~ g :c w z ~ § ffi .... w II) ~- :c ... Ji PROJECT SITE ~oo) -"- SE 116TH ST w II) ~ i= '! N TRAFFIC IMPACT STUDY . GTC #04-017 .FIGURE 1 SITE VICINITY ·MAP _ _/ z w :it ~ f z ~ ii ,~ ·~ I ...J w z ~ w ~ i w z ~ !! II. ~ 0 GIBSON TRAFFIC CONSULTANTS JERICHO PLAT (37 NEW SFD) CITY OF RENTON LEGEND PM PEAK HOUR 364 ··• TURNING MOVEMENT VOLUMES w z ~ z 0 z ::, NE4THST w z ~ ::l ~ C \..2a ,.... (0 I JT\ ~654 51 j 1·, i ( 1,320-0 0 0 0 ""\ w z ~ ~ g ::c )Ml ~ i=I !; SE 116TH ST \..2 (")I'-"'" 1-761 ..) / \.. (36 aj I" ! r· 1,266-tl3 N ~ 343 ""\ N !~PROJECT w z ~ 0 ::c I.) ffi .., SITE 0~ ..J I w U) ~ o_) I" r 0 ""\ g I N 2/2/04 TRAFFIC IMPACT STUDY GTC #04-017 FIGURE2 EXISTING 2004 TRAFFIC VOLUMES PM PEAK HOUR AIRPORT WY :z ~ ~ rf. z ~ i.::: C: rf. GIBSON TRAFFIC JERICHO PLAT (37NEW SFD) CITY OF RENTON CONSULTANTS LEGEND 436 ·-·· w ',z ~ ~ i PM PEAK HOUR NE 12TH ST ~ ~ I ~ 0 TURNING MOVEMENT VOLUMES w z ~ ~ z ::i NE4TH ST w z ~ ::l ~ C \.. 29 ~o~ 1-769 .) j \... f"o s2...1 J·, I r~ 1,346-0 0 0 o, w z ~ ~ ~ w z ~ 0 :c 0 ffi -, w u, ~ I ~--... ~ SE 116TH ST '--2 Mr--'<!' 1-792 , .) l \... (" 37 a...l I"'\ 1 ( 1317-<0 NCO ' r-,.. M 357\ N PROJECT \. SITE ~ ) ~ Ji ! 0 ..J "'\ 1 i <O o, ,;; N . 212104 TRAFFIC IMPACT STUDY GTC #04-017 FIGURE 3 FUTURE 2005 WITHOUT PROJECT TRAFFIC VOLUMES PM PEAK HOUR z ~ ~ ~ z ~ ii I~ j w z ~ w i i NE 12TH ST w z ~ ~ ; 0 GIBSON TRAFFIC CONSULTANTS JERICHO PLAT (37 NEW SFD) CITY OF RENTON LEGEND AWDT NEW SITE TRAFFIC AM .,,C:---·-~ PEAK (DAILY/PEAK HOUR) ~~ TRIP DISTRIBUTION% w z ~ z 0 z ::i NE4TH ST w z ~ ..J ..J ~ Q @ 248 15 ... ->5 w z ~ ~ ::i 0 0 :c I ! 2 t~@ ® 71 1--4 w z ~ § ffi -, PROJECT SITE §cii)) SE 116TH ST m ~ ~ N 1/30/04 TRAFFIC IMPACT STUDY GTC #04-017 FIGURE4A PROJECT TRIP DISTRIBUTION AM PEAK z ~ lo:: 0:: ~ z ~ 1 lo:: ~r ,~ ~· I J w z ~ w ~ ~ NE 12TH ST w z ~ :$ D. ~ 0 GIBSON TRAFFIC CONSULTANTS JERICHO PLAT (37NEW SFD) CITY OF RENTON LEGEND AWDT NEW SITE TRAFFIC PM~--'--> PEAK (DAILY/PEAK HOUR) (2SI TRIP DISTRIBUTION% '-~ . w z ~ z 0 z ::> NE4THST w z ~ ..I ..I ~ C ® 248 10 .. -15 w z ~ ~ g :c 1 w· Cl) ~i ij ... , t~@ 2@ 71 s-3 w z ~ 0 :c 0 ffi .., PROJECT SITE ~ SE 116TH ST w Cl) ~ I N 1130/04 TRAFFIC IMPACT STUDY GTC #04-017 FIGURE4B PROJECT TRIP DISTRIBUTION . PM PEAK z ~ ~ ~ z ~ ~ ~ GIBSON TRAFFIC JERICHO PLAT (37 NEW SFD) CITY OF RENTON CONSULTANTS LEGEND· 483 · • PM PEAK HOUR w z ~ w ~ z 0 . ,::i: NE 12THST w z ~ ~ ~ 0 TURNING MOVEMENT VOLUMES ·~ ~ z 0 z ::i NE4TH ST w z ~ ::l ~ C \... 30 ~ N ~ -774 .J ! \.. r-o s2..J,lr 1,346-"'0 ..... 16 '. w z ~ ~ ~ ~I ~ ~. ... , SE 116TH ST \..2 C') """" 1-792 .) j \.,, {42 a.J \' I r 1,318-~ N ~ 357 ', N ;~PROJECT w z ~ 0 ::c 0 ffi ... SITE N "'~ .) .( w U) ~ a.J I' I o, ~ i= :g ... N 212104 TRAFFIC IMPACT STUDY GTC #04-017 FIGURES FUTURE 2005 WITH PROJECT TRAFFIC VOLUMES· · PM PEAK HOUR Jericho GTC #04-017 . TABLE 1 INTERSECTION LEVEL OF SERVICE (LOS) CRITERIA Control Delay (Seconds per Vehicle) Level of Expected Unsignalized Signalized S . I erv1ce Delay Intersections futersections A Little/No Delay :S;lO :S;lO B Short Delays >10 and :S;15 > 10 and :S;ZO C Average Delays > 15 and :S;25 >20 and :S;35 D Long Delays > 25 and :S;3 5 >35 and :S;55 E Very Long Delays >35 and :S;50 >55 and :S;80 F * >50 >80 * When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. Source: Highway Capacity Manual 2000. LOS A: free-flow traffic conditions, with m:iniinal delay to stopped vehicles (no vehicle is delayed longer than one cycle at signalized intersection). LOS B: generally stable traffic flow conditions. LOS C: occasional back-ups may develop, but delay to vehicles is short term and still tolerable. LOS D: during short periods of the peak hour, delays to approaching vehicles may be substantial but are tolerable during times ofless demand (i:e. vehicles delayed one cycle or less at signal). LOS E: intersections ·operate at or near capacity, with long queues developing on all approaches and long delays. LOS F: jammed conditions on all approaches with excessively long delays and vehicles unable to move at times. Intersection NE 4th Street @ Hoquiam Ave NE -SB (AM) NE 4th Street @ Hoquiam Ave NE -NB (AM) NE 4th Street @ Hoquiam Ave NE -SB (PM) NE 4th Street @ Hoquiam Av~ NE -NB (PM) NE 4th Street @ Jericho Ave NE (PM) Site Access @ Jericho Ave NE (PM) Jericho . GTC#04-017 Table 2 Level of Service Summary FUTURE 2005 COND1TI0NS1 EXISTING CONDITIONS LOS Delay D 25.6 sec Without Project LOS Delay D 27.5 sec !lllllllllllllllll!llll!lllllllllilllllllllllllllllillllllllllllllllllll!llllillllllll 1111111111111111111111111111. B 13.6 sec B 13.8 sec l!llllllllllllllllll!llll!l!llllllllll\lll\llllllllllllll11llll\l\l\lllllllllllllll!II \ll!llllllll\!llllll!llll!ll C 28.7 sec C 32.5 sec 11111111111111111111111111111111111111111111111111111111111111111111111111111111111t1111111 1 1111111111111111111 With Project LOS Delay D 29.2 sec E 44.5 sec C 15.2 sec E 37.1 sec C 33.1 sec B 12.4 sec L Growth rate of2% for growth from existing 2004 to future 2005. Proposed Land Uses Units Single-Family Dwelling 37 Jericho GTC #04-017 TABLE3 TRIP GENERATION SUMMARY Average Daily AM Peak-Hour Trips Total Inbound Outbound 354.09 28 7 21 PM Peak-Hour Total Inbound 37 23 Outbound 14 ~o~~@~ . RAFFIC . @Wl®!lDlLii~Wlii® Jericho GTC#04-017 Net New Trip Distribution % & Associated Trip Assignments (raw values not corrected for.rounding error) AM Version New New AM Peak Hour Trips New New AM Peak Hour Trips % ADT In Out Total % ADT In Out Total 100% 354 7 21 28 100% 354 7 · 21 28 1% 3.54 0.07 0.21 0.28 51% 180.59 3.57 10.71 14.28 2% 7.08 0.14 0.42 0.56 52% 184.13 3.64 10.92 14.56 3% 10.62 0.21 0.63 0.84 53% 187.67 3.71 11.13 14.84 4% 14.16 0.28 0.8.<I 1.12 54% 191.21 3.78 11.34 15.12 5% 17.70 0.35 1.05 1.40 55% 194.75 3.85 11.55 15.40 6% 21.25 0.42 1.26 1.68 56% 198.29 3.92 11.71: 15.68 7% 24.79 0.49 1.47 1.96 57% 201.83 3.99 11.97 15.96 8% 28.33 0.56 1.68 2.24 58% 205.37 4.06 12.18 16.24 9% 31.87 0.63 1.89 2.52 59% 208.91 4.13 12.39 16.52 10% 35.41 0.70 2.10 2.80 60% 212.45 4.20 12.60 16.80 11% 38.95 0.77 2.31 3.08 61% 215.99 4.27 12.81 17.08 12% 42.49 0.84 2.52 3.36 62% 219.54 4.34 13.02 17.36 13% 46.03 0.91 2.73 3.64 63% 223.08 4.41 13.23 17.64 14% 49.57 0.98 2.9.<l 3.92 64% 226.62 4.48 13.44 17.92 15% 53.11 1.05 3.15 4.20 65% 230.16 4.55 13.65 18.20 16% 56.65 1.12 3.36 4.48 66% 233.70 4.62 13.86 18.48 17% 60.20 1.19 3.57 4.76 67% 237.24 4.69 14.07 18.76 18% 63.74 1.26 3.78 5.04 68% 240.78 4.76 14.28 19.04 19% 67.28 1.33 3.99 5.32 69% 244.32 4.83 14.49 19.32 20% · 70.82 1.40 4.20 5.60 . 70% 247.86 4.90 14.70 19.60 21% 74.36 1.47 4.41 5.88 71% 251.40 4.97 14.91 19.88 22% 77.90 1.54 4.62 6.16 72% 254.94 5.04 15.12 20.16 23% 81.44 1.61 4.83 6.44 73% 258.49 5.11 15.33 20.44 24% 84.98 1.68 5.04 6.72 74% 262.03 5.18 15.54 20.72 25% 88.52 1.75 5.25 7.00 75% 265.57 5.25 15.75 21.00 26% 92.06 1.82 5.46 7.28 76% 269.11 5.32 15.96 21.28 27'* 95.60 1.89 5.67 7.56 77% 272.65 5.39 16.17 21.56 28% 99.15 1.96 5.88 7.84 78% 276.19 5.46 16.38 21.84 29% 1!>2.69 2.03 6.09 8.12 79% 279.73 5.53 16.59 22.12 30% 106.23 . 2.10 6.30 8.40 80% 283.27 5.60 16.80 22.40 31% 109.77 2.17 6.51 8.68 81% 286.81 5.67 17.01 22.68 32% 113.31 2.24 6.72 8.96 82% 290.35 5.74 17.22 22.96 33% 116.85 2.31 6.93 9.24 83% 293.89 5.81 17.43 23.24 34% 120.39 2.38 7.14 9.52 84% 297.44 5.88 17.64 23.52 35% 123.93 2.45 7.35 9.80 85% 300.98 5.95 17.85 23.80 36% 127.47 2.52 7.56 10.08 86% 304.52 6.02 18.0E 24.08 37% 131.01 2.59 7.77 10.36 87% 308.06 6.09 18.27 24.36 38% 134.55 2.66 7.98 10.64 88% 311.60 6.16 18.48 24.64 39% 138.10 2.73 8.19 10.92 89% 315.14 6.23 )8.69 24.92 40% 141.64 2.80 8.40 11.20 90% 318.68 6.30 18.90 25.20 41% 145.18 2.87 8.61 11.48 91% 322.22 6.37 19.11 25.48 42% 148.72 2.94 8.82 11.76 92% 325.76 6.44 19.32 25.76 43% 152.26 3.01 9.03 12.04 93% 329.30 6.51 19.53 26.04 44% 155.80 3.08 9.24 12.32 94% 332.84 6.58 19.74 26.32 45% 159.34 3.15 9.45 12.60 95% 336.39 6.65 19.95 26.60 46% 162.88 3.22 9.66 12.88 96% 339.93 6.72 20.16 26.88 47% 166.42 3.29 9.87 13.16 97% 343.47 6.79 20.37 27.16 48% 169.96 3.36 10.08 13.44 98% 347.01 6.86 20.58 27.44 49% 173.50 3.43 10.29 13.72 99% 350.55 6.93 20.79 27.72 50% 177.05 3.50 . 10.50 14.00 100% 354.09 7.00 21.00 28.00 · Jericho GTC#04-017 Net New Trip Distribution % & Associated Trip Assignments (raw values not corrected for rounding error) PM Version New New PM Peak Hour Trips New New PM Peak Hour Trips % ADT In Out Total· % ADT In Out Total 100% 354 23 14 37 100% 354 23 14 37 1% 3.54 0.23 0.1~ 0.37 51% 180.59 11.73 7.14 18.87 2% 7.08 0.46 0.28 0.74 52% 184.13 11.96 7.28 19.24 3% 10.62 0.69 0.42 1.11 53% 187.67 12.19 7.42 19.61 4% 14.16 0.92 0.56 1.48 54% 191.21 12.42 7.56 19.98 5% 17.70 1.15 0.70 1.85 55% 194.75 12.65 7.10 20.35 6% 21.25 1.38 0.84 2.22 56% 198.29 12.88 7.84 20.72 7% 24.79 1.61 0.98 2.59 57% 201.83 13.11 7.98 21.09 8% 28.33 1.84 1.12 2.96 58% 205.37 13.34 8.12 21.46 9% 31.87 2.07 1.26 3.33 59% 208.91 13.57 8.26 21.83 10% 35.41 2.30 1.40 3.70 60% 212.45 13.80 8.40 22.20 11% 38.95 2.53 1.54 4.07 61% 215.99 14.03 8.54 22.57 12% 42.49 2.76 1.68 4.44 62% 219.54 14.26 8.68 22.94 13% 46.03 2.99 1.82 4.81 63% 223.08 14.49 8.82 23.31 14% 49.57 3.22 1.96 5.18 64% 226.62 14.72 8.96 23.68 15% . 53.11 3.45 2.10 5.55 65% 230.16 14.95 9.10 24.05 16% 56.65 .3.68 2.24 5.92 66% 233.70 15.18 9.2-4 24.42 17% 60.20 3.91 2.38 6.29 67% 237.24 15.41 9.38 24.79 18% 63.74 4.14 2.52 6.66 68% 240.78 15.64 9.52 25.16 19% 67.28 4.37 2.66 7.03 69% 244.32 15.87 9.66 25.53 20% 70.82 4.60 2.80 7.40 70% 247.86 16.10 9.80 25.90 21% 74.36 4.83 2.94 7.77 71% 251.40 16.33 9.94 26.27 22% 77.90 5.06 3.08 8.14 72% 254.94 16.56 10.08 26.64 23% 81.44 5.29 3.22 8.51 73% 258.49 16.79 10.22 27.01 24% 84.98 5.52 3.36 8.88 74% 262.03 17.02 10.36 27.38 25% 88.52 5.75 3.50 9.25 75% 265.57 17.25 10.50 27.75 26% 92.06 5.98 3.64 9.62 76% 269.11 17.48 10.64 28.12 27% 95.60 6.21 3.78 9.99 77% 272.65 17.71 10.78 28.49 28% 99.15 6.44 3.92 10.36 78% 276.19 17.94 10.92 28.86 29% 102.69 6.67 4.06 10.73 79% 279.73 : 18.17 11.06 29.23 30% 106.23 6.90 4.20 11.10 80% 283.27 18.40 11.20 29.60 31% 109.77 7.13 4.34 11.47 81°i · 286.81 18.63 11.34 29.97 32% 113.31 7.36 4.48 11.84 82% 290.35 18.86 11.48 30.34 33% 116.85 7.59 4.62 12.21 83% 293.89 19.09 11.62 30.71 34% 120.39 7.82 4.76 12.58 84% 297.44 19.32 11.76 31.08 35% 123.93 8.05 4.90 12.95 85o/c 300.98 19.55 11.90 31.45 36% 127.47 8:28 5.~ 13.32 · 86% 304.52 19.78 12.~ 31.82 37% 131.01 8.51 5.18 13.69 87% 308.06 20.01 12.18 32.19 38% 134.55 8.74 5.32 14.06 88% 311.60 20.24 12.32 32.56 39% · 138.10 8.97 5.4€ 14.43 89% 315.14 20.47 12.4€ 32.93 40% .141.64 9.20 5.60 14.80 90% 318.68 20.70 12.60 33.30 41% 145.18 9.43 5.74 15.17 91% 322.22 20.93 12.74 33.67 42% 148.72 9.66 5.8e 15.54 92% 325.76 21.16 12.88 .34.04 43% 152.26 9.89 6.02 15.91 93% 329.30 21.39 13.02 34.41 44% 155.80 10.12 6.1E 16.28 · 94% · 332.84 21.62 13.1E 34.78 45% 159.34 10.35 6.30 16.65 95% 336.39 21.85 13.30 35.15 46% 162.88 10.58 6.44 17.02 96% 339.93 22.08 13.44 35.52 47% 166.42 10.81 6.58 17.39 97% 343.47 22.31 13.SE 35.89 48% 169.96 11.04 6.72 17.76 98% 347.01 22.54 13.72 36.26 49% 173.50 11.27 6:86 18.13 · 99% 350.55 22.77 13.86 36.63 50% 177.05 11.50 1.00 18.50 100o/c 354.09 23.00 14.00 37.00 Project: Jericho ---------~~~- Project Number: 04-017 Land Use: Single-Family Detached Housing Land Use Code: 210 ---- . AM Version Analyst: MJP ---- Date: 1/30/2004 Checked By: ---- Date: ---- Site Information . Comnonent Quantitv Units of Measure Source Comnonent ADTTrip Generation Rate GrossADT Weekday Daily Traffic (ADT) Quantity Units of Measure Source 9.57 T . 1 Dwelling ITE Trip Generation, nps U. 7th edition mts 354.09 GrossADT Rate x Site Variable (X) .. .. ........ ... . . ......................................................... -·-.......... . ...... ..... ......... .. . . ...... ......... ... . ........ .... ...... .. .. .. ... ' ................... . . ..... .. ... . . . .... .. ············ ······ ........................... ········· ........ ········· ........... . ·.·.·.·.·.·.·.·.·.·.·.····.··.·.·.·.·.· .. ·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.··· ················ ·.· ......................... ·.·.·.·.·.·.·.·.·.·.•.·.·.·.·.· Weekday AM Peak Hour of Ad.iacent Street Traffic Comnonent PM Peak Hour Trip Generation Rate Gross AM Peak Trips Gross Total TOM Credit Pass-By Trips Diverted Trips Ntw:Trips:::::::::::::::::::: Subtotal Check Subtotal vs. Gross Gross Total 'IDM Credit · Pass-By Trips Diverted Trips New Trips Subtotal Check n Quantitv 0.75 27.75 Units of Measure T . 1 Dwelling nps U. mts Gross Trips Trip Factors (%) ADT ADT Peak Hour Total 100% 100% 354.09 0% 0% 0.00 0% 0% 0.00 0% 0% 0.00 //::ioit%: \:/A:00% ·.·.·.··'Js~fo,· ::::::::: .. ~ _: 100% 100% 354.09 OK OK OK T bl a e to ec or oun m~ Ch ki R Trio Factors (%) ADT ADT Peak.Hour Total OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Source ITE Trip Generation , 7th edition Rate x Site Variable (X) AM PeakHour Trips Total 25%In 75%0ut 27.75 6.94 20.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 \\:?it75 ;;:;::://6~94 \\\i(U~i 27.75 6.94 20.81 OK OK OK naccurac1es AM Peak Hour Trios Total 25%In 75%0ut OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Project: Jericho ~---~----~---Analyst: _MJP ___ _ Project Number: 04-017 Date: 1/30/2004 Land Use: Single-Family Detached Housing Land Use Code: 210 Checked By: ___ _ Date: -------- PM Version Site Information Component Ouantity Units of Measure Source Comnonent ADTTrip Generation Rate GrossADT . . . . . . . . . . . . . . . . ..... ····· ........... . Weekday Daily Traffic (ADT) Ouantitv Units of Measure 9.57 Trips I Dwelling Units 354.09 GrossADT Source ITE Trip Generation , 7th edition Rate x Site Variable (X) ........... ·············· ..... ········ ................................. . ... ... ........ .. .. ... . ..... ... .. .... .......... .. . ........... ... .......... .. .. .. . Weekday PM Peak Hour of Adiacent Street Traffic Component PM Peak Hour Trip Generation Rate Gross PM Peak Trips Gross Total TDM Credit Ouantity Units of Measure Source LOI Trips I Dwelling ITE Trip Generation, Units 7th edition 37.37 Gross Trips Rate x Site Variable (X) Trip Factors (%) ADT PM Peak Hour Trips· . ADT Peak Hour Total Total 63% In 37% Out 100% 100% 354.09 37.37 23.54 13.83 0% 0% 0.00 0.00 0.00 0.00 Pass-By Trips 0% 0% 0.00 0.00 0.00 0.00 Diverted Trips 0% 0% 0.00 0.00 0.00 0.00 ~:~itiii~f <<:>:< :>>::t6o.f~ >>>t6o.%: ::::::)sit6~: >>))tjt :<:>]its4: :<=::>it8~ Subtotal Check 100% 100% 354:09 37.37 23.54 13.83 Subtotal vs. Gross OK OK OK OK OK OK a e o ec or oun mg T bl t Ch k ti R d" I naccurac1es · Trip Factors (%) ADT PM Peak Hour Trios ADT Peak Hour Total Total 63%1n 37%0ut Gross Total OK OK OK OK OK OK TDMCredit OK OK OK OK OK OK Pass-By Trips OK OK OK OK OK OK Diverted Trips OK OK OK OK OK OK New Trips OK OK OK OK OK OK Subtotal Check OK OK OK OK OK OK ) 1 NE 4th @ Hoquiam AM Page 1 of 8 Synchro ID: Existing I I 107 245 138 I I Average Weekday 97 0 10 . AM Peak Hour t? ,0. <;:i Hoquiam Ave NE ~ 76 Year: 1/28/04 1,341 ¢:, 1,244 1,320 t? 0 t Data Source: Traffic Smithy 1,801 NE 4th Street . , 1,887 ! NE 4th Street North 62 1) I PHF:; 0:78 460 398. c::> 408 0 <;:i Hoquiam Ave NE <::, fr 1) 0 0 0 I I 0 0 0 I I Future without Project I 109 250 141 Average Weekday 99 0 10 AM Peak Hour t? ,0. <;:i Hoquiam Ave NE <::, 78 Year: 2005 1,368 ¢:, 1,269 1,347 Growth Rate :; 2.0% t? 0 t Years of Growth:; 1 1,837 NE 4th Street ! 1,9251 NE 4th Street 1,763 North Total Growth:; 1.0200 63 1) 469 406 c::> 416 0 <;:i Hoquiam Ave NE <::, fr 1) 0 ·o 0 I I 0 0 0 I Total Project Trips I ' 3 2 Average Weekday 0 0 AM Peak Hour t:? ,0. <;:i Hoquiam Ave NE <::, 1 15 ¢:, 7 8 t? 0 t 20 NE 4th Street [K] NE 4th Street 9 North 0 1) 5 0 c::> 5 <;:i Hoquiam Ave NE <::, fr 1) 8 I I 6 16 10 I Future with Project I 110 253 143 Average Weekday 99 1 I 10 AM Peak Hour t? ,0. <;:i Hoquiam Ave NE <::, · 79 1,383 ¢, 1,276 1,355 t? 0 t 1,857 NE 4th Street · 11,949 l NE 4th Street 1,n2 North 63 1) 474 406 c::> 417 5 <;:i Hoquiam Ave NE II, . fr 1) 8 I 1 I I 6 16 10 1 NE 4th @ Hoquiam AM Page 2 of 8 Total Pipeline Project Trips I I 0. 0 0 Average Weekday 0 0 0 AM Peak Hour r7 {I. ~ Hoquiam Ave NE ~ 0 0 ¢, 0 0 r7 0 t 0 NE 4th Street o::J NE 4th Street 0 North 0 ll I 0 0 c::, 0 0 ~ Hoquiam Ave NE ~ 'fr ll 0 0 0 I I I 0 0 0 Pass-By Project Trips I I 0 0 0 Average Weekday 0 0 0 AM Peak Hour r7 {I. ~ Hoquiam Ave NE ~ 0 0 ¢, 0 .Q r7 0 t 0 NE 4th Street o::J NE 4th Street North 0 ll 0 0 ~ 0 0 ~ Hoquiam Ave NE ~ 'fr ll 0 0 0 I I 0 0 0 2 NE 4th @ Hoquiam PM Page 3 of 8 Synchro ID: 2 Existing I I 63 142 I 79 I Average Weekday 47 0 16 PM Peak Hour r? -0, ~ ·Hoquiam Ave NE ~ 28 Year: 1/28/04 801 · ¢, 754 782 r? 0 t Data Source: Traffic Smithy 2,172 NE 4th Street I 2,216 I NE 4th Street North 51 ~ PHI;= 0.94 1,371 .1,320 Q 1,336 0 ~ Hoquiam Ave NE ~ ii' &l 0 0 0 I I 0 0 0 I Future without Project I 64 145 1 81 Average Weekday 48 0 I 16 PM Peak Hour r? -0, ~ Hoquiam Ave NE ~ 29 Year: 2005 817 ¢, 769 798 Growth Rate = 2.0% r? 0 t Years of Growth= 1 2,215 NE 4th Street I 2,2601 NE 4th Street North Total Growth= 1.0200 52 ~ 1,398 1,346 ¢ 1,362 0 ~ Hoquiam Ave NE ~ ii' &l 0 0 0 I I 0 0 0 I Total Project Trips I 2 3 Average Weekday 0 2 0 PM Peak Hour r? -0, ~ Hoquiam Ave NE ~ 10 ¢, 5 6 r? 0 t 26 NE 4th Street 0§] NE 4th Street 7 North 0 ~ 16 0 ¢ 16 ~ Hoquiam Ave NE ~ ii' &l I 5 o · I I I 18 24 6 i. Future with Project I I 66 148 1 82 Average Weekday 48 2 16 PM Peak Hour r? -0, ~ Hoquiam Ave NE ~ 30 827 ¢, 774 804 r? 0 t 2,241 NE 4th Street 12.290 I NE 4th Street 2,167 North 52 ~ 1,414 1,346 ¢ 1,363 16 ~ Hoquiam Ave NE ~ ii' &l 5 0 I I 18 24 6 2 NE 4th @ Hoquiam PM Page 4 of 8 Total Pipeline Project Trips I I 0 ' 0 0 Average Weekday 0 0 0 PM Peak Hour t? ~ <:, Hoquiam Ave NE <:, 0 0 ¢:, 0 0 t? 0 t 0 NE 4th Street D:J NE 4th Street 0 North 0 z;i 0 0 c::, 0 0 <:, Hoquiam Ave NE ~ i)' Cl 0 0 0 I I 0 ·O 0 Pass-By Project Trips I I 0 l 0 0 . , Average Weekday 0 0 0 PM Peak Hour t? ~ <:, Hoquiam Ave NE <:, 0 0 ¢:, 0 0 t? 0 t ·O NE 4th Street D:J NE 4th Street 0 North 0 Cl 0 0 c::, 0 0 <:, Hoquiam Ave NE <:, i)' Cl 0 0 0 I I 0 ·I 0 0 3 NE 4th@ Jericho Ave PM Page 5 of 8 Synchro ID: 3 Existing I I 14 26 12 Average Weekday 3 7 4 PM Peak Hour r2 -0-~ · Jericho Ave NE "' 2 Year: 4/25/03 1,029 ¢, 761 799 c? 36 t Data Source: City of Renton 2,646 NE 4th Street ! 2,734! NE 4th Street 2,106 North 8 t' PHF = 0.98 1,617 ·1,266 ¢ 1,307 . 343 ~ Jericho Ave NE "' il' t' ' 265 2 37 I I 386 304 1 690 Future without Project I I 14 26 12 Average Weekday 3 7 4 PM Peak Hour r2 -0-~ Jericho Ave NE "' 2 Year: 2005 1,071 ¢, 792 831 Growth Rate = 2.0% c? 37 t Years of Growth= 2 2,753 NE 4th Street j 2,8431 NE 4th Street 2,190 North Total Growth = 1.0404 8 t' 1,682 1,317 ¢ 1,359 357 ~ Jericho Ave NE "' il' t' 276 2 38 I I 401 717 316 Total Project Trips I I 0 0 0 Average Weekday 0 0 0 PM Peak Hour r2 -0-~ Jericho Ave NE "' 0 6 ¢, 0 5 r2 5 t 7 NE 4th Street DD NE 4th Street 8 North t' ¢ 3 0 ~ Jericho Ave NE "' il' t' 6 0 2 I I 5 I 13 8 Future with Project I I 14 26 12 Average Weekday 3 7 I 4 PM Peak Hour c? -0-~ Jericho Ave NE "' 2 1,077 ¢, 792 836· r2 42 t 2,760 NE 4th Street ! 2,857! NE 4th Street North 8 t' 1,683 1,318 ¢ 1,362 357 ~ Jericho Ave NE "' il' t' 1 282 2 40 I I 406 324 730 3 NE 4th @Jericho Ave PM Page 6 of 8 Total Pipeline Project Trips I I 0 0 0 Average Weekday 0 0 0 PM Peak Hour t? ~ ~ Jericho Ave NE ~ 0 0 ¢, 0 0 t? 0 t 0 NE 4th Street CD NE 4th Street 0 North 0 QI 0 0 c::, 0 0 ~ Jericho Ave NE ~ 1J l:l 0 0 0 I I 0 0 0 I Pass-By Project Trips I 0 0 0 Average Weekday 0 0 0 PM Peak Hour t? ~ ~ Jericho Ave NE ~ 0 0 ¢, 0 0 t? 0 t 0 NE 4th Street CD NE 4th Street '. -0 North 0 l:l 0 0 c:, 0 0 ~ Jericho Ave NE ~ ft l:l 0 0 0 I I I 0 0 0 4 Site Access@ Jericho Ave PM , Page iot 8 Synchro ID: 4 Existing I I 386 690 I 304 Average Weekday 0 386 0 PM Peak Hour (} -0, "' Jericho Ave NE ~ 0 Year: 4/25/03 0 ¢, 0 0 (} 0 i Data Source: City of Renton 0 Site Access ~ North 0 0 PHF = 0.98 0 0 c:, 0 0 "' Jericho Ave NE ~ fr 0 690 I 0 304 0 I I 386 304 Future without Project I I 402 718 316 Averag,e Weekday 0 402 0 PM Peak Hour (} -0, "' Jericho Ave NE ~ 0 Year: 2005 0 ¢, 0 0 Growth Rate = 2.0% t? 0 i Years of Growth= 2 0 · Site Access ~ 0 North Total Growth= 1.0404 0 0 0 0 c:, 0 0 "' Jericho Ave NE ~ fr 0 0 316 0 I I -402 718 316 Total Project Trips I I 5 13 8 Average Weekday 5 0 0 PM Peak Hour t? -0, "' Jericho Ave NE ~ 0 5 ¢, 0 0 t? 0 t 13 Site Access DD 0 North 8 0 8 0 c:, 0 0 "' Jericho Ave NE ~ fr 0 0 0 0 I I 0 0 0 Future with Project I I 407 731 324 I Average Weekday 5 402 0 PM Peak Hour t? -0, "' Jericho Ave NE ~ 0 5 ¢, 0 0 t? 0 t 13 Site Access @] 0 North 8 0 l 8 0 c:, 0 0 "' Jericho Ave NE ~ fr 0 0 316 0 I I 402 718 316 4 Site Access@ Jericho Ave PM Page 8 of 8 Total Pipeline Project Trips I I 0 0 0 Average Weekday 0 0 0 PM Peak Hour r2 ~ ~ Jericho Ave NE "' 0 0 ¢, 0 0 r2 0 t 0 Site Access [TI 0 North 0 ~ 0 0 ~ 0 0 ~· Jericho Ave NE "' 'fr' ~ 0 0 0 I I 0 0 0 Pass-By Project.Trips I I 0 0 0 I I Average Weekqay 0 0 0 PM Peak Hour r2 ~ ~ Jericho Ave NE "' 0 ¢, 0 0 r2 0 t 0 Site Access [TI 0 North 0 ~ ·o 0 ~ 0 0 ~ Jericho Ave NE "' 'fr' ~ I 0 0 0 I I 1. 0 I 0 0 -~o~@@IM RAFFHC @IM~IUJIL "ii"~IM"ii"~ BY: M. :!'P . DATE I PROJECT Te.r\ c:.ho -Pf~ -- ...... EET: l OF~ CHECKED 'fL+-. DATE o . · . JOB NO. Oll-0/7 . · . . SUBJECT--------------------------'--- ............. 1 ... 3Tl ........ ~ ... lfi:>I ·········+ [ ! ! .... : ........... _,. ___ ....... +.._. ....... i ........... ) ......... -~.\ : : : 1 1 ~ : ·········+· . T~e .. ~~·~ '.= I jJJ ~ ,-i): , :-r E1 I ~1lf 1/~k 1zii; ....... ) ............. L ... .L ... . ; : : . . . J4,,~S ··-to"Y'r I\ lo, lO.t . l ~JJ.J .~ It lC . , , : . 8! \ t ·····•·'············-+·············t···• .. ,. ... l ... >··l ..... : ............ ) ............. ! j . ~ j . ., .. , . .L_ ....... ! .......... ~---····---·-·;-------·· -··t .......... : ............ : ............. ! ; l ' •......... L.2P%. ~ ; i ,.-,. ........ ·O.•••··-····< .. ···············--..... 1 .. ! ....... ! .......... .L ·································,····1·.·1········ •• .. r~l~JQ~~\:t19 LL ....... 1 Ji:.... ' ......... ' .......... . a: 3 ' ' • ·-. "" ··? ... , -...... _. 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L , .... . • '<> ,;.,, •• .. : • • •••.•• :.· _______ .... : ••• : . -~ -.. ··.··--· .... -.............................. ··,--········-r····-······; 0 1712 PACIFIC AVENU.E O SUITE 100 ., EVERETT, WA 98201 o PH: (425) 339-8266 ° FAX: (425) 258-2922 r ~__J- INTIERSECTION TURN MOVl:ll"ilENT SUMMARY REPORT u I I 11 II /IT= H )P= <E----1341 62 6.2% 398 0.73 0 0 ~ T=7% t 107 97 0 ~ t __j ------3> t t ~ 0 0 Jo T=0% P= 0.49 Peak Hour t 07:00-08:00 · 138 Total Entry Volume 10 1887 4 <E---1320 t]6 T= 2.4% ~1244 P= 0.84 ~ r 408 --3> 0 T=% Trucks By Approach 0 t P = PHF By Approach P=O I File: KDFA LOCA TIO/II: NE 4TH ST(SE 128TH ST) AT HOQUIAM AVE NE (SE 142ND ST)' RENTON Date: 01/28/04 Day:WED Time: 07:00 • 09:00 Repo,t Prepared for: GIBSON TRAFAC CONSULT ANTS -~ Surveyed By: ~ TRAFFIC SMITHY, INC ~ 1225 NW MURRAY BLVD SUITE 111 POR11AND, OR 97229 Phone: 503-641-6333 Fax: 503-643-8866 Repo,t Reviewed by: GC EASTBOUND SOUTHBOUND ~ NORTHBOUND WESTBOUND TIME PERIOD t ~ __j ~ 1 4 1 r -r-~ '1' ALL 07:00-07:05 0 36 10 16 0 1 0 0 0 0 116 14 193 07:05-07:10 0 44 22 14 0 0 0 0 0 0 106 20 206 07:10-07:15 0 28 17 19 0 0 0 0 0 0 115 24 203 07:15-07:20 0 32 6 14 0 1 0 0 0 0 117 7 177 07:20-07:25 0 37 2 18 0 3 0 0 0 0 98 3 161 07:25-07:30 0 27 2 3 0 2 0 0 0 0 119 2 155 07:30-07:35 0 36 0 0 0 0 0 0 0 0 110 1 147 07:35-07:40 0. 33 0 3 0 1 0 0 0 0 110 0 147 07:40-07:45 0 26 1 7 0 0 0 0 0 0 100 1 135 07:45-07:50 0 38 1 1 0 0 0 0 0 0 98 1 139 07:50-07:55 0 30 1 2 0 1 0 0 0 0 94 3 131 07:55-08:00 0 31 0 0 0 1 0 0 0 0 61 0 93 08:00-08:05 0 47 1 1 0 1 0 0 0 0 89 2 141 08:05-08:10 0 36 3 2 0 0 0 0 0 0 76 4 121 08:10-08:15 0 37 1 0 0 1 0 0 0 0 60 3 102 08:15-08:20 0 28 0 3 0 2 0 0 0 0 89 5 ·---ur-- 08:20-08:25 0 44 0 4 0 2 0 0 0 0 98 0 148 08:25-08:30 0 50 0 0 O· 1 0 0 0 ·O 84 1 136 08:30-08:35 _ .Q 45 -1 5 0 1 0 0 0 0 94 3 ~-- 08:35-08:40 0 67 0 1 0 0 0 0 0 0 93 2 163 08:40-08:45 0 46 . 1 2 0 2 0 -o 0 0 83 2 136 !llf:45-08:50 0 40 3 1 0 1 0 0 0 0 111 0 156 08:50-08:55 0 47 2 1 0 0 0 0 0 0 76 0 126 08:55-09:00 0 43 0 3 0 1 0 0 0 0 78 1 126 TOTALS 0 928 74 120 0. 22 o. 0 0 0 2275 99 3518 PHF 0 0.92 .· 0.32 0.48 0 0.42 0 0 0 0 0.92 0.33 0.78 % Trucks 0 6.3 5.4 5.8 0 13.6 0 0 0 0 2.4 3 3.7 Stopped Buses 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 2 :iP= 0.73 ,, i! !I I 460 H ---- Ii 'I ii fi lr ! L .. _ ,--·· INTEIRSIECTION TURN MOVIEl\lufNT PEAK HOUR REPORT T= 5.6% P= 0.54 Peak Hour 07:00-08:00 J 101 t 138 Total Entry Volume 97 0 10 1887 341 ~ 1 4 ~320 62 _]' t_76 0 T=2% 398 -c,> -E--1244 P= 0.84 0 -i ~ -----3-~ i r 408 -----3- 0 0 0 I T =% Trucks By Approach I 10 0 i p = PHF By Approach ! T=0% P= 0 .. File: KDFA. LOCATION:. 1 i NE 4Tli ST(SE 128TH ST) AT. HOQUIAM AVE NE (SE 142ND ST) RENTON -- Date: 01/28/04 Day:WED lime: 07:00 -09:00 " Report Prepared for: GIBSON TRAFFIC CONSULTANTS Surveyed By: TRAFFIC SMITHY, INC I 1225 NW MURRAY BLVD SUITE 111 I PORTLAND, OR 97229 Phone: 503~641-6333 Fax: 503-643-8866 Report Reviewed by: GC EASTBOUND S0Ui1iBOUND ~NORTHiOUNDr WESTBOUND TIME PERIOD -i ---) _]' ~ t 4 .r-+---t_ ALL ·----- ALL VEHICLES 07:00-07:15 0 108 49 49 0 1 0 0 0 0 337 58 602 07:15-07:30 0 96 10 35 0 6 0 0 0 0 334 12 493 07:30-07:45 0 95 1 10 0 1 0 0 0 0 320 2 429 07:45-08:00 0 99 .2 3 0 2 0 0 0 0 253 4 363 UGHT TRUCKS (SINGLE UNIT 2 AXLES} 07:00-07: 15 0 4 1 2 0 0 0 0 0 0 1 2 10 07: 15-07:30 0 1 ·2 3 o. 1 0 0 0 0 5 1 13 07:30-07:45 0 1 0 0 0 0 0 0 0 0 6 0 7 07:45-08:00 0 5 0 0 0 0 0 0 0 0 4 0 9 MEDIUM TRUCKS (SINGLE UNIT >2 AXLES) 07:00-07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15-07:30 0 3 0 0 0 0 0 0 0 0 1 0 4 07:30-07:45 0 2 0 0 0 0 0 0 .0 0 2 0 4 07:45-08:00 0 5 0 0 0 0 0 0 0 0 5 0 10 HEAVY TRUCKS (SEMI-TRACTOR TRAILER) ----·-··---------~-- 07:00-07: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 07: 15-07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30-07:45 0 0 () 0 0 0 0 0 0 0 0 0 0 07:45-08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 BICYCLES 07:00-07: 15 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15-07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30-07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45-08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 PEDESTRIANS Crosswalk SOUTH WEST EAST NORTH ALL 07:00-07: 15 0 0 0 0 0 07:15-07:30 0 0 0 0 0 07:30-07:45 0 0 0 0 0 07:45-08:00 0 0 0 0 0 Peak Hour By Movement PHF 0 0.92 0.32 0.49 0 0.42 0 0 0 0 0.92 0.33 0.78 % Trucks(AII) 0 · 5.3 · 4.8 5.2 0 10 0 O· 0 0 1.9 3.9 3 % Trucks(M+H) 0 2.5 0 0 0 0 0 0 0 0 0.6 0 1 Stopped Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Totals 07:00-08:00 0 398 62 97 0 10 0 0 0 0 1244 76 1887 07: 15-08: 15 0 410 18 51 0 11 0 0 0 0 1132 27 1649 07:30-08:30 0 436 8 23 0 10 0 0 0 0 1069 21 1567 07:45-08:45 0 499 9 21 0 12 0 0 0 0 1019 26 1586 08:00-09:00 0 530 12 23 0 12 0 0 0 0 1031 23 ,1631 ii".=:-·~--i' ~ XNTIERSECTXON TURN MOV.NT SIUJMMARY REPORT File: KDFB I T= 1.6% t 67 I 52 0 27 ~ t 50 _j 0 1304 -, P= 0.8 6 1 ---3> !I 1355 I' ,I ' . ---i ·I ! I ' I TIME PERIOD 16:00-16:05 16:05-16:10 16:10-16:15 16:15-16:20 16:20-16:25 16:25-16:30 16:30-16:35 16:35-16:40 16:40-16:45 16:45-16:50 16:50-16:55 16:55-17:00 17:00,17:05 17:05-17:10 17:10-17:15 17: 15-17:20 17:20-17:25 17:25-17:30 17:30-17:35 17:35-17:40 17:40-17:45 17:4:S:-~ 17:50-17:55 17:55-18:00 TOTALS PHF % Trucks Stopped Buses Pedestrians -i t ~ 1 0 t 1 - T=0% EASTBOUND -i ~ _j 0 99 2 0 76 4 0 112 6 0 92 2 0 117 4 0 89 5 0 117 3 0 88 3 0 105 7 0 104 3 0 105 7 0 93 2 1 106 4 0 118 4 0 133 7 0 129 1 0 114 7 0 108 3 0 63 2 0 67 0 0 70 3 0 60 4 0 49 3 2 74 2 3 2288 88 0.25 0.86 0]4 0 1 1.1 0 0 0 0 ---- P= 0.76 Peak Hour LOCATION: t 16:20-17:20 77 ·, NE 4TH STRfET (SE 128TH ST) AT HOQUIAM AVE NE0(SE 142ND ST) Total Enby Volume RENTON 15 2224 I 4 <E---1301 t_27 Date: 01/28/04 Day:WED T= 1.7% Time: 16:00 -18:00 -E---774 -- Report Prepared for: P= 0.92 GIBSON TRAFFIC CONSULTANTS• r> Surveyed By: 1, r 1319 ~ TRAFFIC SMITHY, INC 0 1225 NW MURRAY BLVD SUITE 111 T=% Trucks By Approach PORTLAND, OR 97229 1 t Phone: 503-641-6333 Fax: 503-643-8866 P = PHF By Approach P= 0.25 -- Report Reviewed by: GC SOUTHBOUND ~ NORTHfOUND r WESTBOUND ~ ~ 4 -r--E---"' ALL L 3 0 1 0 0 11 1 1 0 0 4 0 2 0 0 2 0 1 0 0 2 0 2 0 0 7 0 2 0 0 3 0 1 0 0 6 0 3 0 0 4 0 0 0 0 7 0 1 0 0 2 0 2 0 0 2 0 0 0 0 4 0 1 0 0 4 0 0 0 0 6 0 0 0 0 5 0 3 1 0 2 0 3 0 0 2 0 2 0 0 3 0 2 0 0 3 0 2 0 0 0 0 2 0 0 3 0 0 0 0 3 0 1 0 0 3 0 4 -0 0 91 1 36 1 0 0.76 0 0.63 0.25 0 2.2 0 0 0 0 0 0 0 0 0 1 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 0 0 0 0 0 67 3 57 2 76 1 53 3 69 5 55 1 68 1 69 2 69 6 57 5 79 2 53 1 77 1 49 0 74 1 55 2 57 4 47 3 79 1 61 2 75 1 49 3 67 4 47 0 1509 54 0.93 0.52 1.7 1.9 0 0 8 175 152 201 -153 ------ 199 159 193 171 191 177 197 151 -----194 . ~- 175 221 196 187 165 150 135 151 119--- 127 132 ---------·--- 4071 0.94 1.3 . "~ . f ·:·~ .• ~-==. ======a,=====,======,~ ~ ., . ' I INTERSECTION TU~N fi\lilOV NT PEAK HOUR REPORT .. · I I . T= 1.6 % . -}.63 l 47 -·-------1 · , . 51 _j ~. . T= o.a.01~ . P=c. 0.92 ., ,, 't ) 1372 1320 ---3> r --i .. <h . I 1 ! 1 '1, T=0% 0 P= 0.93 79 . J, 16 4 'l..28 . , <E----754 i 0 1 i P= 0.25 Peak Hour 16:30-17:30 ·. Total Entry Volume 2218 ~782 T= 1.5 % · p,:,,0.91 1336 ---3> T=% Trucks By Approach P = PHF By Approach ·File: KDFB : ·· .' ·. 1 . ·_~:_ __ ·--~· LOP4TION; . · ·. ( NE 4TH STREET (SE 128Tll ST) AT HOQUIAM AVE NE (SE i42ND ST) . · I . RENTON. . . ff Date: 01/28/04 Time: 16:00 '." 18:00 Report Prepared (or: . . Day:WED GIBSON JRAFfIC CONSULTANTS Surveyed By: TRAFFIC SMITHY, INC 1225 NW MURRAY BLVD SUITE 111 PORTLAND, OR 97229 Phone: 503-641-6333 Fax: 503-643-8866 Report Reviewed by: GC ! .; - I !! Ii 11 EASTBOUND TIME P-ERIOD -i ~ . -1. · SOUTHBOUND f-J t 4 ~ NORTHBOUND 1 r-7.· WESTBOUND ~ '<E--"' ALL L_ -----· ~--·---- ALL VEHICLES· 16:30~16:45 0 310 13 '• 13 · 0 4 0 0 ·O 0 206 9 555 . '16:45-17:00 0 302 i2 11 0 · 3 0 0. 0 0 189 8 .525 .' 17:00-17:15 1 357 15 14 0 1 0 0 0 0 200 2 · 590 17:15-17:30 0 351 11 . 9 0 8 1 0 0 0 159 9 548 UGHT TRUCKS (SINGLE UNIT 2 AXLES) . 16:30-16:45 0 2 0 0 0 0 0 0 0 0 3 0 5 . 16:45-17:00 0 3 1 0 0 0 0 0 0 0 3 0 7 17:00-17:15 0 1 0 ,1 0 0 0. 0 0 0 2 0 .4 17:15~17:30 ci i. 0 . 0 0 0 0 0 o. 0 . 4· 0 ,5 ----- 0 0 ... 0 0 0 0 L· () O· 0 0 0 0 'i . MEDIUM TRUCKS (SINGLE UNIT >2 AXLES) 16:30-16:45 0 1 0 . 0 p 0 16:45:17:00 -ci 1 0 0 0 0 . 17:00-17:15 0 0 0 0 0 0 0 o· 0 0 .0 0 0 17:15°17:30 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 HEAVY TRUCKS (SEMI-TRACTOR TRAILER) . 16:30°16:45 0 . -0 0 . 0 0 b 0 0 .o 0 0 0 Ci 0 -iO-. 0 0 0 0 0 "16:45~17:00 0 0 0 0 0 . 0 17:06-17: 15 0 0 0 0 CJ 0 17:15~17:30 0 0 0 . . 0 ·. 0 0 0 ·o ·o 0 0 0 ·o. BICYCLES-~~--~~-=-===--'-=----'-:--'-'-,=-~-:-~-----'--'--'--'-----"-==-==-'-----'----'---'--- l6:30•16:45 O· ' 1 0 0 • 0 0. 16:45-11:00 . ·o · o o o o o 11:00-11:15 · o o o ·o : o o · 17:15-17:30 0 ' 0 0 0 0 . 0 PEDESTRIANS 'Crosswalk . 16:30-16:45 16:45-17:00 . , 17:00-17:15 . 17:15~17:30 SOUTH 0 0 0 () Peak Hour By Movement .. ··P,HF 0.25 0.92 % Trucks(AII) 0 ·, 0.8 % Trucks(M+H) 0 0.2 -. ·-·~ Stopped .Buses 0 0 .. =:.::cc· Hourly Totals 16:00:11:00 ff 1197• .16:15-17:15,. 1 1267. . 16:30-17:30 1 1320 ·16:45-17:45 1 1210 17:00-18:00 ~3' 1091 1:t85 0:84. 0 0.5 2 2.1 0 b 0 ·o 0 0 0 .o. 0 0 48. 53 1 . 16 Si . 49 ·. 0 .~13. 51 4T 0 "16: 43 40 ·o 18 40 38 -0 20, 0 .· 0 --0 ···O o. -0 1 0 0 0 0 0 0 0 0 -•, ·O 0 0 0 0 0 . 0 0 0 -0 0 0 0 --~- EAST NORTH ALL Q 0 0 '0 -2 3 :o -0 0 0 2 2 0.25 0 0 0 0.92. . 0.78 · 0.94 0 . 0 .. · 0 .0 1.6 0 L1 0 0 0 0 0 0 0;1 O· 0 .o 0 0 0 0 \0 0 0 b 772 . : 32 2119 0 0 0 0 772 28. . 2181. · 1 ' 0 0 0 754 28 2218. 1 0 0 ·.··o 763 23 2099· 1 0 0 .o ,737. 22. , 1952 01/29/2004 10~23 4255887784 01/28/2004 14;00 2539331587 ~cnaNNAME TRAFFIC SMITHY KYISHA TS PROJECT# For Office UM At! tw4f FAGE 02 PAGE 01 ~--··· u:~·-,.!i• ~~~t*-2±:__.W~-vJ'2.~-GS&....L!V'~t..-~ct,~L~h~1z.,~J~s~'2-~~~~~:;:-;;;;;.-i MAP PAGE POSffl> SPEE0 ....... SURVEYDAiE /JA e "' a \ .. D J IP L: 9 a .. .. .,,. . • • • • -" .. . • " a e <8-- • • 9 .. .. . ... (:I . .. "' --, --, ••"be,·.,,.01.,+o " 9 •• 0 C) '1) Cl .. • ,air.. YE'*: --J' O Slandald Trafflo UOht o-+ Right Tum Am1N Light __,l'1 @I/iii• Medlen ,+O. Lsft Tum AITOW Light .. A Countet's Posftion lol And Dire<rtion ~ 1),-Show Curbs, Edges Of Pavement Crosswalks And Lane Lines. "" Show What Traffic Mavements Occur From E:actt Lane. ~ Show Your Posltfon And Dlrectlofl Our1n9 The Count. ,ii,, For Stop Sign Controued tmel'Hl;.1ions ShOW Pol:litlon Of Stop Sign. .,_ For Signalized lnwrsections Show Position Of Lights. (II,. [)Jaw Sntire tnter$9Cti0n, Even If You Are Sharing The Count. i 35° A. NORTH NORlHISUP ~ ... ,0 • .... ~ • ... . .. • Q • • fQ •• - Left Tum Only Lane JI fl, Thru Only Lane -;;;;• Option l.an98 Right Tum Only Lane +· lllfeaH lnch.1clle In Yo11t Layout S'l«!iteh: e Stop SigM · e Stnlet Nttrnss 9 Land~lb e Cro!J$Wa.lb o Store N:;imes • Biko Lanes O Gas stations etc. • Bu~ Stops 01/29/2004 10:23 4255887784 0112012ee4 14:00 253B3315E Manua~CountSheet I 1 ........ j ~ t .... N \ ~ l ..... \ 11,&"J a:, \ r- co \ o» \ C ~ ~ ..... N ..... C'I') \ \ ..... .... \ .. en ..... co· ....... ,.._ .... cc .... en . I \ I ..... 0 N ...... N \" 4'il I N ·. . M N ~ ... N l.,.. . TRAFFIC 9v1ITHY KV I SHA ~ t ~ . I I r I 1111 lt 11 l , J I I, I \ PAGE 03 .. PAGE 0~ -+-L I I . JJ j J I " J II l I ~ .. " ) ProjectNo.: 04-017 Day & Date: Friday, 4/25/03 Project Name: Jericho ~~~~~~~~~~~~ Time Start: 3 :00 PM Prepared by: MJP Time End: 5:00 PM Checked by: Weather: Clear Location: NE 4th St@Jericho Ave NE NE 4th St NE 4th St Jericho Ave NE Jericho Ave NE · Time Eastbound Westbound Northbound Southbound Total ...... •.••. . .. . ... .. .. . .. ... .. . .... ... .... ....... ... . .................... . Interval ·.· .·.· .·. ·.· · · .·. ·.·.·.·.· ·. · · · ·· · ·. ·.·. .·.·.·.· ·· · · · · ·. ·.·. ·. ·. · · ·. ·. ·. ·. · ·· ··· · · · .·.· · · · ·.·. · · · · ·.·.·.·.· .. ·.·.· ·· .·.·. · · · ··· · · ·.·. · · ·· · · ·· · ·. · · · · · · · · · · · ALL T :::ii./:: :\g:::::: ::;:jf;::: T :\1/:: :=/:s:/ ./;R/: T :/1/: :::::s:=/ :\R::::: T :;:/1/:: ::::::s:/ ::::::if'.:'. Ending At :::::::'.:'.:'.: :::::::::::::: :::::::::::::: ::::::::::<: :::::::::::::: ::::::::::::: <:::::::;:;: ::::::::::::: :::::::::::::: :-:·:<·>>> ·:-:·:··:·:·:· ·:·:·:·:·:·:·: APP 15 Minute Cumulative Volumes 3:15 PM o >:?A ::::2~2: >:>:,~ o :::::=::A ::>:t~~ ::::::: :~ o :>:>s$· ::<:>:t :>:>:tti. o :>:>)f <:>:>~ ::::::::::::i 599 3:30 PM o ;:::::::::s :::::s;i:4: :/=is) o ::::::::::);. ::::::n1 ::::>:::::i o :::::itm :::::::::::r ::::::::1s o :::::::::s ::::::::>1 :::::::::::2 1,255 · 3:45 PM O //j~ <{$$(): :}:i~~ 0 /\j~ ;:)$.i~ //:j O ·\)t~ //::~: /\~~ 0 ::/:\?: ://'.:4. \\'.:'.~ 1,927 4:00 PM O :::::::::15 :)~iSJ ::::::33.$ 0 ::::::::12 :::::=6:9.$ ::::::::J O ::::=218 :::::::::::t :;::::::Js: 0 ::>:::io ::::::::::1 :::::::::s 2,599 . 4:15 PM O :/iJ() )jj:4: :/4~~ 0 :\:::~i >)t1~. \:::>:~ 0 ));34 ::\:::::$: :::::::: .. t O /?)t <:>:>~ :::::<A 3,278 4:30 PM O :::::::t1 ::t~gj).3: ::::::515 o. ::::::At :'.f:;07G :\\:3 o :::=:,il(j ::::::::=){ ::::::::st o ::::::<fi /:/iO. :::::::::::9 3,975 . 4:45 PM O </)$ :t)~i: /::~ti: 0 :/}$i ):;zt~ /::\) 0 ·::;::~7~ ::/:\~: \}~~ 0 :>/);j: :\\tt :)/) 4,661 5:00 PM O ::::::::22 :2~J63: ::::7(i4 0 ::::::::~2 )l)t-08 <::::<::::j O :::::552 ::::>::::s: ,:::::::12 0 :'.:\jJ: ::::::}4 :<:>:JS 5,236 15 Minute Inteirval Volumes 3:15 PM O ::::::::::4 ;:'.:::i3.i ::::::::90. 0 :::::::::::<, :\:j:6(i :;::::::::o O <:;:::35 :>::::::::f ::::<:to O ::::::::A :\);:O. >:::::::j 599 3:30 PM o :::::::::::. :::::::u2: ::::>:},,~: o :::::::::::iJ: :::::t~1 ::::::::::) o :::::)z5 :::::::::::Q: :<::::::~ o :::::::::::( :::::::/4 ::::::::::::t 656 3:45 PM O :;:::::::5 :::\Jti: ::<:::,{$ O :::::::::)1: /)J.:89 :;:::::::::o o \::<53 :=::'.:'./5: :::::::<:s: o :::::::::A: >::::::::o :::: >::A 672 4:00 PM O :\\'.:5 /)it /\~7: 0 :::\/~ \)$~ ///9 0 \:>:~$ \i\J /:::)~ 0 /:>:): \>/~ /:\:) 672 4:15 PM O -:;:\\i :::::33.i: :>:::::% 0 >::::;:;:;1-:\JS:i :::::::::::i O \\:5:6 :'.:/\f ::::>::;:;j. 0 ;::<::=:<t ::<;<:;::i =:::/:::() 679 4:30 PM O ::\\j \:;~~;: >:<?.$ 0 \\:iz :\J~(i \:/::~ 0 /{~~ \\\ti, \\:j~ 0 \:/): :\:/) \//J 697 4:45 PM o ·::::::::::J ::::::Ji9: ::::::::s6 o· ::::::,:n ::::::w1 ::::::::::o o :;::::::58 ::::::::::-0: :::<:=i2 o :;:::::::::r :::::::::::1 :::::::::Jl 686 5:00 PM O }\/4 /::z~l >:>:~~ O //Jt): })3~ /:;:)9 O ;:::::'.:'.T .. ::://0: :\::::::i O )}Ji.://)>;}}~ 575 Hourlv Volumes o ::::<:ii ::::::c595 ::/)j o :::::t1s :::::::::::-r ::<:<:is . . . . . . . . . . . . . . . . . . . . . ..................... 0 /:]7:4 :::::::::t '.:/\j;j; ' ........... ,, ....... . EXISTING PEAK HOUR: 3:45 PM -4:45 PM, Peak Hour 3:45 PM -4:45 PM Ann roach PHF .%HV Eastbound Westbound Northbound 0 1,617 0 799 0 304 0.95 0.94 0.79 0.0% 0.0% 0.0% Friday, 4/25/03 Southbound Total 0 <:)f:<:l:>:):>::J:<:):;::: 2,734 0 14 2,734 0.58 0.98 0.0% ~ GIBSON TRAFFIC CONSULTANTS Intersection Eastbound Westbound Northbound Approach Name NE 4th St NE 4th St Jericho Ave NE Peak Hour Factor (PHF) 0.95 0.94 0.79 % ofHeavv Vehicles 0.0% 0.0% 0.0% Jericho Ave NE 26 Southbound Total Jericho Ave NE ~ 0.58 0.98 0.0% ~ ::::::2:::::: t N I 1,029 F'-=---+----'<-----r--+-----1::::161::: 799 ! 2,646 ! __ -.:<<36:::: ""'-'-'""-'-'--'"'-----' l 2,106 ! :::::::s::::::•~--- 1,617 )f266:+-----+--+...,...-----\----t---===-:,+ ~~ ::<34J<:r~-- 386 690 Jericho Ave NE 304 In = 2,734 Out = 2,734 01129104 THU l~ ;_!!A_.f.'t\!_?.;i_~f>f;'.7._IJ~f!O ... .. GIBSO~ 'ffi.AFFIC CONSULTAN ·@001 Ja1001 @'001 ~1/29/2004 13:53 FAX 425 430 7S7, Ol/29IZ004l 10:21 Fil 4.28 Uo TS RKNTON TRANS. SYS. . T J.mN'l'ON TRANS. SYS. 'lI' $$$00$0$e$8$$$$80:.8C*$$C$80 ••• ~n~ ._. eoe•••••eeeee9eee~••e••••• TX FUNC'J'l!ON WAS NOT COi1PLB'Dm . . TX/U .NO CONNBCTJON TEL 81JBAl!)])DSS CONNBC'l'ION ID ST. THIE USAGE 'l' · 2824 OJ./28 10: :ZO oo·oo 0 PG&. SDlT DSUL'lt' NG #OU BUSY/NO SIGNAL YNther :SllllNV' CNl\ed by:D1L Bwd t :64~1827 -~ 111W ; IJEll!Dtl JIii IE ISouthbomHI st~ I liB ~ LIB ... 8'/2511! 35telt 4 ' 15:Sfil 1 • 115:301 4 Ii ffis!fi! A a Hm!rl 18 7 8 .,.1 1 A !6aa~a 1 ii! 16aa!I l l 1§;1!1 I J Hier I 3 7 D Toteil u I~. s& Apr. I a., !5.4 $ into I t..2 i.2 I ·:>, lidlt . 1 l 4 2 8 t) B e Ii "I 15 21.2 I.! .... City ., 'Rnte,t TNll~R S,•wu Division .t'yt. TNffie lbleNtiau p: 2fflil3 atudiH INE mf&r IBIOOAi N£ 1Wist4ium INmotldloririd I I ... B:!ft 11n !lilldi Oltilll'I Left 11n llimt I 0 11 ' 166 • 2J 85 1 18 61 l m .a H 15 I 8 er 7 • El •• 5.l 5 6 II § 1g '1 I( til ·l···' -Ii~ 91 2t M5 • 31 m 7 38 I I .. 1 .w 2 fill s ft 3 ea 112 -® ti 5 f/ll U!I 41 H 1'7 i 21 51 e 22 QI II Iii I 'II 1! I g 41 • 713 ·2 28 -e ~ I I !JU 62 .He& 3 !B ~ 81 72 23.61 4.1 95.2 9.2 f:LlO 86.i 1.2 u., &.2t !.& &..8 -• 1&3 i\ a L3 I I • I Post-it° Fax No1e 7671 To 0:>JDept Phone# Fax# stvdy Nia: 1NC13lP Site tDft t II! I Hitt start Dlb: M/25/f3 1-p u& IE 4iB9f IE.astflowld . I lhiwl. Otil!t'I L!f! Timx 1!8 !lfm:l l~ I I 21 4 m • 11 6111 II l • IJ3 •• 66a 28 s JD! 15 u 675 II J . 1ill. §.l II 172. 'al 15 uu m 21 2&11 R I Ill.I 1. l1l C§ 81 679 en . a -'5 81 697 II a 319 & II 685 81 41 w H &I 515 @D 1 ii45 • lll 536 I t 41 a 2.163 ~ 31 9253 &ii 11.7 'IL• 12.1 -J ·• 8.4 ~g IJ.,t _, I ..... , H:\2004\04-017\Analysis\Existir ,g 4th@Jericho.sy7 --3: NE 4th Street & Jericho Ave NE 2004 Existing .,,. .... "' "f +-'-~ t ~ '. + ,,/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "'i tt. "'i ti. 4' ff 4' rt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 LeadingDetector (ft) 50 50 · 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.982 Satd. Flow (prot) 1770 3426 0 1770 3539 0 0 1775 1583 0 1829 1583 Flt Permitted 0.287 0.087 0.953 0.982 Satd. Flow (perm) 535 3426 0 162 3539 0 0 1775 1583 0 1829 1583 · Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 38 3 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph). 30 30 30 30 Link Distance (ft) 977 1055 616 664 Travel Time (s) 22.2 24.0 14.0 15.1 Volume (vph} 8 1266 343 36 761 2 265 2 37 4 7 3 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 8 1292 350 37 777 2 270 2 38 4 7 3 Lane Group Flow (vph) 8 1642 o. 37 779 0 0 272 38 0 11 3 Turn Type Perm Perm Split Perm Split Perm Protected Phases 4 8 2 2 6 6 Permitted Phases 4 8 2 6 Detector Phases 4 4 8 8 2 2 2 6 6 6 Minimum Initial (s) 4.Q. 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 50.0 50.0 0.0 50.0 50.0 0.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split(%) 55.6% 55.6% 0.0% 55.6% 55.6% 0.0% 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% Maximum Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 16.0 16.0 16.0 16.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None. Max Max Max Max Max Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 44.6 44.6 44.6 44.6 16.0 16.0 16.0 16.0 Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.18 0.18 0.18 0.18 v/c Ratio 0.03 0.94 0.45 0.44 0.85 0.12 0.03 0.01 Uniform Delay, d1 11.1 19.9 14.2 14.0 35.1 0.0 29.9 0.0 Control Delay 11.5 30.3 35.0 14.9 60.6 11.6 31.1 21.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 30.3 35.0 14.9 60.6 11.6 31.1 21.3 LOS B C D B E B C C Approach Delay 30.2 15.8 54.6 29.0 Jericho (04-017) Synchro 6 Report GTC (MJP) Page 1 Gibson Traffic Consultants, Inc. H:\2004\04-017\Analysis\Existirig 4th@Jericho.sy7 · 3: NE 4th Street & Jericho Ave NE · · .Ji' Lane Group EBL Approach LOS Queue Length 50th (ft) 2 Queue Length 95th (ft) 9 Internal Link Dist (ft) Tum Bay Length (ft) Base Capacity (vph) 273 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.03 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 88.7 Natural Cycle: 90 ...... EBT C 421 #601 897 1778 0 0 0 0.92 . Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 ""t ~ ...... EBR WBL WBT B 13 138 #58 183 975 83 1809 0 0 0 0 0 0 0.45 0.43 ' .·~ WBR NBL Intersection Signal Delay: 28. 7 Intersection LOS: C Intersection Capacity Utilization 7 4.1 % ICU level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Jericho (04-017) GTC (MJP) 3: NE 4th Street & Jericho Ave NE .Gibson Traffic .Consultants. Inc, t I" NBT NBR D 152 0 #290 26 536 321 317 0 0 0 0 0 0. 0.85 0.12 2004 Existing \. i -cl .SBL SBT SBR C 5 0 20 8 584 330 288 o· 0 0 0 0 0 0.03 0.01 Synchro 6 Report Page 2 H:\2004\04-Qj 7\Analysis\Base1111e 4th@Jericho.sy7 . 3: NE 4th Street & Jericho Ave NE 2005 Baseline ,,. --+ " f +--\.. ~ t I"" ~ + ~ Lane Group EBL EBT EBR WBL WBT. WBR NBL NBT NBR SBL SBT SBR Lane Configurations 'I +t. 'I +-r. 4 "(I 4' r' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900· 1900 1900 1900 . 1900 1900 1900 Total Lost Time· (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detecto·r (ft} · 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 ,o 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.982 Satd. Flow (prot) 1770 3426 0 1770 3539 0 0 1775 1583 0 1829 1583 Flt Permitted 0.273 0.087 0.953 0.982 Satd. Flow (perm) 509 3426 0 162 3539 0 0 1775 1583 0 1829 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 39 3 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 Link Distance (ft} 977 1055 616 664 Travel Time (s) 22.2 24.0 14.0 15.1 Volume (vph) 8 1317 357 37. 792 2 276 2 38 4 7 3 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 8 1344 364 38 808 2 282 2 39 4 7 3 Lane Group Flow (vph) 8 1708 0 · 38 810 0 0 284 39 0 11 3 Turn Type Perm Perm Split Perm Split Perm Protected Phases 4 8 2 2 6 6 Permitted Phases 4 8 2 6 Detector Phases 4 4 8 8 2 2 2 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 50.0 50.0 0.0 50.0 50.0 0.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split(%). 55.6% 55.6% 0.0% 55.6% 55.6% 0.0% 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% Maximum Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 .16.0 16.0 16.0 16.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5. 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Max Max Walk Time (s) 5.0 5.0 5:0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 16.0 16.0 Actuated g/C Ratio 0.51 0.51 0.51 0.51 0.18 0.18 0.18 0.18 v/c Ratio 0.03 0.96 0.46 0.45 0.90 0 . .12 0.03 0.01 . Uniform Delay, d1 10.9 20.4 14.0 13.9 36.2 0.0 30.5 0.0 Control Delay 11.5 35.3 36.2 14.9 68.5 11.7 31.1 21.3 Queue Delay. 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.0 Total Delay 11.5 35.3 36.2 14.9 68.5 11.7 31.1 21.3 LOS B D D B E B C C Approach Delay 35.2 15.9 61.7 29.0 Jericho (04-017) Synchro 6 Report GTC (MJP) Page 1 Gibson Traffic Consultants, Inc. H:\2004\04-017\Analysis\Baseu)e 4th@Jericho.sy7 3: NE 4th Street & Jericho Ave NE .,,> Lane Group EBL Approach LOS Queue Length 50th (ft) 2 Queue Length 95th (ft) 9 Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) 260 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.03 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Natural Cycle: 90 -+ EBT D 455 #644 897 1778 0 0 0 0.96 Control Type: Actuated-Uncoordinated Maximum vie Ratio: 0.96 -~ ~ 4-- EBR WBL WBT B 13 146 #61 192 975 83 1809 0 0 0 0 0 0 0.46 0.45 ' ~ WBR NBL Intersection Signal Delay: 32.5 Intersection LOS: C Intersection Capacity Utilization 76.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. · Splits and Phases: Jericho (04-017) · GTC (MJP) Gibson Traffic Consultants, Inc. t /"' NBT NBR E 160 0 #305 27 536 316 313 0 0 0 0 0 0 0.90 0.12 2005 Baseline \. ! ~ SBL SBT SBR C 5 0 20 8 584 325 284 0 0 0 0 0 0 0.03 0.01 Synchro 6 Report Page 2 \ I H:\2004\04~017\Analysis\Future With 4th@Jericho.sy7 3: NE 4th Street & Jericho Ave NE 2005 Future With ,,. -+ "' 'f +-' ~ t I'" \. J. ~ Lane Group EBL EBT EBR WBL WBT WBR NBL ,NBT NBR SBL, SBT SBR Lane Configuratio-ns 'i +ft 'i +tt 4' ., 4' F Ideal Flow (vphpl} 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft} 150 0 150 0 0 100 0 100. Storage lanes 1 0 1 0 0 1 0 1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft} 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph} 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.982 Satd. Flow (prot) 1770 3426 0 1770 3539 0 0 1775 1583 0 1829 1583 Flt Permitted 0.273 0.087 0.953 0.982 Satd. Flow (perm) 509 3426 0 162 3539 0 0 1775 1583 0 1829 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow {RTOR) 56 34 3 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 link ~peed (mph) 30 30 30 30 link Distance (ft} 977 1055 616 664 Travel Time (s) 22.2 24.0 14.0 15.1 Volume (vph) 8 1318 357 42 792 2 282 2 '40 4 7 3 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 8 1345 364 43 808 2 288 2 41 4 7 3. lane Group Flow (vph) · 8 1709 0 43 810 0 0 290 41 0 11 3. Turn Type Perm Perm Split Perm . Split Perm Protected Phases 4 8 2 2 6 6 Permitted Phases 4 8 2 6 Detector Phases 4 4 8 8 2 2 2 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split{s) 20.0 -20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 · Total Split (s) 50.0 50.0 0.0 50.0 50.0 0.0 20.0 20.0 20.0 20.0 .20.0 20.0 Total Split(%) 55.6% 55.6% 0.0% 55.6% 55.6% 0.0% 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% Maximum Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 16.0 16.0 16.0 16.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/lag lead-lag Optimize? Vehicle Extension (s) 3.0 , 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Max Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dant Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 46.0 46.0 46.0 46.0 16.0 16.0 16.0 16.0 Actuated g/C Ratio 0.51 0.51 0.51 0.51 0.18 0.18 0.18 0.18 . v/c Ratio Q.03 0.96 0.52 0.45 0.92 0.13 0.03 0.01 Uniform Delay; d1 10.9 20.4 14.6 13.9 36.3 · 5.2 30.5 0.0 Control Delay 11.5 . 35.4 42.0 14.9 71.8 14.5 31.1 21.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 35.4 42.0 14.9 71.8 14.5 31.1 21.3 Jericho (04-017) Synchrci 6 Report GTC (MJP) Page 1 Gibson Traffic Consultants, Inc. H:\2004\04-017\Analysis\Future With 4th@Jericho.sy7 3: NE 4th Street & Jericho Ave NE .,,,. --Ii-"), f ..... ' Lane Group EBL EBT EBR WBL WBT WBR LOS B D D B Approach Delay 35.3 16.3 Approach LOS D B Queue Length 50th (ft) 2 455 15 146 Queue Length 95th (ft) 9 #644 #70 192 Internal Link Dist (ft) 897 975 Turn Bay Length (ft) 150 150 Base Capacity (vph) 260 1778 83 1809 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.03 0.96 0.52 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 ~ NBL Intersection Signal Delay: 33.1 Intersection !-OS: C Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Jericho (04-017) GTC {MJP) 3: NE 4th Street & Jericho Ave NE Gibson Traffic Consultants, Inc. t NBT E 64.7 E 164 #313 536 316 0 0 0 0.92 l / I'" NBR B 3 31 100 309 0 0 0 0.13 2005 Future With \. ! -4" SBL SBT SBR C C 29.0 C 5 0 20 8 584 100 325 284 0 0 0 0 0 0 0.03 0.01 Synchro 6 Report Page 2 . Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information $ite Information NE 4th St@ Hoquiam Ave Analyst Intersection Agency/Co. Gibson Traffic Consultants NE Jurisdiction City of Renton Date Performed 1129/2004 Analysis Year 2004 Analysis Time Period ~MPeak Project Description Jericho -GTC #04-017 East/West Street: NE 4th Street North/South Street: Hoquiam Ave NE Intersection Orientation: East-West Study Period hrs : 0.25 Vehicle Volumes and Adiustments Maior Street Eastbound Westbound. Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 62 398 0 0 1224 76 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 Houriy Flow Rate (veh/h) 79 510 0 0 1569 97 Proportion of heavy 5 0 vehicles, PHv ---- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR Upstream SiQnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 0 0 0 10 0 97 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 Houriy Flow Rate (veh/h) 0 0 0 12 0 124 Proportion of heavy 0 0 0 10 0 5 vehicles, PHV Percent grade (%) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 1 0 1 Configuration L R Control Delay, Queue Length Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R !Volume, v (vph) 79 12 124 Capacity, cm (vph) 369 125 306 vie ratio 0.21 0.10 0.41 Queue length (95%) 0.80 0.31 1.89 Control Delay (s/veh) 17.4 36.8 24.6 LOS C E C Approach delay (s/veh) - -25.6 Approach LOS --D 'HCS2000™ Copyright O 2003 University of Florida, All Rights Reserved Version 4. ld . ·, . . . fife://C:\Documents%20and%20Settings\Matt%20Palmer\Local%20_Settings\Temp\u2k22.... 1/30/2004 Two-Way Stop Control Page I of 1 TWO-WAY STOP CONTROL SUMMARY General Information lsite Information INE 4th St@ Hoquiam Ave !Analyst !Matthew Palmer Intersection IAgencv/Co. Gibson Traffic Consultants INE . lurisdiction Citv of Renton Date Performed 1/29/2004 ,. nalysis Year 2004 !Analysis Time Period PM Peak Project Description · Jericho -GTC #04-017 East/West Street: NE 4th Stmet North/South Street: Hoauiam Ave NE Intersection Orientation: East-West Study Period (hrs): 0.25 !Vehicle Volumes and Adiustments !Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L. T R L T R !Volume (veh/h) 51 1320 0 0 754 28 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 54 1404 0 0 802 29 Proportion of heavy 2 0 tvehicles, PHv ---- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR Upstream Siona! 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R· L T R Volume (veh/h) 0 0 0 16 0 47 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 0 0 0 17 0 50 Proportion of heavy 0 0 0 2 0 2 wehicles, PHV Percent grade (%) 0 0 Flared approach N. N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 1 0 1 Configuration L R Control Del av, Queue Lenath, Level of Service !Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R !Volume, v (vph) 54 17 50 Capacity, cm (vph) 797 269 5[J5 vie ratio 0.07 0.06 0.09 Queue length (95%) 0.22 0.20 0.28 Control Delay (s/veh) 9.8 19.3 11.7 LOS A C B !Approach delay (s/veh) --13.6 ~pproach LOS --B HCS200U™ Copyright Q 2003 University of Florida, All Rights Reserved Version 4. Id file://C:\Documents%20and%20Settings\Matt%20Palmer\Local%20Settings\Temp\u2k24.... 1/30/2004 . Two-Way Stop Control Page 1 of 1 TINO-WAY STOP CONTROL SUMI\IIARY General Information Site Information NE 4th St@ Hoquiam Ave Analyst Matthew Palmer Intersection Agencv/Co. Gibson Traffic Consultants NE Jurisdiction City of Renton Date Performed 1129/2004 'Analysis Year 2005 Baseline !Analysis Time Period AM Peak Project Description Jericho -GTC #04-017 East/West Street: NE 4th Street North/South Street: Hoquiam Ave NE Intersection Orientation: . East-West Study Period hrs): 0.25 Vehicle Volumes and Adjustments Major Street Eastbound ' Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 63 406 0 0 1269 78 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 Hourly Flow Rate (veh/h) 80 520 0 0 1626 100 Proportion of heavy 5 0 tvehicles, PHv ---- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R !Volume (veh/h) 0 0 0 10 0 99 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 Hourly Flow Rate (veh/h) 0 0 0 12 0 126 Proportion of heavy 0 0 0 10 0 5 !Vehicles, PHv Percent grade (%) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 1 0 1 Configuration L R Control Delay, Queue Lenath, Level of Service !Approach· EB WB Northbound · Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration · L L R !Volume, v (vph) 80 12 126 Capacity, cm (vph) 349 116 292 tv/c ratio 0.23 0.10 0.43 Queue length (95%) 0.87. 0.34 2.07 Control Delay (s/veh) 18.4 39.6 26.4 LOS C E D Approach delay (s/veh) --27.5 Approach LOS --D HCS2000™ Copyright Q 2003 University ofFlorida, All Rights Reserved Version 4.ld file://C:\Documents%20and%20Settmgs\Matt%20Palmer\Local%20Settings\Temp\u2k39.... 1/30/2004 Two-Way Stop Control Page lof 1 TWO-WAY STOP CONTROL SUMMARY General Information ISite Information INE 4th St@ Hoquiam Ave Analyst !,Matthew Palmer Intersection Aqencv/Co. Gibson Traffic Consultants INE 1urisdiction Citv of Renton Date Performed 1129/2004 1"nalysis Year 12005 Baseline Analysis Time Period IPMPeak Project Description Jericho -GTC #04-017 East/West Street: NE 4th Street North/South Street: Hoauiam Ave NE Intersection Orientation: East-West Study Period (hrs): 0.25 !Vehicle Volumes and Adiustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R !Volume (veh/h) 52 1346 0 0 769 29 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 55 1431 0 0 818 30 Proportion of heavy 2 0 rvehicles, PHV ---- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T· R Volume (veh/h) 0 0 0 16 0 48 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 0 0 0 17 0 51 Proportion of heavy 0 0 0 2 0 2 vehicles, PHv Percent grade (%) o· 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 1 0 1 Configuration L R Control Delav, Queue Lenath, Level of Service ~pp roach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R !Volume, v (vph) 55 17 51 Capacity, cm (vph). 785 263 579 rvtc ratio 0.07 0.06 0.09 Queue.length (95%) 0.23 0.21 0.29 Control Delay (s/veh) 9.9 19.6 11.8 LOS A C B !Approach delay (s/veh) --13.8 !Approach LOS --B HCS200<T™ Copyright O 2003 University of Florida, All Rights Reserved Version 4. ld . . . . file://C:\Documents%20and%20Settings\Matt%20Palmer\Local%20Settings\ Temp\u2k3 7 .... · I /30/2004 Two-Way Stop Control Page 1 of 1 lWO-WAY STOP CONTROL SUMMARY General Information Site Information NE 4th St@ Hoquiam Ave Analyst Matthew Palmer Intersection ~gency/Co. Gibson Traffic Consultants 'NE Jurisdiction Citv of Renton Date Performed 1129/2004 Analysis Year 2005 Future With ~nalysis Time Period AM Peak Project Description Jericho -GTC #04-017 East/West Street: NE 4th Street North/South Street: Hoquiam Ave NE Intersection Orientation: East-West IStudv Period hrs): 0.25 Vehicle Volumes and Adiustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 63 406 5 0 1276 79 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 · Hourly Flow Rate (veh/h) 80 520 6 0 1635 101 Proportion of heavy 5 0 vehicles, PHv ---- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T TR T TR Upstream Sional 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 8 1 1 10 1 99 Peak-hour factor, PHF 0.78 0.78 0.78 0.78 0.78 0.78 Hourly Flow Rate (veh/h) 10 1 1 12 1 126 Proportion of heavy 0 0 0 10 0 5 vehicles, PHv Percent grade(%) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 o· Lanes 0 1 0 0 1 1 Configuration LTR LT R Control Oelav, Queue Lenoth, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR LT R Volume, v (vph) 80 12 13 126 Capacity, cm (vph) 346 103 86 290 v/c ratio 0.23 0.12 0.15 0.43 Queue length (95%) 0.88 0.38 0.51 2.09 Control Delay (s/veh) 18.5 44.5 54.2 26.6 LOS C E F D Approach delay (s/veh) ,, 44.5 29.2' -- Approach LOS --· E D HCS:ZOOO™ Copyright C 2003 Universi~ ofFlorida, All Rights Reserved Version4.ld ·, file://C:\Documents%20and%20Settings\Matt%20Palmer\Local%20Settings\Temp\u2k31 .... _ 1/30/2004 . Two-W ~y Stop Control ) Page 1 of.I TWO-WAY STOP CONTROL SUMMARY General Information Site Information NE 4th St@ Hoquiam Ave Analyst Matthew Palmer · Intersection AQencv/Co. Gibson Traffic Consultants NE 1urisdiction Cfty of Renton Date Perfonned 1129/2004 Analvsis Year 2005 Future With Analysis Time Period PM Peak Project Description Jericho -GTC #04-017 East/West Street: NE 4th Street North/South Street: Hoquiam Ave NE Intersection Orientation: East-West !Study Period hrs): 0.25 Vehicle Volumes and Adjustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R !Volume (veh/h) 52 1346 16 0 774 30 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 55 1431 17 0 823 31 Proportion of heavy 2 0 r,,ehicles, PHv - --- Median type Two Way Left Tum Lane RT Channelized? 0 0 Lanes 1 2 0 0 2 0 Configuration L T TR T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 ... 8 9 10 11 12 L T R L T R !Volume (veh/h) 5 0 1 16 2 48 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate (veh/h) 5 0 1 17 2 51 Proportion of heavy 0 0 0 2 0 2 ~ehicles, PHV Percent grade (%) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 1 Configuration LTR LT R Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR LT R Volume, v (vph) 55 6 19 51 Capacity, cm (vph) 781 118 208 576 vie ratio 0.07 0.05 0.09 0.09 Queue length (95%) 0.23 0.16 0.30 0.29 Control Delay (s/veh) 10.0 37.1 24.0 11.9 .LOS A E C B Approach delay (s/veh) ---37.1 15.2 Approach LOS --E C HCS200<f™. Copyright Q 2003 University of Florida, All Rights Reserved Version 4. ld file://C:\Documents%20and%20Settings\Matt%20Palnier\Local%20Settings\Temp\u2}4F.... 1/30/2004 . Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information $ite Information Analyst Matthew Palmer Intersection Access@ Jericho Ave NE Agency/Co. Gibson Traffic Consultants Uurisdiction · City of Renton Date Performed 1129/2004 ~nalysis Year 2005 Future With Analysis Time Period PM Peak Project Description Jericho -GTC #04-017 East/West Street: Site Access North/South Street: Jericho Ave NE Intersection Orientation: North-South Study Period (hrs): 0.25 Wehicle Volumes and Adiustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T· R L T R Volume 0 316 1 16 5 402 Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate, HFR 0 336 0 0 5 427 Percent Heavy Vehicles 0 --2 - - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream SiQnal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 ". 774 30 8 0. 0 Peak-Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate, HFR 0 0 0 8 0 0 Percent Heavy Vehicles 0 0 0 2 0. 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Configuration LTR Delay, Queue Length, and Level of Seivice ~pp roach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR IV (vph) 0 8 C (m) (vph) 1138 493 tv/c 0.00 0.02 95% queue length 0.00 0.05 Control Delay 8.2 12.4 LOS. A B Approach Delay --12.4 Approach LOS --B Rights Reserved HCS2000™ Copyright© 2003 University of Florida, All Rights Reserved Version 4.ld Version 4, Id file://C:\Documents%20and%20Settings\Matt%20Palmer\Local%20Settings\Temp\u2k2D... 1/30/2004 ..... -~ ·~ . : .{ ~ CITY OF RENTON FIRE PREVENTION BUREAU · MEMORANDUM DATE: December 18, 2003 TO: Susan Fiala, Senior Planner . FROM:· SUBJECT: Jim Gray, Assis.tant Fire Marshalr:jt Jericho Preliminary Plat, 355 Jericho Ave NE Fire Department Comments: I. 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 structure. Lots that are over 500 feet on a dead end road are required to be sprinklered. Lots ( 11 thru 14]. 2. A fire mitigation fee of $488.00 is required for all new si.Q.gle-family structures. 3. Fire Department access roadways require a minimum 20 Foot paved · · roadway with an approved fire department turnaround. Access roadway in the R-10 area. See attached diagram. 4. All building addresses shall be visible from the public street Please feel free to contact me if you have any questions. DEVELOPMENT PLANNING. CITY OF RENTON MAR 0.:5 2004 ·,' . ~!Et.!Eij~~{Q) To: Susan Fiala . CITY OF RENTON MEMO PUBLIC WORKS From: Jan Illian December 30, 2003 Date: Subject: Pre Application Review Comments Jericho Ave Preliminary Plat PREAPP No. 03-089 355 -Jericho Ave NE NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant. The applicant is cautioned that injormation ·contained in this summary may be subject to modification and/or concurrence by official decision makers (~.g. Hearing Examiner, Boards of Adjustment, Board·of Public Works and City Council). Review comments may also need to· be revised based on site ·· planning arii:(otflefdesign changes ·required bfllie Cify or made by the applicant ·· · --· · · ·· -· · I have reviewed the preliminary application for this 36-lot plat, located at the SW intersection of NE 4th Street and Jericho Ave NE and have the following comments: · WATER 1. The proposed development is within the waterservice area of Water District 90 (WO 90). The applicant shall obtain a certificate of water availability from the District and provide it the City prior to the approval of the proposed project .. A fire flow analyses will be required to verify that the District's system can provide a minimum of 1,000 gpm of available fire flow per fire hydrant Fire hydrants shall be within 300 feet of the building~. Results of analysis shall be submitted to the City along with the certificate· of water availability to ensure that adequate flow rate and pressure is available to serve the development. 2. The proposed project is located outside an Aquifer Protection Zone. SANITARY SEWER 1. The Sanitary Sewer System Development Charges (SOC) is $900 per new lot. The fee is payable at the time the utility construction permit is issued. 2. These _parcels ·are subject to the CENTEX Latecomer fee. Fees-.f~m-.~~ ... 5r:P~r~,s:;~-~e approximately$ 73,000.00. (See attached fee sheet) · ···: ·;::-,, .·, .; ,;\ '· · 3. These parcels are subject to the East Renton Interceptor Special A!\,~~,s.ment ·Rjstrict (SAD). Fees are $224.52 per lot + interest. As of 8/21/03 ERi fees are $ 290:08 per lot. Fees are collected at the time the utility construction permit is issued. · ·· .. , , , 4. There is an existing 24" sewer main in NE 4t11 Street. A 12" sewer ma;/~~~~~{~;-to a manhole located at the SW comer of NE 4th Street and Jericho Ave NE (Drawing S-2790). . . . To: Susan Fiala From: Jan Illian CITY OF RENTON MEMO PUBLIC WORKS Date: December 30, 2003 Subject: Pre Application Review Comments Jericho Ave Preliminary Plat PREAPP No. 03-089 355 -Jericho Ave NE NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre-· application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence . by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. . I have reviewed the preliminary application for this 36-lot plat, located at the SW intersection of NE 4111 Street and Jericho Ave NE and have the following comments: WATER 1. The proposed development is within the water service area of Water District 90 (WD 90). The applicant shall obtain a certificate of water availability from the District and provide if the City prior to the approval of the proposed project. A fire flow analyses will be required to verify that the District's system can provide a minimum of 1,000 gpm of available fire flow per fire.hydrant. Fire hydrants shall be within 300 feet of the buildings. Results of analysis shall be submitted to the City along with the certificate of water availability to ensure that adequate flow rate and pressure is available to serve the development. · 2. The proposed project is located outside an Aquifer Protection Zone. SANITARY SEWER 1. · The Sanitary Sewer System Development Charges (SOC) is $900 per new lot. The fee is payable at the time the utility construction permit is issued. · · 2. These parcels are subject to the CENTEX Latecomer fee. Fees for the 5 parcels are· approximately $ 73,000.00. (See attached fee sheet) 3. These parcels are subject to the East Renton Interceptor Special Assessment District (SAD). Fees are $224.52 per lot + interest. As of 8/21/03 ERi fees are $ 290.08 per lot. Fees are collected at the time the utility construction permit is issued. 4. There is an existing 24" sewer main in NE 4th Street. A 12" sewer main extends up to a manhole located at the SW corner of NE 4th Street and Jericho Ave NE (Drawing S-2790). Jericho Ave Preliminary Plat Page2 355 -Jericho """e NE 12/30/2003 5. There is also a sewer main along Je·richo Ave NE, close to the SE comer of the subject site (Drawing S-29730F). 6. A sewer main extension within the internal roadway and extended to the westerly property line will be required. · · 7. Existing septic systems shall be abandoned in accordance with King County Health Department. 8. All plats shall provide separate side sewer stubs to each building lot. No dual side sewers are allowed. Side sewers shall be a minimum 2% slope. SURFACE WATER 1. The site drains to Maplewood Creek. 2. A storm drainage plan and drainage report is required with the formal application for the project. 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. Applicant shall submit separate structural plans for review and approval under a separate building . permit for proposed vault. Special inspection from the building department is 4. The Surface Water System Development Charges (SOC) is $715 per lot. A credit will be given for lots with existing single-family homes. , · 5. All roof drains shall be stubbed to the property line and tight lined to the storm system. TRANSPORTATION . 1. The traffic mitigation fee of $75 per additional generated trip shall be assessed per single family home at a rate of 9.57 trips per house. 2. Dedication of 3-feetof right-of-way will be required fronting the site in Jericho Ave NE. 3. Existing right-of-way in Hoquiam is 30 feet. Dedication of 2(}.feet of right-of-way will be required fronting the site in Hoquiam Ave NE. New roadway.shall align with existing street across NE 4th. A traffic analysis will be required addressing alignment and channelization at the intersection of NE 4th Street and Hoquiam Ave NE. 4. Comer lots shall dedicate a minimum radius of fifteen feet. 5. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting, street signs and striping will be required along the frontage of the parcels in Jericho Ave NE, Hoquiam Ave NE .and NE 4th Street as well as in the new street interior to the plat 6. Minimum right-of-way width for new streets within the subdivision is 42 feet and requires Development Services Department approval. A utility easement back of sidewalk will be required. Minimum right-of-way radius for cul-de-sac is 55 feet. 7. Internal roadway within the plat shall be extended east to Hoquiam. Jericho Ave Preliminary Plat Page3 355 :. Jericho Ave NE 12/30/2003 8. All wire utilities shall be installed underground per the City of Renton Under grounding Ordinance. · · GENERAL COMMENTS 1. The applicant is responsible for securing all necessary, if any, private utility easements prior . to the recording of the plat. 2. Separate permits for side sewers, and storm drainage connections are required. 3. Rockeries/Retaining Walls. All rockeries or retaining walls, greater than 4 feet in height to be con~tructed as part of this site, will require a separate building permit and shall have the following separate note be included on the civil plan: a A licensed engineer with · geo technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with: ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A separate building permit will be required." 4. All plans shall conform to the Renton Drafting Standards. 5. When the utility plans are complete, please submit three (2) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 6. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. CC: Kayren Kittrick ' '· 7/ // / .· Property ldenfffication Parcel# 23 KC Tax Act# Legal Description: { Parcel# 24 KC Tax Act# Legal Description: V Parcel# 25 KC Tax Act# Legal Description: ,/ Parcel # 26 KC Tax Act# Legal Description: v Parcel# 27 KC Tax Act# Legal Description: FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF . ZFF Assessment DANIEL F MEDDAUGH 14013 SE 128TII ST RENTON WA 98059 152305-9061 210 $15,480.18 W 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS W 24 Ff LESS CO RD PATRICIA A BANASKY 463 Ferndale Avenue NE RENTON WA 98056 152305-9045 174 $12,826.43 E 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS CO RDS LESS CiM RGTS. HOWARD V BANASKY 1401 N 26TH ST RENTON WA 98056 152305-9019 352 W 277.5 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD RIBERA-BALKO ENTERPRISES . 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 152305-9047 317 $23,367.69 N 1/2 OF NE 1/4 OF NW. 1/4 OF NE 1/4 LESS W 277.5 FT LESS E 135 Ff LESS CO RD LESS C/M RGTS ROBERT E LEVY 810 3RD AVE · #414 CENTRAL BLDG SEATTLE WA 98104 152305-9148 38 $2,801.17 W 30 FT OF E 135 Ff OF N 1/2 OF NE 1/4 OF NW 1/4 OFNI;: 1/4 LESS CO RD Property Identification -VParcel # 28 KC Tax Act# Legal Description: Parcel# 29 KC Tax Act# Legal Description: Parcel# 30 KC Tax Act# Legal Description: Parcel# 31 KC Tax Act# Legal Description:. Parcel# 32 KC Tax Act# Legal Description: FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF Assessment ROBERT E LEVY 8103RDAVE #414 CENTRAL BLDG SEATILE WA 98104 152305-9033 109 $8,034.95 E 105 Ff OF N 1/2 OF NE 1/4 OF NW 114 OF NE 1/4 LESS CO RDS · CLEO J FORGAARD 678 SUNSET BL VD NE RENTON WA 98056 084710-0015 185 $13,637.30 Tract 2, BLACK LOAM AVE-ACRE TRS W 1/2 LESS E 158 Ff LESS CO RD CLEO lFORGAARD 678 SUNSET BL VD NE RENTON WA 98056 084710-0016 128 $9.435.54 Tract 2,. BLACK LOAM FIVE-ACRE TRS W 98 Ff OF E 158 Ff OF W 1/2 .LESS CO RD CLEO l FORGAARD 678 SUNSET BL VD NE RENTON WA 98056 084710-0014 78 $5,749.78 Tract 2, BLACK LOAM AVE-ACRE TRS E 60 Ff OF W 1/2 LESS CO RD · C ROBERT THORNTON 6824 19"' St W University Place WA 98466-5528 084710-0024 17 $5,676.06 Tract 2, BLACK LOAM FIVE-ACRE TRS N 150 FT OF W V2 OF W 1/2 OF E 1/2 LESS CO RD DATE: TO: FROM: SUBJECT: CITY OF RENTON Planning/Building/Public Works MEMORANDUM December 31, 2003 Pre-Appli_cation File No. 03-089 (revised plat) Susan A. Fiala, Senior Planner, x7382 Jericho Avenue Preliminary Plat General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision- makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council}. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant'. The applicant is. r-----------,e=n=......,..~eable sections of the Renton Municipal Code. The Development Regulations. are availaqle for purchase for $55, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject properties are located at the southwest intersection of NE 41h Street and Jericho Avenue NE. The proposal is to subdivide five existing lots totaling 5.33 acres into 36 single-family lots. . The site is currently developed with existing single-family homes along with other associated out- buildings which would be demolished/removed. The proposal includes a new public street with a cul-de-sac turnaround to serve the east parcels and shared driveways to serve the west parcel. Zoning/Density Requirements: The subject property is located within the Residential -8 dwelling units per ·acre (R-8) zoning designation and the Residential -10 dwelling units per acre (R-10) zoning designation. Net density is calculated after deducting designated critical areas, areas intended for dedication to public rights-of-way, and/or private streets serving more than three units from the gross area of the site. R-8 portion: The density range required in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units, per acre ( du/ac ). The net density for this parcel would be calculated after deductions for public rights-of-way, private streets and critical areas. These would be deducted from the gross area of the site. The materials submitted indicate that 0.67 square feet would be deducted from the gross area of 4.21 acres leaving a net acreage of 3.54 acres with 28 lots arriving at a density of 7.91 du/ac wh.ich is within the allowed density range. All square footages of areas to be deducted must be provided at the time of formal land use application. R-10 portion: The density range required in the R-10 zone is a minimum of 7.0 to a maximum of 10.0 dwelling units per acre (du/ac). According to the pre-application materials, the net acreage would be 0.92 acres with 8 dwelling units for a density of 8.70 du/ac which is within the density range allowed. The site data provided indicated that the use would be attached duplexes. Staff questions if there would be 8 lots with 8 dwelling u.nits or 8 lots with 16 dwellings, please clarify this information to ensure that density requirements are in compliance. 089 _JerichoA vePP .doc\ Jericho Avenue Plat~ Pre-Application Meeting Page 2 of 4 Development Standards: R-8: The R-8 :?one permits one residential structure I unit per lot. Detached 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. Minimum Lot Size, Width and Depth -The minimum lot size permitted in. the R-8 zone is 4,500 square feet. A minimum lot width of 50 feet for interior lots and 60 feet for corner lots, as well as a minimum lot depth of 65 feet, is also required. Please note, any portion of the lot less than 80% of the minimum lot width (40 feet) cannot be included as part of the lot area. Building Standards -The R-8 zone allows a maximum building coverage of 35% of the lot area.or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Lots under 5,000 square feet in size are permitted a maximum building coverage of 50% of the lot area. Building· height is restricted to 30 feet and two stories. Detached accessory structures must remain below a height of 15 feet and one-story with a gross floor area that is less than the. primary structure. Accessory structures are also inc.luded in building lot coverage calculations. Setbacks ~. Setbacks are measured from the property lines to the nearest point of the structure with the exception of pipestem lots, in which case the setback must be measured outside of the pipestem area (where the lot is a minimum of 40 feet in width) .. The required setbacks in the R-8 zone are 20 feet in the front, 20 feet in the rear, 5 feet on interior side yards, and 15 feet on side yards along streets. 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. R-10: Minimum Lot Size, Width and Depth -Density requirements take precedence over the minimum lot size standards. For detached and semi-attached dwelling units the minimum lot size is 3,000 sq. ft per unit. The minimum lot width is 30 ft. for interior lots and 40 ft. for corner lots and 55 ft. ·.< for the minimum lot depth. Building Standards -The R-10 zone restricts building height to 30 feet and 2-stories. For detached units, lot coverage by buildings is limited to 70% and total impervious area is limited to . 75%. Setbacks -Setbacks are measured from the property lines to the nearest point of the structure. · The required setbacks in the R-5 zone are as follows: Minimum front yard with street access . garage is 15 feet for the primary structure and 20 feet for attached garages which access from the front yard street. For side yards along a street, the primary structure is setback 15 feet with 20 feet setback for attached garages which access from the side yard along a street. Side yards . (interior lots) have five (5) foot setbacks and the rear yard is a minimum of 25 feet setback. As no building envelopes are depicted on the drawing; compliance with the R-10 setbacks can not be evaluated. · Access, Parking and Circulation: Each lot is required to accommodate off street parking for a minimum of two vehicles per lot. In addition, appropriate shared maintenance and access agreemenUeasements will be required between lots with stiared access. Private streets are allowed for access to six or less lots, with no more than 4 of the lots not abutting a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of paving. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. · In order to reduce the number of curb cuts, abutting. lots should utilize the same c:urb cut so the house plan (layout of driveway) should provide for use of the curbcut/driveway. For example, staff will likely recommend as a condition of approval that Lots 12, 13 and 14 use the same shared 089 _JerichoAvePP.doc\ Jericho Avenue Plat -Pre-App1i~~don Meeting Page 3 of 4 driveway ( each lot should not have a separate curbcut). Please note that this requirement will be applicable to any lots within the subdivision who have a similar configuration. Addresses of lots along private streets/driveways are to be visible from the public street by provision of a sign stating all house numbers and is to be located at the intersection of the private street and the public street. The proposed residential street would need to comply with the City's street standards, which requires a minimum right-of-way width of 42 feet. Required street improvements include 32 feet of paving, 5-foot sidewalks, curb, gutter and street lighting. Please note that only 30 feet of right-of-way exists for Hoquiam Ave. NE and additional ROW will need to be dedicated. Therefore, the plat would need to be re-designed to accommodate the right-of-way for Hoquiam .Ave. NE. With this re-design staff also suggests that the proposed cul-de-sac be revised to a through-public street extending west from Jericho to Hoquiam Avenues NE. Environmental Review: The project would require SEPA review due to the number of lots of the proposed plat (greaterlhan four dwelling units and critical areas). The proposal would be brought to the Environmental Review Committee for review as it is their charge to make threshold determinations for environmental checklists. Typically, mitigation of impacts i~ accomplished through fees related to issues such as transportation, fire and parks as well as measures to reduce impacts to environmental elements such as soils , streams, water, etc .. Critical Areas: No critical areas were identified during the initial review of this proposal. Screening: As a condition of preliminary plat approval, staff will be recommending that the a licant be required to construct a 6-foot high solid wood fence along the northern property boundary adjacent to NE 4 Stree. n a. 1 10n, s a ·cant be required to landscape within the NE 4th Street right-of-way as deemed necessary. Both of these conditions are directed at screening the new residential development (including the drainage tract) from the NE 4th Street'corridor. Permit Requirements: The project would require Preliminary Plat and Environmental (SEPA) Review. The review of these applications would be process concurrently within an estimated time frame of 12 to 16 weeks. After the required notification period, the Environmental Review Committee would issue a Threshold Determination for the project. When the required two-week appeal period is completed, the project would go before the Hearing Examiner for a recommendation to the City Council on the Preliminary Plat. The Hearing Examiner's recommendation, as well as the decision issued by the City Council, would be subject to two- week appeal periods. The application fee would be $2,000 for the Preliminary Plat and 1h of full fee for SEPA Review (Environmental C.hecklist) which is dependent on project value: less than $100,000 is $200 (1/2 of $400.00 full fee) and project value over $100,000 is a $500.00 fee(1/2 of $1000.00 full fee) plus $0.37 per mailing.label required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Plat approval is obtained, the applicant must complete the required improvements and dedications, as well as satisfy any conditions of the preliminary approval before submitting for Final Plat review. The Final Plat process also requires City Council approval. Once final approval is received, the plat may be recorded. The newly created lots may only be sold after the plat has been recorded. Fees: In addition to the applicable building and construction permit fees; the following mitigation fees would be required prior to the recording of the plat. Credit for the existing residence may be given. 089 _JerichoAvePP.doc\ .. Jericho Avenue Plat -Pre-Application Meeting Page 4 of 4 · o A Transportation Mitigation Fee based on $75 · per each new average daily trip attributable to the project; · • A Parks Mffigation Fee based on $530.76 per new single family residence; and, o A Fire Mitigation Fee based on $488 per new single family residence. A. handout listing all of the City's Devel9pment related fees is included in the packet for your review. Additional Comments: In advance of submitting the full application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. cc: Jennifer Henning 089 _JerichoAvePP .doc\ CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, ~ND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: December 31, 2003 Susan Fiala Rebecca Lind Don Erickson .r])/~ ~· Jericho Preliminary Plat, 355 Jericho Avenue NE; PRE 03-089 The applicant is proposing to subdivide a 5.33-acre site into 36 single-family lots. The western portion of the site is designated RO (Residential Options) and the eastern majority of the site is designated RS (Residential Single Family) on the Comprehensive Plan Land Use Map. The site has split zoning with 1.09 acres in the R-10 zone and 4.24 acres in the R-8 zone. Thirteen lots plus a drainage tract would abut NE 4th Street, a major community arterial and gateway street. Concerns have been raised by the public about the failure of recent subdivisions addressing this major community arterial in 'terms of the lack of street edge landscaping and/or its· poor maintenance when provided, and the architectural treatment of abutting (highly visible) residential dwellings which typically turn their backs to NE 4th Street. Staff has recommended the adoption of mandatory landscaping improvements for new subdivisions abutting such major community arterials but these have riot yet·been promulgated. Analysis: A number of relevant Comprehensive Plan Land Use Policies affect this development (see attachment). The applicant's proposal meets the intent of Policy LU-35 in that all the proposed R-8 lots are 4,500 square feet or larger in size. In regards to Policies LU-'40, LU-70 and Policy LU-80 relating to street locations and configuration staff note that the applicant is proposing a cul-de-sac configuration even though a north-south street already exists through the middle of the western portion of the site. Policy LU-70 clearly discourages the use of cul-de-sacs when other options exist, such as the widening and improvement of Hoquiam A venue NE with NE 3rd Court intersecting it ratper than becoming a cul-de-sac, as currently shown. Although the R-10 portion of the 5.33-acre site apparently achieves a minimum density of 8.7 units per net acre it does not really achieve the intent of the R-10 zone which, .. "is established for medium density residential development that will provide a mix. of residential styles including detached dwellings or semi-attached dwellings on small lots, attached townhouses, and small- scale attached flat dwellings." With a preponderance of the site already single-family detached in the R-8 portion east of Hoquiam Avenue. NE, it would appear that here is an opportunity to provide semi-attached duplexes or townhouses so as to create a "mix of residential styles." Policy LU-51 clearly states that the intent of the RO (Residential Options) land use designation is to achieve net densities of at least 10 units per net acre and if "100% of the dwelling units are detached, a density bonus may be allowed to a maximum of 13 dwelling units per acre." If the -... . . . .. Jericho Preliminary Plat, 355 Jericho A venue NE; PRE 03-089 12/31/03 2 applicant is not interested in doing semi-attached or attached units such as townhouses in the R- IO portion of the site, he should try to achieve a density higher than only 8. 7 units per net acre. In terms of street layout and interconnectivity, Policy LU-70 states that "streets, sidewalks, pedestrian or bike paths in a neighborhood should be arranged as an interconnecting network." The current proposal fails to meet the intent of this policy since the proposed cul-de-sac does not connect via a pedestrian pathway or other means to the R-10 portion of the site west of Hoquiam Avenue NE. Basically, the R-8 portion of this proposed subdivision functions independently of the R-10 portion to the west and turns inward on itself, away from both Hoquiam Avenue NE and NE 4th Street. Recommendation: Do not support this proposed subdivision as currently configured since it fails to comply with the intent of many of the policies for both the RO and RS land use designations set forth in Comprehensive Plan (see attachment). Attachments .cc: Don Erickson H:\EDNSP\Interdepartrnental\Developrnent Review\Preapps\Cornrnents\RS\Jericho Ave Prelirn Plat ll.doc\d Jericho Preliminary Plat, ..155 Jericho Avenue NE; PRE 03-089 12/31/03 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 multi-family 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 JO 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. The extensive or predominant use of cu/- de-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. Policy LU-80. Land should be arranged in blocks divided into lots with all lots required to front on a public street or a park. · H:\EDNSP\Interdepartmental\Development Review\Preapps\Comments\RS\Jericho Ave Prelim Plat Il.doc\d . '". -. .. [ ::LOPMENT SERVICES DIVISION WARVER OF SUBMITTAL REQU~REMENTS FOR LAND USE . APPl~CATIONS Calculations, Survey 1 . lie~!ffi::!g§r:~§fil~::1:::0 ::':::::::: 0:::::::rn::::::::::::::::::Irn::,:::::::::::::::::::II ::::::::::::: Geotechnical Report2AN03 :1r2i!Pi'::1f~i~:::1111i11:::~:::::i::l:::1:::::::::'::::::::::i::::::::1:1::::::::::::::::::::::,::::::::::::::;1:i Grading Plan, Detailed 2 . Map of Existing Site Conditions 4 Mltlii?:pi~\12fiI!2rw.:1::::::r:::11:::i:I::t::::::;:::::::::t:::'':i:':::I:::1:::::::1 Monument Cards (one per monument) 1 Rehabilitation Plan 4 This requirement may be waived by: . 1. Property Services Section PROJECT NAME: °3{ttztC'k o e, ~l 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section DATE 1/Jijo"") Q:\WEB\PW\DEVSERV\AFORM\aformwaiver.xls06/25/02 APPLICATION TYPE: flEE AMOUNT: Rebuild Approval Permit: Hearing Examiner Review '$500.00 Administrative Review $250.00 Rezones: Less than 10 acres $2,000.00 10 to 20 acres $3,000.00 More than 20 acres $4,000.00 Routine Vegetation Management Permit $75.00 Shoreline Permits: Shoreline Permit Exemption No charge Shoreline· Substantial Development Permit $1,000.00 Site Plan Approval: Hearing _Examiner Review $2,000.00 Administrative Review $1,000.00 Special· Permit $2,000.00 Temporary Permit $100.00 TemP<)rary Permit Sign Deposit (refundable) $25.00 Variance Administrative $100.00 Board of Adjustment or Hearing. Examiner $500.00 Waiver. $100.00 · JOINT LAND USE APPLICATIONS: For joint land use applications, applicant shall pay full price for the most expensive (major) application and half-price for related applications. · EXTRA FEES: Whenever any application is to be handled under the terms of any · portion of the City's land use codes, adopted codes, or the Uniform Building Code, and th.at application is so large; complicated ot technically complex that it cannot be handled with existing city staff, then an additional fee can be charged which is equivalent to the extra costs incurred by the City of Renton. Such fees shall be charged only to the extent incurred beyond that normally incurred for processing an application. When the application or development plans are modified so as to require additional review by the City beyond the review normally required for like projects, at the discretion of tlie Development Services Director, an additional fee may be charged at $75.00 per hour. Any questions regarding land use fees should be directed to the Development Services Division, 6th floor customer service counter, at (425) 430-7294. . . Q:\WEB\PW\DEVSERV\Forms\Planning\landusefee.doc 07/15/03 ·' . DL.,ELOPMENT SERVICES DIVISION ) WA~VER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Urban Center Design Overlay District Report 4 -~#.ii1i~~,,f.ii;;r~;;r1tcir;=::::: :·::: ::"':\' . ·· -.-.-·-.·.··-· ·.·.·.-.·.·.•.•.·.-:•.•.•.•.•:•.•.•:•.••.••.••:-·-·.-.-·.·.·.··-:,--.-.. --....... • -:-:-:-:-.-....... . Wetlands Delineation Map 4 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section PROJECT NAME: _:}i~"""IZ ...... ,c_h ..... .:::>::...-. -+-flA~-4-'--'-f ____ _ DATE:----,¥~· %_"J__._,j,---/o---,3 __ _ Q:\WEB\PW\DEVSERV\A~ORM\aforrnwaiver.xlsQ6/25/02 1 l (® King County; DDES· DEPARTMENT OF DEVELOPMENT AND ENVIRONMEITTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 This certificate provides the Seattle King County Department of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. King Cou,nty Certificate of Water Availability I Do ""' ..... '" "'" """ number , name . ~ Preliminary Plat or PUD D Building Pennit D Short Subdivision D Rezone or other _______ _ Appllc.ant's name: G.W.qlnc Proposed use: Single Family Residence Location: 14237-14217·1'4037 SE 128th sr (attach map and legal desaiption if necessary) Water purveyor information: I 1. D a. Water wili be provided by service connection only to an exlstln~ (sii:e) water main that Is fronting the site. 2. 3. 4. OR ~ b. Water service will require an improvement to the water system of: ~ a. OR D ti. ~ a. OR 0 b. ~ a. OR D (1) ; feet of water main to reach the site; and/or ~ (2) Toe construction o .. f. a distribution system on the site; and/or ~ (3) Other (describe) EASEMENT TO DISTRICT WILL BE REQUIRED The water system is in conformance with a County approved water comprehensive pl.an. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment (This may cause a delay In Issuance of a pennlt or approval); Toe proposed project Is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or Is within the County approved service area of a private water purveyor. ' ,- Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. Water is oiQ available at the rate of flow and duration indic.ated ~low at no less than 20 psi measured at the nearest fire hydrant. Spacing feet from the building/property to be determined by Fire Marshal (or as marked on the attached map): · Rate of flow at Peak Demand O less ttian 500 gpm (approx. gpm) 0 500 to 999 gpm fg] 1000 gpm or more D flow test of gpm 0 c.alculatlon of gpm Duration o less than 1 hour D 1 hou'r to 2 hours ~ 2 hours or more 0 other (Note: Commercial building permits which lndudes multifamily structures require flow test or calculation.) D b. Water system Is not c.apable of providing fire flow. 5. ~ a. Water system has certificates of water right or water right daims sufficient to provide service. OR / ~N\NG D b. Water system does not currently have necessary water rights or water right dalms. ' ! ENtf>~N O..,._\lec\.~tt,f. ~ ... e.· ~ n,. . Comments/conditions; CURRENT GFC $3200.00 PER LOT. WAC $125.00 PER LOT. ~ , 1 • ~u"1 =I=ce=rti=fy=th=at=th=e=a=bo=v=e=w=,a=t=er=pu=rv=e=y=o=r=in=fo=r=m=a=tio=n=,s=tru=e=. =To=,s=ce=rti=.fi=ca=ti=.o=n=s=ha=l=I be=v=a=li=d=fo=r=l=y=ea=r=fro=m=da=t=e=o=f=sl=g=na=tu=re=.===M~~ \\· 5 ~ KING COUNTY WATER DISTRICT #90 LESTER PIELE RENEWAL FEES: W/ IN 1 YEAR $50.00 \"\ · fr'\\ Agency name Signatory name AFTER 1 YEAR $125.00 6l·' ~r,~\'\)J~\JJ SUPERINTENDENT ~~ 1/29/2004 f'\\'G~'G,\\ lltle Signature · Date Z:\Water Availability Certificates\Water Availabillty\GWC INC.doc Printed: 03-05-2004 DEVELOPMENT PL.ANNING CITY OF RENTON . MAR 0 .. 5 ?004 RrEtrE~VrE[J) . .__lJfl{ OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: lUA04-031 Payment Made: 03/05/2004 04:12 PM Receipt Number: Total Payment: 2,500.00 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 Payments made for this receipt Payee: GWC INC Trans Method Description Amount Payment Check #5810 2,500.00 Account Balances Amount 500.00 2,000.00 Trans Account Code Description Balance Due 3021 303.000.00.345.85 · Park Mitigatio~ Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5b09 000.345.81.00.0006 Conditional Use Fee§ 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81~00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5023 0 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.l Postage 5998 000,231.70.00.0000 Tax Remaining Balance Due: $0.00 .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 .00 R0401107 Printed: 03705-2004 DEVELOPMENT PLANNING CITY OF RENTON MAR ·o's 2004 H ECE~~tE:!c» I -, .... in{ OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-031 Payment Made: 03/05/2004 04·: 16 PM ,\ Receipt Number: Total Payment: 13.69 Payee: JIM JAEGER Current Payment Made to the Following Items: Trans Account Code Description Amount 5955 000.05.519.90.42.l Postage 13.69 Payments made for this receipt Trans Method Description Amount Payment Cash Account Balances Trans Account Code Description 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 Park Mitigation Fee 000.345.81.00.0002 Annexation Fees 000.345.81.00.0003 Appeals/Waivers 000.345.81.00.0004 Binding Site/Short Plat 000.345.81.00.0006 Conditional Use Fees 000.345.81.00.0007 Environmental Review 000.345.81.00.0008 Prelim/Tentative Plat 000.345.81.00.0009 Final Plat 000.345.81.00.0010 PUD 000.345.81.00.0011 Grading & Filling Fees 000.345.81.00.0012 Lot Line Adjustment 000.345.81.00.0013 Mobile Home Parks 000.345.81.00.0014 Rezone 000.345.81.00.0015 Routine Vegetation Mgmt 000.345.81.00.0016 Shoreline Subst Dev 000.345.81.00.0017 Site Plan Approval 000.345.81.00.0018 Temp Use or Fence Review 000.345.81.00.001~ V~tiance Fees 0 000.345.81.00.0024 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.l 000.231.70.00.0000 Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Remaining Balance Due: $0.00 13.69 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 R0401108 PUBLIC HEARING City of Renton Department of Planning I Building I Public Works REVISED -PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owners: Applicant: June 22, 2004 Jericho Preliminary Plat Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Terry DeFoor GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Contact: ~ James Jaeger, Jaeger Engineering, 9419 S. 2041h PL Kent, WA 98031 File Number: LUA-04-031, ECF, PP Project Manager: Susan Fiala, AICP Project Description: The applicant is requesting Environmental ($EPA) Review and Preliminary Plat approval for a 35 lot subdivision of a five parcel, 5.31 acre site._,..T~e four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to . be subdivided into 9 lots is witfiin the Residential -10 (R-10) zone. The 35 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 6,556 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NI::, a new public road and private streets and easemer1ts within ~~ . . . Project Location: .,7 355 Jericho Ave. NE(south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) 0 (SU.O 6 . '"11--, -.au..~~ :1 7 '" , .. City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DATE: JUNE 22, 2004 Page 2 of 12 B. HEARING EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Projectfile ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Neighborhood Detail Map (dated 03/05/2004) Preliminary Plat Plan (dated 05/20/2004) Grading and Tree Plan (dated 03/05/2004) Zoning Map: Sheet F6 East (dated 12/04/2003) Revised Preliminary Plat Plan (dated June 14, 2004) Revised Preliminary Drainage and Road Plan (dated June 14, 2004) C. GENERAL INFORMATION: 1. 3. 4. Owners of Record: Zoning Designation: Comprehensive .Plan Land Use Designations: Existing Site Use: Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy. Suite 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N. 26th St. Renton, WA 98056 GWC, Inc. 24633 NE 133rd St. Duvall, WA 98019 Residential -8 (R-8) and Residential -10 (R-10) Dwelling Units per Acre Residential Single Family (RSF) and Residential Options (RO) Single Family Resider:itial and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: · North: Single family residential; R-8 and R-10 zoning East: Single family residential; CC zoning South: Single family residential; King County zoning and R-8 West: Single family residential; R-10 zoning Hoquiam and Jericho Avenues NE 5.31 acres (231,304 square feet -gross area) Area Comments ....h, .-·-. _ •• ,.. Existing Building Area: 3 homes and outbuildings N/A All structures to be removed/demolished New Building Area: Total Building Area: N/A D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Land Use File No. hexrpt_ Jericho,..revil>ed.doc N/A N/A N/A Ordinance No. 4760 4776 4776 N/A N/A Date 02/14/1998 04/21/1999 04/21/1999 -.. ... City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 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 Dis-tricts 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 12 - 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 ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 5.31 -acre, five parcel site into 35 lots and two tracts. The lots are intended for the eventual development of detached single family residences. The site currently contains three single family residences and outbuildings proposed to be removed/demolished. Four parcels are within the R-8 zoning designation and the remaining parcel is zoned R-10. ~ Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract B is designated as a private street; however, this is to be an easement. The applicant submitted several studies including: a geotechnical report, a wetland reconnaissance, a traffic impact analysis a)1d a preliminary storm drainage report. hexrpt.:__Jericho_revised.doc City of Renton PIB/PW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 4of12 Site preparation for development of the plat would include the removal of vegetation arid trees for roadways, utilities and building pads. Several established fir trees fronting NE 4th St. are proposed to remain. Access to the site would be provideq via NE 4th Street to Jericho or Hoquiarn Avenues NE and one new internal road ( NE 3rd St.). The internal road would be constructed at a reduced right-of- way width of 42 feet with 32 feet of pavement. All lots would gain access directly to the public roads via private access easements, private streets or individual driveways. Street improvements including curb; gutter, sidewalk, lighting and ROW dedication are required and would be provided. The site has two separate 4oning designations .. The portion of the plat, Lots 1 through 26 and Tract A, located between Jericho and Hoquiam Ave. NE 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 du/ac to a maximum of 8.0 du/ac. The proposed·plat would arrive at a net density of 7.69 du/ac after the deduction of public roadways from the gross acreage of the R-8 portion. The Residential -10 (R-10) portion. Lots 27 through 35 and Tract B, is west of Hoquiam Ave. NE. The R-10 zone allows a density range of 7.0 to 10.0 du/ac for attached and semi-attached dwellings with a·bonus up to 13.0 du/ac provided all detached dwellings would be developed. Nine lots are proposed within the R-10 at a density of 10.11 du/ac. The Comprehensive Plan designates the site as Residential Single Family and Residential Options. The Environmental Review Committee placed five mitigation measures on the project including· those addressing erosion and mitigation fees. The plat is divided into three areas. Lots 1 through 9 and Tract A are arranged in a linear fashion to the south of NE 3rd St. Lots 10 through 26 ar~ to the north of .NE 3rd St. and are arranged with front yards facing NE 3rd SL and th.e-secondtier of lots would be parallel to the north property line . (15 ft. side yards along NE 4th Street). : . The proposed .lots would range from 3,750 square feet to 6,556 square feet in size and generally . be rectangular in shape {lot lines at right angles). · Site preparation .for deyelopment of the plat ~ould · include the removal of vegetation °and trees for roadways, utilities and building pads.' The proje<::t would .also include the installation of utilities and the dedication of public rights-of-way. · Approximately one acre of the site area is identified as street right-of-way dedication for Jericho and Hoquiam Avenues NE and NE 3rd St. to the City of Renton. Tract A covers 13,666 square feet and the private street is 2,605 sq. ft. in area. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA {RCW 43.21C, 1971 as amended), on April 13, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Stonehaven Preliminary Plat The-DNS-M·included five (5) mitigation measures. A 14-day appeal period commenced on April 19, 2004 and ended on May 3, 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 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. 2. The storm drainage system shall .be designed according to the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality. hexrpt_ Jericho~revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04--031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page5of12 3. 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. 4. 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. 5. 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. 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) and Residential Options (RO) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. Residential Options designation is to create new, lower-density neighborhoods in a traditional development style while at the same time support iJ1fill development. The proposal is consistent with both the RSF and RO designations 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 and Residential Options policies: · Land Use Element Residential Single Family (R-8 portion) Policy L.U-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The R-8 portion of the plat, Lots 1 through 26, has a net density of 7 .69 du/acre Which is within the allowable density range. · Policy LU-35. A minimum Jot 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 26 lots equal or exceed the minirnum C>f 4,500 square feet. The smallest lot is 4,520 square feet and the largest lot is 6,556 square feet. · · 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- 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 Hoquiam and Jericho 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. hexrpt_Jelicho_revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING _DA TE: JUNE 22, 2004 Residential Options (R-10 portion) REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 6of 12 Policy LU-48. Buildings should front the street rather than be .organized around interior courtyards or parking areas. The nine lots, Lots 27 through 35, within the R-10 portion would have the front yard facing either a private access easement or a private street. Policy LU-51. The net developmentdensities 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. The proposed density for nine lots for detached single family homes on the R-10 parcel would be 1 O .11 du/ac. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of 35 new single family homes to an underutilized property would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would be addressed by tf1is project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. · The applicant submitted a Wetland Reconnaissance Letter and graphic prepared by Habitat Technologies, dated February 6, 2004. The submittal indicated that no wetlands were found on the subject site. The two areas within a small ponded depression located in the southwest comer · of the site were found not to have hydric soils. Therefore, no further mitigation was recommended as no wetlands are present. · (b) Compliance with the Underlying Zoning Designation. The 5.31 -acre site (gross area) consists of five parcels. The four parcels to the east of Hoquiam Ave. NE are designated Residential -8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The 1.09 acre parcel to the west of Hoquiam Ave. NE is designated Residential - 1 O Dwelling Units per Acre (R-.. 10). The proposed development allows for the future construction of up to 35 dwelling units along with associated plat improvements. · ..,. 7 Density- R-8: 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 (du/ac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots are deducted from the gross acreage of the site. AftE:lr the deduction of 36,590 square feet from the 183,823 gross square foot parcel (183,823 gross square feet -36,590 square feet total deducted area·= 147,233 net square feet I 3.38 net acres), the 'proposal would arrive at a net density of 7.69 dwelling units per acre (26 units/ 3.38 acres= 7.69 du/ac). · ·· R-10: The allowed density range in the H-10-zone is a mjnimum·of7.0 to a maximum of .. -10.0 dwelling units per acre (du/ac). The maximum permitted density may be increased to 13.0 du/ac provided all detached single family structures. are proposed. After the deduction of 8,712 sq. ft. from tt:ie 47,480 gross sq. ft. parcel (47,480 sq. ft. -8,712 sq. ft. = 38,768 net sq. ft./0.89 net acres), the proposal would arrive at a net density of 10.11 dwelling units per acre (9 units/ 0.89 acres= 10.11 du/ac). The applicant is proposing to construct nine detached single family residences on the nine lots .. The bonus density allows for the increase above the maximum of 10 du/ac to 13 du/ac for this portion of the.plat. To ensure that the plat the bonus density for detached units is complied with, staff recommends as a condition of approval that a restrictive covenant be placed on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designaiion of the plat with a permitted density up to 13.00 du/ac. Any change .to the .unit mix shall require the density and unit mix requirements of the R~ 1 O zone to be complied with and reviewed by the City of Renton." . hexrpt_Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 7of 12 The proposed plat complies with density and unit mix requirements for both the R-8 and R-10 zoning designations. Dwelling Unit Mix -When proposing full subdivisions, the R-10 zone requires the provision of a minimum of 50% to a maximum of 100% of detached or semi-attached dwelling units. However, as previously stated, the applicant is proposing 100% detached single-family units. Lot Dimensions -The revised plat plan (Exhibit 6) was analyzed to determine compliance with the R-8 and R-10 development standards. R-8: The R-8 zone applies to Lots 1 through 26. The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed generally range from 50 to 68 feet and lot depths are proposed from 89 to. 111 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,520 square feet and the largest would be 6,556 square feet. R-10: The R-10 zone applies to Lots 27 through 35. Density requirements take precedence over the minimum lot size standards. For detached dwelling units the minimum lot size is 3,000 sq. ft. per unit. The minimum lot width is 30 ft. for interior lots and 40 ft. for corner lots and 55 ft .. for the minimum lot depth. All lots are proposed to have a lot width of 45 ft. and depths ranging from 86 to 101 ft. Lot sizes would be greater than the minimum of 3,000 square feet; the smallest lot would be 3,750 square feet and the largest would be 4,426 square feet. As noted in the section on Access, the lots within the R-10 portion would increase as the lots must incorporate a portion of the private streeUaccess easement. ,-/ All lots comply with the lot dimension requirements. The plat would create 35 lots and two tracts with the following sizes.as shown on Exhibit 6: , Lot Area (square feet) Proposed Access Zoning 1 5,386 NE 3rd St. R-8 2 4,600 NE 3'0 St. R-8 3 4,600 NE 3ra St. R-8 4 4,600 . NE 3ra St. R-8 5 4,600 NE 3rd St. R-8 6 4,600 NE 300 St. R-8 7 4,600 NE 3ra St. R-8 8 4,600 NE 3ra St. R-8 9 4,600 NE 3ra St. R-8 10 5,236 NE 300 St. R-8 11 4,520 NE 300 St. R-8 12 5,307 NE 300 St. R-8 .13 4,575 NE 3ra St. R-8 14 4,575 .. NE 3'0 St. ·-·· -· •. R-8 .. 15 4,575 NE 300 St. R-8 16 5,575 NE 300 St. R-8 17 4,725 NE 300 St. R-8 18 4,725 NE 3ra St. R-8 19 6,008 NE 300 St. R-8 20 6,156 NE 300 St. R-8 21 5,146 20 ft. easement R-8 · 22 5,974 20 ft. easement R-8 23 5,800 20 ft. easement R-8 24 6,090 20 ft. easement R-8 25 6,003 20 ft. easement R-8 26 6,556 20 ft. easement R-8 27 3,750 20 ft. easement R-10 hexrpt_Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DA TE: JUNE 22, 2004 Lot Area (square feet) 28 3,884 29 4,334 30 4,215 31 3,884 32 3,884 33 3,960 34 3,960 35 4,426 Tract A 13,666 Tract B 2,605 Setbacks- REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 8of12 Proposed Access Zoning 20 ft. easement R-10 20 ft. easement R-10 Private Street R-10 Private Street R-10 Private· Street R-10 Private. Street R-10 Private Street R~10 Private Street R-10 N/A R-8 N/A R-10 R-8: 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 road would be newly constructed. The setbacks have been shown on the plat. The applicant· is proposing a 15 foot setback along NE 4th Street to provide additional yard and building setback from the NE 4th St. frontage. The desi9Dation of yards is recommended as a condition of aimroval and such designation as listed in · the following table shall be noted on the face of the final plat: Lot Front Yard_ Rear Yard f5 ft Sig_,e Yard J \Ii Along Street 1 NE 3•u St./North South Prop. Line Jericho Ave. NE Prop. Line. 10 NE 3ru St./South North Prop. Line Hoquiam Ave. NE Prop. Line 20 NE 3ro St./South North Prop. Line Jericho Ave. NE Prop. Line 21 West Prop. Line .East Prop. Line . NE4m St. ( facing 20 ft. abutting Jericho easement Ave. NE 22 East Prop. Line West Prop. Line NE 4m St. facing 20 ft. easement 23 West Prop. Line East Prop. Line NE 4"' St. . -facing-20 ft. ----, -· ~ ( easement 24 East Prop. Line West Prop: Line NE 4"' St. facing 20 ft. easement 25 West Prop. Line East Prop. Line NE 4"' St. C facing·20 ft. easement 26 East Prop.-Line West Prop. Line NE 4m St. facing .20 ft. easement Staff also recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. · - hexrpt_Jericho _revised.doc a.I City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DATE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 9 of 12 R-10: The R-10 zone requires a front yard setback of 10 feet for the primary structure and 2o·feet for the garage (on streets created after March 1, 1995), rear yard setbacks of 15 feet, interior side yard setbacks of 5 feet, and side yard along streets setbacks of 10 feet. The plat plan shows building envelopes meeting the required setbacks. As stated, staff recommends as a condition of approval that no lot is to gain direct access to either Jericho Ave. NE or Hoquiam Ave. NE. Building Standards -The R-8 and R-10 zones permit one residential structure per lot. The R-10 zone also allows attached and semi-attached buildings with one per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 and R-10 zones. 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. Several single family residences and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant 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. Building height in the R-8 and R-10 zones 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 R-10 zone restricts lot coverage for detached units to 70% and total impervious area is limited to 75%. 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 street or shared driveway 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. , , Exhibit 6, Preliminary Plat Plan, was submitted for review of the lot orientation. The plat provides adequate queue distance on both Jericho and Hoquiam Avenues NE. A single tier of lots on the northern property line abutting NE 4th Street is included as part of the plat. To ensure adequate buffering from NE 4th St., the applicant would provide a 15 foot side yard setback along the north property lines of Lots 21 through 26. (see section on Setbacks for further information). Each pf the prnp_Qs_ed lots satisfies ttie __ 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 Lots 1, 10, 20, 21, 26 and 27 to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via NE 4th Street to Jericho and Hoquiam Avenues NE, a new internal road (NE 3rd St.), a private street and private access hexrpt_Jericho _revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT PUBLIC HEARING DATE: JUNE 22, 2004 REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP Page 10of 12 easements. Dedication of right-of-way for both Jericho and Hoquiam Avenues NE is required as well ·as street improvements for all public roads including curb, gutter, sidewalk and street lighting. The applicant has indicated that the private street within the R-10 portion of the plat would be a tract, however, private streets are created via an easement of 26 feet in width. Staff recommends as a condition of approval that Tract B be converted into a private access easement with the land area divided among the adjoining lots. Exhibit 6 (dated June 10, 2004) was reviewed for access and lot layout. As proposed, NE 3rd Street would be located 167.5 feet from NE 4th Street at both Hoquiam and Jericho Avenl!es NE which is the adequate distance for safe turning movements and queuing. Additionally, the intersection is proposed to be signalized. Staffalso recommends as a condition of approval that the applicant provides a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal and is to accommodate one through lane in each direction and a left turn lane from NE 4th Street to the proposed new internal street (NE 3rd St.). To furthei ensure safe queuing distances and turning movements, staff also recommends that no direct access from any lpt within the plat shall .be allowed onto NE 4th Street. Also, no direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot is to be· allowed onto Hoquiam Ave. NE or Jericho Ave. NE. · Staff recommends the establishmerit of a homeowner's association or maintenance agreeme~~ 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 can. be described as generally level with the steepest slope of 9.0% near the centerof t_he property. The soils are a silty, sandy, loam near the lower portions of the site (south and west portions). The higher areas of the property have a more sandy soil. There are 25 trees on-site of which 10 would p9tentially remain. The trees include cedar, fir, maple, poplar, cottonwood,. locust and walnut. Within the R-10 portion of the site, along the NE 4th Street frontage a line of fir trees are proposed to remain'. The remainder of the site would be cleared for the construction of homes; roads and storm detention as. depicted on the tree- inventory plan which also identifies the location of all trees and the clearing area. Relationship to Existing Uses: The subject site currently contains several existing single family residences proposed to be removed and/or demolished. Single family residential is located to the immediate west, east and south developed under both the City of Renton and King County. The proposed single family subdivision is compatible with these existing uses. Please see discussion under Lots for yard orientation and the relation to exi$ting residenti~I devt:ilopment. The site fronts NE 4th Street designated as a major arterial. To ensure that the lots are adequately buffered from the street as well as reducing the barrer:i appearance of solid fencing along the street frontage, staff recommends as a condition of approval that the applicant submit a landscape plan providing a minimum of five feet of landscaping and a fence design for review and approval. ---. . ' . . ' ' . ·-·· -. . (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 condition that the applicant provide Code required improvements a_nd fees. T_he 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-si.te 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 Pa~ks Mitigation Fee, will be required prior to the recording of the final plat. hexrpt_Jericho_revised.doc City of Renton PIBJPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 11 of 12 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 sixteen (16) additional students (0.44 x 35 = 15.84). The schools would include: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage/Surface Water: The applicant has submitted a Preliminary Technical Information Report prepared by Jaeger Engineering, Inc. The existing site currently sheet flows across the property to the southwest comer. The runoff crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetiand for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. The wetpond will also serve as a water quality enhancement facility. The ERC placed a mitigation measure on the project that the storm drainage system is designed to meet both detention (Level 2 flow control) and water quality per the 1998 King County Surface Water Drainage Manual. Staff recommends as a condition of approval that Tract A be fenced, landscaped and irrigated as _ outlined below. The north and west property lines of rradA fronting NE 3rd St. are to include a landscaped visual barrier so as to not interfere witnsite distance · triangles inclu.ding.-p1aAL rpateri hich would provide a year-round dense screen within three 3 years from the time of ~ _ planting. The e~st o ne 1s o e ence w1 a minimum width of five feet of Ian scaping 5 / and be irrigated. The south property line is to be fenced. The fence should be of a qua I y I). A • a , not chain link, decorative and modulated, where feasible to reduce the impact of the~ drainage tract and the blank, continuous appearance of a fence. ·?~ Water and Sanitary Sewer Utilities: The proposed development is within the water service area of Water District 90 (WO 90). The applicant has submitted a Certificate of Water Availability. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A sewer main extension to connect to the existing sewer system is 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 (SOC)· payable at the time the utility construction permit is issued. Also, these parcels are subject to the CENTEX Latecomer fee determined to be $72,977.96. · H. RECOMMENDATION: Staff recommends approval of the Jericho Preliminary Plat, Project File No. LUA-04-031, ECF, PP subject to the following conditions: · 1. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/~c. Any c_ti_~rg~ ~o the un.it mix shall require the density and unit mix rnquirements of the 13.~. _ . 10 zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 2. The applicant shall place a note on the face of the final plat indicating the follow yard orientations for these lots: · ~ Lot 1: Front-NE 3rd St/North Prop. Line; Rear -South Prop. Line 15 ft.; Side Yard Along St. - Jericho Ave. NE · ~ Lot 10: Front -NE 3rd St./South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. - Hoquiam Ave. NE ~ Lot 20: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. - · Jericho Ave. NE · ~ Lot 21: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th St. . hexrpt_Jericho_revised.doc City of Renton PIBIPW Department JERICHO PRELIMINARY PLAT REVISED -Preliminary Report to the Hearing Examiner LUA-04-031, ECF, PP PUBLIC HEARING DA TE: JUNE 22, 2004 Page 12of 12 >-Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. >-Lot 23: Front --West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. >-Lot 24: Front - East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along st: -NE 4th St. >-Lot 25: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. >-Lot 26: East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. - NE 4th St. 3. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 4. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lfff shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. · 5. The applicant shall obtain a demolition permit and compiete aii inspections and approvals for a!! 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. 6. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining lots· prior to recording of the final plat. The satisfaction of. this requirement is subject to the r _/ ,A II~ ;hv~e::;:a~::~::~~~:::: ~er:::::;:::t~:i::s ;~:i:::: Ave. NE based-upon design require~~nts ~ ~. 0 ~v,-K_!_or proposed traffic signal. The des_ ig. n shall. accommodate one throug.h lane in each direction and a 1v:::;:. , .l,> -Y'6. left turn larie from~~ Jfh Sheet tt:., ti 1e: pmpeseEl Revi interfl01 slroet. The satisfaction of this ~lfi'r-~, requirement is subject to the review and ?ipproval of the Development Services Division. ·. {') _'t..,. . 8. 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 improvem¢nts. A draft of the document(s), if necessary, shall be submitted to the City of Rentor:i Development Services Division for review and approval by the City Attorney and Property Services section prior to recording of t~e final plat. · 9. The applicant shall install a modulated, decorative fe"nce with a minimum of five feet in width of irrigated landscaping along the entire north property line of th~ site fronting NE 4th Street. All fencing \ ~hall · be located and designed to not inte. rfere w_ith site d.istance~ required at the intersections of LH~lfiln__Ave .. J~IE with NE 4th St: 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. 10. The applicant shall install a fence of a quality material (no chain-link), 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 ti_me of planting along .. the north property line.of Tract AJronting._ NE 3rd St. and Hoquiam Ave. ·NE. The east property line is to be fenced with a five foot width of irrigated landscaping. The south property line shall be fer:iced. All fencing shall be located and designed to not interfere with site distances required at the intersections of Hoquiam Ave. NE with NE 3rd St. 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. 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"• •H• - -ll[COll:O Qr I~ "M t}llll904 ll[CORO OI II.JltVt1' J,fN IJ0tlltoo4 ~ •cc01to or su,r.n "'" ,11,onoo, ~ llCOIIO OI SU,VCY lifH 14012.,00I --, . TOPOCR•P><Y •NO BOUNDARY SURVCY BY: ~-~·ORYCO m SurveylnK, lncorporaled Ii., 12114 VJ.1,.1.(Y A'l(NU( t.UT' .,~ SUUN(R, WA HltO I 1!!il•B21-0)00 ru 2!3•121-tTOJ A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: CITY OF' ·RENTON WAT'ER: WATER OISTRtCT NO. 90 SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF' RENTON TELEP~ONt: OwtST EL£CTRIC>.L /oc C>.S: PUGET SOUND ENERGY CABLE T.V.: COMCAST CI.EILEVISION TRACTS: rRACT it.: ORAINAG[ .. IJ340 sr TRACT B: PRIV,..,[ ROAD -2~~ sr ~ SITE DATA ARE>.: 4.22 >-CRES -RB AREA: 1.09 ACRES -RI 0 AREA IN STREETS: 0.84 AC -RB AREA IN STREETS: 0.28 AC -RIO NET AREA: 3.38 >.CRES -RB NET AREA: 0.83 ACRES -RI 0 PROPOSED NO. LOTS: 27 -RB PROPOSED NO. LOTS: 9 -RIO ZONING: RB & R10 PROPOSED DENSITY: 7.99 UNITS/ACRE -RB PROPOSED DENSITY: 10,84 UNITS/ ACRE -R 1 0 PROPOSED VSE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED VSE: R-10 ZONE: SINGLE FAMILY DET>-CHEO RESID. ASSESSOR'S NOS. 152305-9033 \'l.5B >.Cl) 152305-9047, 1.63 AC 152305-9148 •l,20 >.C •-a 152305-9019 1.81 AC 152305-9045 (1.D9 AC) •-•o 'ki :...,._ .j .. '-"" ,, .,,., ll \ICINITY IIAP H.r.1. 11~~"'·1 / ..,,? > 1 "' ' . SITE AOORESS: 355 JERICHO AVE. NE , ...... • •.•. -., . ', I. ~/ \ I "Z:-:;}~,:;;~_: .. ~ ::::::.:=;:-::.:=-,~---~~~-.:~,--.~-.==: .. ~ ..... ,.,,: .~ ~--::-=-~ ~.:::::, ---~, ... _:._ .. ,-~,.-, [.l.1tMCN1S N01' ~Ov.N: I I I ,. UNSPtcinco Sl0P[' CA'SEMtHT 'Ofl: C\JT'S AND r1L1,:s ,o" 1Ht.eENtm 0, ~IHG COUNN. PARCEL IS2J05 904'5: R[C.f 5719217 PARC[L 1!!230!! 901{1: RtC.f !!8236'3 PARC[L 1!!230!! 10"7: Jl(C.f 5773188 P.lA.ctL 15230!! 91'8: RCC.f 582.ltl•Z PROPERTY OWNERS: 1'230! toll 1s2Jos 01•a c.w.c.. l'N'C. TERR'r oc,ooR 2•&33 N£ < 3l sr. DUV-'l~ WA. il801i 1!i2l05 90.0 RIO[RA.-8Al.KO [NT, r.u.111.v LTD. PARfN~SHIP DIANA RIDER A 11400 S0U1'HC£NrtR PKWY .. 1308 Sl.AT'1.C. WA. 18138 1!!2JO!! 9019 l52JO!! 90-'5 t-10WAR0 8.tNJ,5)(''° uoz N. 2a sr. AEHTOH. WA, aso~1 PA'TRIOA e1'H•SKY · ... ...,. ... sn,rn"C 1-1u, 413 1[RN0.ll,.[ A\/£. N( R(NTON. WA. 9805& 10' ilQ,t,,CI 11 ~lt1ltJtt_ L-'-'l[~[Nl -~J _ 11cc, 1710011104 I I CRAPHlC SCALE ls,,_.J_u '° r IJ11"'1'l , ... c,, ...... <., z ffi • ;; :l wi;; gs ~i~~t <.,,, s~ Zs~ti~ WJtf l o:;~r~ wo. ' <., w < J ~~ ::i:~ ......... <C <C Q 5:\,1.Co oS :,..~ o~~o Q: ~"' ~ S"' ~~ Cl.'!/ J -~ ~.i\i >-.t. ~~) "'!!.~ I ~J; iii· t ~ ... ~ 9 -i~ ••fl,~ IC~: •"•40' Dt•OII •'t:..:..uL..., 1:111"'4-1'·__.bbl._ ~-----.:.:..-- .... _J,__ " _J,__ ... , 2 ~ ~ ':::t: -~ ~ -t::. A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ ~. tkl-Sl\NCI II\IH CONNICCJ TO EJJS' '·-' ; I rllllol! UOt.70 12" *A1tll HAltl "' : 4§ 1 / -------, .. ~· ~~ 'ii~\ / ~~~~~--l-1~~ .,__,~-1-.....---, ~ tXIITINO~ 1'111,1: -u.11 If, .a11.o+/• (1i•,t•WJ -.. 2... ...,. , .... ,..'.': •••--•1.r.1.t' ,-~·:~f;t:., . ., RIM 4Jll rt 1n1-r·1·s1 1[ mnt1r,uW) 0 z ffi. ~ :i ~!;t; 0~ a~ zsi .... S, w~t>ii er:;• JJ w"' 0 w <i: ' - , . • .. .•--•--• •'"c~-~~-~-1 '>~~: .. -~·-.. :·7,~~'/ ~---~ ==:::::;:z .. ~ .. ---=. · -·-· · ·· ·t-· -·· -···· ·-· · ··· -.,__ . ... . -··. _ ·-'NE .iln!reir-·~ .: , , =->-~ ~-c.--;~m-·-C--= .-,-_-_1!LJJ!i'F .l--~-~---· . -~ ~,c--~-1-~= ..... __ .A::.. .... _~.-.n-'' ' •;;°£' '~] ' /;----',: ,, . I .rr I I I, roPOCRAPHY AND SOVNOARY SURYfY sr. ~ DRYCO Surveying, lncorporoled i:t,14 VAU,.tr "V[!,!UII: 1CA:3r SUI.IN(R, WA HJIO 2$3-IUI-OJOO F'.o: l~l-126-Sl'OJ 1, ' I I I ~~~~~~~~~~k~~~~~[ I J, ~ I ~' "· ~4~r=:=~*r::~~~~~~~~~~.!\-~I \ • . • . ii' ~·-, : : ... Ji 11~ I 1 I'"'· I II I H I l ~: II I ~ I I I H J IQ "" l,.,i:,. I . \_~·i_\11_· \ __ j4 __ J_ 1 _J_'~Jt_ __ 1·_\ i__ .l \l:\ I ! , , I I I ~ l 1 •' 15 .,'f'lk,l,I 11 '[" 21 1 21 Ll.J 21 I \II ti 11-.: . Al!a!!."J:==<.b'I' 'I " :::::_-:-: ____ l__ _ _JL ____ 'i_ ____ \__ I . l •, :.....: \I' @·"''"• : nr"'"'""' ,..,. I J1'fKI . • r ~ 1" & «:"'/:.~., : '> I l:l\.i.,.1· 1· f> ! I :r I . ~ ~ LEGEND t'XISTJN(j TR[[S lRCCS TO BC RCMCIVCD CL.EARING L1M1TS PRDPOSCD CONfOUR CXIST!NG CCM-lTOUR #/ *"'' , .. I GRAPHIC SCALE 10 .; H It ~ '"' 51"'ii[;;;;/»ml; , 91w-w+&sw · I 1 .. ...,, l*'dl•4' II. ~~ .... 0::IJ! " ,., < 0::1:,~~ 00 ~ a~~: Ii: ~" ~ :i:"' ~~ ~'t ~ ...... cS ~~1 ),.. -,i I ,qi § ;i~ I ~t! ! ~ ~aJ ·i '"' ~ ltAll.1 l'•lO' oc..,.,11_.la!!t._ ~ ~ .:.::..~ tH[fl _J__ « ...1_ .:i, \ @I,,,/ 11 i hi r'~' ~~:....::..:...::five' i ! I i ' 1N 1N z : t3 r ~ r f ;1, i tZf s C/.) ;if i ~ '"O ...... G; L_ 148th J LPL SE !I :: ~ L.... _14_9_th J LPL SE ~s·°' ,,~ F6 • 15 T23N. RSE W 1/2 140th Ave. SE 142 J Lil.'l 11 Ave. 143rd Ave. SE II~ r=====;::.Jf_ c.,.:i ~. 144th Ave. SE ~ Lvons Ave. NE I t (Jn I . I l I f I /}~~~. ! !'-····f ........ :.. L,."L··-·1 r n i n I v15 .. ,T ... c:'. ·-__ .i I 1f! ...... . ~ L I j;:52······ .. 1~ N .t'} ·:;. ~ ~ ~ ~ ~ LEGAL DESCRIPTION PIJtCCL 15UOS HlJ t>I( C.a.51 10! Jftt or 1"'1 "'°'"'" lilt.I' or lHf. NOfl'TMO.Sf OUMTtR O,T~NOIIIMW(S'tl)U.tR!(IIOl'11,l(~TQWoRTUQr![CTIOH IS, TOWNSHIP 2J "'°'"M, AolllC[ ~ US!, 'MU,Jrt,l[Tf( ~. ti l(INC COUNT'I', W.lSHikO'TON, EXC[llll)-4£[.t.SllOl[[T·TH(lltO,,-r(*'IIQAtt; [JC[Pl TW( ~TH .. , ra, TH(A[O, C~MNCD IJI IUl'IQ cov,,irr SUPCl!IOfl' COO!H ClouSE NIJM80 &J21ll F'OR SOIJtW[AST \Hilt SlME'I. PAR([~ 1!230! 1U8 Tl<C 'litst 30 rrrr Cf' TH[ (1.$1 IJ! rtC'I' OT TH[ HMlH ._, 0, tM[ HOIITH(AST OU-'ltl[I 0, 'IM( HOll™W(SI OI.Wl'T[l'I 0, bC kOln'H[ASI ou.urrc110,stCTIOH1!,T~UNOR111,Jt,t,NC{StAST. 'MU,,l,,l,lttf[ W[IIILUAN, IN lClHC COJtfTI', &WIIHCfOtl 11.t hll)lfhl JO ,nr IM[Jl[Or l WfO IIIOMIN JC 1111(1,tl' 0, W.Y ,st tJ&TH ITll[[T, ,, lHE SOIJTM 11 r([t o, TIC ljQnlt .t1 Hit or $NO COw.t'ltO IQ ~Uf:l COUft'l"I' ro!' ~ .-~!(S IT OUD IJNC[~ l[CORCINa HUW8(1t HUltJ, P*f!C[l. l!HO! $00 N()lttll lot.Ill.I 0, 1>1( lt()lffilU,Sl OU.1111Vt OT TM[ ~SI OUAlll[lt r~~,,:~~.0~~.::~'r~:i~~,~ M::c ~~~ ~ [1C["1 TM[ WUT 211.! 1'1[1 ANO l>C [,lS'f 1» ,t(T ntr:Jl[Of' AHO UC[" llaOlhOt. CON'l'O'[D TO IClt(I COi.MTV FM IIOM) OT Otto ll[COllOCOIJNtl,[lll[CPl'IOINONIJlol[ll,073111 Pllltn l!l~! 1~11 11t.r .,.,n, 111.~ rec, o, n.1 lolOl'l111 Hol6., a, 'HI: 1tOIIITHl.ldr01.WPTtA 0, Tiff N()RTM'N(ST OU,UIT[R or fW[ ,O,HCUT OUNtfPI or S[(:JIOH 1~. TOWNSHU• J) MCIITH, lt».C:[ $ (-St, ~[ lrtltltlll'N1. 111 l(IN(l COVNl"r,W~IQH [rC(PT™f.H(lllfMJOH[TTIC.JltO,r()llCQUttTT~ 41.S:0 [ICCPT TH[ S0UTM H ru1 0, TH( "50llfll 42 ,err T~[O, toNVC'r[O ro ~~ COUlt'IY ro1t ltO.tLl .. IJNIOSIS DY 0£[0 ~(C~OEt> ~u••J. rJttOtTl4tHMT11,srcc1rkC1tto, f0ll~~OlCSBYDCUl$Mf;O,IWCO 170UIG49J.170tllOIU,U092601U, P.<MC'EL l}lJO~ 8CI~~ TH(bSTtutrorto4[HORJMWf0UMtl[AO,TN[~S10UMT(lt 0, fl,[ Jl0"111ltli[Sl QU,llll[lt Qr h"( HOlml(Alt OUMT[lt, t[i:;TIOH u, IC'M<.SHtP::JN0R1iol,lt#fC[)(Af!,'Ml,l.l,lr,l[tr[~OlloH,IHllllolQ COON'N. IIIAS1o11MCT(ltol L[SSCl).t,IT'rl'Q.0$U(l USS IJl~II!~ IIIIQHT! SURV('r' DATA: 1,s1s or UURINO !M[Al(()(mi PU PV,1 0, WD"C~ Jl\.Aet. V 20,, P9 70 V[R11CAI. OATUW ctr, 0, ~[HION COHT'IIOL n,,,. (l,[\{•420,41 R[f[A[NC[ SURV['tS IV,t o, IJQAO.u.i Pl.I.Ct, V 20,."' 70 WJ"L[W,000 W[ADIJWS SHOIIT PV,T, V 1:i1. P'll '1264 A[COIIO or SllRVEV ..,H 9S111lto• ACCOJIO o, S!.JIN£'r "1H ll091UOO• A(COA00'SUir.t'r'MNl1110lt~ R[COAO or 'HlltY'(Y MH HOll4to(II TOPOGRAPHY .ANO BOUNDARY SURV(Y 8Y: ~ DRYCO 0 Surveying, lncorporeled 12714 VALLEY .A.V(NUt (AST SUMN(R, WA 98J90 ~~J .. .s2is-0Joo r.o 2,J-1215·'1170J A PORTION of the N.E. 1/4, SECTION 15, .TOWNSHIP 23 N .. RANGE 5 E., W.M. SITE SERVICES SEWER: CITY or R(N10N WATER: WATtR OISTF!JCT NO, 90 SCHOOL: RENTON SCHOOL DISTRICT f'IRE· CilY or RENTON TELEPHONE: QWEST ELECTRICAL & CAS: PUGET SOUND (NERCY CASI..£ T,V.: COMCAST CABLEVIStON TRACTS: TRAC1 A: CRil.lN ... C( -uee11 sr 1RACT B: PRII/Aft ROAO -260!1 5r SITE DATA AREA: 4.22 ACRES -RB AREA: 1.09 ACRES -R10 AREA IN STREETS: 0.84 AC -R8 AREA IN STREETS: 0.20 AC -R10 NET AREA: 3.38 ACRES -R8 NET AREA: 0.89 ACRES -R10 PROPOSED NO. LOTS: 26 -R8 PROPOSED NO. LOTS: 9 -RlO ZONING: RB & RIO PROPOSED DENSITY; 7.69 UNITS/ACRE -RS PROPOSED OENSITY: 10.11 UNITS/ACRE -R10 PROPOSED USE: R-8 ZONE: SINGLE FM.<ILY DETACHED RESIO. PROPOSED USE: R-10 ZONE: SINGLE >AMILY DETACHED RESIO. /,.,_; ......_i .. --"' ,, ..,,, !l ASSESSOR'S NOS. 152305-9033 !°58 ACD VIClNITY MAP 152305-9047 1.63 AC 152305-9148 0.20 AC R-e 152305-90\9 1.81 AC T 152305-90<45 (1.09 AC) R-10 SIT( ADDRESS: .355 JERICHO AVE. NE -;.;_..:...;;---•" ---------------- NJif 4th STREET_ --·--· --·--------NE''4th--Streer-·--------- .; . -~ ---,--r~r:: ,-,, .. 11,;.~-:; ~.:-. :r~ -. :~J~;-C-~::"-F·.-~;_;_:_:~;.~'::r :~:;.;,;:;.:,;:1-~r-1···~.~, ' , , i.: ,r,• ., .'Ol.W ,5· :~. I LlJ OIU,i~" uw J ~.11!J,iAG[·(911· ---I • • ~+ 1 1 i, 28 I"° 24 1 q1i,,~" fl?0112l0~'2? l •tc ,.,onaooe hi, 21 I 11 I I .l750St nus, ;; ,oJfv ~ ;1090s, • ~-:u ro F : iia: ~'"" f) I, " ' " • a -, IT, , """" 1' "'" i-. , I '"' $1 .iaa, sr 'al' al I ..,, i l I t l 1-,113w __ '& I ,: f ~ -I ..... ~·~i.-+'-'1 ',..1-;;·1·", -.. -.,.t:-.... 1-.... -.~~-., I -.'::f:'~J.' jl. · (-~~JO----~ -s· , : ~· -1t·f1 - , ·' : :l· · · -~-i 11 ~-ri\1·-~ -\ •, ~ 1 I 4575 ,, I i ~ .j ., ':'P" Sf' I a ldl'II I ' -l)y----aisr·, ~·J., ': l,cl •• II ~~ :: ,2 I~ 1J 1i I~ 457,-St~ .:; II r' .. 1& ie I~ • J';I !~.1 ~t "' ., .,, Q ' • I I ---/Gill" I 1 1i 113ae• sr r J2 ! .-1 .,.,~ 1 S1 1 1 ~ !I "' .. 11 ~. ~- 10·110.0.0 (JIIS(f,l,ftf~ lllt(f 871008\1~ , 1 -I J I i'i~ 1~s1Jtsr 11,uosr,'. .. :,-15l075' 1 ,s'lsrl i 1 ,tjii ss1sv.1 11 1H2lsr 1 (l .,. .. 1,~> 20 ~11 h 1-J!/230 904!! I ~ l :~e: l l _il , f' hi: J ""J ~ i ~ ,.,. ,, , :11 , -, )' ,21!0,,. '!?'!.'." ~1a:: E, ..... -"""--1 -'...tlL----I :_,,.,. _,... -~" -'t~;it ., .. '' ,1 1 .~ I ' .... . ... I 11 J!/230!! 90111,, ¥ J!/230!! 90#7 '-k :I ii E!ij I i• ::,';,'~t:,.:-,J :-r-)"--·-----~-' -<,-----------i_:-, :m30~~ I 1i: I--.... -I~ I ..... ;;,;;.--_-:;i-.. 1--.. ~ ..... -t'1--J.. -1-;;;;--1...,..,-1 .. ~-1-t-1 ..,;q \J: /I I '"1';1 • --• ----,, • -" I I I ii!' I lO I lS 't] ' I J ~I a.,f,vBI ,.;;.,., ,oit,nl ;::::;;,;. I I: It : o I , I, , 1 > B 2 ,n~ I>' ..,_I ~ < , ,,!, '""" I,•, I _.,,,~,,I_,,., •• , """IJ., ,,,11to 1 I 1 J I I ,; J """.I """I: -·-1 l J" l . 1 ·· :,,;·,' L -'le"' --·WL.Lti*1 --"'!lrn'lr-f;,nr•--;im r~r..Ls.,.;-1.....,.,,;_ "'"'---1'.L-~~---"" --.. r ~.;-~ljjj\ ,·11"'~ I W':111'l 10.2''t1.rO 1 , D1' 2H 11 ••OU I SU'1'211·r 1~3' lO.OI f :f I$:! it:;; -._, I t I I ~ --:, i I ):''I"'; E.i.SEM[NTS NOT SHO'Wtl: '· UNSP[ClrlE:D St.OPE EASEMEhT FOR curs AND nu.s F'OR TH[ B[NEF'lr Of K1~G COUNTY. PARC(L 152305 904!1: REC.I 5799271 PARC(l 1:52305 51019: REC.f ,e2Je,3 P.A.RCEL 1S2J05 r.047: REC.I ,nJ18,6 PARCEL 1:52l0!1 9~48: R[C,I :!-82J542 PR~[R TY OWNERS: 1'230) 90JJ 152305 11Ha G.-W.C., INC TERRY O(F'OOA' 246.JJ NE IJJ Si. DUVALL, w ... 96019 152305 9047 R19[RA-0All<0 ENT. F'AMII.Y llO. PAATN[RSMIP [)l,1,j.jJI RJB(RA 1!!400 SOUTHC[NTER PKW"r' .. 1306 SEATTLE. WA. 9818e 152305 9019 152305 9045 MOWAAD BAN"'Sl(Y 1402 ~. 215 ST. R[NTON, WA 98056 PA.TRICIA B•NASKY •6J FERNDALE A\;£, N( RENTON. W•. 980~6 i CRAPH!C SCALE 'kp.g )-t j 5 'i' .~::-:),. l'.I z ii'. • ~ w ~ 'g ~ wz:~~1 ... .,.,'11):g (j~ . :f~ z s~~E W~;t t t 0:: ~: ! tl wet t"- l'.I w <( "') ~ ~~ Cl:~ ~: ::! 2 a 11: '~ ~ -~~ ~liij & ~at~ ~ iii I ~~~ , u ~a~ g ~ f : fl i "' ~ tc.iu., ,·,.•o· ll('IIOH,.,-...al:,M_ 1:111 ....... ~ =.!:.= a~--.... _,_ ~ -1.__ i ' i t! -; ~ A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. "' ... .,. [XmlHC ORAO[ 0 ~ PROP05(0 CENTERUNE \ .. , ... 4JB I -----LL..__j___u;_. £..;..!.'...! n.-'l' q •. ·-j " ; 1 ri,;-:, I: ~ ·;:;., "" I ··1f ~ .,. .,. .,, ,,o .,. .,. .,. PRCPOStD G'FIADE: 0 .CC~f[Rl.JN[ ~•oo -. EAST /WEST STREET SCAL'E: HORIZ.: 1••40' VCRT.: '14 •4' •4"00 0+00 6+00 l "' · 434 ,_; · ~ · 432 ~ ' .,; · 430 '$ ' 0 IH-61;,l 428 "' 001'1:,, 1,.. j I "'" ~;;'"' I n. ~ .1' ; I ~.;,; ]ftffJ}it/f!:.':;!J;~-,J/ -~~4(·~\\r~:f?\~-:> .. ,,~ll{Nr CO,.,Cl,{1{ 1\ \ \ . ,,~-:-~ ~~ ,. ""'"' '"""''' ... , 1' IJJN CC1,11>1 DO•TM Cl.lSS "9' AsP/'alt 1 ~1! -.:I \_ ,. -""" """ '"""' """""" ""' "'""'' ~. \ """" ""' .,. 1· /JIN. C'f)611tr. Drl'TM CIIVSMCD Sut!F'-CW(; ... ~ caunr ___l \ 0•00 1+9(> 2+00 f-·-,• ,,, CIIOCI ••sr (ct.lSS ..,., 11,H ,r ll(Oulll(D _,.MIW'O fOII caoono,.,s .....'., ·-~~--p•1"S19!!1,1, \_,ne"CPCP: •02.u J ~w~'~ z CWTC~.11-1£ _; V . . 0•00 •&"'I .... · .. :;,: I .. · : , I l,3,&S;f HOO :U.00 3-+00 l+28.63 PROFILE -HOQUIAM AVE. NE SCM.E: ~ORJl.: 1·.,o• 'J[A1'.: 'I•••' ~ I~ I~ , 12: \(_ ·~ .... -= -. ..J. -·· .,. TYP. INTERIOR PLA T ROAD t.;:1r ro st"tc ~:..--., ... l(: .fCll,j (11".W) I[ 401.,(12'..(J 1[·4C7.•f1J",S) DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPE~ ELEVAT•ONS: I~·,,:·., .k~,.., .... ]i:. 1~· \i •r ,,,. ~°IA,, . 1'.!-1-ll"l"l!l!"'!l!!l!!'H\l<"-:·- ~ 1 · ~~· :--ai&;.~;;,.,-i 12-10 l.-·-·-{_~:l:::~J·: n• I~, 1•JU4$1 I JJ I ,,,j",, : • i '"' "· 11 i!·· ,, • "'°' --:1",. I TOP: 421.0 .50 YEAR WATER LEVEL: 420.0. AREA= 1 OJ 17 SF BOTTOM: 412.0 AREA= 469 l SF VOLUME PROVIDED: 60032 CF VOLUME REOUIEO; 4 7840 CF WATER QUALITY: WETPOND BELOW DETENTION STORA~ TOP WETPOND ELEV: 4 l 2.0, AREAa 4691 SF BOTTOM WETPOND ELEV: 406.0, AREAa 1 B 15 SF VOLUME PROV1DED: 19518 CF VOLUME REQUIRED: 17160 CF TUC! D I··· . H11w.Tt ao"'° : '. '.'~l:: I ·1 · -i~ · ·~ 1· . 1-·1·. ··1 --:--1·.---· la J~ ~ H 8 3l I '"-1S 111 . II I I 1S a I ,• ' Ii "" s, i: JNO V ii >1'0 s, = Ii! 0 ; ' 9 ' ' ~ > • ' 0 5JH " L~±-~J·~~.~1 ±::~-L~±::±~::__L·:J ·::_1:~ .. I ~T-L~_ 1 1i1~··11'°t ,..,,,,., .,,,.. "''"·•••• ""' I ~""' ''"' I~•· m>r ~1-' ,, ~ "°'",_,"" ,.., u "' i !: "'\,i'~ ' :1.\·,.~.: c:•tt::1< e.tSH I I , :r I :ll>Hi ALE t, -.LJ-i t_ 'j r'lh>+ ~ J ._ . 1111,aJI llndl••• 11. (.'.) z ii'.. ~ w ~ ~~ Wil:;~'/ ~';a,ij~ l')~ _;;;;,- 2 s:f& WJ·01 ~~: i ~ wi .t: ... (.'.) w <( .., ~ ~ o"i .... c';!i ..; ti:. ~l:'.c~~ ~s~~ ~:q~~ t!J q;~ -s ~~ 'a: g ~.., [j ~ it • C) ~~i ).. •i' fE ~ i ~ ~:! . i~• i (j ~~. . ;; ~ !~ i <., 0-t11 :nuP, te111.t, ,-.. ,a ll(&Ql lr.__,w__ ~ :::-!:.--.!!.:.-- -·.J.._ ~ ..J__ ,c, ,. . . , Kathy Keolker-Wheeler, Mayor. September 15, 2004 · Terry DeFoor GWC,·Inc. 24633 NE 133m St. Duvall, WA 98019 <C:U:TY OF REN'lrON City Clerk Bonnie L Walton Re: Jericho PreHminary Plat; LUA-04-031, .PP, ECF Dear Mr. DeFoor: . . . . At the regular Council meeting'of Sept~rnber 13,-2004, th~ R~nton City Council adopted the recommendation of the hearing e.?(aroiner to approve the referenced· preliminary plat, subject to conditi~ns to be'met at l_ater stages of the platting·proc~ss. Pursuant to RCW, a final.plat meeting all'req11irements of State l~w and Renton . Municipal Code shall be subrrrittedto"theiCit:ffor approval withinfive years of the date . of preliminary.plat approval. . . : . ' . If I can provide additional infoimation or assist~nce, ple~se feel free to call. Sincereiy, . Bonnie I. Walton City Clerk. cc: Mayor Kathy Keolker-Wlieeler Council President Don Persson Jennifer Henning, Principal Planner Fred Kaufma11, Hearing Ex.a.miner . . · Ribera-Balko Ent. Family Ltd. Partnership, 16400 Southcenter Pkwy., Ste. 308, Seattle, WA 98088 _v'Howard & Patricia Banasky; 1402 N. 26th St., Renton, WA 98056 . • . . th . James Jaeger, Jaeger Engineering, 9419 S. 204 Place, Kent, WA 98031 -10_5_5_S_o-ut_h_G-ra_d_y _W._ay-.---R-e_n_to-n,-W:-a-s-hi-ng_t_on-98_0_5_5 -_ (-42-5-)4_3_0_-6_5_10_/_FAX-_-(4-2-5)-4-30_-6_5_1_6 _ ~· @ri,1spapercontains50%..,,....,,...,,.-~-~-· ~-· · ~~1i1~1) <CII1rY (O)JF Il<?JEN1r((J)N, ~:m:\,,,,,,.,,...... . .. ~~ ~ ~J"'~ . . Office of the City Clerlk 1055 South'Grady Way -Renton Washington · 98055 ~---·--'1:7.:!,.,-,..:,,,~,~~ .. =-ic: •. ···~· ~-~ ·~~ Q w F>. w fJil ~ pe_ ®:,_~ Howard & Patricia Banasky 1402 N. 2etti St. . Renton, WA 98Q56 ·~.;, ... ,A-;r·~g~g -=9g . Iii '{~ 'Ob ' ':g "'*'(,>' . . ~ AQ :.,, ~l.ffi~t . . SfP 1 5'0 4 ~ ~ Q J ~ i . g:. ·~. ·,;: PBMETEA . g' 1!4294€1 U.S. POG'i'MI: i CITY OF RENTO'N SEP 2 2 2004 RECEIVED. . CiTY CLERK'S Off!CE ~/ .. . ,--.._ """" ..... . -fr~·: 1 ·' S UC H .::=::.~ .... -----.,.[_ "" · ,, 1 l. · 'S'>!i.<:>,,1s Ii;'>:.'• t 11 " , "' A "o '<'-_ ~ ,,.,, .. ,.,c,1 . '·-=, _ ·~ "'"; 'nnun11 10 sf1JDrn : ~.,,.~, ---._.__ _______________ _ --..... ~~..,--- ' .· . ·~so__,.,..<"~ l,~ .. ··-·--.-;:-@·:.,Tllilli,at>er.can\s!!.._ --. 1LL 11 ,:1Lll, ,1,i .I ,,I 1l1,,ll, .,I 1l 111! r-, .• I .I 1l 1h\l ,l 11 i'll1J ;, .. , : . •;;"' . r: ,! I !•. '_._;, . y ", --, . :' ;:., ... •',' l . -.. ~- ..... -·-·' i--'. . _.,. . ,;, ~~ f' • . -,. , ... ' "":.;~, ; y' •, ·. /<-· .,/ ;_' I. :. /,' ,,./: . . ,:-'~ · .. · .. -· " . -~ .. . ./ -..... , .-·:, .,; T \' .r , . ·' ' "\•· Cli1I' _u_ • 0 F JR.lE N1I'([J) N Kathy Keolker-Wheeler, Mayor - September 15, 2004 Terry DeFoor GWC;Inc. 24633 NE 133rd St. Duvall, WA 98019 -Re: -Jericho Preliminary Plat; LUA-04-031, J;>P, ECF • • • • ' L . Dear Mi-. DeFoor: City Clerk Bonnie I. Walton At the regular Council meeting ·of September 13,-2004, th~ Renton City ~ouncil adopted the recommendation of the hearing examiner to approve_ the referenced preliminary plat; subject to condititms to be:met at later stages of the platting process .. Pursuant to RCW, a finalplatmeeting'an i~quireme~ts of State law and Renton . Municipal Code shall be subµutted;:to',the:(::ity·fo:r approval within five years of the date ofpreliminary plat approval. ' •. . . . . . .' .•'. u1 can provide additional intonnii'.tion or assistance, p1eas_e feel free to crul. - Sincerely, Bonnie!. Walton. City Clerk cc: M_ayor Kathy Keolker-Wheeler Council President Don Persson -- Jennifer Henning, Principal Planner Fred Kaufman, Hearing Ex,aminer -. _ . Ribera-Balko Ent. Family Ltd. Partnership, 16400 Southcenter Pkwy:, Ste. 308, Seattie, WA 98088 Howard & Patriciit Banasky, 1402 N: 26th St., Renton, WA 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th Place, Kent, WA 98031 -l-05_5_S_ou-t~li-:-G-ra-dy_W __ -ay---R-en-_ t...,..on-, -W.-as-h-in-gt_,o_n_9_80-5'-5--(-42-5-)4-3-0--6-51_0_/F_AX __ -(-42-5-)4-3-0--6-51_6_. ~ @ ~papercontains50°/... !"QI'"\~ ~..i--• ""'"""' September 13, 2004 Plat: Jericho, Jericho Ave NE, PP--04-031 Public W orlcs: Surplus of City- Owned Property, 901 : Harrington Ave NE Police: JailAdministration . ' -' • £, - lnterlocal Agreement, Various Cities. · · · · Lease: Lane Hangar Condominium Owners Association Addendum #2, Airport, LAG-99-003 1 . Renton City Council Minutes · ... Page 304 \ Hearing Examiner recommended approval, with conditions, of the Jericho · Preliminary Plat; 35 s. ing_le-family lots on 5.31 acres located at 335 Jertcho Ave. NE (PP--04--031). Council concur.· . . . . · ~ _;; -_:. --~ c • --• • - -,-' -E • o Plann~g/Bui,lding/Public W~rks Department recommended approval to declare surplus City-owned property located at 901 Harrington Ave. NE ( old Fire ·Station #12),and to set compensation for the property at $475,000. Refer to Community Services Committee. Police Departmen(re~ommended appro\fal of an int~rlocal agr!!erne~t for.jail admi!}istration with various cities to establish the purpose, membership, and governance of oversight groups to administtr the jail contracts with Y a.kima and King County. Renton's expenditure in 2004 is $4,393. Refer to PubHc Safety Committee. Transportation Systems Division recommended approval of Addendum #2 to LAG~99-003, Airport lease with Lane Hangar Condominium Owners AssociaJion, for a rent increase from $12,682.82 to $13,597 annually. Council concur.· Airport: Ace Aviation Operating Permit & Agreement .. lran~portation Sys,tems Division recommended approval of an OIJeratirig permit -and agreement with Ace Aviation, me.· for an aircraft maintenance facility at the Airport. Additionally, approva}was sought for the Airport subleas~ 'agreement between Bosair, .LLC .and Ace Aviation, Inc. Refer to · Transportation: 1405 Congestion Relief & Transit Projects Memo of · tlnderstanding·, WSDOT -CAO: 03--034,Water System Plan Update, RWBeck · CAG: 03-115, East I<:erinydale Sanitary Sewer Infill & Wate,r · Main Replacement ~hase II, : · Robison Construction . Added , CORRESPONDENCE :transportation (~ viation) Committee.'. . Transportation Systems l)i\fiston recoriiniended approval of a rrieQ1orandum of - understanding establishing a cooperative relationship with W ashingfon State Department of Transportation for the 1-405 congestion rellef and trarisit projects. ~ef~r ~o Transportation (Aviation) Committee. Utility Systems ])iyision.recommendecl approval of Addendum #2toCAG--03- 034, contract with R.W. Beck, Inc. to complete the update of the Water System" Plan in the amount of $65,448; and approvalt6 transfer $46,000 from the J Reservoir Re-Coat project budget to the Water·system Plan Update project budget Refor tO Utilities Committee. . . . . Utility Systems Division submitted CAG-03:-1 {5, .E~st Kennydale Sa~itary Sewer Infill a11d Water Main Replacement Phase II; and requested apprqv,!l of the project, authorization; for final pay estimate in the amount of $7,881 A6, . <:OIIll11encement of 60-day lien i>erioo, and release of retainage borid in the am9u11t Qf $65,528.19:to Ropison;Construction, Inc., contractor, ifali required releases are obtained .. Coun:cikoncur .. :--~ --. MOVED BY PERSSON, SECONDED BY CORMAN, COUNCIL APPROVE THE CONSENT AGENDA AS. PRESENTED. CARRIED .. At the request of Co.uncilma.n Corman;correspondence was read from Douglas R. Head,Edward fones, 4250 NE'4th St., Suite B, Renton,"98059, in which he · Citiien Comment Head -One-· references an article in the Renton Reporter regarding Renton's str~elsystem. Way Streets · He indicated that the outqated an~ confusing street system·needt, updating. MOVED BY CORMAN, SECONDED BY BRIERE, COUNCIL REFER THE TOPIC OF ONE-:W A Y STREETS TO THE TRANSPORTATION COMMIITEE. CARRIED. C f OF RENTON COUNCIL AGENDn tlILL ........, I AI#: /.l,L. fl Submitting Data: For Agenda of: 9/13/2004 Dept/Div/Board .. Hearing Examiner Staff Contact ...... Fred J. Kaufman, ext. 6515 Agenda Status Consent .............. Subject: Public Hearing .. Correspondence .. Jericho Preliminary Plat Ordinance ............. File No. LUA-04-031, 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... NI A Transfer/ Amendment. ..... . Amount Budgeted ...... . Revenue Generated ........ . Total Project Budget City Share Total Project .. SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Jericho Preliminary Plat was published on June 22, 2004. The appeal period ended on July 29, 2004. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 7 and 8 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later.states of the platting process. STAFF RECOMMENDATION: Staff recommends approval of Jericho Preliminary Plat. Rentonnet/agnbill/ bh X Minutes APPLICANT: OWNERS: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: ) OFFICE OF THE HEARING EXAMINER CITY OF RENTON Terry Defoor GWC, Inc 24633 NE 133rd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partnership 16400 Southcenter Pkwy., Ste. 308 Seattle, WA 98088 Howard & Patricia Banasky 1402 N 261h Str.eet Renton, WA 98056 GWC, Inc. 24633 NE 133rd Street Duvall, WA 980 I 9 James Jaeger Jaeger Engineering 9419 S 20411, Place Kent, WA 9803 I File No.: LUA 04-031, PP, ECF 355 Jericho Ave NE July 15, 2004 Approval for a 35-lot subdivision of five parcels, a 5.31-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 June 15, 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 subje_ct as follows: MINUTES The following minutes are a summary of the June 22, 2004 hearing. The legal record is recorded on VHS. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 2 The continued hearing re-opened on Tuesday, June 22, 2004, at approximately 9:20 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. 7: Revised Preliminary Plat Plan Exhibit No. 8: Revised Preliminary Drainage and Road Plan Exhibit No. 9: Revised Staff Report 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 subject site is located at 355 Jericho Avenue NE. The applicant is requesting approval for a 35-lot subdivision of a five parcel, 5.31-acre site. The four parcels, 4.22 acres, to be subdivided into 26 lots are within the Residential 8 (R-8) zoning designation. The 1.09-acre parcel is to be subdivided into 9 lots and is within the Residential l O (R-10) zone. Access is proposed via Jericho Avenue NE, a new public road and private streets and easements within the plat. Tract A would include the storm detention/water quality pond and be located within the R-8 zoned portion of the plat. Tract B was designated as a private street, however, this is to become an easement. Looking at the Revised Plat and the new location of NE 3rd Street, located 167 feet from the curb line of NE 4th Street, that will provide adequate queuing distance required for these intersections. There is approximately 36,590 square feet of public road to be deducted from the R-8 portion, leaving a net density of 7.69 dwelling units per acre. There are no changes in the R-10 zoning portion of the tract. All units will remain as detached single-family residences. In the revised Plat Plan, in the R-8 zone, Lots 1-26 meet or exceed the requirement for lot dimension. In the R- IO zone, Lots 27-35 meet or exceed the requirements for lot dimension. The applicant is proposing a 15-foot setback along NE 4th Street to provide additional yard and building setback from the NE 4th Street frontage. The proposed subdivision would create Lots 1, I 0, 20, 21, and 26 to be located at the intersection of public rights-of-way. The proposed radius for these lots would meet code, all would have a radius of 25 feet. Tract B is to be converted into a private access easement with the land area divided among the adjoining lots. The proposed drainage will be collected by catch basins within the new road and routed to a detention/wetpond within Tract A. Tract A should be fenced, landscaped and irrigated. The north and west property lines of Tract A fronting NE 3rd will incJude plant materials which would provide a year-round dense screen within three years from the time of planting. The east property line is to be fenced with a minimum width of five feet of landscaping and the south property line is to be fenced. The fence should be of a quality material, not a chain link. Staff recommends approval of the Jericho Preliminary Plat subject to conditions. Jericho Prelirninary Plat (cont_) File No.: LUA-04-031, PP, £CF July 15, 2004 Page 3 ) James Jaeger, Jaeger Engineering, 9419 South 204th Place, Kent, WA 98031 stated that he represents th~ applicant and that they have been working with the City to revise the Preliminary Plat Plan. He had some concerns over some of the conditions, in particular: #7. The left turn lane is on Hoquiam and turns on to 4•h A venue. # 10. The detention pond is basically the same as when it was located on 4t\ now it has been moved to 3rd and. he wondered why the additional screening and landscaping requirements. In the construction of the pond, there will be an eight foot rockery installed as well, the fence is appropriate, a chain link might be a little more protective and last longer. A solid wood fence would tend to obscure visibility for traffic in the area. It was questioned why standard requirements for drainage ponds were not being used on this parcel. The Examiner stated that they would have the same problem along Hoquiam and Jericho with the height limit issue. Ms. Fiala stated that on corners the height limit was 42 inches and 20 feet from the property line. The fence would have to be stepped down in that area to allow for the limits. Mr. Jaeger stated that a step-down fence or a lower fence would be workable on those particular Jots. Staff indicated that they would be willing to work with the applicant to come to some agreement. The solid wood, modulated landscaping will eventually be turned over to the City, the City would have to maintain that. The Examiner stated that he believed at this point the City was not taking over maintenance and care of drainage facilities. Mike Romano, Centurion Development Services, 22617 81h Drive SE, Bothell, WA stated that he was here on behalf of the buyer and not the applicant. He has not been involved in the discussions. In Track A, he felt that "no chain link" fences should be struck from the wording. There are some very high quality, vinyl coated chain link fences that provide good visibility in the pond which is required for safety reasons. It should be a six-foot high fence, so people do not climb over it. There is no problem with the landscaping, but it does not seem feasible to have landscaping inside the pond area. The cut slopes for the pond will begin about five feet in from the property line. The fence should be about a foot from the line and landscaping should be between the fence and the_ sidewalk. Along the east line of Tract A, that is private property and to have a landscaped section and then a fence does not make sense. There probably will be a wood fence along that property line, his recommendation would be fencing along the east property line and then a six foot, high quality fence along the north and west property line of Track A. He would like to negotiate with staff as to what type of materials could be used for that fencing. In condition #9, staff has written that the fence on NE 4th must be five feet from the north property line. Lots 21, 22, 23, and 24 have only about four and a half feet from the property line. There is a three-foot jog so he would like to see the fence placed on the property line. Lastly the buyer has an issue with the 15-foot setback along NE 4th_ The development standards call for a IO- foot landscaped setback from the street or a 20-foot landscaped setback from the back of the sidewalk, whichever is less. If you take a 15-foot side yard setback and then you have a five-foot side yard setback, using Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 4 Lot 25, what you end up with is a 20-foot deduction from that lot. What they would like to do is stick with the code and have a I 0-foot side yard setback. Examiner asked what was the correct amount of setback required by code. It was determined that Mr. Romano was using a Code book from 1999, and the staff was using the newest version dated 2002. The 15-foot setback is what is required today. Mr. Jaeger stated that regarding the three-foot jog they have planned for a 15-foot setback along the entire north property line. The applicant wanted to come to this hearing so that it would be approved. Perhaps the setback could be reduced to 12 feet, so that where the property line does jog, the fence will be consistent the entire length. Mr. Romano agreed to the 12-foot setback to be consistent with the jog. Kayren Kittrick, Development Services Division stated that King County Surface Water Design Manual requires a chain link fence, the City of Renton requires a solid fence. It is a private drainage pond and will be maintained by the homeowner's association. An access easement is required to get into the pond to check in case of emergency or complaint. Hoquiam is wide enough for a left tum lane. A three-lane section coming from the south to the north hitting NE 41h. The left turn lane will be on Hoquiam. Hoquiam is on the plans to be opened and go through, there will be signage to that effect placed on Hoquiam. The landscaping around 4th and Track A, legislation is currently being revamped and will become stricter. Fences will be required as a safety measure rather than landscaping for esthetics. Obviously when you are talking about 8-foot retaining walls and very steep slopes, this would not be open to recreation. 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 dosed at approximately 10: 13 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the fo11owing: FINDINGS: I. The applicant, Terry Defoor, GWC, Inc., filed a request for approval of a 35 lot Preliminary Plat. 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 Determination 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 at 355 Jericho Avenue NE. The subject site is located along the south side of NE 4th Street and is generally located between Jericho A venue on the east and Hoquiam A venue on the west, although the parcel extends a bit west of Hoquiam. ) Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 5 6. The subject site is located in two zoning districts. The portion of the subject site west of Hoquiam is zoned R-10 (Residential -Multiple Options; IO dwelling units per acre) while the portion east of Hoquiam is zoned R-8 {Single Family; 8 dwelling units per acre). 7. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of both single family detached and multiple options or potentially low density multiple family uses, but does not mandate such development without consideration ofother policies of the Plan. 8. The subject site was annexed to the City with the adoption of Ordinance 4 760 enacted in February J 998. 9. The subject site is approximately 5.31 acres. It consists of five underlying parcels. Existing structures are proposed to be removed if the plat is approved. The property is approximately 800 feet long ( east to west) by approximately 286 feet deep. The north property line contains an approximately 3-foot jog. I 0. The subject site has approximately 800 feet of frontage along NE 4th Street, but because of the heavy arterial flows on that roadway, staff determined that there will be no direct access to NE 4th from individual lots. 11. The applicant proposes developing all detached single-family homes on the site, including that portion of the site that would allow multiple family housing. The applicant will create 26 lots on the R-8 -portion of the site and 9 Jots on the R-10 portion. 12. The original plat was designed with roadways that did not meet code. The matter was sent back to staff and the applicant to create a design that met, at least, the minimal legal requirements. 13. The 26 lots in the R-8 zone will be arranged north and south of a new east-west road (NE 3rd Street). There will be one tier oflots south of the road. 14. The second tier of lots will be double-stacked and will lie between the new roadway and NE 4th Street. The proposed lots located abutting NE 4th Street will be oriented in an east-west fashion but will gain access via easement driveways to the south as access to NE 4th Street has been foreclosed. These lots will be sandwiched in between NE 4th and a row of lots south of them. Their sideyards will abut the rear yards of the lots to the south. 15. Code Section 4-2-11 O(A) requires a minimum sideyard along a street to be 15 feet and the homes located along NE 4th will have to observe this setback as a minimum. 16. The nine R-10 lots will be three lots deep west of Hoquiam and they will be in three tiers. Access to the interior lots will be via private roadways. The applicant had proposed one of those access roa_ds be a separate legal tract but staff noted that private roads are created by easement with joint ownership. 17. The plat will have its access off of NE 4th via Hoquiam on the west and Jericho on the east. These two streets will run north-south from NE 4th and provide access to the new east-west street that links them to each other. Hoquiam will be a 55-foot wide right-of-way while the new east-west street will be 42 feet. 18. A drainage tract, Tract A, will be created at the southwest comer of the R-8 parcels. It will be contained in a parcel approximately 150 feet long (east to west) by 92 feet wide. The tract will have to be fenced Jericho Preliminary Plat (cont.) File No.: LUA~04-031, PP, ECF July 15, 2004 Page 6 according to standards used by the City. It will contain a deep pond and passersby will have to be protected. The fence will have to accommodate sight lines accommodating the street intersections. 19. Staff recommended that the frontage along NE 4th be fenced to protect the privacy of the homes along that street as well as to provide a uniform appearance. Any fence will have to accommodate the jog in the property line. 20. Staff recommended that Proposed Lots 1, 10 and 20 be oriented so that their respective front yards face the new interior east-west street (NE 3rd) and that they meet the requirements for corner lots for street side setbacks. 21. Staff also recommended that Proposed Lots 21 to 26 be oriented so that their respective front yards face their respective access easements. As noted above, they all have a north side yard along NE 4th Street and appropriate setbacks are required. 22. Staff recommended a covenant to assure that the R-IO lots remain detached single family as designated in the proposed plat. 23. In order to protect turning movements at Hoquiam and Jericho where they intersect NE 4th Street, staff recommended that no lot be permitted direct access to those side streets within 160 feet of NE 4th Street. CONCLUSIONS: l. The proposed plat, subject to the conditions noted below, appears to serve the public use and interest It provides additional housing opportunities and additional choices in larger and smaller single family detached housing. 2. The plat, frankly, is a compromise. The traffic and noise along NE 4th Street will not provide a quiet single-family experience, particularly to those homes located with sideyards facing that street. The fence proposed by staff should help ameliorate the situation. The larger sideyard of 15 feet is the minimum to help create a reasonable buffer between the traffic and the homes. 3. Clearly, the density demands of the R-8 zoning appear to mandate the number of lots and therefore, the layout of lots lying "sideways" to neighboring lots and abutting NE 4th Street. More flexibility in density would certainly provide more ability to design plats with more aesthetic characteristics. A tradeoff that would have permitted larger lots and lower density would have allowed larger lots along NE 4th and that could have provided greater separation of the homes from the traffic. 4. The plat's road system now meets code requirements for the distance between road intersections and appears to provide reasonable access given the dimensions of the property. Both public roads and the private easements will give access to the homes and allmv emergency access. Staffs recommendation to convert a tract that was proposed for access to an easement seems appropriate. The easement is needed for access to what will be private lots while the tract, at least, normally is owned in common by the entire plat ownership. Maintenance belongs with the specific homeowners and an easement would be a better arrangement to reflect that. ~-The applicant will have to comply with code requirements for the fencing and other design features of the detention pond. Landscaping and fence setbacks, where possible, should be used to soften the visual hard edge that fencing might create. ) Jericho Preliminary Plat (com.) File No.:' LUA-04-03 I, PP, ECF July 15, 200~ Page 7 6. Staffs recommendations on front yard location or building orientation appears reasonable. Their proposal will create a more consistent streetscape and uniform building setback line along the new east- west street. Similarly, the homes along NE 4th that take access from the easements should face each other for a more neighborly outcome. 7. In conclusion, the Proposed Plat now appears to satisfy code requirements for its street system and while its lot arrangement is a compromise, it appears to be the best alternative given the density requirements of code. RECOMMENDATION: The City Council should approve the proposed plat subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall place a restrictive covenant on the final plat stating to the effect that "All detached dwellings are proposed within the R-10 zoning designation of the plat with a permitted density up to 13.00 du/ac. Any change to the unit mix shall require the density and unit mix requirements of the R-IO zone to be complied with and reviewed by the City of Renton." The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 3. The applicant shall place a note on the face of the final plat indicating the following yard orientations for these lots: > . Lot I: Front-NE 3rd St./North Prop. Line; Rear -South Prop. Line I 5 ft.; Side Yard Along St. -Jericho Ave. NE > Lot IO: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Hoquiam Ave. NE > Lot 20: Front -NE 3rd St/South Prop. Line; Rear-North Prop. Line; and Side Yard Along St. -Jericho Ave. NE > Lot 21: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line abutting Jericho Ave. NE; and Side Yard Along St. -NE 4th St. > Lot 22: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. > Lot 23: Front --West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. . > Lot 24: Front -East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. > Lot 25: Front -West Prop. Line facing 20 ft. easement; Rear-East Prop. Line; and Side Yard Along St. -NE 4th St. Jericho Preliminary Plat ( cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page 8 ~ Lot 26: East Prop. Line facing 20 ft. easement; Rear-West Prop. Line; and Side Yard Along St. -NE 4th St. 4. No direct access from any lot within the plat shall be allowed onto NE 4th Street. This condition shall be placed on the face of the final plat prior to recording. 5. No direct access from any lot within the first 160 feet from the south curb line of NE 4th Street lot shall be allowed onto Hoquiam Ave. NE or Jericho Ave. NE. This condition shall be placed on the face of the final plat prior to recording. 6. 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 firial plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 7. The applicant shall convert Tract B into a private access easement with the land divided among the adjoining Jots prior to recording of the final plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 8. The applicant shall provide a roadway section on Hoquiam Ave. NE based upon design requirements for proposed traffic signal. The design shall accommodate one through lane in each direction and a left turn lane from the new internal street to NE 4th Street. The satisfaction of this requirement is subject to the review and approval of the Development Services Division. 9. 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. 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. 10. The applicant shall install a modulated, decorative fence with a minimum of five feet in width of irrigated landscaping along the entire north property line of the site fronting NE 4th Street. All fencing shall be located and designed to not interfere with sight distances required at the intersections of Hoquiam Ave. NE with NE 4•h St. 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. 11. 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 A fronting NE 3rd St. and Hoquiam Ave. NE. The east property line shall be fenced with a five-foot width of irrigated landscaping. The south property line shall be fenced. All fencing shall be located and designed to not interfere with sight distances required at the intersections of Hoquiam Ave. NE with NE 3rd St. 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. Jericho Preliminary Plat (com.) . File No.: LUA-04-03 I, PP, ECF July 15, 2004 Page 9 ORDERED THIS 15111 day of July, 2004. FREDJ.KA HEARING E TRANSMITTED THIS 15th day of July, 2004 to the parties of record: Susan Fiala I 055 S Grady Way Renton, WA 98055 Kayren K ittrick I 055 S Grady Way Renton, WA 98055 Howard & Patricia Banasky 1402 N 261h Street Renton, WA 98056 James Jaeger 9419 S 2041h Place Kent, WA 98031 Mike Romano Centurion Development Services 22617 8111 Drive SE Bothell, WA 98011 TRANSMITTED THIS 15th day of July, 2004 to the following: Mayor Kathy Keolker-Wheeler Stan Engler, Fire Terry Defoor GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 Ribera-Balko Ent. Family Ltd. Partn 16400 Southcenter Pkwy, Ste. 308 Seattle, WA 98088 Jay Covington, Ch.ief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation .Division 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 lOOGof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., July 29, 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.m., July 29, 2004. Jericho Preliminary Plat (cont.) File No.: LUA-04-031, PP, ECF July 15, 2004 Page ] 0 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 ]and 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. LEGAL DESCRIPTION PAJIC(L ISi.SC$ tOJl ti([ U.ST ,o.., rtt1 0, f);( HOJt'l'I~ Hil,\.f OI' tit[ HOIUM[.1,51 C'JAA'TO or h,I( HOJITHW[ST OUMntll ,Qjl fk£ HORTHOJIT QUilr,llftlll or :st:CTKIN !I, IO'lffl$ttP 2) HOIUM. IUMI( I WT. WIU,,N,l[T'I[ W(fl!OAN, IN l':'TN!l COUHll, '#,l,$MIHOfOH: Ot:1111 TlCU,$1]0,tctfH(lttotfo,IIIIOJr,D; UC[PT f)![ HOlll!i.. •2 FE[t Jt.1[1tll)I' COHDt~i.tD tt1 IQHa C:-ovtm' SIJPllllOA cou,llf Cl,VS( 1,11Jt,1![A U21Jl F'Oll 10U1HPST TUIDI STIIU'f. IIAACCL 16U05 ,ue THC '4S1 30 rtcr or n•t WT ,35 rt!T o, fHl NOlllH Kl.I., or l'tlt ~Jµl1Ml'.A$T Ql,J,\JIT[ill'O, TH( H0111Hl'l'(lt QIJ,UIT[l'!Of'fHtHOllifHW, QUlrltTtll or SCCTIOH 1$, IOWNSWJI 2l HOIITM, IWfC( 5 WT, W\,l,,Utt[ffl; W[ll;DI.N, IN IC"O eootn'f, •ASMINOTOH 0Ctl'ttl4ll'f()lll'tlll0¥(rt1H[ll[QF'\'flf({I >MT~Nllol[~MTOl''*.iff o,SOI.Tfl,l'U.S11UNST"C[1, J.lSO DC(P1' lH[ JOUTM U l(t'f or ,~ t<,11.fk O rttf or $1,10 SUIKW""SION t~O TO ~INFJ COUNT'!',~ IIIOJ.O ,uRPOSU DY 0[[1) "[GOf!O(O VffO(JI ,i[COltDtffG NIJMll(fll ~J;Jt42, P.\Att\. 1!12305 1~41 HQ,ltlH~Ort11tHOllfHWTQV..ill[IIIO/fTH(HC11:t'HW£StQIJAl'IIIVI or IHC HOIIT~t ®""'(" o, 1,[CTIOH 15, tOWHSMd' U N(lflt)I, IWIC( 6 WT, WIU.,WCttt wt1t1D1AH, f't K1"C ~. WAS>f!HGTON (lC[PT THt \lltS, ;n,s ,cu ANO TM( Utt !Jl ntt TH(ll;[O, N& t•tt"T JIIOl'l11QH coPNt"rl:O fO ~O COUNTY ,0, lto.lO IY DECO IICCOltotO UNO(lt lltCONlCHO lf!JWM.11 S7'ltll •• •AflUL IUlOI tOlf 1)1[ Wtst ll?.! ftl"I' or 111( Nl)ltt'l-l lo!'l.l' 0, TM( PoOlll'H[A!t OUNIIIVI or 11<[ HOflrHWllSI O\WIT[II 0, 1'4[ HQlnHVSl ~ or l[COOH b5'v~~1o11Mro:'™· ltl,N(:t $ u.s,, w1u.,wi1[11t 1111tOAH. 11 l<1HO ttct)'ITHtliQFITH)Dr((l'Mll(OJ,ctl(O'Jltfl'ltO.t.O ALSO OCCl"T TM[ SOIJl'M 12 F[(T Of' THt HO!ITH 4t r([T ~c,t[Qr COtf'l[rto fO 9CIH0 COi.iNN ,011 110,t.0 PUIIPOSts IY OCtD RtCORD[O UNOtll ~[COlitCll'IC lf\lWDt• 51tll1J; IITTK(SOIJ114J(([10ffwt~fHOr[ttfttC.lltOr TO KING IX)JHrt ro,i ROA() PURP05t.S fY M;CD'5 11.[,CO!ll)[CI Of!OINO NIJUUIIS ooneoeu. 8'0UIGtU, 170illCtH, IOH7. 11.-.AC[~ UtJ~ to1~ fH[ U!l1 MJ.l' Of' TH[ l>IOltTHl,lST QUlll'ltll. or TH[ ltONfM*C'ST QUAll'T[JI or nit HOll.llffl(Sl CVJ,llllll o, 114[ HOAlKWT QU,tll'Ttll:. SECTION 11, IOWNSt«P 2l HOii.TH, lltil.ltG( S t,,ST, Wl!.V,l,l[TTt t.lOIIOl,lr,N, ti KING COUHT'T, W/ISMIHCTOH LtsSCOl.#iT'fllOJ.OS-'lftl L(55 l,11J1[IIM. ~rGHT5 SURVEY DATA: a•s1s or eti1.F11NG 811WOOWN P[II PU,.! or lolQftC»t ,va, y ?OS, ., 70 \ltlf!IClL OlTUt.1 cm or Rtl'ltOH co1<n~ 11111. nt','•11.6.11 ~CrtlltNC[ SUll\l[YS !IL,I.T 0, MO!IG.U. Pi.ACE, II 20.,_, Pg 70 t.lAPL[WOOO t.1(.,1.DOWS !.HOR'T Pi.AT. \I 1,0, !lo 124, flECOIIO 0( '.;VAV['t .t.f'N 1,111JIO' lltCOIID or 5'.mV('r .1,n,r IJOl!ltitOOI lt[COIID 0, SVM'r "'" 8'H02too, i'ICCOltD OT SUIM:"r AtN 140112•8008 TOPOGRAPHY .ANO BOUNDARY SURV(Y BY: A PORTION of the NL 1/4, SECTION 15, TOWNSHIP 23 N., RANCE 5 E., W.M. SITE SERVICES SITE DATA k; ~---\IWl:IL-n AREA: 4,27 ACRES -RB ·-""--· I •/ , II SEWER: CHY or RENTON AREA: I .09 ACRES • RIO WATER: W.lT(R 01STR1Cl NO. 90 AREA IN STREETS: 0.76 AC -RB : ,ii)J1 i ~ SCMOOL: R(NTON SCHOOL DISTRICT AREA IN STREETS· 0.20 AC -RIO fj, ,i:.~ ACRES -RB c' ~ r1RE: CITY OF' J:IENTON NET AREA: 3.51 !I NET AR(A: O.B9 ACRES -RIO ; ' TELtPHONE'. QWEST CLEClRICAL &. GAS: PUCET SOUND ENERGY PROPOSED NO. LOTS: 26 -RB Slit /l CABLE T,V.: COMC,t,ST CABL(VIS!ON PROPOSED NO. LOTS: 9 -RIO t , j ·-rJ i ~ ZONING·, RB & RIO PROPOSED OENS11Y: 7.98 UNITS/ACRE -RB PROPOSED DENSITY: 10, 11 UNITS/ACRE -R1 D I I I I m.1.crs: PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESIO. NO~rH ,!:,:,,__/ .1, 1u•o fflACT A DRI\INAGE -91!0 SF' PROPOSED USE, R-10 ZON.E: SINGLE FAMILY DETACHED RESID. , ... ...,, fflAC? B: PRIV.A.TE ROAD -260~ Sf' ASSESSOR'S NOS. 152305-9033 10.58 ACl) ',1CINITY MAP <!: 152305-9148 0.18 AC •-~ 152305-9047 1.6.3 AC e "i'·' • I 152305-9019 1.88 AC l I ~ .. 1 152305-9045 ( 1.09 AC) •-10 • t , ' . I SITE ADDRESS: 355 JERICHO AVE, NE I . . ~-·~·.~··~L~~~-= .. =':·,=-= ~-:··~=--·1-·i~ - . . V 7,-~-.,:-~- .~~~-. ' ~ .::.,-:-,/ --... ~.':JZ1u~ ~t'."' ••-:: ~• -'H -~ ---:. --:..:~•l•~·.~{il().'lo,O -~n1·1a 1.:.(. :i..::: ---~=-----1~~::::-fsu,• ~~· ::;_.:~·_-.... : ~· •nr": ·--. ~ . ~ J .::,... f"' , '1,III'.• ' so. • N.00' 1Lt0f4.l,l,;_Gt,:,~ ·r ~~IJNIIO(·~swct ii ( : l'B \. · ll n r-----------1 · ·• · ·"cc ,a-:onJ0,21 · 11i:c. ,a101210Ha · l • 11 · 1= .l!'i "11 sr 1 1 ::a!.Jc 1 8 ll :·. ~' J 81 ·a-' 1 1 1 1~ ~ ; IO •Olli1 V • I 35,io!i,'r . 1 •• 1 : t p ts' t II ? 'r_ ' 5 )I ' , 1 l 'f,1\ I t I-l I ' I • ~il r~r~ •1 r=·i,1~~ sr~ 00~ 'Sf 1 000 ST = 000 V . 67:50 Sf' '1 41eo £r ~750 s, ~l H)O r,r I 0)0 sr 1' .t.7,0F I ~-l• s, I ' l 1,0 "OAO • ~ ~----~--~-Jl J d 1 I l I ~ I• -i 1-· ·1i:~''"' • TR.I.Cl I -I ,>,1~ 116.IIO' 10.DO" IIUIO' ICIOO' Ml.11<1 JO-IO.OO' M.~ j oi fdW : -~;.. ,t, II I 57100.1101 I .. :'.'~ ... ~~.. lt i'~ I>~ -i, " " "" " " --J_ _ !f . • --J_ " ' ~:f, :;, ..... J ,:.;1 , I I? ,. J/S.IIStlJ 90#/S \ IL-, '! 15230/S 9019 . JISl/306 1104? ., ~B30/S 11033• • \ ~ I I 1d i ~ I Q I 1-__!. ·1· -·1• -·1· -~-~..--r--r-" RI" • ,rll,. I II •:,,; I )•ICJ,Vsr t-'~ s, 1lt~sr,,et:e1~ (I' »oor SO.DO DOI# I w: ~ : ·~-I I"'"' 1 i . ,=:: 11 ·1 \' ~ I l j I ij " ' .• I ij, :"~: . \ '" :: l ~ I -~ .!1!l.,.. 411111' • m, s, -: IJ I 1M ,~ • §' '~ 2(1 I}! 1: ,ti![) 2• " ,. la --.c i, -, ·-,-~ . • ~· """ I~.. ,• •• ,, ,, ,t.,t .. ,, '"°" ~ , ~.''°'"_ti,,, •' .... ,, ~ I 1·~ , I, i 1"'-u: . ..ll!-1 (•!ltJ) 1 •7.!IO~r \ ,,~os, I OM)Sflli1~!1 doos,l l~ug :...i~;: 4&00Sj l ~ t ~. 1 1 ~ ,./:., I "' I I 'r-'"' ,' j2l: . : ~: ~ 1' i:2' I U~SI' • 1 J510$r ~ nr ·. -1'@ ,4.00' 60,00' I 1llll2:. .JO.Tm _l!_W I 11 ... ~ "°'--•,!.Ott_ t~ • • " -,r,,-l'L-1 • ----Cl ..... I .... ...,..,..,.,,-...... . "" f -I~ t I ,; •!O? s, u.~ , ' 1 I •, Sir I I~ I , l • .L ~ llCI. I tf I I I I °M 15 111 JL 11 12 L-~J l1 I , II~ H I I ' I ~ UlJ Sf .~, ~CM, V \ ~OSI sr ~ ~IJ1 S, Sl2t s, , I n.,.. If "' I : _t-~-'L"l:.i--~S!!'-! ftc"' (''"") 'f ' {""' ' l•ml '""l I ~ f: '~' \'I ~t.f: tdtMl~T L I - -1 ~: . , \ si i»" 1(1•11' , t I o' I"' ----°"-----"--------~11------»'.lt----I Hntn't 1u.z• sliifh~ 'iiii'roi't 11 WI~ ••o u· • SU1fll'l uu, ,o.,, .rof"' I (d . . , '• ; I '\ . II>• ,.1 ~ : G' \ ,o· i ~-,. [.t.S(MENTS NOT SHOWN; " •o5J V • (,CIIOSS L( (U1, VJ -(t1'0T NCL -"'£• 01 LO• '-LU '""'" •v ""'"I PROPCRTr OWN(~S: 1,230, 110JJ 15230:i 914.!I C:.W.C., INC. ~ DRYCO 0 Surveying. Incorporated 12114 VAU.[l' l\ft!i!J[ t>,51 SUMN[R, WJ. 90300 21:iJ-!25-0300 r,o: UJ .. ~121S .. 970J m t. UNSP(ClFIE:D SLOP[ E"SEMENT F'OR CUTS ANO nLLS rOR NC ernEnT OF' l(JMG COUNTY. P1'RCCI. 1~2303 904~: AEC.f 37911271 Pil.RC(\. 152305 110111: RCC.f ~82364.) PARCEL 1!1230~ 11047; REC,I '773188 PARCEi. l.52J05 GU.IS: ~tc., .582J6at2 · ·-l l[RAY Otf'OOR l4'53J N:[ \JJ ST. OUVALL, WA. 98019 132305 110111 l!J2J0.5 9045 HOWARD B"N.-.SKY 1402 N. 2& ST. RENTON, WA, 9.!1056 PA ffllCIA BAN II.SKY 1~2l05 GO•? meERit.-BALKO (NT. rAMll T L TO. PAFHN[RSHIP DIANA fUB(RA H\400 SOUTHC[tHER Pt<W'I'., 1308 SU'1\.E, WA, Sl!l181!11 •6J f'(RNDAl.t AV(, N( ~EhTON, WA. 9.!1055 GRA.PH:JC SCALE )e;.rvLjaes{ r Jo (lllrtll') 'I "''~ • "' jl (.'.) z Ct t,; ... w g -.~ W[§ ?? ~ ;~~~ (j:::: "( ~:;-z :51: :;::.X; w~i'.{1 0:: ~'...'. 8; w; ti.: (.'.) I . w \...._.,' <( '"') ~~ ::E!.' ~ 5~ a:I::! 0.. ~ o:3:.-"I o~~o -· 2::t-' ~ i~ cj; 8: !;! '~ ''---tt ~ Q ~~:8 ~ ~it 1€ -"-~ i·.~ I :'.l~~ -~ (.j ~si 9 ~ ! ~ i <.:, ~ SC...._, 1".tO' ~ ~ ~--!!.:.---- MIi _j__ • _J_ ,,s::::··-····--------'-'-·····--··-····-·········--···· -... //· / ,/ / / !_ ( /./· ~-/ ,,.·· Order No. 554825 ,· A.L.T.A. COMMITMENT SCHEDULE A Page 2 The land referred to in this commitment is situated in the State of Washington, and described as follows: The west 277.5 feet of the north half of the northeast quarter of the northwest quarter of the northeast quarter of Section 15, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 30 feet thereof for County Road; ALSO EXCEPT the south 12 feet of the north 42 feet thereof conveyed to King County for road purposes by deed recorded under Recording Number 5823643; ALSO EXCEPT the south 3 feet of the north 45 feet thereof conveyed to King County for road purposes by deeds recorded under Recording Numbers 8709280693, 8709280695, 8709280696 and 8709280697. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. NW NE 15-23-05 w I{) w c., z <( IX z t') N n.. I V} z 3: 0 1--,- IO z 0 .=: u w V} w z Cl> ...c ...., ..... 0 z 0 .= a::: 0 a... <{· dVJ'i 1/VLJO 000Ht108H:Jl3N 3N ;],\ \f 01-0/1:JJr dJ> 1 S l/l t, 3N SJ01 L, 1 V7d OH:)NJ3r -~ < L>I !I) ,! ~ !illiii ~! 1;! 0.. c. < is: 0: a -,.s @ Ila I~ I ~ ~ ' I N ,~ Z l E ,,...,",,i ,,., .. ,,",.... .-' 142nd Ave. i z I ~r:-~ I ~ s ,_ S 1i z ~ e; t"l'l t"l'l:~ ,-.,~ ....... ',J' a~ I\ Cl) t,.j C -~! -148th ~ -~ &' Q.. C/J :+- Pl. Pl. SE F6 -15 T23N RSE W 1/2 140th Ave. SE -IL_ ----1~ ~~ \tvJ~E ~ -- u.i t,.j -c..:i O':l ;: 144th Ave. SE ·- Cl.) ..... I ~i J, ' i ! t .... Jr ...... I\ ... :I \ ............... . n! ("") V:5····r···t-, i ""i ~ ~ ~~ ·~ ! rn ~ rnu w '" w rn rn ffl I ·~ ,.po J~;;:r:t""tlJ,t~UN(\ .. . . \ PROP01CD C"ADt: 0 .«~rt-.v,c , ... oo J+oo ~ ~I 0+00 A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E .. W.M. PROF'ILE -EAST /WEST STREET $C.,f,L;'[: MOR1Z,; I "•40' \lt,U,t ·1"•4' ·~~o PROPOj[O (l/U,Dt q CtHttl~~IJ,1( 1-+00 ~•oo t•.00 PROFILE -HOQUIAM AVE. NE SCAL(; HORtZ,t l"••O' 1/[Rl,: I"••' 111+00 .3+00 . ., ... .,. il •l• .,. "' ~1 •JO l+&li~J 42.S .,. .,. "2 .,. I J+2B.&l Ff..,,_. . ·-·-j I~ __..:_i--""-·-i['~· ....,.. ; i"""' ~ J u· I u·-~ .(.,~~ ' 1 COl(NI '. ",~.,, 11 ,1/ , ... .,,, .... I } . ~~\.,:: { 111. ii (VII• ~2~~,,,, I n. ..,, i .. :,.. J:,,;:'.i,{·· .. ~;~ .. ,...;~-. "' •. -. f'7 ,<.K-~l.!;\:'r,.. ' ... ~.<,Y..;<Co'(i,h~-~· '°\'-'~(" .,,,,~. !~1Cf"'CJ,/I (OHC#t re ', \ \ ~ . ,, .. ,. ~ 1 ~~ ··""'"'''"'"'' _..,.~, ,·-...... """""' ......... ,.-~__) \ ,•w.. CCIM"' o, .. , ... " .. U1"'(0 WlfllCll,t(I 'OIi cotJfllf \ ..... -r•r,:::Al """" ' ::A:; ::·~,;::::"'.:;:7: ::::=:::::::: ~~Si TYP. INTERIOR PLAT ROAD NOfl"O;Jt'Ai,( " .... ,mo""" . 1,, lfd"""=•···-~::-u --~0& rm ~ · ·• · ~ ii:z" ···-r;. ··~''rnfif?--. I -F ,L1o--rr ... ~ ~-----~----.' __ _..,,...._ ..... _~.,.::: •• -.·-u-··-·--·-~~---*"·" n,r·,.,,..-- ,_,r11•e,t .. 1 tQ1.II J ~·~1~ r ::t1m::~ DRAINAGE DETENTION: LEVEL 2 OETETION STANDARD ,ENCCO POND WITH 2: 1 SIDE: SLOPE~ ELEV4T•ONS: TOP: 421.0 50 YEAR WATER LEVEL: 420.0, AREA= 10317 ·sr 80TTOM: 412.0 AREA= 4691 sr· # VOLVME PROVIDED: 60032 Cr VOLVME REQUIED: 4 7840 er WATER QUALITY: WETPOND BELOW DETENTION STORAGE. TOP WETPONO ELEV: 412.0, AREA= 4691 Sr BOTTOM WETPONO ELEV: 406.0, AREA= 1615 Sf'. VOLUME PROVIDED: 19!>18 er VOLUME REQUIRED: 17160 er 'lOW lt(S'lfl:ICTOII ""'C UTQI UIH ~.,. ... 1:~ ·· ·~ · I i-· ·1 ··1··-:-·1·,··· :l.l', .. I~ 'll '~ ''l I ,, . ' I :il ' ll' 1i t 1lil 4 I 11~ V I ,.:0" I . it~ V · ~ 11100 1, l'J. ,;oo SI ,.ba,s, I )JU SI ~Lj:::.'.'. ~.t:i.t.1~~~.1 ____ L!/ ... 1j~n1.. . d·rm:m,r .. , .... 1 ,..... ~,,.,,., ,,,,,. • 1.,... ,;ip:. l " 11. vi - i ~ u;~~ .. Lt '" ~ b6;-..... I r 111nn1 1 .. lfl•ff "· (.'.) z ii: w ~ ~.., wl:;,a ~sU~ (.'.)~ ~~ Zs :oil Wj I I Cl'.; I J W"' i (.'.) w <l'. -, ~' ii: Cl 'li ... d'i ..: a:< [vi~~ a§~~ Q~~~ ~ ;,:::; ~~ ::i~ a 9: -~ '" . ~ ~?:i ~ ~:lt ~ ;i- i ::i-'! -~ 1 ~ ~a J ! 'i I"' ~ 1011·. 1• • •(I' on,c,, '"-i.U.- ~ 1.H,1., __ !!:!.---- l"'fll_L_ ~ _,_ .. '1' CIT'JL OF RENTON-. Kathy Keolker-Wheeler, Mayor September 15, 2004 Terry DeFoor GWC,Inc. 24633 NE 133rd St. Duvall, WA 98019 · Re:· Jerifho Preliminary Plat; LUA-04-031, PP, ECF Dear Mr. DeFoor: City Clerk Bonnie J. Walton. . . ~ . . . . . . . . . At the regular Council meeting of September 13,,2004, th~ R~nton City Co.uncil adopted the recommendation of the. hearing examiner t9 approve the ref~renced preliminary plat, subject to conditions to be'met at later ·stages of the platting process. . Pursuanno RCW, a final plat meeting alUequiremerits of State law and Renton . Municipal Cod~ shall be suqmittecttothiCity,forapproval wi(hifl"five·years of the date of preliminary plat appr~val. ·· · · ·. ·, ' · · If I can provjde additionctl infoilnatioi:t or ~sistiince, pleru;e fee~ free to ~all. Sincerely,. Bonnie I. Walton . City Clerk· cc: Mayor Kathy Keolker-Wbeeler Council President Don Per&son . Jennifer Henning, Principal Planner Fred Kaufman, Hearing Ex_aminer . Ribeni-Baiko Ent~ Family Ltd. Partnership, 16400 ~outhcenter Pkwy.,Ste. 308, Seatde, WA 98088 Howard & Patricia Banasky, 1402 N:261h St., Renton, WA 98056 James Jaeger, Jaeger Engineering, 9419 S. 2041h Place, Kent, WA 98031 -l-05_5_S_o_ut--,-h-G-ra_d_y_W_ay--R-e-n-to_n_, W;-a-s-hi-ng-t-on-98_0_5_5--(-42_5_)-43-0--6-5_10_/-FAX--(4-2-5)-4-30-..:6_5_1_6_ ~ :, / , WHEN RECORDED RBTIJRN'IO GWC INCORPORATED 24633 NE 133RD ST DUVALL, WASHINGTON 98109 ') IIIHH 1856 is.ea E1986682 89"912983 13.;.A7 l<tNG COUNil 'sse es s~ $2&:eee·e111 PAGE 081 OF 0"2 CHICAGO TI11.E Thl~u.KANCE COMPANY 20030909001856.001 001113793- SPECIAL WARRANTY DEED @ THEGRANTOR REL 1!5TATE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY COMPANY for andm=deratton of TEN AND 00/100 Dollars ($ 10. 00 ) m hand paid, grants, bargains, sells, COiiveys and confirms to ~ INCORPORATED, A WASHINGTON CORPORATION G. W. C. the followmg descnbed real estate situated m the County of KING State ofWashmgton LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, AGREEMENTS·OF RECORD AND EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED-HEREIN. ABBREVIATED LEGAL PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 BAST. The grantor(s) for REL EST A TE PROPERTIES LLC and for its successors m interest do by these presents expressly lmut the covenants of the deed to those he:rem_ expressed, and exclude all covenants ansmg or to anse by statutory or other nnphcatton, and do hereby covenant that against all persons whomsoever lawfully claim.mg or to clann by, through or under said grantor(s) and not otherwise, will. forever warrant and defend the said descnbed redl estate Dated· SEPTEMBER 2, 2003 152305-9148-05 Tax Account Number 152305-9033-03 REL ESTATE PROPERTIES LLC BY: ROB • / STATE OF WASHING'.I'()N KING ss COUNTY OP I CBRTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDBNCE THAT ROBERT B 20030909001856.002 LEVY, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNBD THIS INSTRUMENT, ON OATH STATED THAT HE WAS AOTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT JlS MBMBER OF REL ESTATE PROPERTIES LLC, TO BE THE FREE AND VOLUNTARY ~ OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ·NOTARY PUBLIC ~ATB OF WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES -...-e,? . . . CHICAGO TITLE INSURANCE COMPANY EXHIBIT A LEGAL DESCRIPTION The land referred to JS srtnated m the State ofWashmgton, County of KING asfolIOW!i PARCEL A 20030909001856.003 ) Escrow No.. 1113793 ' and JS desc.nbed THE EAST 105 FEET OF THE NORTH HALF OF THB NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER. OF SECTION 15; TOWNSHIP ·23 NORTH, .. RANGE 5 EAST, WILLAMETTE MERIDIAN; 1N KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF FOR RO.AD; ALSO EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET, PARCEL B, THE WEST 30 FEET OF THE EAST 135 FEET OP THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAME'ITE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THB RIGHT OF WAY SOUTHEAST 128TH STREET, ALSO EXCEPT THE SOOTH 12 FEET OF THE NORTH 42 FEET OF SAID SUBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED ONDER RECORDING NUMBER 5823642 .. ., ) ) CHICAGO TITLE INSURANCE COMPANY EXHIBIT B EscrowNo· 1113793 EASEMENT 1\ND THE TERMS J\ND CONDITION$ THEREOF RESERVED BY PURPOSE AREA AFFECTED RECORDED RECORDING NUMBER . AFFECTS PARCEL A ARTHUR C .. DRESBACH AND ADA A DRESBACH ROAD PURPOSES THE EAST 10 FEET JANUARY 9, 1920 1380594 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED• RECORDED RECORDING NUMBER AFFECTS PARCEL A KING COUNTY ROAD EASTERLY AND NORTHEASTERLY PORTIONS AS DESCRIBED IN SAID INSTRUMENT OCTOBER 6, 1987 8710061104 20030909001856.004 OUTSTANDING RIGHT, TITLE AND INTEREST OF COAL AND MINERAL RIGHTS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME, AS CONVEXED BY TREASURER'S DEED RECORDED UNDER RECORDING NUMBER 5979915. AFFECTS: PARCEL A EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE· AREA AFFECTED• RECORDED RECORDING NUMBER AFFECTS PARCEL B KING COUNTY DRAINAGE STRUCTURES/DITCHES THE NORTH 3 FEET SEPTEMBER 28, 1987 8709280698 RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED GRANTEE: RECORDED RECORDING NUMBER: AFFECTS· PARCEL B KING COUNTY DECEMBER 16, 1964 5823642 RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN·PACIFIC RAILROAD COMPANY r ) 20030909001856.005 CffiCAGO TITLE INSURANCE COMPANY EXHIBIT B (contmncd) &crowNo 1113793 RESERVING AND EXCEPTING FROM SAIO LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BR 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 S_UCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, . FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SJ\MB • RECORDING NUMBER. .. 79504 TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND RECORDED: RECORDING NUMBER: REGARDING. CITY OF RENTON CENTEX HOMES . APRIL 20, 2000 20000420000998 LATECOMERS.AGREEMENT THE AMOUNT OF THE ASSESSMENT SHOWN IN THE AGREEMENT AGAINST SAID PREMISES IS 8,034 95 FOR PARCEL A. THE AMOUNT OF.THE ASSESSMENT SHOWN IN THE AGREEMENT AGAINST SAID PREMISES IS $2,801 17 FOR PARCEL B. cxlnb1tc/rlm/121196 . ; -·-EASEEm' •• · this k'd · day of _AI_I.ISl.._imt ____ , 19..!:,_0 lietteil Thu nid IIWflllR, for and tn con11fcler11t1on of_.-------------- '.\'tto ~ mi2 l'iftt ~ ($250.00) . end other wi1u161e canilder1£ton, receipt whereof is fiiireby acknowledged, dO 6y these presents grant unto the ntd 6RMTEE, tts successors and assigns, a rf!lht o.f ny usemnt for a dMfnage structwes/dftchesover, through, across and under the prc.yerty herein descrtbed, situated In k\ng County, WHhlngton, being l!IOre partlcutar~y described as follows: The West 30 feet or the East 135 feet of the North 1/2 of the Northeast 1/4 of the Northwest 1/4 of the Northeast 1/4 of Section 15, Township 23 North, Range 5 East, 11.N.; LESS County Road. DRAINAGE EASEMEHT: The North 3 feet of tha above described ;,areal of land. . J:!7 ,I' 1:19 .-~:~e ~ECO-f:" ,::A5H5L it0f~18 :) .cio · r ·!ltafns an area of 90 sq. ft,, or 0.0021 acres, M/L. ~ R/W 2108 -S.,. 12811f STREET '"'"'""'""•')0. J.1 'lhis instcument does not authorize intedm:enco with existing QC future aocesa . to Southeast 128th Stcaet fcvm the _Gbo·.re dmcdbed p&£'Ce1 of land • Said GRANTEE,.tts successo~s and 1ss!gns, shall have the right at such ti~ as llllly ~ necessary, to enter upon said.property for the pu!'Pnse of constructing, reconstructing, lllllfntafofoq and .repafrtng said drainage •,rJtn~b · • . ·. . IN VITRESS WHEREOF said GRANTOR has hereunto set ts hand and seal the day and year ftnt ab01te written. -· . . .. · . • ~rd At.P!J Request.~ ~ . ·.· ~/i~aJ --z . King Colility Hsi Property Division STATE OF WASHIIIGTIJH . ? ss COUffl .OF KING ) ' A-..°!' this day personally appeared before me ffl £-,,r,~~ and ~~4'ffltfn1iffi-.;f~Jr:S~~~1m: acto!Aec1~ t:a: th!;r!t:Jnt:'111= · es their free and voluntary act nnd deed, for the uses 1111!1. purpoWlS theretn enttomtd. Given under my hend and c;fflclal seat thhl .3 BP day of ~HCC • 19'"7 • ..... ~· State of Wllshtngtan, !'fl1dfng Gt K@rr · !liQDu. ·--, • .: i.,:. ' •\i,. \.~ff;.~/: .,:- ' ' I ~ C, en Cl = ' J c:, --c-) Return AddrelS Caty Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 ) ,.,..--.. LATECOMERS AGREEMENT Property Tax Parcel Numbers See Parcel List page I 1 hereof ProJect File# PRM-27-0018 Street Intcrsecbon NE 4tn Street Duvall Ave NE to 15200 SE Grantor(s): I Grantee(s): I City of Renton, a Mumc1pal Corporation I I Centex Homes LEGAL DESCRIPTION Portions of Sections 10, 11, 14 and 15, Township 23 North, Range 5 East, WM, m Kmg County Washington, more particularly described on pages 7-10 hereof THIS AGREEMENT made and entered mto this date ~ 1, '2-m. · . by and between the CITY OF RENTON, heretnailer ref~ "CllY," and Centex Homes heremafter referr~d to as "DEVELOPER", WHEREAS; the "DEVELOPER" lS desirous of mstalhng certain wastewater systems and appurtenances thereto at, near, or witlun the herem below descnbed property an~ to connect same to the "CITY'S" ut1hty or road system(s) so that such nnprovements will constitute an integral part thereof, and WHEREAS, no other property owners or users are presently available to share m the cost and expense of construction of such improvements, and the parties hereto havmg m mmd the prov1s1ons and tenns of the "Mumc1pal Water and Sewer Fac1ht1es Act" (RCW 35 91 020 et seq) · WHEREAS, the "DEVELOPER" lS wtlhng to pay all the costs and expenses for the mstallatJon of said 1m:prove_ments, NOW, TIIEREFORE, IT IS HEREBY AGREED AND COVENANTED BY ANO BETWEEN THE AFORESAID PARTIES AS FOLLOWS The "DEVELOPER" hereby acknowledges and covenants that he ts the owner of the followmg described property, to w1t, See Exh1b1t "A" on pages 7-IO ofth1s document and the '"DEVELOPER" hereby agrees and covenants to cause to have mstalled the. followmg descnl,)ed improvements, to-wit· I 4648 Jmear feet of24 mch PVC C900 Sewer Mam 2 116 lmear feet of 12 mch PVC C900 Sewer Mam 3 28 hnear feet of 10 mch PVC C900 Sewer Mam .4 14 each 60 mch diameter manholes 2 ). LATECOMERS AGREEMENT LAG 99-001 Caty of Renton, a Mumc1pal Corporation . Centex Homes . S l each 48 mch manhole, and all necessary appurtenances, and such mstallat1on to be made m full compliance with all applicable codes and regulations of the "CITY" The "DEVELOPER" further covenants and.warrants that all ·expenses and clauns In connection With the COnstruCbOn and mstallat1on of the aforesaid Improvements, whether for labor or matenals or both have been or will be paid m full, all at the "DEVELOPER'S" expense, and the "DEVELOPER" covenants and agrees to hold the "CllY" harmless from any hab1hty m connectton therewith · · The "Developer'' further certifies that the total cost of said construction as herem above specified 1s · $1,244,90 I 00 for the above descnbed improvements See Exh1b1t "A" attached hereto for the map showmg m outline the land affected by such charges per the tenns of this agreement, see Exh1b1t "B" attached hereto for the legal descnpt1on of the lands affected by this latecomer agreement and see Exh1b1t "C" attached hereto for the Fmal Assessment Roll The total amount of the cost of said unprovement shall be employed to detennme the pro rata reunbursement to the "DEVELOPER" by any owner of real estate who d,d not contribute to the ongmal cost of such unprovement, and who subsequently wIShes to tap mto or hookup to or use said fac1ht1es, which tap or hookup shall mclude connecttons to laterals or branches connecting thereto, all subJect to the laws and ordmances of the "CITY" and the prov1s1ons ofthIS Agreement The method of determmmg latecomer payments shall be lby zoned front foot subject to these latecomer charges. The pro rata cost as$ 73.7iS! .per mned front foot, [EXCEPT for connection of ex1stmg smgle family residences which shall not exceed $5,I04 to connect with any remainder of the fee to be due and payable at the tune of subd1v1S1on or mcreased density ] 3 It 1s hereby found and detenmned that the construction and mstallat1on of said afore descnbed improvement IS m the pubbc interest · 4 The "DEVELOPER" hereby agrees and covenants to convey, transfer, and assign unto the "CITY" all nghts, mterest and title m and to said improvements and all appurtenances and accessories thereto, free from any claim and encumbrance of any party whomsoever, "CITY" agrees to accept and matntam said . · nnprovement as part of Jts present system upon approval thereof by the C1ty Engineer and after mspectmn of said construction The "DEVELOPER" further agrees and covenants to execute atid to dehver unto the "CITY" any and all documents mcludmg Qiut Claim Deeds and Bills of Sale that niay reasonably be . necessary to. fully vest title m the "CITY" and to effectuate this conveyance and transfer The "DEVELOPER" further agrees and covenants to pay unto the "CITY" such serv1c¢ charges or other . charges as may be imposed by the "CllY" for use of the improvements for which this agreement 1s granted · S The "ClTY" reserves the nght, without affecting the validity or tenns of this Agreement, to make or cause to be made extensions to or add1t1ons of the above improvement and to allow service connections to be made to said extensions or additions, without hab1hty on the part of the ·"CITY" 6 No person, firm, or corporation shall be granted a penn1t to use or be authorized to tap mto the facility durmg the period of 15 (fifteen) years from date hereof, w,thout first paying unto the "CITY", in addition to any and all other costs, fees, and charges made or assessed for each tap, or for the main fac1ht1es constructed m connect1oil therewith, the amount required by the provisions of thts contract except such charges shall not apply to any extension of the mam fac1hty See Item 1 O Furthermore, m case any tap, H \DIVISION ~\PROPSERV\P&.~5'M 15,\CentexLA I £C.OMR DOC\bh Pagel co ~ a, c:> :--. C'-.1 -.r ~ C"> '-' c-:.., (',I 7 8 9 ) LATECOMERS AGREEMENT LAG 99-001 C1ty of Renton, a Mun1c1pal Corporation Centex Homes hookup, or connection 1s made mto any such contracted facility without such payment having been first made~ the Jeg1slat1ve body of the "CITY" may cause to have removed such unauthcinzed tap, hookup, or coilnect1on, and all connections or related accessones located m the fac1hty or right-of-way, and dispose of such unauthonzed material so removed, without any hab1hty on the part of the "CITY" whatever It 1s further agreed, and covenanted that upon expiration of the "terms of this Agreement, to wit 15 (fifteen)· years from date hereof, plus any extension thereof 1f granted by City Council, "CITY" shall be under no . further obhgat1on to collect or make any further sums unto the "DEVELOPER " The dec1s1on of the Administrator of Pubhc Works or the Admm1strator's authorized representative m determming or computing the amount due · from any benefited owner who wishes to hookup to such improvement shall .be final and conclusive m all respects It 1s further agreed and understood that the afore descnbed improvements to be undertaken and paid for by "DEVELOPER" have been or are about to be connected with the ut1ht1es systems of the "CITY", and upon such connection and acceptance by the "CITY" through rts legrslattve body, said extension and/or improvement shall be and become a part of the mumcipal ut1ht1es This Agreement shall be placed for record with the Kmg County Auditor's Office w1thm thuty (30} days offinal·executton of the agreement · Transfer of title to all of the tmprovements under the latecomer's agreement .to the "CITY" 1s a pnor condrt1on to the City collectmg any latecomer's fee The "DEVELOPER" will also assign to the "CITY" the benefit and nght to the latecomer's fee should the "CITY" be unable to locate the "DEVELOPER" to tender any latecomer's fee that the ''CITY" has received The "DEVELOPER" shall be responsible for keeping the "CITY" mfonned of its correct madmg address Should the "CITY" be unable to locate the "DEVELOPER" m order to deliver a latecomer's fee, the "CITY" shall undertake an independent mvest1gat1on to determine the location of the "DEVELOPER" Should the "C.ITY," after a good faith attempt to locate the "DEVELOPER" be unable to do so, the latecomer's fee shall be placed m the Special Deposit Fund held · by the "CITY" for two years At any nme within the two year period the ."DEVELOPER" may receive the latecomer's fee, without interest, by applying to the "CITY" for that latecomer's fee After the expuatton of the two-year penod, all .nghts of the "DEVELOPER" to that fee shall expire, and the "Cl'h"' shall be deemed to be the ow.ner of those funds 10 When the "CITY" has received the funds for a latecomer's fee, 1t will forward that fee~ less 15% for a processmg fee, to the "DEVELOPER" wrth1n thirty (30} days of receipt of the funds Funds received by 11egot1able mstrument, such as a check, will , be deemed received ten ( lO) days after delivery to the "CITY" Should the "CITY" fall to forward the latecomer's fee to the "DEVELOPERII through the "CITY'S" sole negligence, then the "CITY" shall pay the "DEVELOPER" interest on those momes at the rate of interest specified m City Code Section 3-241 (B) However, should the "DEVELOPER" not keep·· the "CITY" mfonned of its current correct maihng address, or should the "DEVELOPER" otherwise be negligent and thus contribute to the failure of the "CITY" to pay over the latecomer's fee, then no interest shall accrue on late payment of the latecomer's fee II \DIVl~ION !>\PROP!>l RV\P&P\AS',M I '>\CcniexLATECOMR. DOC\bh = er c... ..... c:.> ' . _;,-__ ___ ) ) LATECOMERS AGREEMENT LAG 99-001 City of Renton, a Mui11c1pal Corporatmn Centex Homes . 11 By mstttutmg the latecomer's agreement the "CITY" does not agree to assume any respons1b1hty to enforce the latecomer's agreement The assessment roll will be a matter of pubhc record and wdl serve as a notice to the owners of the po~ent1al assessment should connection to the improvements be made The "DEVELOPER" has respons1b1hty to monitor those parties connecting to the improvement Should the "CITY" bec~ome aware of such a connection, 1t w,11 use its best efforts to collect the latecomer's fee, but shall not mcur any habthty should It JOadvertentJy fatl to collect the latecomer's fee CITY OF RENTON ~ ...,) ~Petersen CORPORATE FORM OF STATE OF WASHINGTON ) SS ACKNOWLEDGMENT COUNTY OF KING ) Seal must be within box On thts day, before me personally appeared Jesse Tanner and Marilyn J .,. .. ,.,, , ... ~ ..... -Petersen to me known to be Mayor and City Clerk of the munic1pal :• ,\.--, ' J .,,. .,,. .. "' -corporation that executed the w1thm instrument, and acknowledged said .. . ~ instrument to be the free and voluntary act and deed of said municipal --. 4" ... -corporation, for the uses a:nd purposes therem mentioned, and on oath stated , . .. that he/she was authonzed to execute said mstrument and that the seal ---·affixed 1s the corporate seal ofsa1d mumc1pal corporatton . / . -. ~,'\;.,um~ Notary Pubhc m and for the State ?f Washmgton Notary (Prmt) fv\1l-htle. tJe,u nu.11 Vl My appointment expires "I I I q / d'1)1) l Dated '1 / 1 / ?1,1)1) . H \DIVISION ~\PROP~ER V\P&P\A ')~M r~\Ccnte,.LA 1 E:.C.OMR OOC\bh LATECOMERS AGREEMENT Caty of Renton, a Mun1c1pal Corporabon Centex Homes REPRESENTATIVE FORM OF ACKNOWLEDGMENT DEVELOPER ST ATE OF WASHINGTON ) SS ) LAG 99-001 COUNTY OF KfNG ) ____ ......, .... _.-,-.,.------1 I certify that I know or have satisfactory evidence that k't,, l'le#t tJ, (r14t¥ ,- ----..llilc------.... ....... -------signed tlus instrument, on oath stated that (b)she/they ~were authonzed to execute the instrument and acknowledged 11 as the 'bvtS\tr,.. :Ptts\dg,t,id ------- of CU\.-\:f.x Hom.«.$ to be the free and voluntary act of such l--~1511,:-:.to;:e.Jl!s,ll~~~r--l~arues for the uses and purposes mentioned m the instrument t'"" II \DI Vll>ION l>\PROPl>ER V\P&P\Al>l>M fl,\C..1.n1exLATCCOMR DOC\bh Page S t) Q) .. W._ co . , l r '-r J J I I l ~ t".J_!>µ< VI Lt; - ~ (.'1 . .-.I ~ en _ ... _ ... - I ~ -rr.i .......... ~ I -~ : I I • ,__ I I ' i I ==1-=1. I I UJ --I ~ I ! ~ I J ~s 'JAV I : I I - i i • • -·- L_ Ei5LU ----__J EXIDBITB Centex Latecomer !Legal Description I hose portions ot 5iect1cins I 0, 11, 14, and 15, all m Township 23 North, Range 5 East, W M , m Kmg County. Washington described as follows · BEGINNlNG at the south quarter comer of said Section l 0, said south quarter comer bemg a pomt w1thm the Right-of-Way of SE I 28th Street. Thence westeriy along the south lme ofsa1d Section JO, to ari intersection with the southerly extens10n of , the easterly Right-of-Way margm of Duvall A venue NE and the True Pomt of Begmnmg, = Thence northerly along 5a1d southerly extension and easterly Right-of-Way lme, to an mtersect10n with CT a-the north I me of the southeast quarter of the s9utheast quarter of the southwest quarter of said Section IO, c:::, ~ L.:;, 'Thence easterly along said north lme to an intersection with the east hne of the southwest quarter of said c..---Sect,on \0 .. ;;.::~ Thence contmumg easterly along the north lme of the west halfof the southwest quarter of the southwe!ot . quarter-of the southeast quarter of said Section IO to the northeast comer of said subdr\i1s1on, c, Thence southerly along the east lme of satd subd1v1s1on to an 1ritersect10n with a lme 210 feet south of and parallel with the north hoe of the southwest quarter of the southwest quarter of the southeast quarter of said Section I O · Thence easterly along said parallel hne and its easterly extension crossing 142nd Avenue SE to an mtersect1on with the easterly nght of way margm of said 142nd Avenue SE, · Thence northerly along said easterly nght of way margm to an mte"rsect1on with the north )me of southeast quarter of the <;outhwest quarter of the southeast quarter of said Section I 0, Thence easterly along said north lme to the northeast comer of said subd1v1s1on, Thence contmmng.easterly alo11g the north hne of the southwest quarter of the southeast quarter of the !:iOUtheast quarter of '>81d Section 10 to the northeast corner of said subd1v1s1on, . . Thence continuing easterly along the .north !me of the s~utheast quarter of the southeast quarter of the '>Outheast quartet of ~a,d 5ection "IO to an intersection with a lme par~llel with and 150 feet westetly of the east lme of <,,ud f,ubd1v1!:i1011, · Thence c.,outherly along <,a1d pardllel lme to an 111ter;ect1on with a !me parallel with and 210 feet northe1 ly of the c:;outh lme of sdtd ~ect1011 10, C I hence ea!>te1 ly along '>did pa1allel lme and its eac:;terly extem,1011 c1ossmg 148th Avenue SE, ente1 mg !>,lid 5ect1011 I I, to <111 111te1 !>ect1011 with the easterly right of way margm ot said 148th A venue SE, / l 1,nl1..x L<1t1,1,omer Legal Dc,t.npuon fMg.1. 2 ....... --.... ) Thence nOJ therly along said easterly right of way ma1 gm of said J 48th A venue SE Jo an mtersect1on with the north I me of the southwest quarter of the southwest quarter of the southwest quarter of the southwest quarter of said Section 11, Thence easterly along said north hne to the northeast corner of said subd1v1s1on, Thence southerly along the east lme of said subd1v1s1on to an intersection with a !me 7 5 feet southerly ot and parallel with the north line of the southeast quarter of the southwec;t quarter of the southwe<;t qu.11 te, of the southwest quarter of said Section 11, TI1ence easterly along said parallel lrne to an mtersect1on with the east hoe of said subd1v1s1on, a:, en Thence northerly along the west ltne of the east half of the southwest quarter of the southwest quarter of en , sa,d Section I I to the northwest corner thereof, · c::> . Thence contmumg northerly along the west lme of the southeast quarter of the northwest quarter of the southwest quarter of said Sectmn 11, and its northerly extension to an mtersect,on with a I me l S feet northerly of and parallel with the north lme of said subd1v1s1on, Thence easterly along said parallel lme to an mtersect1on with the north-south centerline of the southwest quarter of said Section I l 1 Thence southerly along said north-south centerline to an mtersechon with the south lme of said Section 11, bemg a pomt w,thm the right of way of SE 128th Street, Thence contmumg southerly along the north-south centerline of the northwest quarter of said Section 14 to an mtersectmn with the south lme of the northwest quarter of the northwest quarter of said Sect1011 14 TI1ence westerly along said south lme to southwest corner of satd subd1v1S1on and an mtersection with ,the easterly nght of way margm of 148th Avenue SE, · · · Thence northerly along said easterly nght of way margm to an intersection with the easterly extension of the south lme of Tract 4, Black Loam Five Acre Tracts accordmg to the plat thereof recorded m Volume 12 of Plats. page IO I, records of Kmg County Washmgton, Thence westerly along said eastetly extension and -.outh lme to an intersection ·w1th the easterly nght ol · way margm of 146th Avenue SE Thence 1101 therly along c;a1d ea~te1 ly ma1 gm to dll 111tersect1on with the eai.te, Jy exleni.ion ot the '>nuth )me ot the northeast quarter of the ea,;t lldlf of Tract 2, ot .said plat, Thence westerly along said extension and south lme to the southwei.t corner ot said subd1v1S1on, I hence n01the1 ly .ilong the west lmc of !>atd i.ubd1v1s1011 to dn mterscct1on with d hne pd1allel with dnd 142 teet southerly of the north !me of said T1act 2, tgt,41',)\) ( . ,-) · l <..n!, \ I. ,itu.omu I ~e.,1 I h.,Lnpt111n p,,g, l ) Thence weste1 ly along said parallel lme a distance of 75 feet to an mtersectlon with the east line of the west half of the west half of the east half of said T1act 2. · . Thence southerly along sd1d east (me to an mte1 section with the south lme of the north 150 feet of said subdiv1s1011, · 1 hence we<;te1 I) d long Sdld south lme to an mtersect1011 with the east I me of the west half of said Tract 2. !'hence southerly to the southeast corner of said west half. . . Thence westerly along the south line of i,a1d west half to an mtersect1on with the easterly nght-of-way ma1gm of 144th Avenue SE. . · . Thence cont mu mg westerly to the westerly nght-of-way margm of said 144th Ave SE at its mtersect1on with the south hne of the north half of the northeast quarter of the northwest quarter of the northeast quarter of said Section 15, Thence westerly along !>aid south !me, to the southwest corner of said subd1v1s10n, said southwest corner · also bemg the southeast comer of the north half of the northwest quarter of the northwest quarter of the no1theast quarte1 of said Section 15, Thence contmumg westerly along the south !me of satd north half of the northwest quarter of the noi th west quarter of the northeast quartet of said Sect10n 15 to the southwest corner thereof, Thence contmumg westerly along the south lme of the north half of the northeast quarter of the northeast quarte1 of the northwest quarter of said Section l S to an mtersect1on with a lme parallel with and 230 feet west of the east lme of said subd1v1s1on, Thence no1thedy along ~1d parallel lml! to an mtersect1on with a lme parallel with and 190 feet south ot · the north lme of said Section IS. . TI1ence weste1 ly along said parallel hne to an. mte1 section with a line parallel. with and 330 feet west of the east !me of the northwest quarter of said Section 15, · · llience southerly along said parallel lme to ati mtersect1on with the south lme of the ~orth half of the 1101 thea•..t quartet 9t the northeast quarte1 ol the northwec;t_ quarter of said Section 15. The11Le westerly along c;a1d south lme to an 111te1'iect1011 with a !me parallel wrth and 110 feet easte, ly of the wc<;t lmc of ..,a,d '.ubd1v1c;1on. . . . rhcnce northeily r1long c,a1d pc11 allel lmc. to an 111terc;ect1011 with a !me parallel with and 90 feet no1th ot the \outh line o1 <,,11d ... ubd1v1'i10ll lg.h I •)•) = ~ en = _-. l ' (, I ""'. ,. . ..,. • ..... , l t.nlr.. \ ·' ,llLLUlllLI I t.g,11 Dc<.t.rlpllon. Jl.lg.t. 4 . Thence e~sterly dlong said pru al lei hne to an mtersect1on with a lme parallel with apd 150 feet ea~terly ol the west I me of said subd1vtS101l, . Thence northelly along st11d pa,allel lme to ,m 111tersect1on with the south lme of said Section 10, Thence westerly along said south lme to the True Pomt of Begmnmg Centex Latecomer Paree! List Developer's Property: Wmdwood 112305-9011 1 I 2305-9029 Parcel #1: 102305-9032, Parcel #21: 152305-9040 I 02305-9351, Parcel #22: 152305-9132 I 02305-9425 Parcel lA: t 02305-9047 Parcel #23: 152305-9061 = Parcel #2: · Wmds~ng er, Parcel #24: 152305-9045 en 102305-9024, c:.:> _-, l 02305-9027, Parcel #25: 152305-9019 r, 102305-9274, Parcel #26: 152305-9047 ... J 769560-0010 I "> Parcel #3: 102305-9035 . Parcel #27: 152305-9148 . C"J Parcel #4· 102305..,9167 Parcel #28: 152305-9033 '.J C-J Parcel #5: 102305-9142 Parcel #29: 084710-0015 r-J ·Parcel #6: 102305-9103 Parcel #30: 084710-0015 Parcel #7: I 02305-904 t Parcel #31: 084710-0014 Parcel #8: I 02305-9040 Parcel#32: 084710-0024 ParceU #9: 102305-9304 Parcel #33: 084710-0019 Parcel #10: 102305-9039 Parcel #34: 084 710-0022 . Paree! #11: 102305-9016 Parcel #35: · 084710-0020 Parcel #12: 102305-9206 Parcel #36: 084.710-0005 Parcel #13: 11 i305-90 I 5 Parcel #37: 084 710-0006 Parcel #14: . 112305-9018 Parcel #38: 142305-9016 Parcel #15: I l 2305-9020 Parcel #39: 142305-9021 Parcel #16: 112305-9030 Parcel #40: 142305-9020 Parcel #17: 152305-9145 Parcel #41: Maplewood· Parcel #18· l 52305-91 I 2 142305-9004. 142305-9017 Parcel #19: 152305-9002 Parcel #20: l 52305-9096 Type --~ ... EXHIBIT "C" CITY OF RENTON FINAL ASSESSMENT ROJLL CENTEX LATECOMER [WINDWOOD] ) Wastewater Utihty Improvements Total Cost $1,244,901 00 Assessment District 27-0018 Total ZFF Cost Collect1on Lme $1,244,901 00 16,888 Total ZFF (feet) Cost per ZFF $73 7151 Property Name/Address of Owner ZFF ZFF Assm't · ~ Idennficanon en ---~~~~~~-'"~~~~~~~~~~~-'-~~~...._~~~~~~---' ·en c:::, C. ") LJ c_, Parcel # 1 c::::> < ::> KC Tax Act # •..> ·c-,., Legal Descnptlon Parcel# 1A KC Tax Act# Legal Descnpuon WASHINGTON RESTAURANT PROPERTIES PO BOX 21926 3926 SeaUJe, WA 98111 102305-9032, 102305-9351, 102305-9425 . 793 $58,45607 Parcel A LOT 1 OF CITY OF RENTON SHORT PLAT NO LUA 98-082 SHPL RECORDING · NO 9809149003 Parcel B PARCEL 2 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 ILA RECORDING NO 9803099022 Parcel C PARCEL 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099002 290 NORWEST PACIFIC ASSOCIATES 702 Honeysuckle Dnve · $21,37741 Mt Vernon, WA 98273 102305-9047 PARCEL 1 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LLA · RECORDING NO 980309902.2 c, ---C') Property Identificat1on . Parcel# 2 KC Tax Act# Legal Descnptton Parcel# 3 KC Tax Act# Legal Descnpt10n Parcel# 4 . KC Tax Act# Legal Descnpt1on Parcel# 5 KC Tax Act# Legal Descnpt10n ANAL ). .· CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD]. Name/Address of Owner ZFF ZFF Assessment Wmdsong Centex Homes 2320 130th Avenue NE, Suite #200. Bellevue WA 98005 102305-9024, 102305-9027, 102305-9274, 769560-0010 1,639 . Parcel A E l/2 OF SW 1/4 OF SW 1/4 OF SE l/4 LESS N 210 Ff LESS S 220 FT LESS CO RD Parcel B W 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS N 252 FT LESS CO RDS Parcel C N 252 FT OF W 1/2 OF SE Ii4 OF SW 1/4 OF SE 1/4 LESS CO RD Parcel D SERENE SLOPE ADD ENTIRE V AC PLAT INCL V AC 140TH PL SE JOHN MCTIGHE + ET AL 24929 267TII SE RA VENSDALE WA 98051 102305-9035 520 $38,331 86 E 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS E 90 FT OF W 120. FT OF S 160 FT LESS CO RD. JOHN R MCTIGHE +ETAL 24929 267TH SE RA VENSDALE WA 98051 102305-9167 89 $6,560 65 E 90 FT OF W 120 Ff OF S 160 Ff", "OF E 1/2 OF SE 1/4 OF SW 1/4 OF ", "SE l/4 LESS . CORD DEBORAH PHELPS BYERSDORFER 2)7 GREGORY A BYERSDORFER . 22651 SE 56TH ST ISSAQUAH WA 98029 102305-9142 . . $15;99618 LOT 2 OF KC SHORT PLAT NO 8TI012 RECORDING NO 7712010905 c:c a-, ,;:r, <:::, it. .. , ' ' -) c--, ,:-, ~, (.::, r:.; ....., Property Idennficat10n Parcel# 6 KC Tax Act# Legal Descnpuon Parcel ti 7 KC Tax Act# ·Legal Descnptlon Parcel# 8 KC Tax Act# Legal Descnpt1on Parcel# 9 KC Tax Act# Legal DescnptJOn Parcel#: IO KC Tax Act# Legal Descnptlon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] ' \ ) .. . Name/ Address of Owner ZFF ZFF Assessment DEBORAH PHELPS BYERSDORFER . GREGORY A BYERSDORFER 22651 SE 56TH ST ISSAQUAH WA 98029 10230.5-9103 106 $7,813 80 LOT 1 OF KC SHORT PLAT NO 877012 RECORDING NO 7712010905 BENNIE 1 +BARBARA 1 REID 14412 SE 128Tii ST RENTON WA 98056 102305-9041 280 $20,640 23. E 1!2 OF W 1!2 OF SW 1/4 OF SE l/4 OF SE 1/4 LESS CO RD LESS W 12 FT THOF BALES LP 30640 Pacific Hwy S, #D Federal Way, WA 98003 102305-9040 508 $37,447 28 E 1/2 OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS E 100 FT OF S 150 FT LESS CO RD . BALES LP 30640 Pacific Hwy S, #D Federal Way, WA 98003 102305-9304 96 $7,076 65 E 100 FT OF S 150 FT OF SW 114 OF SE 1/4 OF SE 1/4 LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway. #308 Seattle, WA 98188-3302 102305-9039 603 . $44,450 22 W 1/2 OF SE l/4 OF SE 1/4 OF SE 1/4 LESS CO RD ESMT P S P & L CO TRANS LN Property -Identification Parcel# ll KC Tax,Act# Legal Descnpnon Parcel# 12 KC Tax.Act# Legal Descnptlon Parcel# 13 KC Tax Act# Legal Descnption Parcel# 14 - KC Tax.Act# Legal Descnpuon Parcel# 15 KC Tax Act#. Legal Descnptlon FINAL ) CITY OF RENTON . FINAL ASSESSMENT·ROLL CENTEX LATECOMER [WINDWOOD] ) Name/Address of Owner ZFF ZFF Assessment RIBERA-BALKO ENTERPRISES 16400 Southcentei' Parkway, #308 Seattle, WA 98188-3302 102305-9016 SE l/4 LESS E 150 FT LESS CO RD Al Ben McEvoy Sally gall McEvoy 18321 SE 147"' Place RENTON WA 98059 102305-9206 329 $24,252 28 129 $9,509 25 E 150 01 Ff MEAS ALG S LN OF S 210 Ff OF SE 1/4 OF SE 1/4 LESS CO RDS RIBERA-BALKO ENTERPRISES 16400 Soulhcenter Parkway, #308 Seattle, WA 98188-3302 112305-9015 381 $28,085 46 SW l/4 OF SW J/4 OF SW l/4 .OF SW 1/4 LESS CO RDS LESS C/M RGTS ESMT P S P & L COTRANSLN CECIL K MULUNS 18631120TII AVE SE RENTON WA 98058 112305-9018 207 $15,259 03 W 1/2 OF SE 1/4 OF SW 114 OF SW 114 OF SW 1/4 LESS N 7 5 FT LESS C/M RGTS LESS CO RD ESMT PS P & L CO TRANS LN CECIL K MULLINS 1863 f 120TH A VE SE RENTON WA 98058 J 12305-9020 207 $15,259 03 E 1/2 OF SE 1/4 OF SW 1/4 OF SW 114 OF SW 1/4 LESS N 7 5 FT LESS CO RD LESS C/M RGTS ESMT PSP & L CO TRANS LN 00 a, c:n = c-, I. ( . r,, .. - ::-"') <-..:> r.., ..... ·Property· Idenaficahon . Parcel# 16 KC Tax Act# Legal Descnpt1on Parcel /117 KC Tax Act# Legal Descnpuon Parcel# 18 KC.Tax Act# Legal Descr1pt10n Parcel# 19 KC Tax Act# Legal .Descnpt10n FINAL .... -·-··, ) CITY OF RENTON FINAL ASSESSMENT,ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner CHARLES LACKEY PO BOX 2198 RENTON WA 98056 112305-9030 ZFF · ZFF Assessment 170 $12,531 57 S 378 8 FT OF W 125 FT OF E 1/2 OF SW 1/4 OF SW 114 LESS CO RD SUBJ TO ESMT TRANS LN R/W LESS C/M RGTS Mr Vangaard-Renton U..C 14100 SE 36"' Street, 1200 Bellevue WA 98006 152305-9145 220 $16,217 33 N 112 OF NE 114 OF NE 1/4 OF NW 114 LESS E 330 FT LESS W 150 Fr LY N OF LN 90 FT N OF S LN SD N lf2 LESS W 110 FT OF S 90 FT LESS CO RD LESS C/M RGTS JAMES D & PAULA MONTGOMERY 2807 BURNETT A VEN RENTON WA 98056 l 52305-9112 . 105 $7,740 09 . W JOO·Ff OF E 330 Fr OF N 190 Ff OF NW 1/4 LESS CO RD & LESS CIM RGTS ROBERT & PAMELLA MINKLER SLUMMIKEY BELLEVUE WA 98006 152305-9002 294 . !21,612 25 E 230 FT OF N lf2 OF NE 1/4 OF NE 1/4 OF NW 1/4 LESS CO RD LESS C/M RGTS . . CX) c:n en c::> ,:-,:i L) c, C' ,J -- C, -~-":I r...:, r,,j Property ldent1ficat10n Parcel# 20 ·KC Tax Act# Legal Descnpnon Parcel# 21 KC Tax Act# Legal Description Parcel# 22 KC Tax Act# Legai Descnpt1on FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF Assessment WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 12git> Street Renton, WA 98059 152305-9096 229 $16,880 76 NW 1/4 OF NW 1/4 OF NW 1/4 Of NE 1/4 LESS E 150 Ff LESS CO RD LESS C/M RGTS W 30FTFORRD WEST COAST INVESTMENTS JNC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 128tb Street Renton. WA 98059 152305-9040 38 $2,801 17 POil SE 1/4 OF NW 1/4 OF NE 1/4 BEG NW COR SD SUB TH S 88-22-52 E ALG NLY LN 30 Ff TH S 00-28-4-0 W 200 FT TH ELY PLW NLY LN 300 7 Ff TO TPOB TH CONTG E 300 7 FT TO PT 30 FT W OF ELY LN Til S 00-25-28 W 226 91 Ff TH N 88-24-50 W PLW . SLY LN 3()() 8 Ff TH NL Y 227 09 Ff TO TPOB LESS C/M RGTS & LESS N 117 FT OF S 187 FT OF E 250 Ff THOF WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 128th Street Renton, WA 98059 152305-9132 169 $12,457 86 W 24 FT OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE l/4 & E 131 FT OF NW 1/4 OFNW.1/4 . OF NW 1/4 OF NE 1/4 LESS CO RD (,J!:) en C, C) -, (".',-1 ,:-.. = LJ = r-1 Property Ident1ficat1on Parcel# 23 KC Tax Act# Legal Descnpuon Parcel# 24 KC Tax Act# Legal Descnpaon Parcel# 25 KC Tax Act# Legal Descnpnon Parcel# 26 KC Tax.Act# Legal Descnpt10n_ ·Parcel# 27 KC Tax Act# Legal Descnpuon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] . Name/ Address of Owner DANIEL F MEDDAUGH 14013 SE 128TH ST RENTON WA 98059 152305-9061 ZFF ZFF Assessment · 210 $15,480 18 W 112 OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS W 24 Ff LESS CO RD PATRICIA A BANASKY 463 Ferndale Avenue NE RENTON WA 98056 152305-9045 174 $12,826 43 E 1/2 OF NE. 1/4 OF NW J/4 OF NW 1/4 OF NE 1/4 LESS CO RDS LESS C/M RGTS HOW ARD V BANASKY 1401 N 26TH ST RENTON WA 98056 152305-9019 352 $25,947 72 W 277 S Ff OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD . . . RIBERA-BALKO E~RPRISES 16400 Southcenter Parkway, #308 Seattle, WA. 98188-3302 · 152305-9047 317 $23,367 69 N 112 OF NE 114 OF NW 1/4 OF NE 1 /4 LESS .W 277 5 Ff LESS E 135 FT LESS CO RD LESS C/M RGT$ ROBERT E LEVY . 8103RDAVE #414 CENTRAL BLDG SEATTLE WA 98104 152305-9148 38 .$2,801 17 W 30 fT OF E 135 Ff OF N 112 OF NE l/4 OF NW 1/4 OF NE 1/4 LESS CO RD o::> en . en c:::> = ' ' ., -, <.....:> c-:.> <"'I Property ldentlficat1on Parcel# 28 KC Tax Act# Legal Descnpt1on Parcel# 29 KC Tax.Act# Legal Descnptlon ·Parcel# 30 KC Tax Act# Legal Descnpuon Parcel# 31 KC Tax.Act# Legal Descnpuon Parcel# 32 KC Tax Act# Legal Description FINAL ·---.-,,, \) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINPWOOD] Name/ Address of Owner ZFF ZFF Assessment ROBERT E LEVY 810 3RD AVE #414 CENTRAL BLDG SEATTLE WA 98104 152305-9033 109 $8,034 95 . E 105 Ff OF N 112 OF NE l/4 OF NW 1/4 OF NE 1/4 LESS CO RDS CLEO J FORGAARD 678 SUNSET BLVD NE RENTON WA 98056 084710-0015 185 $13,637 30 Tract 2, BLACK LOAM FIVE-ACRE TRS W 1/2 LESS E 158 Ff LESS CO RD CLEO J FORGAARD 678 SUNSET BLVD NE RENTON WA 98056 · 084710-0016 128 $9,435 54 Tract 2, BLACK LOAM FIVE-ACRE TRS W 98 FT OF E 158 FT OF W 112 LESS CO RD CLEO J FORGAARD 678 SUNSET BLVD NE RENTON WA 98056 084710-0014 78 $5,749 78 Tract 2,. BLACK LOAM FIVE-ACRE TRS E 60 Ff OF W 1/2 LESS CO RD C ROBERT THORNTON 6824 19"' St W Umverstty Place.WA 98466-5528 08471()-0024 77 $5,676 06 Tract 2, BLACK LOAM FIVE-ACRE TRS N 150 FT OF W l/2 OF W 1/2 OF E 1/2 LESS CO RD co a, en ..:::, .·} =-J- Property ldent1ficat1on · Parcel# 33 KC Tax Act# Legal Description Parcel# 34 KC Tax Act# Legal Description Parcel# 35 KC Tax Act# Legal Descnpuon Parcel# 36 KC Tax Act# .Legal· Descnptlon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF Assessment BALES LP 30640 Pacific Hwy S, ffD Federal Way, WA 98003 084710-0019 76 $5,602 35 Tract 2 BLACK LOAM FIVE-ACRE TRS N 130 Ff OF E 75 Ff OF FOLG W 1/2 OF E 1/2 LESS N 12 FT FOR RD QUANG T DO + PHUNG K CHUNG 14419 SE 128TH ST RENTON WA 98059 084710-0022 86 $6,339 50 Tract 2, BLACK LOAM FIVE-ACRE TRS NE 114 OF E 112 LESS E 68 FT LESS CO RD QUANG T·DO + PHUNG K CHUNG 14419 SE 128111 ST RENTON WA 98059 0847l0-0020 70 $5,160 06 Tract 2, BLACK LOAM FIVE-ACRE TRS E 68 FT of NE 1/4 OF E 1/2 LESS CO RD RIBERA-BALKO .ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA· 98188-3302 084710-0005 084710-0010 968 $71,356 24 . That Port10.n of Tracts ·1 & 4, BLACK LOAM FIVE-ACRE TRS W 1/2 OF l LESS W 120 Ff OF E 150 Ff OF N 160 FT & W 1/2 OF 4 LESS CO RD, ALSO, E 1/z LESS that pon1on dedicated as streets co en en c:::i C.J L.) < ' _(',J -· ·= .::.> 0 c:::, ~ Property. ldent1ficat1on Parcel# 37 KC Tax Act# Legal Descnpt1on Parcel# 38 KC Tax.Act# ' Legal Descnptlon Parcel# 39 KC Tax Act# Legal Descnptlon Parcel# 40 KC Tax Act# Legal Descnpt1on . Parcel# 41 KC Tax Act# Legal Descnptlon FINAL CITY OF RENTON . FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINPWOODJ Name/ Address of Owner ZFF ZFF Assessment . Judy Patrick 3604 NE gth Street Renton WA 98056 084710-0006 126 · $9,288 11 Tract 1, BLACK LOAM FIVE-ACRE TRS W 120 Ff OF E 150 FT OF N 160 FT OF W 1/2 LESS CORD Ba1Jmder & Rashpal Buttar 611 Bremerton Avenue NE Renton, WA 98059 142305-9016 599 $44,155 36 N 500 Fr OF W 1/2 OF NW 114 OF NW 1/4 I..ESS E 225 FT LESS W 30 FT LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, f/308 Seattle, WA 98188-3302 142305-902] 5ll $37,668 43 E 2.25 Ff OF N 968 FT OF W l/2 OF NW 1/4 OF NW l/4 LESS CO RD Dame! S Johnson 15051 SE 128"' Street RENTON WA 98059 142305-9020 599 E 1/2 OF NE 1/4 OF NW l/4 OF NW 1/4 LESS CO RD Maplewood FINER HOMES INC 1215 120TH AVE NE #201- BELLEVUE WA 98005 142305-9004, 142305-9017 2,093 $44,155 36 $154,285 75 Parcel A W 1/2 OF NE 1/4 OF NW 1/4 OF NW 114 & SE 1/4 OF NW 1/4 OF NW 1/4 LESS CORD Parcel B W 1/2 OF W 1/2 OF NW 1/4 LESS POR OF N 500 Ff LYE OF E LN OF W 30 Ff · OF SD SUBD LESS E 225 Ff OF S 468 Ff OF N 968 Ff OF SD SUBDIV Property Identtficauon Developer Property ex:: c::r er =, KC Tax Act#_ .::. r· Legal Descnptmn . -..... FINAL. CITY OF RENTON FINAL ASSESSMENT ROLL --~ ) · CENTEX LATECOMER [WINDWOOD] N~me/ Address of Owner Centex Homes 2320 I 30th A venue NE, Suite #200 Bellevue WA 98005 112305-901 l l 12305-9029 ZFF ZFF Assessment 2,473 _$182,297 50 Parcel A E 1/2 OF SW 1/4 OF SW l/4 LESS W 125 Fr OF S 378 8 FT LESS CO RD Parcel B SE 1/4 OF NW 1/4 OF SW 1/4 ALSO S 15 Ff OF N l/2 OF NW 1/4 OF SW 1/4 LESS CO RD -_ .. ~~--~--~. ) ::, ... -;.;:r Yo LOT . _· ---~-/IIL_. --_;~_-_:_i, ___ h*11 _ __;.. " ... '· ·~ DATED Lf '2:14'L_ f'ILED , (.p , / . -i---1.i Adl'd at. C S,.lo, iVl!TD fork,,\'_ J ·--11',· 1tt-'4~-,i,r, i~. ;k;'{gmd al!J._s,ld ~j "iial&wilz oe Cd of~ of sd Compq .f>o'l.-", · · · · 1 .. ;.. -~;~i. ,Ml~'d a#d std 6j aid4orl!J, t¥ Rd of DiredolT nf Ml c,-pq. ·" ~·: ... I.I'-;.-~~ ,:f.: ,;~,' ~ ."-•:_:_c ~ • ) I . . . . ( NORTHIU~N PACIFIC DKH:D. Form 36 A.) ,. '3. ~ es-4 \:Fp unil Bil Act qf Cong. i, granl,r.a Qf certn lds ie St. n/ W. & md to Sp a mta of sd Ids in trust for p19.i.:"6i-n ~'~'JM 1-81 reed in office n/ Seet11 of Interior at Wa,qh.ington, and whas, it is providd in sd mtg that'yp;nitll ·~~,/J8.:tlliltbertg to aeU any of sd lds, not bel. appraised value, ct upon deposit of proeeea, with Sp it uhall rsls t 1 ;. · · · ;4&; /or, Jrom lien of 1d mtg ; and, whaR, Fp has sold .'Jp the ld hin/tr dst:bd f. Ji of ad mtg, Jo;, p~e . :1;,J':;~ apprai,ed value approvd bg Sp, and ?;'JU becorr·' partg hereto for tho purps of relea1Jg (d . ; · · ( powers in sd mtg, and in cont if $ .... {JJ) . .Q ... fo F. p & by it to Sp pd, D11• g b s, a r e c . .£ ~ Id an K(: VI; (oufJr) . · . · · . y:: ; -t· •fl...dsebt.i prems, so much &: sch part_s flw/ as are or may be mineral lds, or contain coal .or iron & ~~. . ~ (&(lfl.:aril as may be necessary for mining operatns & the rt of access /or purp, of ezplor,ng deuf!l-:, ! :aW_ .. . ... . . . . . . . . , : . .;,{ ~·'s.trip .. 0~'4. eztdg ithro ihe sm ( or R~much of sd. stri11,. ~! 11 as mag be within sd dst: .P..r.em,1 i :-· . A 00 ft o . sd qf~e t of Nor. R or any o~nches, ~ed for rl'.· ... · o~. .,.~~ : } of ~cl, .. pr ang b74rir:h has bn, or s e, located on, or with(ti Tess~·-2QQ /(. --·'""<-._ .. . ... \. .~ . . . . • . . . "11'!Sfll'. "! el~ tU'; all encumbrances xcpt ta.rs and assessmts accrd sinee .. ,.'f:.:.~,1ilt!Jupo11, the COit-·• .! ,.t~forsd; G. W. by F. p . .rcpt ta.,cs & as,essmts as aforsd. 7"' •. · · i .JfUrese prests to be sealed with their respective corp seals. · · .. . . -...•. -·· ~-· -4~~:.'r-:; . N THERN PAf!Jlf RAI~ROA_D COJ!PAHY, By_ ... . ~-~ ql,.L(L..4fµ.~Vice-President, Attei{ .... ~:-··:·.~~.,.tadJ. .. , ...... Secg.· CENTRAi,;J/U?;l-JfPANY_!!_!..JJt,IY YORK (Tmstee) Bu .... :~~.,...,,,b.:~ .~.-~.dL.,.2nrl Vice-Prest. -.,l!..,... ' r a, _.r 'l -~ I),/' A.tt~s_t, ...... ,.-..... -.. c/1. .... ----~~..r.:,.--::.=y···· Ser.g. ···~-.v .... , , .· ·.1.:. . ' ·. ... . ~ ' ... • ' .. -.:_ .... _:...·_. :_ ·. ' : /"~ .. . . , .. :..~.: . .-... ±:~i~~ ·:··-~:~:~~=-:.~~-~1i1±f.i~:~~.-:~~~:+i±~-~~ ... 6 . ... :-··) T.L .. J.4& · QUIT-CLAIM DEED R/W 180$ 37 -~ "l " ;; The grantor ........ herein ... · ........... Robert __ E. __ Levz" .................... · .............................................................. . ~ ~ ················ .... : ........... ············································,:· ............ l!!..-... ( .· ··-···-·--········ --·······-···· ..................................... . j_; for the co11111dera.tion of ....................................... ~. ,y____ -'4-f!'I..-cG,.-...,.t.:·-·--Dou.r, -~ . . f4 T . . ,., · · h m · • u.d also of benefits to aecµ-ue to ............ J·---··················--·by reason of la;ymg out and atabl a public road through. .... hi.S ...................... prcperty, and which ia hereinafter describeu, convey ........• relea11e ........ , and quit. clabn ........ to the County of ........................ !H,ng ..................................................... State of Washington, for ase of the Public forever, as a public road and highway, all interest in the following described real eiatate, viz.: '!'he South 12 ·.ft. ot the Borth 42 tt.or··w.· JO'of~•l)S .ft. o:t the N.E.t 0f tbe lf.W.t or-ttut· tf.,J:;;t o.t··Sec·.···~. '!'Wp,. 2-)·lio···.il..-$-LVoKr · . Conteining 0.03 Acres more er less. R/W S.E. 128th St. (1)2nd Aveo S .. Eo te 168th Ave. S.B.) together with the right to make .. all necessary slopes for ents and fills upon Uie abutting property, snd on each side of said described right-of-wa:,, in conformity with standard pla!la and apecifieatiODS for highWf.11 purpo1e111, · and to the IUIDle utent and purpose aa if the rights herein granted had been uquired b:v eondenmation proceed-mp under Eminent Domain statutes of the State of Washington, · .situated in the County o~ ...... K.&.teff.:. .................. : ............ Stnte of Wash~, . Dated this. ..•.... ;2 .. := ........ day of •............... ..£.?.L..;;-~ ........................ A. D. 19£.y' WITNBSC.-... -............ ---·· ··-···-···---J --~··· . -··· .... : ................ : ............. : ............... · ..... :········ ··························-··\·······-········ ·····-··-·--· .. ___ · .... :· ... · ..................................•...... .. ~~rn_,...... iiili· . . . ,· / CERTIFlrA1E WHEN RECORDED RETURN TO: I, the c:;::I::rsigned, ~ · Cferk of the City of Renton, Ww.ington, certifyffiatthis Is a true Office of the dh· <.!:·rk Renton Munid;-11 t;;uiiding 200 M~venur: South Rent~ A 9SOJ1i U1 and correct copy of I, I. Q .. Lo_~ Subsaibed and ~ ~ ~-··-.=~:-. -,C: Ci I.; I ... ..... -~ ".J I.U c:: tn ~ C':-:, -- -::.--~ ....., . .:,.-~ CITY OF RENTON, WASHINGTON -· i::-ORDINANCE NO. 4612 AN ORDmldfCE OF Tllll: CITY OP R.EN'l'O!l, WASlfUIG'rWl1 ESTllL:tSllmG AllT ASSESSJ!1DT DISTRI:CT FOR SAR:t"J."ARY S:mGm. SERV1:CE m A PORTXOll OP THE SOUTH HIGBLANDS, IIEATmm DOWBS, Am> IDPLEWOOD SlJB-BASiliS AND -ESTABL:rsiu:Jm TBB AMOUNT OF THE CHARGE UPON CommcTION TO TD P'AC:tLI:TiES. THE CITY" COUNCIL OF THE CITY OF RENTON, WASHINGTQN, DO ORDAIN AS FOLLOWS: SECTXON :C,,. 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 particularly described in EJchibit "A,.. 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 l:>e paid_at any time, the I · City does not requi·re 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 requi:rement, by the City, of payment of the charges associated with this district. SBCTZQN 1:.r -Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties 1 ' ru -fit. I:" CJ" --Cl IO s ~ ""' .... ""' ..., § z: ..... < ... ,,., g ::0 g = ~ r-::JIC ... w 8 l I r 1 ' I 1 1 i ' ,. t . l j I i 1 ' • I I· / ' I' ) ORDINANCE' 46.12 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 equiva1ents 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 I I f.O are included within the boundary legally de.scribed in Exhibit "A" I = ·" I I ~ l er) I I t ' ! • l l I :I and which boundary is shown· on the 'mz.p attached as Exhibit "B. 11 SECT:ION 'II :r: • 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. SECTJ:ON IV. This ordinance shall be etfe,ctive upon . its passage, approval, and thirty (30) days after puhlicationt. .. PASSED BY THE CITY COUNCIL this. lQS.h day of June ~ 1996 . City Clerk 2 i.•... • • .... - . ,~• .. --._.----------·· -/-) ORDINANCE 4 612 . APPROVED BY THE MAYOR this 10th· day of _J_u_n_e _____ , 1996. :g-..--:7-. ., _ Jes ~anner I . Mayor-App~:::::~~ Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. I I I. f I I 3 i l 1 I l • W.W"4.!..· • .'t ~---.,,....... _________ ... ·- Exhibit A · LEGAL DESCRfPTION·OF THE SPECIAL ASSESSMENT DBSmlCT · 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, ~e 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 descn"'bed 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 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 SE 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 ~terline of ·NE 7th Street at its intersection with the centerline ofEdmopds 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 1/4 of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerlirie to its intersection with the cei:i.terline 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, R.ange SE 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 IO at its intersect:ion with the North line of the South-1h 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 1A of said Section 1 O; thence East along said North line to its intersection with the East line of said Section l O and the terminus of said line. I I ! ~ I I . J . 1 ! i ! ! ! ': i l I i . j I I . ! I l I i I I I· I t I . • _k-. . .. . .".-;; . e= • m. -•C:u. ~, / Legal Description of the Special Assessmeni District for the Ci~ of Renlon-F.ast Renton lnterC!f_tur Section 11, township 23N, Range SE W.M. ) All of the Southwest ~ of Section 11. Township 23N. Range 5E W.M.. Section i 4, Township 23N, Range SE W.M. Page2of3 All of that portion of Section 14, Township 23N, Range 5E. W.M. described· as follows: · · · . . . All of the Northwest 1A of said section, together with the Southwest ~ of said section. except the South 1h of the Southeast ~ of said Southwe.st 1A and except the plat of McIntire Homesites and 1h 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 of 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 lh of the street abutting said porlion of Tract 6, Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less 1f.l 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 1h 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 5E. W.M., except the Southwest ¥.i of the Southwest 1A of the Southwest 1A. of said section. · Section 16, Township 23N, Range SE WJ\/L All of that portion of Section 16, Township 23N. Range 5E W.M~; except that portion of the Southeast 1A of the Southeast 14 of the said Section 16 ly.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 ofKing County Washington and its Northerly extension to the North line of said Southeast \4 of the Southeast \4 of the said -Section· 1 e and except that portion of said section lying Southerly of the Northerly right-of-way line of SR-169 (Maple Valley Highway).· 1 . . Section 17, Township 23N, Range SE W.M. I• All of that portion of Section 17. Towns~p 23N, Range SE 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 Sout.hea$terly line of Bronson Way NE lying i t ~ r I I . I l I i . # . i 4 i L l I. I I l 1 • I l ! ' j . l -a;===-~---------. ---, __ _ . ,; Legal [)escrlption of the Special Assessmenl District for the City of Renton-.: &st Renton Imeraptar Page3ef3 between the South line of the NE 3rd $treet and the Northeasterly margin of SR- 405. Section 21 1 Townshlp23N, 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 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 23N, Range SE 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 1A of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewo~ Heigh:ts _as recorded in the Book of Plats, volume 78. pages l through 4, Records of King County, Washington. : Together with the North 227.11. feet of the West 97.02 of the Northeast IA. of the . Northeast ;4 of said Section 22. I I J i ' . i I l I i l I I , . I I ' ' : a i I I I. • ..I ··*' • .. ... . ··-.a. ... :;.. . . Exhibit ·s EAST RENTON NTERCEPTOR Special Assessment District Boundary ·1:24,000 r;.... R~:,,.. ------~, Ulllu:a IZT.J.J.J Special Auamnent Dstrid •' I WHEHRE<DRDED llEIURNTO RBL BSTATB PROPERTIES LLC PO BOX 99654 SBATI'LE, WASHINGTON 98139-0654 CHICAGO TITI.E INSURANCE COMP ANY DEED OF TRUST (Far Use m the State of Washington Only) .·-) 1113793 - THISDEEDOFTRUST, ~ethis 2ND dayof September , 2003 between G) ~f INCORPORATED, A WASHINGTON CORPORATION G. W. C. 20030909001857 .001 12. ,GRANTOR, whose address JS 24633 NB 133RD ST, DUVALL, WASHINGTON 98109 CHICAGO 'l.1TLSINSURANCB co a corporation, TRUSTEE, whose address IS 701 FIFTH AVENUE, SUITE 1800, SEATTLE, WASHINGTON 98104 and REL ESTATE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY CCMPANY ;BENEFICIARY whose address IS PO BOX 99654, SEATTLE, WASHINGTON 98139-0654 WITNESS ETH Granter hereby bargams, sells and conveys to Trustee m KING PARCEL A: County, Washmgton. THE EAST 105 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY., WASHINGTON, EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; ALSO EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH. STREET; PARCEL B: THE WEST 30 FEET. OF THE .EAST 135 FEST OF THE NORTH HALF OF THE NORTHEAST SEE ATTACHED EXHIBIT Tax Account Number: 152305-9033-03 AND i52305-9148_-05 which real property IS not used pnncrpally for agncultural or farming purposes, together with all the tellllIIle:nts, heredllaments, and appurtenances now or hereafter thereunto belongmg or m any WISe appertinnmg, and the rents, ISSUes, and profits thereof . This deed IS for the purpose of secunng performance of each agreement of grantor haein contained, and paymentofthesmnof ($155,000.00 ) ONE HUNDRED FIFTY-FIVE. THOUSAND AND 00/100 · · · Wlthmterest,i:naccordancewith the terms of a prormssory note of even date hereVllth, payable to Beneficiary or order, and made by ' Grantor, and all renewals, modtlications and extensions thereof, and also such furtha sums as may be advanced or loaned by Benefi.aary to Grantor1 or any of their successors or assigns, together with mterest thereon at such rate as shall be agree11upon · . D'llOTRSr/RllA/1199 ,. ClilCAGO TITLE INSURANCE COMPANY Escrow No. 1113793 EXHIBIT A Title No 1113793 QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLL?iME'l"I'B MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY SOUTHEAST 128TH STREET; ALSO 20030909001857.002 EXCEPT THE SOUTH 12 FEET OF THE NORTH. 42 FEET OF SAID SUBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642 ~rexfrda/0899 -~) Z()030909001857 .003 001113793 To Protect the sec:urlty of this Deed of Trust, Grantorconvenants and agrees- 1 To keep the property in good condition and repair; to permit no waste thereof; to complete any · building. strocture or improvement being built or about to be built thereon; to restore promptly any building, structure or improvement thereon winch may be damaged or destroyed, and to comply with all laws, ordmances, regalattons, covenants, conditions and restncbons affecbng the property 2 To pay before delinquent all lawful taxes and assessments nponthe properi,, to keep the property free and clear of all other charges, liens or encumbrances impainngthe security ofthis Deed of Trust. 3. To keep all buildings now or hereafter erected on the property descn"bed herein continuously insured against loss by fire or other hazards in an am01lllt not less than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve md have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor. The amount co11ectcd under any insurance policy may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine.. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. · In the event of forecloslll'e, all rights of the Grantor in insurance polices then in force shall pass to the purchaser at the foreclosure sale. 4 To defend any action or proceeding purporting to affect the secunty hereof or the rights or powers of Beneficiary or Trustee. and to pay all costs anil expenses. inclndmg costs of title search and attorney's fees in a reasonab1e amount, in any such action or proceeding, and many suit bronght by Beneficiary to foreclose this Deed of Trust · 5 To pay all costs, fees and expenses in comi.ection with this Deed of Trust. includmg the expenses of the Trustee incurred in eoforcmg the obhgation secured hereby and Trustee's and attorney's fees inclined. as provided by statute · 6. Should Grantor fail to pay when due any taxes, assessments,insurance premiums, liens. encmnbrancesor 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 secnred hereby, shall be added to and become a part of the debt secured in this Deed of Trust. 1T IS MUTUALLY AGREED THAT- 1 In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion of it as may be necessary to fully sabsfy 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 right to require prompt payment when due of all other. sums so secured or _to decli!re default for failure to so pay · 3 The Trustee shall recmivey all or any part of the property covered by this Deed of Trust to the person entitled thereto on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. · 4 Upon default by Grantor in the payment of any indebtedness se~ured hereby or in the perf~ce · of any agreement contained herein, all sums secured hereby shallunmediately become due and payable at the option of the Beneficiary In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State ofWashmgton at public acution to the highest bidder. Any person except .Trustee may bid at Trustee's Sale. Trustee shall apply the proceeds of the sale as follows: (1) to the e;&pen5e of the sale, including a reasonable Trustee's fee and attorney's fee; (2) to .the obligation secured by this. Deed of Trust; and (3) the surplus, if any, shall be distributed to the persons enbtled thereto. · . · . 5. Trustee shall deliver to the purchaser at the ~ale its deed. 6ut warranty, which shall. convey to the purchaser the interest in the property which Grantor had or had power to convey at the time of his execution of this Deed of Trost, and such as he may have acquired thereafter. Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be primafacie evidence of such compliance and conclusive evidence thereof in favor of b~ fide purchaser and enCll!D.brances for val~e. 6. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a :l!lortgage. 7 In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint 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 ongina1 trustee. The trustee is not obligated to notify any party hereto of pending sale under.any other Deed of Trust or of any action or proceedmg in which Grant or, Trustee or Beneficiary shall be a party UDless such action or proceeding is brought by the Trustee 20030909001857 .004 8 Tlus Deed of Trost applies to mures to the benefit of, and is binding notoD1y on the parties hereto, but an thetr hCirS, dCYJSees, legatees, amninistrators, executors and assigns The term Beneftaary shall mean the holder and owner of the note secured hereby, whether or not named as Bcnefi.aary herein INCORPORATED STATE OF1~HINGTO~ COUNTY OF KING ON THIS ~ DAY O . · 2003, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TERRY M DEFOOR, TO ME KNOWN TO BB THE ~~~~~~~~~~~-OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BB THE FREE AND VOLUNTARY Af:r AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATE THAT HB WAS AUTHORIZED TO EXECUTE THB SAID INSTRUMENT AND THAT THE SEAL.AFFIXED THERETO (IF ANY) IS THE .ORATE SEAL OF SAID CORPORATION. i HAVE HEREUNTO SET MY HAND AND AFFIXED BY OFFICIAL REQUEST FOR FULLRECONVEYANCB . DONOTRBCORD 10BBUSl!DONLYWHBNNO!EHASBB8N1AlD TO TRUSTEE The Wldclslgncd JS the legal owner and holder of the note and an other mdebtedness =ml by the Wltbm Deed of T~ Said note, together Wlthallotber indebtedness seemed by said Deed ofT!tlSI, hasbce,fuJ!ypaid and=sfted, and you an, h=by ffij11CSted and directed, on payment to you of any sums OWU1g to you under the 1enns oha1d Deed of Trust, cancel sa,d note ab<m: mcnl!oned, and all other cvidenccs of indebtedness secured by said Deed of Trust delM:red to you With the 61ltd Deed orTrust, and to ?CCOnvcy, without warranty, to the parues demgnatcd by the tenns of said Deed ofTnJSt, au the estate not held by you theieunder · Dated ) TO: ReMax 19201 108th Avenue Southeast Renton, WA 98055 Attn: Tim Burkhardt Ref.# Banasky NTPLANN\NG oEVEdiitt,f REN10N ~~R tf 5 ?004 ~f tfi'\!/~\O) ~ PACIFIC NORrnWEST TlTIB Comp.qyaCW~ Inc. 215 Columbia Street Seattle, Washington 98104 SUPPLEMENTAL REPORT #1 PNWT Order Number: 554826 Seller: Howard Banasky Buyer/Borrower: Stafford Homes, Inc. ~·. The following matters affect the property covered by this order! e A Full Update of the Commitment from December 4, 2003 through February 24, 2004 at 8:00 a.m. has disclosed the following: o The proposed insured has been amended to read as ALTA Owner's Policy Standard (X) Extended ( ) Amount Premium Tax (8.8%) TO BE AGREED UPON Proposed Insured: STAFFORD HOMES, INC., a Washington corporation NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. (continued) ) ) SUPPLEMENTAL TITLE REPORT Page 2 O~der No. 554826 o The following has been added as·paragraph 11: 11. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT ~y 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: 2004 · 152305-9045-09 2146 CURRENT ASSESSED VALUE: Land: $88,000.00 Improvements: $77,000.00 AMOUNT BILLED GENERAL TAXES: $1,904.88 SPECIAL DISTRICT: $5.50 $1.59 $5.00 TOTAL BILLED: $1,916.97 PAID: $0.00 TOTAL DUE: $1,916.97 e The following paragraph(s) of our preliminary commitment has/have been eliminated: ·9 o There has been no change in the title to the property covered by this order since December 4, 2003, EXCEPT the matters noted hereinabove. Dated as of February 27, 2004 at 8:00 a.m. MB PACIFIC NORTHWEST TITLE COMPANY By: Dave Maddux Title Officer Phone Number; 206-343-1353 <• ) PACIFIC NORTHWEST TITLE COMPANY .OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Dave Maddux (davemaddux@pnwt.com) Senior Title Officer, Pete Harper (peteharper@pnwt.com) Assistant Title Officer, Rose Sargent (rosesargent@pnwt.com) Title Assistant, Michelle Brown (michellebrown@pnwt.com) ReMax · Unit No. 4 FAX No. (206)343-8402 Telephone Number (206)343-1353 19201 108th. Avenue Southeast Renton, WA 98055 Title Order No.: 554826 Attention: Tim Burkhardt Your Ref.: Banasky A. L. T. A. COMMITMENT SCHEDULE A Effective Date: December 4, 2003, at 8:00 a.m. 1. Policy(ies) to be issued: ALTA Owner's Policy Standard (X). Extended ( Proposed Insu.red: TO FOLLOW Amount Premium Tax (8. 8%) TO BE AGREED UPON NOTE: IF.EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE.PREMISES. 2. The Estate or, interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: HOWARD V. BANASKY, as his separate estate (NOTE: SEE SPECIAL EXCEPTION NUMBER 10 REGARDING EXECUTION OF THE FORTHCOMING DOCUMENT(S) TO BE INSURED). 4. The lan.d referred to in this commitment is situated in the State of Washington, and described as follows: As on Schedule A, page 2, attached. A.L.T.A. COMMITMENT SCHEDULE A Page 2 Order No. 554826 The land referred to in this commitment is situated in the State of Washington, and described as follows: The east half of the northeast quarter of the northwest quarter of the northwest quarter of the northeast quarter, Section 15, Township 23 North, Range 5 East, W.M., in King County, Washington; less County Roads; and less coal and mineral rights. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be us.ed as an abbreviated legal description on the documents to be, recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn. NW NE 15-23-05 ) ) PACIFIC NORTHWEST TI.TLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule B Order No. 554826 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly £iled for record. B. Payment to or for the account of ·the grantors or mortgagors of the full cons_ideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 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. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements·,·. or claims of easements, not shown by the public record. . 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the publi_c records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or: title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Im:lian tribal codes or i;-egulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. SPECIAL EXCEPTIONS: A.L.T.A. COMMITMENT SCHEDULE B Page 2 NOTE FOR INFORMATION PURPOSES ONLY: · Order No. 554826 EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE .TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, l" ON SIDES AND BOTTOM -l" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN l" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14 11 • NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR-TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. · TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S). (continued) ) A.L.T.A. COMMITMENT SCHEDULE B Page 3 Order No. 554826 SPECIAL EXCEPTIONS (continueq): 1. 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 mining 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: 79509 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 2. CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: · June 21, 1996 9606210966 3. LATECOMERS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: City of Renton and Centex Homes April 20, 2000 20000420000998 4. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: RECORDING NUMBER: GRANTEE: October 15, 1964. 5799277 Co\lnty of King 5. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys an_d roads, as dedicated in the plat. 6-. Matters disclosed on a survey recorded under Recording Number 20010622900002, a copy of which .is hereto att·ached. (contin,ued) ) A.L.T.A. COMMITMENT SCHEDULE B Page 4 7. Payment of Real Estate Excise Tax, if required. J Order·No. 554826 The property described herein is situated within the boundaries of local taxing authority of City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1. 78%. 8. Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying on this commitment that we will not be required to approve any policy amount over $100,000, and our total liability under this commitment shall not exceed that amount. 9. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 10. QUESTION OF THE EXISTENCE OF AN "AUTOMATIC HOMESTEAD": If the subject property is, or will be, the residence of ·a marital connnunity, even though the interest therein may be intended to be. the separate property of either spouse, execution of the.proposed encumbrance, conveyance or contract to convey must be by both husband and wife, pursuant to R.C.W. 6.13, which provides for an "automatic homestead", and R.C.W. 26.16.030. NOTE 1: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: TAX ACCOUNT NUMBER: LEVY CODE 2003 152305-9045-09 2146 CURRENT ASSESSED VALUE: Land: $84,000.00 Improvements:$75,000.00 GENERAL TAXES: SPECIAL DISTRICT: TOTAL BILLED: $1,772.71 $5.50 $1.59 $5.00 $1,784.80 PAID: $1,784.80 (continued) A.L.T.A. COMMITMENT SCHEDULE B Page 5 Order No. 554826 NOTE 2: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 plus tax of $4.40. END OF SCHEDULE B Title to this property was examined by: Jeff Olsen Any inquiries should be directed to one of the title.officers set forth in Schedule A. JMB/20030930000285, 9712290703 NE,{ 15-23-5 . ·--.-E.--------1321.2ar--------------~ ~ SE 128TH ST ... G87/&4S '1" /J1D'J~S.&;7 4&08/3,3 ,, 5· 'IS PACIFIC NORTHWEST TITLE Order No. 554826 Company of Washington, Inc. IMPORTANT: This is riot a Plat of 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 ~f reliance ·hereon. N •"" .. ~~:· .,· ••• :=··: -!:,,. ... ,· .,·.· }..:::. 2<P().t ~~ 2.zC/ooe,o z. NW1/4, NE1/4, SEC 16, TWP 23 N, RGE 5 E, W.M. t(ll.J~D 'S' BRASS SURFACE ;01si.:·w, •• E'UNCH 10 ::· ''··::· BASIS OF BEARINGS NE 4 TH STREET ~ --N ea"2.rog• 'N 28'12.~ kCAS (2642.65 M(AS) . .-.": 495.4,11 .!,s· 1e,.1a 1 _ - ----,---2-n-,. _ .-."~··· .,.,,, ..... ,. .;.'·-.· .. ~: .. ~:i~ 8 -"'~ . ~I' ., _.: .·: I .. ol ol,. { ·{,,. . .... , .. /i ,i,/,l_:/1.,:···.,.:/::~·ERv r35,.z~ --Jo./11.:03~:o .~ ---~ !/ ·:. , .,,· .:· .•• ~~fw9' FENCE 1.7S ;.... I J', 24 .55 ---.g--·-·~ "" PROP LINE •:,,.,,. , ... f i ~ t ~ .,.· .<' ,;,••: .... 1?04.JG !_'15 :Z70. 10 11 1, 1~:114 FOUND l" BRASS 'SURFACE _7 ~~:o w,:~A~ .. ~ CONCRETE IMrtRS£CTION W/148TH A\IE. S,£. 10 1 ~-;a !! ~ 211!10~.30 N88'21'ot"W 26+2.SS N68"20'12"W 211!1!12.lt 10 11 ,, 14 w f ~ 8 ~ z 1.5-l 1+ .. .-::-'' ... :::-' \; ';'; I !: r(NCECORNER 0.5N. FENCE COR. 2.0N ;-~_'-;,i:·~:· i < .... /' Sl/8DIY.fSIOr·+::·01AGRAM .;,:··· .-: •· ,./ _:.: I I sn TYP 1.0 N. xi OF PROP. LINE Of' PROP. COR. •• • •••••••• ••• : : • N r.s.· .. ~,,· ,.,./"· ,,/· /.. I ...... .,... I ~~':'0 omn ,. ~': ;;",:r~~~ ·7:;=····!tbttl?'<:i;. UNE.~ .. -:·' ..... _..:··~·-:· .. /_..=· ,:''. \ ·(,. ~.;~:~~:O" W .,'.-,;55.-2~.-< • 30.01 .30'.0J. ,-, .• ,., ,. .,,,,,,,,;."· ./'' ._,:·'· ·=-.··:::: .• \_e·xe· w:·:osr o.ss s-.•b:~~ ~._.:{ N.E t NW J. ··':.. \. END or Fe:Ncc V ~:·,··.:.....:,/·=' _____ _ '·•: •• :.~ PROP. COR. • 1111,:.jE l ~. 15-23-~./·~ •• : // 0.5 N. Of PROP LINE \.. Ft:NCE ON PROP ' "" ·-' (,. .... '!":: :~:::J,.<;.:/:> : '~(-.j' '.·.· / > .. ~ ~~~~~~:lMIS~: .. :.T!!~.!~~~~. u SUR~r.~ X..,, .... ,·::~~~L .?-·ESC_~.IPTl~-~,f'··· .. :>:-.:""·:-.. LEGEND ~ •::. ~ ·: .·:· •: .. ·' ··.:. e SET i"' X '24• REBAR WfYW..OW PLASTIC CAP' 2. Tl-iE LE0"'1. DESCRIPTION OF' lfffS PROPERTY WAS PR0'1111::m er JULIE w.roEHBm.1:1 ' ,;rcr~r 2.1.t.11 FEET Of' ,TfiE NORTH H~ OF THE NORlllEASt'·OOA':cW:.Jfu°™E-···· • STAMP[t;l "CORE 30427 ~:Te~~ TIT\.£ IN5URNICE COMPANY, APRIL 12. 200,, ON BDtALF Of'. 1 '·•1 .. h•·' Ngrn:~~1~<:""'tf~i~.:r:~~~~~G~DH 15. ., .. 'f'-t3 . '',•,+ SECTION CORNER ~ 3. THIS :SUR\O DOES NOT PURPORT ro SHOW ALL M,t,mRS WrtlCJi MAY ec o:CEPr Tl¢ NORTH lO Ftt"r\HEREOF" FOR cOUNTY no.-.o;·: ~·· .. \·,· a:.;. ,,.QIJAA~ srcnON CORNER N 01sa.osm ev A COMPLETE TlllE SE,',RCH. ~': J~c:?J ~ ~~ ,,J.k~s o;v~~~~:t~=~~~:TO 8~: eARB~ ~ll& FENCE ~ 4. PROPERTY AREA.:. PARCa A • 78.697 SWARE F[£f (±1.&oe! ACRES). SS23e4J; ''. ·, ·'' .·,1 • : ' •' ._·. ,:: ',', l~ PAfltn B • 47,347 SQUARE FttT {:1:1.08&9 ACRES). ~ g_,~J ~ ~NJ™ ~hW a:-e:w:rs~~~ ~~c:E~~o~ ._:·/"WF',·:: \f:RTICAL BO!flO FENC£ 15. TI-ilS SUR\JEY REPR' ~TS 'w'IS1Bl! PHYSICAL IMPRO'o'EMENT CONDITIONS EXlSTTNO 67092608113, e70U2Bi695, a1011SfaU,1 AND ~;i'01l260697.,-: .~·: .-.: Hwr _.::·HOG WIRE_~~CE ,_, ..... -...... ,, ••.•••• ~"f.:i~o1~~·1H~Rl~C:V200cr:~Ol~~OiJ:~• WAS RECO~m PAACEL D -':\.,. :? ._.:: .::· ,\.:: :·.-'" ... ,'' ·· ...... . e. AU. (llSTANCES ARE'. IN FEET, THE EAST ONE-HALF or THE NORTHE>.ST ONE-OU~~-OF' TI-I£ Nofi·~\!IEST .-.: ....... • u/'Z).~; .. •\:, · ..... . ONE-OUARrrR cw:' ?liE NORTH°l'IEST ONC-OUAATER OF 'DiE NORTH~ST .:· .~· . •:\.. ·~·: ;: .: •:, •. hi Ip i 11 w ~ < 0 ii: ;: cc w 0 >-I-Ui(/) 0 <( J: CX) z ,_ en l.J.. <(~<( 0 a:i~::: 0 ~w • <( [/) z a::: 3: u1 i=2 0 oOZ u J: NW <I-Ct: w a::: hi i1h • !9;.,. 'j ~ . "'l ij IH. U'ii~ CT.I \;""i _.. Q • :l-~~li ~I cc "'~· 0 ~l:, !' ~ ~ t:!~~ . > rsti ~ ~ i~H. ~ ~~ o" -. . ~~ ~~~ :~:S1:JC:s:1sOl='SErc~~\ts:;':SHl~~3K:.~ ;:~TY5 £., . rJN~~1g5:SE~~OtJ:·c~O::~ ~i~:~iC:.~~ 5 tAST, WM:, •• ~~-.:·,:·: :····· •••••• ·.-.-:::i· ,{;' .:._-: )5· ....... . WM •• •••• SCAL"E t) .... • •• '' SllUAT( IN THE COUNfV OF'KING, STA'TE Of' WASHINGTON. ::... , .... • '"..·,·,:··:,,;' ::· '. : 1-""1'= 40·:;. w I ~~ ~ r i ~ -d~! ~ ~Cl a: :.... -.s 1:4 w JLi~st~,3 t=· O.\:iji"'''!i!'j ·. 8. THIS IS A FIELD TRAVERS£ SUR~Y. A SOIOOA flVE SECOND El[CTROHIC TOTM. STATION WAS USED TO MEASURt THE o\NQJLAR it.HD DISTANCE RELATIOHSH!PS DE'T'MEN TkE CONT'ROUJNO MONUM[Nff,,TION AS SHO'M't. O..OSURE RATIOS OF ™E :~~ri~G Mi~~g~e:~sg~~~~ rr •:\~J.t~~~~ :~~~~E YEAR OF THE DA~ OF' THIS StmVEl'. 9. SET CORN[RS ON A LIME OfTSET J0.00 FEET EAST ANO 30.00 FEET 'M!:ST OF PROPERTY UNE IN ANTIOPA'!IDN OF POSS16LE FUTURE RO"° OED1CJ.noN PEA lliE REQUEST I.*° THE CLIENT. BASIS OF BEARINGS: N86'21' osi-w B~ THE MON\JM(NTS F'OUNO lN PLACE A.'f THE NORTHEAST CORNER AND NOAlli OUARTER CORM(R r.,; SECTION 1!1, PER Klf'tG COUNTY "'fRIAI.. SUR\.O' stCTION SUODl'-'ISION. :, ....... ······;.,,. i:· 20 .:·.~:o···,\···:: 60 .,,,/ / Liuil!!"t;.;;/1 ...... l •-, ..•. ·•• .:· .i· . .::: .-i:\ .... ,,_,.,..="' _._,._._..=::: ···· .... :: /··· ~ ~ 8. "". ·,!!'. ! u il! ,111 z•:·~ I il!a~i ..,1, .-:o tt. -~· ... J·· a: ~~~iJ. <' _2 .,/ 0 ;;~~.'o 1'i I'( :: 0 i::··\''" \ w ,:~~~ &~I -:;. _a: .:> l ~ "·:· ... ./! ) ; CHICAGO TI1LE INSURANCE COMP ANY 701 FllFI'lH A VENUE, #3400, SEATTLE. WA 98104 ORDER NO: ~002 PHONE: (1.05)628-5610 FAJC: (206)628-9717 . NG EVELOPMENT PLANNI D CITY OF RENTON YOUR NO: UNIT NO: 001111901 RIBERIA-BALKO/GWC INC. 06 R LOAN NO: C!!AR ·~ 5 2004 ~\Et\EiV\ED SUPPLEMENTAL COMMITMENT ORDER REFER.ENCE IHPORMATXON SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDR&SS: 1 RIBERA~BA.LKO ENTERPRISES FAMILY LIMITED PARTNERSHIP GWC INCORPORATED WASHINGTON OUr Title Commitment dated 07/31/03 at 8:00 A.M. is supplemented as follows: s PARAGRAPH NUMBER(S) 7 OF OUR COMMITMENT IS (ARE) ELIMINATED. :r THE FOLLOWING PARAGRAPH($) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: r, PARAGRAPH NUMBER 13: v 1. GENERAL AND SPECIAL T.AXBS AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF IV FIRST HALF UNPAID ON MAY 1, SECOND HALF DEL!NQUENT IF UlllPAID ON NOVEMBER l 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 152305-9047-07 2146 $ 115,000. 00 $ 0.00 BILLED:$ 1,334.32 PAID: $ 0.00 UNPAID: $1,334.32 THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JULY31, 2003, EXCEPT AS SHOWN ON SUPPLEMENTAL(S) 1. SEE NEXT PAGE FEB-26-1999 FRI 11:44AM ID: PAGE:2 z MARCH 4, 2004 FEB-26-1999 F"RI 11:44AM ID: · @·003 ! . CIDCAGO TITLE INSURANCJB COMPANY !.i Order No.; 1111901 ) Your No.: RIBERIA-BALKO/GWC INC. UnitNo.: 06 . I SUPPJLEMJENT4L COMMITMENT . (C$timled) I I I !. I AU'l'HORIZErl BY: DAVID P. CAMPBELL I ' "! . I i ! i I I i ' i ! I PAGE:;3 ·i vv_!v~,,vv" 1-.1.~o rnl\. a+£~ o.:>1 uillo1 ~n~~~bU t~~HUW HtLLtVUt ~ 002/010 CH, . AGO TITLE JINSURANCE C-~ ANY \.....-,ot PIPTH AVRNUJ?.. #1800, SEATILE. WA 98104 '--/ True Unit; U-06 Phone: (206)628-5610 AL. 'll' A COMIMll"JI'MENT SCHEDU1LJE A FD: (206)628-9717 Of!mceir: SA VIDIS/WAGNER/CA.MPBlfilL Order No.: 1111901 Youir No.: RJDBERIA~B.All...KO/GWC INC. CommitmentEffeaive Date: .OULY31, 20m 1 . Poocy or Po11icics to be ~ued: at 8.,00 ~- ALTA Owner's Policy 1992 STAND.ARD GENERAL SCHEDULE RATE Proposed imured: . GWC INCORPORATED Policy or Policies to be issued: ALTA Loan Policy ALTA Loam Policy Proposed Jhmswed: PRBMIUM APJP'UCABLB BBrWl3EN $380,001.00 • $400,000.00 Amount: $400,000.00 Premium: $1, 2ss. 00 Tax: $ 110. 44 so.oo Amcnmt: $0. o o Premium; Tax: 2 • The estate or interest in the land which is covered by this Commitment .is: FEE SIMPLE 3 • Tille to the est&re or interest lo the Janel is at the effective date hereof vested ·in: RIBERA-BALKO ENTERPRISES FAMILY LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP: 4 • The bnd referred tom thi. ... Commitment is described as follows: SEB A'ITACHED LEGAL DESCRIPTION EXHIBIT !WiH&tMiU@W , I EE iri@r\55f) ¥ii4ii&SJS¥d¥ &&Wffi#l#e+ ii AWA&+ SEP-4-2003 THU 02:23PM ID: . ·---PAGE:2· ·---- ) ·__,.· CHICAGO TITLE INSURANCE COMPANY A.LT .A. COMIMJ!TM:lBNT _S~~A OrderNo.: 1111901 Your No.: liiJJilmW\al:Ullda)/(allC DIC, LEGALDESOWPTJONEXHmlT (Puagroph 4 of Schedule A~) ~ Yvviv •u NORTH HALF OP THB NORTHEAST QUARTER OP THE NORTHWEST QUARTBR O'P TtiE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THB WEST 277.S FEET AND EAST 135 FEET THEREOF; AND EXCEPT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 5773188_ SEP-4~2003 THU 02:24PM ID: PAGE:3 .- ·~ I ~ ~ ~ . ffi .. ru .. . ~ ~ 1-f' 0 ·~ ~ J fH I i l ,~,; i if IJ i JI~! il i ,~ J[ij. t. la.; 11 I iif t-~a 1~ fl r q.~ Q=J-I H! l f.! ; ~ I{} i JJ IJ t If. { ~, J · f; ~ i H Q • 1 rf , ~ r l ~ . H·. t. ~ f j 1·· . i l . t 1 ! . i I· o ij tJ t 1: ,1 · e r t 11 a d ~ f[.. j~ t r r• ! i F-i ,. f ,. C ~ ( -/ ~ i i~.E :i ! ), ~ ~· • Z C 8 "1 M s I ( I ~ Q a M gj 8 ~ I . c~ ~ ~ ~ ,} 11 I : •! · t i , -. · · .n-l r . l lJ · t ·f it i ! , I]. , 1, r z z r, t 'I I I ~~. 1 rl , . 2 s ~ l f. Ii '. ~ ~· ,~ 0 ; .f I 0 p-1 • g ,~ .f f ;-i i J . ' I§ 0 0 ,i:.· ' 0 .... 0 ,, .,..,_., ...,._-,.1 L.YYu ,..., _ ""~-1 n" ·Af'L~ o.:,.a .:,uio I CHIICAOO Tl1TLB INSURANCE COMPANY AL 'Ir A OOMMJITMIEN"lr SOIBDULEB (~ ) OnlerNo.: 001111901 Your No.: 1. BASrl\4ENT AND THB TERMS AND CONDITIONS THEREOF: GR.ANTES: KING COUNTY tgi 005/010 PURPOSE: AREA AFFECTED: RECORDED: UTILITIES AND DRAINAGE FACILITY THE NORTH 3 FEET OF SAID PREMISES J0NB 23, 1987 RECORDING NUMBER: 8?0623052? SAID EASEMENT SUPBRSEDES INSTRUMENT RBCO.RDED UNDER RBCORDING NUMBER 8704060417. c 2. RESBRVATIONS AND EXCEPTIONS CONTAIN1ID !N DRRJJ PROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUC'H·PORTIONS THEREOF AS ARE OR MAY .BB MI.NBRAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THB USE AND nm RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUbID AS MAY BB NECESSARY FOR GROUND OPERATIONS Alm THB RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINililG COAL.OR IRON. FOR THE PURPOSE OP' EXPLORING. DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 79509 ~ . 3 • RELEASE OF DAMAGE AGREEMENT ANO THE TERMS J\ND CONDITIONS THEREOF: BBTWBBN: ANO: RBCORDSO: RECORDING NUMBER. GEORGE B. COOK AND MARYL. COOK KING COUNTY AUGUST 26, 1964 5778918 REI.BASING KING COUNTY FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: IMPROVEMENT WORK ON SOTJTHRAST 128TH STREET. B 4 • AGRBKMBNT AND THE TBRMS AND CONDITIONS THEREOF: SEP-4-2003 THU 02:25PM ID: PAGE:5 BETWREN: AND: RECORDED: CHICA.GO TITLE ilNSURANCE COMPANY ALT.A.CO~ SCHEDULED (Corntmmru>.d) Onlcr No.: 1111901 Your No.: a~-ur.im/mrc me. SJPiBCIAL EXCFPTIONS RECORDING NUMBER: CITY OP' RENTON CENTBX HOMES ~RIL 20, 2000 20000420000998 ~006/010 REGARDING: LATECOMBR CHARGES RELATED TO nm INSTALLATION OF CERTAIN WASTEWATBR SYSTEMS AND APPURTENANCES THERETO v 5. RIGHT TO MAKE NECESSARY SLOPES FOR COTS OR FILLS uPON PROPBRTY HERBIN DESCRIBRD AS GRANTED IN DEED: · GRANTEE: RECORDED: RECORDING NOMSBR: KING COUNTY AUGUST 12, 1964 ST73188 6 . PAlMENT OF THE REAL ESTATE BXCIS:S TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOONDARIES OF LOCAL TAXDIG AUrHOR-ITY OF CITY OF RENTON. PRESENT RATE IS 1 . 7 8% •. ANY CONVEYANCE DOCaMENT MUST BB ACCOMPAN.IED BY TIIB O:FFICIAL WASHINGTON STAT£ EXCISE TAX AFFIDAVIT. THB APPLICABLE EXCISE "l'AX MUST BB PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVBYANCS DOCUMENTS. 11 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: SEP-4-2003 TI-IU. 02:25PM ID: 2003 152305-9047-07 2146 $ 110,QD0.00 $ 0.00 BILLED:$ 1,233.09 PAID: $ 616. 55 DNPAID; $ 616.54 PAGE:6. YU/Y~1LVV~ ·~.~~ rn~ ~L~ O~I ~VOi ,,. CHICAGO TITLE INSUJRANCE COMPANY ALT.A. COMMITMHNll" SCHEDULED (~ OrderNo.: 1111901 Yom No.: imtmtA~/lllllfJ: ac. ~007/010 8. TB.RMS AND CONDITIONS OF TIIB PARTNERSHIP AGREEMENT FOR RIBERA-BALKO ENTER.PRISES FAMILY LIM!TBD PARTNERSHIP. NOTB, A COPY OP THB PARTNERSHIP AGREEMENT, AND AMHNDMBNTS THERETO, IP ANY, MOST BE SUBMITl'BD. 1t 9. ANY CONVBYANCB OR MORTGAGE BY RIBERA-BALKO ENTERPRISES PAMILY LIMITED PARTNBRSHIP, MOST BB EXECUTED IN ACCORDANCE WITH THE PARTNBR.$HIP .AGREBMmlT AND BY ALL THE GENERAL PARTNBRS AND THBIR RESPECTIVE SPOUSES AS OF THE OATB OF ACQUISITION, OR EVIDENCE MUST BE SUBMITl'BD THAT CERTAIN DESIGNATED PAR'l'NBRS HAVB BEBN AOTHOl'tIZBD TO ACT FOR THE PAR'IWBRSHIP. 10. MATTBRS OP RECORD, IP ANY, AGAINST THE NAMES OP nm UNDISCLOSED GENBRAL PARTNBRS OF RIBERA-BALKO ENTERPRISES FAMILY LIMITED PARTNERSHIP, 111 · 11. TITLE: IS TO VEST IN GWC INCORPORATBI>, MD WILL THEM BB SUBJECT TO THE FOLLOWING MATTERS SHC:>WN AT PARAGRAPH (S) 12. 111 12. WB FIND NO CORPORATION UNDER THE NAME OF GWC INCORPORATED ON THE LlST OF ACTIVB CORPORATIONS IN THE· OFFICE OP THE SECRETARY OF STATB. IT MAY NOT BB A LRGAL ENTITY CAPABLE OF HOLDING AN INTEREST IN REAL PROPERTY. EVIDBNCB OF THE EXISTENCE OF SAID CORPORATION MUST BB SUBMITTED. o NOTB 1: BFFECTIVB JANUARY 1, 1997, DOCOMBNT FORMAT AND CONTBNT REQUIREMENTS HAVB BEBN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH 'l"HE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCOMENT BY THE COTJNTY RECORDER OR IMPOSITION OF A $50. 00 SURCHARGE. FIRST PAGE OR COVER SHEET REQUIREMENTS: 3 ° TOP MAR.GIN CONTAINING NOTHING EXCEPT THE RETURN ADDRESS. lff.SIDB AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. TITLB (S) OF DOCUMENTS. . . RBCORDING NO. pF ANY ASSIGNED, RELEASED OR REFERENCED DOCOMENT(S). GRANTORS NAMES (MID PAGE NO. WHERE ADDITIONAL NAMES CAN :BB FOUND). GRANTEES W\MES (AND PAGE NO. WHBRB ADDITIONAL N.AMBS CAN BE FOUND). ABBREVIATED LEGAL DESCRIPTION (AND PAGE NO. FOR FULL DESCRIPTION). SEP-4-2003 THU 02:26PM io: PAGE:7 ) CHICAGO 11TLIE llNSURANCE COMPANY AL.TA 00:MIMJ!TMlENT SCBJEDULEB (Cmmnalned) Order No.: 1111901 Yow No.: ~limLBD/en.c me. SPEGAL :mtC.HPI'l[ONS ASSESSOR'S TAX PARCEL NtlMBER(S). RETURN ADDRESS (IN TOP 3" MARGIN). ~ 008/010 *"'A COVBR SHBBT CAN BB ATTACHED CONTAINING THE ABOVE FORMAT AND DATA IF THB FIRST PAGE DOES NOT CONTAIN ALL REQUIRED DATA. ADDITIONAL PAGES: 1a TOP, SIDB AND BOTTOM MARGINS CONTAINING NO MARKINGS OR SEALS. ALL PAGBS: NO STAPLED OR TAfED .ATrACHMENTS. BACH A'lTACHMENT MUST BE A SEPARATE PAGE. ALL NOTARY AND OTHER PRESSURE SEALS MUST BB SMUDGED FOR VISIBILITY, FONT SIZE OF 8 POINTS OR LARGER. ALL INFORMATION MUST BE LEGIBLE AND CAPABLE OF BEING IMAGED. ' THE·FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL.DESCRIPTION ON THE OOCOMBNTS TO BB RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65. 04. SAID ·ABBREVIATED LEGAL DESCRIPTION IS NOT A .SOBSTITOTE FOa A COMPLETE LEGAL D.SSCRIPTION WHICH :HUST ALSO APPEAR IN THE BODY OP' THE DOCUMENT: PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OP SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. SEP-4-2003 THU 02:26PM ID: PAGE:8 , nn ..,,..., vo1 v'"'UI. ~niunau c~unuv DCLLCYUC CHICAGO TITLE INSURANCE COMPANY A.LT.A.~ SCHEDULEB (~ Order No.: 1111901 Your No.: aDmt:a-MUD/mcc xi:ic. THE FOLLOWING PARTIES HAVE BBBN SBNT A COPY OP THIS COMMITMENT: CTI/PAULA ADAMS 10500 N.E. 8TH STRBBT, SUITE 17f;0 BRLLEVCJE. WASHI.5GTON 98004 PAOLA ADAMS (425) 646-9882 GVA KIDDER MATHEWS 500 ~108TH AVE. NE,#2400 BELLKWE, WASHINGTON 98004 TIM 01 KANE 1/1 (425) 45i-7040 GWC INCORPORATED 24633 N.B. 133RD STRBBT DUVALL. WASHINGTON 98019 3/2 TBRRY DEFOOR 1/1 RIBERA-BALKO £NTBRPRISES FAMILY 16400 SODTHCBNTER PARKWAY, SUITE 308 SBATI'LB, WASHINGTON 98188 DIANA RIBERA 1/1 SEP-4-2003 lHJ 02:27PM ID: ~ 009/010 PAGE:9 t.,11..t.~nuu t;.~\,l'\U11 DCLL~ 11Ut . rm 0101010 ) -CHICAGO THlt:;:: INSURANCE COMPANY ~- 701 AfTH AVENUE, #1800, SEATIILIE, WA 98'8.04 PHONE: FAX: IMPORTANT: This is not a Survey. J!t is fmmshed as a convenience t!:O iocaJtia the fand m(licated hereol!II. wit.h refett111ce to st.rub al!ld other luad. No liability is ~ed by ireasom. of veliucc hereon. fiN .. ,J~-4 ,Jc't 2 1* SE 128TH ST t' ~7 O"'-Vol,Q No ~L ".-·:I~ . b • ~ m . , j .. ,,... .. '·@ .. SEP-4-2003 THU 02:27PM ID: 1(-ZJ~ ' I ' k ,II. i NSB-RI-OS 1 '!' :T . "' ~ "'I .. ~. ll). I .. D12v121.o PACIFIC NORTHWEST TITLE COMPANY c,.,.;:o""'tAJrp OF WASHINGTON, INC. 'f: Ff, HJ\I. 215 Columbia street /bf, . 'E:IVfo,/ViNG Seattle, Washington 98104-1511 "4/? 0 5 2/J Senior. Title Officer, Julie Goodman. (juliegoodman@pnw~[1f?i~ · ~f Assistant Title Officer, Kathy Turner (kathyturner@pnwt. c~JrJf§jrn Assistant Title Officer, Peter Child (peterchild@pnwt.com) l!:!J AGENT UNIT unit No. 14 FAX No. (206) 370-4916 Telephone Number (206)370-4914 ReMax 19201 108th Avenue Southeast Renton, WA 98055 . Attention: Tim Burkhardt Your Ref.: REL Estate Properties 152305-9033 Title Order No.: 559424 A. L. T. A. COMMITMENT SCHEDULE A Effective Date: February 26, 2004, at 8:00 a.m. ·· 1. Policy(ies) to be issue~: As on Schedule A, page 2, attached. 2. The Estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: G. W. C. INCORPORATED, a Washington corporation (NOTE: SEE SPECIAL EXCEPTION NUMBER 9 REGARDING EXECUTION OF THE FORTHCOMING DOCUMENT(S) TO BE INSURED). 4. The land referred to in this commitment is situated in the State of Washington, and described as follows: As on Schedule A, page 3, attached. ) A.L.T.A. COMMITMENT SCHEDULE A Page 2 Policy(ies) to be issued: ALTA Owner's Policy Standard (X) Extended ( ) SHORT TERM DISCOUNT RATE Proposed Insured: TO FOLLOW Amount Premium Tax (8.8%) Order No. 559424 TO BE AGREED UPON NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. (Schedule A, continued) ) A.L.T.A. COMMITMENT SCHEDULE A Page 3 ) Order No. 559424 The land referred to in this commitment is situated in the State of Washington, and described as follows: The east 105 feet of the north half of the northeast quarter of the northwest quarter of the northeast quarter of Section 15, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 42 feet in Southeast 128th Street; AND EXCEPT the east 20 feet thereof in 144th Avenue Southeast. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal de_scription on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn. NW~ NE* 15-23-05 ) ) PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule.B Order No. 559424 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the granters or mortgagors of .the full consideratiol} for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 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. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government . . 6. (a) Unpatented mining· claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection; maintenance, capacity, or construction charges for sew!=r, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. SPECIAL EXCEPTIONS: A.L.T.A. COMMITMENT SCHEDULE B Page 2 NOTE FOR INFORMATION PURPOSES ONLY: Order No. 559424 EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, l" ON SIDES AND BOTTOM -l" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN l" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14". NO ATTACHMENTS 9N PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S~TAX PARCEL NUMBER(S). (continued) ) A.L.T.A. COMMITMENT SCHEDULE B Page 3 ) Order No. 559424 SPECIAL EXCEPTIONS (continued): 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: King County, a political subdivision of the State of Washington Road Lying northeasterly of the arc of a circle having a radius of 25 feet, said circle being tangent to a line 42 feet south of and parallel to the centerline of S.E. 129th Street and tangent to a line 30 feet west of and parallel to the centerline of 144th Avenue S.E.; together with the east 10 feet of said premises RECORDED: RECORDING NUMBER: October 6, 1987 8710061104 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: REGARDING: Robert E. Levy and Gertrude S. Levy and King County October 6, 1987 8710061105 Agreement to reconstruct driveways 3. LATECOMERS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: The City of Renton and Centex Homes April 20, 2000 20000420000998 NOTE: The amount of the latecomer's assessment for said premises is $8,034.95 plus interest and penalties, if any. (continued) ) A.L.T.A. COMMITMENT SCHEDULE B Page 4 ) Order No. 559424 4. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: Reserving and excepting f~om 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 mining 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: 79509 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 5. Right to make necessary slopes for cuts or fills upon property herein described as condemned in King County Superior Court Cause Number 632233. 6. CITY OF RENTON ORDINANCE NO. 4612 ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES: RECORDED: RECORDING NUMBER: June 21, 1996 9606210966 7. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: 2004 152305-9033-03 2146 CURRENT ASSESSED VALUE: Land: $76,000.00 Improvements: $1,000.00 AMOUNT BILLED GENERAL TAXES: $888.94 SPECIAL DISTRICT: $5.50 TOTAL BILLED: $1. 59 $5.00 $901.03 PAID: $0.00 (continued} TOTAL DUE: $901.03 A.L.T.A. COMMITMENT SCHEDULE B Page 5 Order No. 559424 8. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: AFFECTS: G. W. C. Incorporation, a Washington corporation Chicago Title Insurance Co., a corporation REL Estate Properties LLC, a Washington limited liability company $155,000.00 September 2, 2003 September 9, 2003 20030909001857 Includes other property 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. 9. Evidence of the identity and authority of the officers of G. W. C. 'Incorporated, a Washington corporation, to execute the forthcoming instrument must be submitted. 10. Payment of Real Estate"Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1. 78%. 11. Right, title and interest of REL Estate Properties as disclosed by application for title insurance. 12. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclbsed by a search of the records against their names. 13. Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying on this commitment' that we will not be required to approve any policy amount over $100,000, and our total liability under this commitment shall no,t exceed that amount. (continued) ) A.L.T.A. COMMITMENT SCHEDULE B Page 6 Order No. 559424 NOTE: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 plus tax of $4.40. END OF SCHEDULE B Title to this property was examined by: Nancy Nash Any inquiries should be directed to one of the title officers set forth in Schedule A. cc: Pacific Northwest Title/Renton/Kim Plischke NN/20030909001856 ) Portion NW X NE X 15-23-05 W.M. ~. ~B ~ .. ,!l"?o ,i .~.,, •: ,~z.11,1 H ... fl7S' PACIFIC NORTI-IWEST TITLE Order No. 559424 Company of Washington, Inc. IMPORTANT: This is not a Plat of 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. I i I \ I \ ' N ; I ,. 2UU3U~3000U:Z85,001 Filed for Record at Request of: ALBERT & SLATER, P.S. 202 South 348th Street Federal Way, WA 98003 Reference# GRANT OR: GRANTEE: E1991737 8111/39/2"3 19:34 KING COUNTY' I N ~ se:e, QUIT CLAIM DEED PATRICIA K. BANASKY HOWARD V. BANASKY PAGE 901 OF 001 LEGAL DESCRCPTION. STR 152305 TAXLOT 45 E 1h OF NE 1/ 4 OF NW 1/ 4 OF NW 1/ 4 OF NE 1/4 LESS CO RDS LESS C/M RGTS ASSESSOR'S 1 AA PARCEL ID#: 152305-9045 THE GRANTOR, PATRICIA K. BANASKY for and in consideration of: Decree of Dissolution m Kmg County Supenor Court cause No. 01-3- 01052-6 KNT conveys and quit daims to HOWARD V. BANASKY the following descnbed real estate, situated m the County of Kmg, State of Washington, 1ncludmg any after acquired tJtle: THE EAST ONE-HALF OF THE NORTHEAST ONE-QUARTER OF THE NORTrlWEST ONE· QUARTER OF THE NORTHWEST ONE-QUARTER OF THE NORTHEAST ONE-QUART"t:R, SECTION 15, TOWNSHIP 23 NORTH, RANGES EASTW.M.; LESS COUN1Y ROADS; AND LESS COAL AND MINERAL RIGHTS, SITUATE IN KING COUNTY, WASHINGTON. ~ . ~_1 DATED:.;)..._f~ ~ · ,2003. O~VMPMENT PLANNING · CITY OF RENTON MAR 0·5 2004 •.. . ~(€(C~~~~f0) QUIT CLAIM DEED Page 1 of 2 IC!V>~ ORlGlN.AL ,,~ --.-. 904.S- 20030930000285.002 b . ·,· jl '"" / "'·: . , l STATE OF WASHINGTON ) ) ss. County of Kmg ) QUIT CLAIM DEED Page 2 of 2 KN~ :I 8 '11 ·, :·:r'.; -\~~~-::,,;.,."'")_~· /,t .. '-·· ·-. :. ~ .· .... ·• ... ""';.•.-;• :-·~•.v,-.·.,.~-. ~,•.··:: ~~-,-_~.-.. '!' :• ,r .. .., !••-,r··-•~:-:·:·:'f"f'.•~!j""~· :"'.!,.(.":.* After recording return to: WARREN, KELLOGG, BARBER, DEAN & FONTES, P.S. P. 0. BOX 626 RENTON, WASHINGTON 98055 • DOCUMENT TITLE: PERSONAL REPRESENTATIVES' DEED REFERENCE NUMBER OF REIATED DOCUMENT: n/a GRAlffORCSl: BJUUlSKY, Estate of Ruth B. by Patricia A. Banasky and Howard V. Banasky, personal representatives ADDITIONAL GRANTOR(Sl ON PAGE: n/a GRANTEE(S): BANASKY, Patricia A. and BANASKY; Howard V. ADDITIONAL GRANTEE(Sl ON PAGE: n/a ABBREVIATED LEGAL DESCRIPTION: 14037 S.E. 128th Street, Renton, WA ADDITIONAL LEGAL DESCRIPTION ON PAGE(Sl: 2 ASSESSOR'S TAX/PARCEL NUHBER(S): 152304 9045 09 PERSONAL REPRESENTATIVE'S DEEP 1. GRANTOR. The undersigned Granters, Patricia A. Banasky and Howard V. Banasky, are the duly appointed, qualified and acting Personal Representative of the Estate of Ruth B. Banasky, Deceased. 2. ~. Ruth .8. Banasky died on February 21, 1997. Patricia A. Banasky and Howard V. Banasky were appointed Personal Representatives on March 7, 1997 in the State of Washington Superior Court for King County in Cause No. 97:..4-01237-JKNT (the "probate proceedings"). 0 0 • 0 0 • QI N ,0 n-ai It) .. w ~ PERSONAL REPRESENTATIVES' DEED -1 -· ----· -·-~-:·:.·:-:~?( ·/.-f};:~~r~~:7; ·"-~--· . . ··-.... ~, --· ..... _ , -·-.-··. ·:::· -·-:,-.... ,:r. .... ·~~ ::-.-:.~~::·::,i--, ..... • 3. HQNINTEBYENJ'ION PQHBRS. By Order of Sol~ncy entered on March 7, 1997 in the probate proceedings, Grantor was autho1:ized to settle the Estate without further court intervention or supervision. 4. DESCRIBED PROPERTY. Included among the property of the Estate of l\uth B. Banasky, Deceased, was decedent's interest in real property described as follows (the "Described Property"): The east one-half of the northeast one-quarter of ·the northwest one-quarter of the northwest one-quarter of the northeast one-quarter, Section 15, Township 23 North, Range 5 East W.M.; less county roads; and less coal and mineral rights; Situate in King County Washington· 5 , CONVEYANCE Of DECEDENT'S INTEREST IN DESCRIBED PROPEB'U. Granter hereby bargains, sells, and conveys to Patricia A. Banasky and Howard V. Sana.sky, share and· share alike, all. of Grantor's interest in the Descrjbed Property which interest represents the decedent's interest in the property at the time of decedent• s death. 6. LIMITATION OF COVENANTS. Granter expressly limits the covenants of this deed to those expressed herein and excludes all covenants arising or to arise by statutory or other implication. The obligations of the Grantor expressed herein are the obligations of the Estate of Ruth _J3. .Banasky, and not the Personal Representative, personally. Dated: September i3rl, 1997. as Personal Representativ Estate of Ruth B. Banasky, Deceased, and not in their individual capacities PERSONAL REPRESENTATIVES' DEED - 2 ' ' ;;,r·'".,,,_~~;~.w,,.,, , ,... \ ' ........ • STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that PATRICIA A. BANASKY is the person who appeared before me, and who signed this instrument·, and on oath stated that she was authorized to execute the instrument and acknowledged it as the, co-Personal Representative of Ruth 8. Banasky to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. ss COUNTY OF KING I certify that I know or have satisfactory evidence that HOWARD V. BANASKY is the person who appeared be-fore me, and who signed th\s instrument, and on oath stated that hews authorized to execute the instrU111ent cllld acknowledged it as the co-Personal Representatives of .Ruth B. Banasky to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: /)f(t1,18ef--J ,.,. Septewher _:, 1997. Notary Public in and Washington, residing CarolaM HugllaS I J. My appointment expires: LI 1v 4a PERSONAL REPRESENTATIVES' DEED -3 "~1~· • ~ .... , ::i, lii,./.J:i,Oa:!t. <s,·"""' ·,": ... -~t • • ~ r r ;.J ·• l ..• I f I • .. 'l."t1111fNlrrtl -r,•illt Rer,,r,/, Gm fllll llr--1 ~ol Partis; ad~ ftr1ID,f lJl'JJn l'llltr ~; and /!ea!&. I IJIIIIP'o:., M. F. W. I · ,. J DEED ' .... r.T::. ,{ .~F-'J. Vo!. /' ( ,. ' ..• ,v ,, ' I{ No,tlun& Adfic Railroad Com-ams. a LOT I ; .• j>Qny "co,P u,ul Adef CP11g. r.nlillri •-----·--· ·· · D.No. I' .. ------·,-- ·-·-·-------''A11 Ad Granli1fr Lds to aid;,, S"-t --·--·,-·'.-t,--- IA, anu!ntan of a R. R. and Teig. 1 Dav I lVIo. I Yr. / :. / \\ · Liu fn,,,a Lil Sup lo Pugd Sd on _,_ ----a/ f11de.x ~ IAePai. Coast6ytluNorlh11 rt1r1/e." ~ '-}_ _2 1 -q .I.. ---·-f __ f. ___ "--1---------.__; a/>pvd July :i-!~ ~°J,{ LT -,--. I '. ' uz. I ._\ - ! y0;e;'_!a~"::!.i":!.'r!i x_N;· _fl_L_ED_.._1-_._i_--.... r_f.v_--~:-_..,.1_-;_~; .... · __ , .... _I ___ : ____ --;----ffl. "Y) )J;:-;~-;;;;;. Tnutee uu mlg. D" D. of Tn,st .Aek'tl al c &--Co, i\iNQ r,mt·. N. J I .lLUS / O « .... -~,, r., ..I \ mtMie 6y F. p., Did /an. 1-81, S. p. •------. --------··-~ -· , " · Ii. . .._ F. ,.. µr Vict,-P,nt si,rau,fl OQ Ill >-l -Y -f "---1 ft; H_F L N J,.""IU/r, • l> f I~• /O /;_.;, ~.J' S.t,.:r:'•i:~/'tr.ts,,r,.,•f'.MJ (zl ,;--,' 'f-,,,.-, ___ l1L_:r -____ : _ , ("-UT 1'/ Dtw/a , · · · /,/ r 1 fi 111 -.,.,. · v I' L • _, ,,. ,R: • · .,..,..,.. ~ t 11lli. > . r/r', .Cl.A......' /(() • / C ~V..d LOT or e J. ,., • ,,, l nD "'" .-,s ".u·i-~ ..... .t ( --; ; { ~--I . <1<} .-~(,'' . Jf> (Q!•<:r) --·-·· ------·--·--·-·· ··-----• ·· I BLOCX !------=-----------~-=---·-_-_-:_-_-_-_..~; . . ,~----~~------.,'--~~~----,.~--~--~-~--~~------~~----------------~-.:..~--~----~------~_._.Jr l ·--·------·--··-·---• _ ......... IL----... ·-.--·----- ··-----·-----------" ' ··-·-.~ -~~ -) ( NOHTHE1<S 1-"'AClr"'tC: L>r..:.1<.u. !•onu t.,I, r\., r.: :--; ._ ~· ·"'~ 'f' •.• ·1 WAos. Fp und 1d Act of Cong. is grantra of certn Ids ic St. nf W. & md fo ~;, a mla oj .,d Ids in 1ru11t J11r P"!Jl1 .. -l1'rrs nMittl, :lt4 Jan 1-81 recd in r1/Jice of Seetu n/ Interior at Wa.~hin9fon, and 111/u1.~. it iR pr(Jl}idd in ~d mtg that.ahaU alfUI Umea be tJl liberty to ,ell any of sd, ids. not beJ. appr,u11ed ut1lu,:. & upon dPposit of pror.eeu.s ,uith Sp it ,hall rm tllfiltl ,o ,old ci pd for, from lien of ,d mtg: and, wha.,, Fp ha:; sold ,'Ip the ld hir,/!r dscbd /. fi 11f sd rr.tg,for price "I· r ape/d bg not less than appraised ualue approod by Sp, and SJHI. . as bel·ome party Ju:ret,1 /or the purp.~ of rtltaso ld h lf'IJrm lim of •d mtg: \.• . ..-., Ni ·· F & Sps 1>11 uirtw, of powere in sd mt11, and in cnns n/ $. (,.· ~ 0 t11 F. p & by it "1 <iip pd, Dfl. g b:. a,. r. c tu lwt,.f/18/olg des. ld in Kl' W: (ouerj Y,. Riihg & uq,tg /rm 11d. dscbd prems, so much & sch part, thn.f 11s arr or ma11 be minnal id:;, or rrmta11, eoal n, iron cf J..~, t&lso:iii'.uu of isela ,ur/w:e ard ac rntl'I bs neeessarg for mininq npmztns & the rt of ncce.,11 for purp, of e:zpioring dt:uel--• np"'·"·••· .Mdal10 R. .., · -.i'Jli II strip o~d eztda thro ihe sm for •12.murh of sd strit ~( 11 a:. mag be wit'ii11 ;id rue~t11t1.1 · w,;/ of .. ,: ._300/t o ad. n/'tlu;u l of Nor. As:-../l._R 11r any n~nches, ~ed/or rl or '-1:. o4 ·J(:: hs l of ,d or any brif1u:h has bn, or s~e. located on, or within les11 1'tub 200 ft , -. ..-'· ·.ee cl cir of all encrimbranees -:zcpt t,us and a11seumt11 nccrd sinetJ .. __ c/.. ~/· jllJJ6n the C(JII- : eruatns aforsd.; G. W. bg F. p. zept taxs & as,e.umts as a(or1d. · . . ,.,. ·. ,,!'~"'" ''"" ,. b, '"''"' .... ,,., .. ,.,,,,,,;,, ,...,, '""'· . --·:. •' t·· · ' ! N,ftffTHERN PAr;JF_,JC RA!LROAD COKJPAHY. " .. . . il.@1 . / .• . -~· .-i _ ~-~ a i. R11 .•'./.I~~ dJt:.l/.__~~Vice-Pm,ideru. i -r!f'J!. ,-I J'" ~ ",// fc· '-_,.J AUr.~t: __ .L/<l_.~·°"r. ~t__:./ ... Stcg. fENTRAL_JJfUS'f.--~~OMPA,VY OF Nf)'' YORK I lr11stee1 By b . ...--:'-,,. :.~ ~ 4it:-~ 2nd Vic::-Prest. , /, ,I,-I . , ~ ~ .,:/· ;, 1:.: <(·.: · Alte•t .. >7~/r / .I ' t ;-Lo-1::· ~-:.r-.... S,rg. .-JJ . ;:tf ~ - . . • •J ··-'•. ·-· ,) . CERTlflCAlE 8, the c:;:·i:rsigned, ~ aerie of the City of Ramon, Ww.ingtcm, certify ttiat tb1s &s a true and correct copy of_ /. Subscribed a!fld 92.1, CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 AB ORJ>DtlNCE OF '1'BB CITY OF llENTOR, WASB I NG'tOlir I ESTABLISHI:NG Alf ASSESSMERT DISTRICT PO:R SARI"J.'ART SBWD. SERVIC'B Dl A POB.TXOl? OP TBE SO'IJTII BIGllIJ.NDS, BEAT!Qm DODS, AND RAPLBWOOD StJB-BAS:INS AND ESTABL:ISHDTG TD AHOUlff OF THE CIIARGB UPON CONMECTION '1'0 nm P'AC::tLI'!'IES. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS P'OLWWS : SECTl:ON I:. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by the East Renton Sanitary Sewer Intercept.o:r in the northeast quadrant of the City o: Renton and a portion of its urban growth area within uninco~orat.ed King CoWlty, which area is more particularly described in ~ib.it "A" attached hereto. A map of the service area is attached as Exhibit "B." nie 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. SJC"EIQH II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties I t ij ... :s ~ ~ .... """ ..., § s -... .... i ""' en c:, ·~ r-::IC i ...,. .i ~ • ~ .... i = i Q j I I I . I • t ' J l I j l j I f ! • < I .I l I I 1 ·O l ,. ) ORDlNANCE 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 d~elling 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 "A" and which boundary is shown on the 'm2.p attached as Exhibit "B." SECTION III. In addition to. the aforestated charges, the:?:"e 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 IV. This ordinance shall be effe,ctive upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE CITY COUNCIL this· l.Q.:tll day of_-'J,._u""'n=e=--__ .,_ 199.6. City Clerk 2 ) ) / ORDINANCE 4612 APPROVED BY THE MAYOR ·this ~ day. of __ J_u_ne _____ , 1996. ·Appro~as to form: .. o<~~~ .. 2·- Lawrence J. Warren, City Attor:ney Date of Publication: 6/14/96· ORD.576:5/20/96:as. I i i I I j j I i I I ! l I I I I i i i· I i l i :1 f l i j I Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DBSTRICT FOR THE cmr 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 SE 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 114 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, Tovmship 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 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 ¥.i of said Section 9; thence East along said South line to its .intersection with the cent.erline 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.z of the North lh of said Section 1 O: 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~ 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. " j I l i j i f 1 1 • ......... • •• + .. _ »:;c...........z;;.c.;: tu www .• a.:. . .. a _,..-!™I += w Legal Description of the Special Assessment District !gr the City of Renton -East Renton Interceetor Section 11, Township 23N, Range SE W.M. All of the Southwest 114 of Section 11, Township 23N. Range SE W.M.. Section 14, Township 23N, Range SE W.M. Page2of3 · All of that portion of Section 14, Township 23N. Range 5E. W.M. described as follows: All of the Northwest 1A of said section, together with the Southwest ~ of said section, except the South 1h of the Southeast 'A of said Southwest 1A and except the plat of McIntire Homesites and 1h 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 of the East 239.435 feet ofTract·G, 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 1h 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 1h 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 1h 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 1/.. of the Southwest ~ of the Southwest ~ 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 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 -S9, Records of King County Washington and its Northerly extension to t.he · North line of said Southeast 114 of the Southeast ~ 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 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 lyJng 1. ____ ___,,,_--:-...;._--""""."'"""""' _________________________ 1§: ! i ' . I j 1 ~ ' Legal Description of the Special Assessment District for the City of RptttJn -&st Rmton Inlerceptor Pa8!3of3 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 SE 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 23N, Range SE 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 1t4 of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heigh.ts 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 1.4 of the Northeast ~ of said Section 22. t • e ! I ! I j I 1 ! I i i l I ! j j \ • -i .·'?.· : . . ... • ~ ...... ~ ' • ... ~~<--.S!!!!!E. .. £2!J. .. ~.ll·•c:;a..; .• -·• WWW Exhibit B EAST RENTON INTERCEPTOR Specie,~ Assessment District Boundary 1:24,000 ------City Limit!i '2 IT5-:tt :st · Worla e SANITARY sewms ~VbMslti 20 Mery 1996 CZT.I.-2] Special A,ssewnent Oistrid -- Return Addrels City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 · ) LATECOMERS AGREEMENT ProJcct File# PRM-27--0018 Grantor(s): Property Tax Parcel Numbers See Parcel List page I I hereof Slrect lnterscct1on NE 4m Street Duvall Ave NE to 1s2na SE I Gnmtee(s): I City of Renton, a Municipal Corporation I I Centex Homes LEGAL DESCRIPTION Pontons of Sections 10, 11, 14 and 15, Township 23 Nonh, Range 5 East, WM, m King County Washington, more particularly described on pages 7-10 hereof = THIS AGREEMENT made and entered mto this date ~ 1, ~ · . 5 by and between the CITY OF RENTON, hereinafter refe~ "CITY," and Centex Homes hereinafter c--., referred to as "DEVELOPER", WHEREAS, the "DEVELOPER" 1s desirous of mstallmg certain wastewater systems and appunenances thereto at, near, or w1th1n the herein below described property and to connect same to the "CITY'S" utthty or road system(s) so that such unprovements will constitute an integral part thereof, and WHEREAS, no other property owners or users are presently available to share m the cost and expense of construction of such improvements. and the parties hereto havmg m mind the prov1S1ons and tenns of the "Municipal Water and Sewer Fac1httes Act" (RCW 35 91 020 et seq) . WHEREAS, the ~DEVELOPER" 1s w1lhng to pay all the costs and expenses for the mstallatton of said improvements, NOW, THEREFORE, IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN THE AFORESAID PARTIES AS-FOLLOWS . The "DEVELOPER" hereby acknowledges and covenants that he 1s the owner of the following described property, to wit. See Exh1b1t "A" on pages 7-IO of rh1s document and the '"DEVELOPER" hereby agrees and covenants to cause to have installed the following described improvements, to-wit 4648 lmear feet of24 mch PVC C900 Sewer Mam 1 116 lmear feet of 12 mch PVC C900 Sewer Mam 3 28 lmear feet of 10 mch PVC C900 Sewer Mam 4 14 each 60 inch diameter manholes ) . LATECOMERS AGREEMENT LAG 99-001 City of Renton, a Municipal Corporahon Centex Homes . 5 I each 48 inch manhole, and all necessary appurtenances, and such mstallauon to be made m full compliance with all applicable codes and regulations of the "CITY" The "DEVELOPER" further covenants and warrants that all expenses and clauns in connection with the construction and mstallation of the aforesaid improvements, whether for labor or matenals or both have been or will be paid m full, all at the "DEVELOPER'S" expense, and the "DEVELOPER" covenants and agrees to hold the "CITY" harmless from any ltabihty m connection therewith 2 The "Developer" further certifies that the total cost of said construction as herem above specified 15 · $1,244,90 l 00 for the above descnbed improvements See Exh1b1t "A" attached hereto for the map showing m outhne the land affected by such charges _per the terms of this agreement, see Exhibit "B" cc attached hereto for the legal descnpt1on of the lands affected by this latecomer agreement and see Exhibit er "C" attached hereto for the Fmal Assessment Roll O'"I The total amount of the cost of said llllprovement shall be employed to detennme the pro rata reunbursement to the "DEVELOPER" by any owner of real estate who did not contribute to the ongmal cost of such unprovement, and who subsequently wishes to tap mto or hookup to or use said fac1hues, which tap or hookup shall include connections to laterals or branches connecting thereto, all subJect to the laws and ordinances of the "CITY" and the provisions ofthlS Agreement The method of determmmg latecomer payments shall be by zoned front foot subject to these latecomer_ charges. The pro rata cost is$ 73.7151 per zoned front foot, [EXCEPT for connection of ex1stmg smgle family residences which shall not exceed $5,104 to connect with any remainder of the fee to be due and payable at the ume of subd1vts1on or mcreased density ] 3 It 1s hereby found and detennmed that the consttucnon and mstallauon of said afore. descnbed improvement 1s m the pubhc mterest . 4 The "DEVELOPER" hereby agrees and covenants to convey, transfer, and assign unto the ''CITY" all nghts. interest and title m and to said improvements and all appurtenances and accessories thereto, free from .any claim and encumbrance ofany party whomsoever, "CITY" agrees to accept and maintain said unprovcinent as part of its present system upon approval thereof by the Crty Engineer and after mspectJon of said constn1ct1on The "DEVELOPER" further agrees and covenants to execute and to deltver unto the "CITY" any and all documents mcludmg Quit Claim Deeds and Bills of Sale that may reasonably be necessary to fully vest title m the "CITY" and to effectuate this conveyance and transfer The "DEVELOPER" fut:tber -agrees and covenants to pay unto the "CITY" such service charges or other charges as may be impo_sed by the "CITY" for .use of the improvements for which this agreement 1s granted 5 The "C[TY" reserves the nght, without affecting the vahdtty or terms of this Agreement, to make or cause 10 be made extensions to or additions of the above improvement and to allow service connections to be · made to said extensions or add1t1ons, without hab1hty on t.he part of the "CITY" 6 No person, finn, or. corporation shall be granted a penmt to use or be authorized to tap mto the fac1hty , during the period of 15 {fifteen) years from date hereof, without first paymg unto the. "CITY", in add1t10n to any and all other costs, fees, and charges made or assessed for each tap. or for the. main fac1ht1es constructed in connecuon therewith, the amount required by the prov1S1ons of this contract except such charges shall not apply to any extens10n of the mam facility See Item JO Furthermore, m case any tap, · H \OIVISIO!'l \\PROPSERV\P&.P\A~~M l~\Cc11lcll:.A I CC.OMR OOC\bh Page 2 cc ~ c:n = :-. c--, -.J' .::-, C"> .___; c;., ~ LATECOMERS AGREEMENT LAG 99.001 1· 8 9 City or Renton, a Mumc1pal Corporation Centex Homes hookup. or connection 1s made into any such contracted fac1hty without such payment having been first made, the leg1slat1ve body of the "CITY" may cause to have removed such unauthorized tap, hookup, or connection, and all connections or related accessories located m the fac1hty or right.of-way, and dispose of such unauthorized material so removed, without any-hab1hty on the part of the "CITY" whatever It 1s further agreed, and covenanted that upon expiration of the tenns of this Agreement, to wit 15 (fifteen) years from date hereof, plus any extension thereof 1f granted by City Council, "CITY" shall be under no further obhgat1on to collect or make any further sums unto the "DEVELOPER " The dec1s1on of the Admm1strator of Pubhc Works or the Admm1strator's authorized representauve m detemunmg or computing the amount due from any benefited owner who wishes to hookup to such improvement shall be final and conclusive m all respects It 1s further agreed and understood that the afore described improvements to be undertaken and paid for by "DEVELOPER" have been or are about to be connected with the utthttes systems of the "CITY", and upon such connection and acceptance by the "CITY" through its legislative body, said extension and/or improvement shall be and become a part of the municipal ut1ht1es This Agreement shall be placed for record with the Kmg County Auditor's Office w1thm thirty (JO) days of final execution of the agreement Transfer of title to all of the unprovements under the latecomer's agreement to the "CITY" 1s. a pnor condition to the City collectmg any latecomer's fee The "DEVELOPER" will also assign to the "CITY" the benefit and ngh.t to the latecomer's fee should the "CITY" be unable to locate the "DEVELOPER" to tender any latecomer's fee that the "CITY" has received The "DEVELOPER" shall be· responsible for keeprng the ~CITY" informed of 1ts correct ma1hng address Should the "CITY" be unable to locate the "DEVELOPER" m order to dehver a latecomer's fee, the "CITY" shall undenake an independent mvesugation to determine the location of the "DEVELOPER" Should. the "CITY," after a good faith attempt to locate the "DEVELOPER" be unable to do so, the latecomer's fee shall be placed m the Special _- Deposit Fund held by the "CITY" for two years At any time .w1thm the two year penod the "DEVELOPER" may receive the latecomer's fee, without interest, by applying to the "CITY" for that latecomer's fee After the expiration of the two-year penod, all nghts of the "DEVELOPER" to that fee shall expire, and the "CITY" shall be deemed to be the owner of those funds IO When the "CITY" has received the funds for a latecomer's fee, 1t will forward that fee, less 15% for a processing fee, to tht "D~VELOPER" w1thm thirty (30) days of receipt of the funds Funds received by negotiable mstrument, such as a check, will be deemed received ten (10) days after delivery to the "Cm'" Should the "CITY" fall to forward the latecomer's fee to the "DEVELOPER" through the "CITY'S" sole negligence, then the "CITY" shall pay the "DEVELOPER" interest on those momes at the rate of interest specified m City Code Section 3·241 (B) However, should the "DEVELOPER" not keep rhe "CITY" mformed of its current correct ma1lmg address, or should the "DEVELOPER" orherw1se be negligent and thus contribute to the failure of the "CITY" to pay over the latecomer's fee, then no mterest_ shall accrue on late payment of the latecomer's fee II \DIVl!:ilON !>\PROl~l RV\P&.P\AS',M I '>\CcnlcxLATECOMR DOC\bh P.igc 3 .. LATECOMERS AGREEMENT LAG 99-001 City of Renton, a Mun1c1pal Corporation Centex Homes. . 11 · By mst1tutmg the latecomer's agreement the ~·CITY" does not agree to assume any respons1b1hty to enforce the latecomer's agreement The assessment roll will be a matter of pubhc record and will serve as a notice to the owners of the potential assessment should connection to the Improvements be made The "DEVELOPER" has respons1b1hty to momtor those parties connecting to the improvement Should the "CITY" become aware of such a connection, It wdl use·1ts best efforts to collect the latecomer's fee, but shall not mcur any hab1hty should 1t inadvertently fail to collect the latecomer's fee k;t_ Ma JesseTanne~ CITY OF RENTON ~ .,,,) ~Petersen CORPORATE FORM OF ST ATE OF W ASHJNGTON ) SS ACKNOWLEDGMEJVT COUNTY OF KING ) Seal must be within box On this day, before me personally appeared Jesse Tanner and Marilyn J ..... ,,,, .. ,, . Petersen to me known to be Mayor and Ctty Clerk of the mumc1pal :· ,, ,....,.., .. ' . .,,.. ..,,,,. .. -corporation that executed the w1thm mstrument, and acknowledged said . . ~ &nstrunient to be the free and voluntary act and deed of said municipal -.. ... ,... corporation, for the uses and purposes therein mentioned, and ort oath stated , . that he/she was authorized to execute said instrument and that the seal affixed IS the corporate seal of said mumc1pal corporation ,J . ' -.~~m~- Notary Public m and for the State 9f Washington Notary (Pnnt) M1(...hde. Nw '11.A. t1 v1 My appointment expires Dated 1--/h /m-o q/1qJJ-UD1 H \DIVISION 3\PROP3ER V\P&P\A \!:IM f!:>\Ccntc~LA 1 E:.C.OMR DOC\bh / ) LATECOMERS AGREEMENT LAG 99-001 . City of Renton, a Mumc,pal Corporation Centex Homes DEVELOPER Its J)JV I~ b-. ~~ REPRESENTATJIIE FORM OF ACKNOWLEDGMENT II \DlVl~ION !)\PRO~CRW&J>\A~~M r~,c~nltxLATECOMR DOC\bh Page S l .-. I ,I' . ~ n,• .... ,-.... -11 .•. ,..,11,a. i 11 l \I .... -. \ .. ·-· II I 6QO ...... mer -- 2 ~ ,.. " . ' 2 -r ' • r, ... lj 8 U!;!.J ~ J,J1..JJ ... _.. ..,,_, ... - .. ,.-.. tll- Developer's ....__ ...... ~__, Properly 1 1<1 I 1~11 W1n·dw~od "•sa::oi• ..... ·"-·1 lll\l "'.'°"' .. 1,1»tom0 -----I I .I I ... -.... , .. 1-., c::.:l en (I) :> SE 1 s <,, I I· .. '.._/ "l '.._/ EXHIBITB Centex Latecomer Legal Description l hose portions ot $ect1011s 10, 11, 14, and I 5, all 111 Township 23 North, Range S East, WM, m Ktng County. Washmgton described as follows BEG INN ING at the south quarter ~omer of said Section I 0, satd south quarter comer being a pomt w1thm the Right-of-Way of SE I 28th Street. · Thence westerly along the south hoe of said Section I 0, to an mtersectlon with the southerly extension of the easterly Right-of-Way margin of Duvall Avenue NE and the True Pomt of Begmnmg, = Thence northerly along o;a1d southerly extension and easterly Right-of-Way hne, to an mtersect1on with er er the north lme of the southeast quarter of the southeast quarter of the southwest quarter of said Section 10, c:::, · -, 'Thence easterly along satd north lme to an mtersect1on with the east lane of the southwest quarter of said c..~ Sectlon \ 0. t"'4 ~ Thence cont1riu111g easterly along the north hne of the west half of the southwest quarter of the southwe!.t quarter of the southeast quarter of said. Section 10 to the northeast comer of said subd1v1s1on, -=, t..:J ~ Thence southerly along the east hne of said subd1v1s1on to an mtersect1on with a hne 210 feet south of and parallel with the north hne of the southwest quarter of the southwest quarter of the southeast quarter of said Section I 0 Thence easterly along said parallel lme and its easterly extension crossing 142nd Avenue SE to an mtersect1on with the easterly nght of way margin of said 142nd Avenue SE. Thence northerly along said easterly right of way margin to an tntersection with the north !me of southeast quarter of the southwest quarter of the southeast quarter of said Section I 0, Thence easterly along said north lme to the northeast corner of said subd1v1s1on, · Thence cootmu1ng easterly along the north ltne of the southwest quarter of the southeast quarter of the ::.outheast quarter of ..,a,d Section IO to the 'northeast comer of said subd1v1s100, -- Thence conunumg easterly along the north !me of.the southeast quarter of the southeast quarter of the ... outheast quarter ol 5a1d t;;ectron IO to an 111tersect1on with a I me parallel with and 150 feet westerly of the east !me ot .,,ml ~ubd1v1!>10n, Thence \{Jutherly along <,aid pardllel lme to an mter<;ectton with a line parallel with and 210 teet northe1 ly . ot the south I me of s,ud ~ecuon IO. I hence ea!.tetly dlong ..,,11d pa1.illel ]me and ,ts ea.:;terly exten!.1011 C10ss111g 148th Avenue SE, ente1 mg !>,lid 5e1:t1on (1, lo ,111 mte1!.ect1on with the easterly right ofwdy margm of said 148th Avenue SE, l Wlll .. x L,1tv •• omer Leg.ii Dc,Lnflllon p.1g.t. 2 Thence not therly along said easterly right of way ma, gm of said J 48th A venue SE Jo an intersection with the north lme of the southwest quarter of the southwest quarter of the southwest quarter of the southwest quarter of said Section 11. Thence easterly along said north hne to the northeast corner of said subd1v1s1011, Thence southerly along the east lme of said subd1v1s1on to an mtersection with a lme 7 5 feet southerly ot and parallel with the north line ot the southeast quarter of the southwe,;t quarter of the southwe<;t qu.11 tei ot the southwest quarter of said Sectmn f I, Thence easterly along said parallel !me to an mtersect1on with the east hne of said subd1v1s1on, Thence northerly along the west lme of the east half of the southwest quarter of the southwest quarter of said Section I I to the northwest comer thereof. Thence connnumg northerly along the west hne of the southeast quarter of the northwest quarter of the southwest quarter of said Section 11, and its northerly extension to an mtersect,on with a line J 5 feet northerly of and parallel with the north !me of said subd1v1s1on, Thence easterly along said parallel !me to an mtersectton with the north~south centerline of the southwest quarter of said Section 1 I , Thence southerly along said north-south centerl me to an mtersect1on with the south lme of said Section 11. bemg a pomt within the rrght of way of SE 128th Street, Thence contmumg southerly along the north-south centerlme of the northwest quarter of said Section 14 to an intersection with the south !me of the northwest quarter of the northwest quarter of said Section 14 Thence westerly along said south lme to southwest corner of said subd1v1s1on and an mtersection with the easterly right of way margm of 148th A venue SE, Thence northerly along said easterly nght of way margin to an mtersect1on with the easterly extension of the south hne of Tract 4, Black Loam Five Acre Tracts according to the plat thereof recorded 111 Volume 12 of Plats, page IO I, records of Kmg County Washington, Thence westerly .,long saia easte1 ly ex.tension and ,;outh line to dll 1ntersect1on with the easterly 11ghl ol way margin of 146th A venue SE · · Thence 1101 rherly along "aid ea:,teily ma1 gm to .in mtersect1on with the ea:,teily exlen:,ion ot tht· '>(1uth l1m: ot the northeast quarter of the ea-.t lldlf of Tract 2, of said plat. Thence westerly along said extension and south lme to the southwe:,t co1 ner of said subd1v1s1011, - I hence no1 the1 ly .ilong the west lmc ol :,aid :,ubd1v1s1on to dll mtcrscct1011 with ,1 hne pdiallel with c1nd 142 teet southerly ot the north !me of said T1act 2, c:o O'l c.n c.:, -~ ' . ,-l c, ( ".) C '-I l LlllL ,· I ,th .. LntnLt l Ll!,il I k,u1ptmn ft.ll!L l ,,·.:;1 Thence westerly along said parallel line a distance of 75 feet to an 111tersect1on w1thJhe east lme of the west half of the west half of the east half ot said T1act 2, · Thence southerly along said east l111e to an 111te1 section with the south lme of the north 150 feet of said subd1v1s1on. l hence we"-tet l} ,tlong s,ud south lme to an mtersect10n wtth the east lme of the west half of said Tract 2, rhencc southerly to the southeast corner of said west half. Thence westerly along the south line of ~1d west half to an mtersect1on with the easterly nght-of-way ma1 gm of 144th A venue SE, · Thence cont111umg westerly to the westerly nght-of-way margm of satd 144th Ave SE at its mtersect1on with the south hne of the north half of the northeast quarter of the northwest quarter of the northeast quarter of said Section 15, Thence westerly along !>aid south !me, to the southwest corner of said subd1v1s1on, said southwest comer also bemg the southeast corner of the north half of the northwest quarter of the northwest quarter of the no,theast quarter of said Section l 5. Thence contmumg westerly along the south lme of said north half of the northwest quarter of the 001 th west quarter of the northeast quarte1 of said Section 15 to the southwest comer thereof, Thence conunumg westerly along.the south line of the north half of the northeast quarter of the northeast quarte1 of the northwest quarter of sa 1d Section 15 to an intersection with a I me parallel with and 230 feet west ot the east l11ie of said subd1v1s1on, · Thenc~ 1101 theily along !>atd parallel hne to an mtersecuon with a I111e parallel with and 190 feet south ot the north I me of sa1q Section I 5. Thence weste1 ly along said parallel hne to a1nnte1sect1on with a line parallel with and 330 feet west of the east lme ot the northwest quarter of said Section 15, Thence southerly along said parallel !me to an mtersecuon with the south line of the north half of the 1101 thea,t quartet ot the northeast quartet ot the northwe'it quarter of said Section 15, The1Ke westerly Jlong .,aid south line to an mteViect1on with a line parallel wrth and l 10 feet easte1 ly ot the wcc:;t lmc ot ,aid "ubd1v1c:;1on. fhc11ce northeily .,long '>aid p.irnllel line to an 111ter<;ect1on with a lme parallel with and 90 feet 1101th ot the \<)ulh 1111c lll .,,,td ..,ubd1v1<;1on t,.:h I 1J'l c:c a, en = _--. L • ,(. . ~· ·= J , :, . ,_ ., l i..nli.., I Jlu.nmu I 1..g.,111>1!<,f..riptmn 11,,~ ... 4 Thence edsterly ,tlong said pruallel ltne to an mtersect,on wnh a hne parallel with apd 150 feet ea~terly ol the west hne of said subchv1Ston, l11cnce northe1ly along Sdtd pa1allel lme to ctn mtersect,on w,th the south lme of sa,d Section 10, Thence westerly along said south lme to the True Point of Begmnmg ll!h l,')<1 Cem1tex Latecomer PairceB List Developer's !Property: · Wmdwood .112305-901 l 1 12305-9029 Parcel #1: 102305-9032, !Parcel #21: 152305-9040 I 02305-9351, Parcel #22: 152305-9132 l 02305-9425 Parcel lA: I 02305-904 7 Parcel #23: 152305-906 l CX) Parcel #2: Wmdsong en Parcel #24: 152305-9045 en 102305-9024, c;_;) --' l 02305-9027, Parcel #25: 152305-9019 .-' 102305-9274, Parcel #26: l 52305-9047 ~ J 769560-00 I 0 Parcel #3: 102305-9035 Parcel #27: 152305-9148 . -, C-) Parcel #4· l 02305-916 7 Parcel #28: l 52305-9033 '_, c-~ Parcel #5:. l 02305-91.42 Parcel #29: 084710-0015 · ("'-., Parcel#(); l 02305-9103 Parcel #30: 084 710-00 15 Parcel #7: I 02305-9041 Parcel #31: 084710-0014 Parcel #8: 102305-9040 Parcel #32: 084 71 0-0024 Parcel #9: l 02305-9304 Parcel #33: 084710-0019 Parcel #10: l 02305-9039 Parcel#34: 084 71 0-0022 Parcel #11: I 02305-9016 Parcel #35: 084 710-0020 Parcel #U: I 02305-9206 Parcel #36: 084710-0005 Parcel #13: 112305-9015 Parcel #37: 084 710-0006 . Parcel #14: 112305-9018 Parcel #38: 142305-9016 !Parcel #15: l 12305-9020 . Parcel #39: 142305-9021 Parcel #16: I l 2305-9030 Parcel #40: l 42305-9020 Parcel #17: l 52305-9145 Pl1!rccl #41: Maplewood Parcel #18· 152305-9 l 12 -142305-9004, 142305-9017 Parcel #19: 152305-9002 Parcel #20: I 52305-9096 Type EXHIBIT "C" CITY OF RENTON FINAL ASSESSMENT ROLL CEN'JI'EX LATECOMER [WIND WOO JO] Wastewater Utdrty Improvements Total Cost $1,244,901 00 Assessment District 27-0018 Total ZFF Cost Collecuon Lme $1,244,901 00 16,888 Total ZFF (feet) Cost per ZFF $73 7151 Property Name/ Address of Owner ZFF ZFF Assm't co Idenuficauon en '--~..;;.;..~~~~~,__~~~~~~~~~~~'--~~-----~~~~~~--' en c:::> '7.,") ~ c:J Parcel # 1 .. -., KC Tax Act# Legal Descnpuon Parcel# lA KC Tax Act# Legal Descnptmn WASHINGTON RESTAURANT PROPERTIES PO BOX 21926 3926 Seattle, WA 98111 102305-9032, 102305-9351, 102305-9425 793 S 58,456 07 Parcel A LOT I OF CITY OF RENTON SHORT PLAT NO LUA 98-082 SHPL RECORDING NO 9809149003 Parcel B PARCEL 2 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099022 Parcel C PARCEL 3 OF CITY OF RENTON LOT LINE ADJU.STMENT NO LUA 98-007 LLA RECORDING NO 980309900'2 NORWEST PACIFIC ASSOCIATES 702 Honeysuckle Dnve Mt Vernon, WA 98273 102305-9047 -- 290 s21.Jn 41 PARCEL I OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099022 CD (7J ,:-, c:::, :-, c, <'..I -.· C:, """:".> • . .::, ,-j (',J Property Idenuficauon Parcel# 2 KC Tax Act# Legal Descnpc1on Parcel# 3 KC Tax Act II Legal Descnpuon Parcel# 4 KC Tax Act# Legal Descnpuon Parcel# 5 KC Tax Act ti Legal Descnpt10n FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ Name/ Address of Owner ZFF ZFF Assessment Wmdsong Cenrex Homes 2320 130th Avenue NE, Suite 11'200 Bellevue WA 98005 102305-9024, 102305-9027, 102305-9274, 769560-0010 1.639 $120,819 09 Parcel A E 1/2 OF SW l/4 OF SW 1/4 OF SE 1/4 LESS N 210 FT LESS S 220 FT LESS CO RD Parcel B W 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS N 252 FT LESS CO RDS Parcel C N 252 FT OF W 1/2 OF SE 1/4 OF SW l/4 OF SE 1/4 LESS CO RD Parcel D SERENE SLOPE ADD ENTIRE VAC PLAT INCL VAC 140TH PL SE JOHN MCTIGHE +ETAL 24929 267TH SE RA VENSDALE WA 98051 102305-9035 520 $38,331 86 E 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS E 90 Ff OF W 120 Fr OF S 160 FT LESS CO RD JOHN R MCTIGHE +ETAL 24929 267TH SE RAVENSDALE WA 98051 102305-9167 89 $6,560 65 E 90 Ff OF W 120 FT OF S 160 FT", "OF E 1/2 OF SE 1/4 OF SW 1/4 OF", "SE 1/4 LESS CORD DEijORAH PHELPS BYERSDORFER GREGORY A BYERSDORFER 22651 SE 56TH ST ISSAQUAH WA 98029 · 102305-9142 217 S15,996 18 LOT 2 OF KC SHORT PLAT NO 877012 RECORDING NO 7712010905 c:o er er, '=> .::.,-.. ( . . ) C'J ,:-, .C:, (.::, t9.:.; r,.., Property Identification Parcel# 6 KC Tax Act# Legal Descnpt1on Parcel# 7 KC Tax Act# Legal Descnpt10n Parcel# 8 KC Tax Act# Legal Descnptton Parcel# 9 - KC Tax Act# Legal Descnpuon Parcel# IO KC Tax Act# Legal Descnpt1on FINAL () -,. CITY OF RENTON ANAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner DEBORAH PHELPS BYERSDORFER GREGORY A BYERSDORFER 22651 SE 56Tii ST ISSAQUAH WA 98029 102305-9103 ZFF ZFF Assessment 106 $7,813 80 LOT l OF KC SHORT PLAT NO 877012 RECORDING NO 7712010905 BENNIE J +BARBARA J REID 14412 SE 128Tii ST RENTON WA 98056 102305-9041 , 280 -$20,640 23 E lf2 OF W 1/2 OF SW 1/4 OF SE 1/4 OF SE l/4 LESS CO RD LESS W 12 FT THOF BALES LP 30640 Pacific Hwy S, #D Federal Way, WA 98003 102305-9040 sos $37,447 28 E 112 OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS E 100 FT OF S 150 FT LESS CO RD BALES LP 30640 Pacific Hwy S, #D Federal Way. WA 98003 102305-9304 96 $7,076 65 -E 100.Ff OF S 150 Ff OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS CO RD RlBERA-,BALKO ENTERPRJSES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 102305-9039 603 $44,450 22 W 1/2 OF SE 1/4 OF SE 1/4 OF SE 1/4 LESS CO RD ESMT P S P & L CO TRANS LN Property Identification Parcel# 11 KC Tax Act# Legal Descnpuon Parcel# 12 KC Tax Act# Legal Descnpuon Parcel# 13 KC Tax Act# Legal Descnpuon Parcel# 14 KC Tax Act# Legal Descnpt10n Parcel# 15 KC Tax Act# Legal Descnpuon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] -) . Name/ Address of Owner ZFF ZFF Assessment RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 102305-9016 SE 1/4 LESS E ISO FT LESS CO RD Al Ben McEvoy Sally gall McEvoy 18321 SE 147"' Place RENTON WA 98059 102305-9206 329 $24,2S2 28 129 $9,.509 25 E 150 01 Ff MEAS ALG S LN OF S 210 Ff OF SE 1/4 OF SE 1/4 LESS CO RDS R_IBERA-BALKO ENTERPRISES 16400 Southcenter Parkway. #308 Seaule, WA 98188-3302 112305-9015 381 $28,085 46 SW 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 LESS CO RDS LESS C!M RGTS ESMT PS P & L CO TRANS LN CECIL K MULLINS 18631120TH AVE SE RENTON WA 98058 112305-9018 207 $15,259 03 W-1/i OF SE 1/4-0F SW 1/4 OF SW 114 OF SW 1/4 LESS N 1 5 FT LESS C/M RGTS LESS CO RD ESMT P S P & L CO TRANS LN CECIL K MULLINS l8631 120TH AVE SE RENTON WA 98058 l 1230579020 207 $15,259 03 E 1/2 OF SE 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 LESS N 7 S FT LESS CO RD LESS C/M RGTS ESMT PSP & L CO TRANS LN ~ en <::n = .:;;-, ~ ( . r,, ... - ~ ·-..:> ,-. _, ...... Property ldent1ficat1on Parcel# 16 KC Tax Act# Legal Descnpt1on Parcel# 17 KC Tax Act# Legal Descnpuon Parcel# 18 KC Tax Act# Legal Descnpuon Parcel# 19 KC Tax Act# Legal Descnpt1on FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ Name/ Address of Owner ZFF ZFF Assessment CHARLES LACKEY PO·BOX 2198 RENTON WA 98056 112305-9030 170 $12,531 57. S 378 8 FT OF W 125 FT OF E 112 OF SW 1/4 OF SW 1/4 LESS CO RD SUBJ TO ESMT TRANS LN RlW LESS CIM RGTS Mr Vanga.ard-Renton U.C 14 l 00 SE 3611> Street, #200 Bellevue WA 98006 152305-9145 220 $16,217 33 N 112 OF NE 1/4 OF NE J/4 OF NW l/4 LESS E 330 FT LESS W 150 FT LY N OF LN 90 FT N OF S LN SD N 1/2 LESS W 110 FT OF S 90 FT LESS CO RD LESS C/M RGTS JAMES D & PAULA MONTGOMERY 2807 BURNETT A VE N RENTON WA 98056 152305-9112 105 $7,740 09 W 100 FT OF E 330 FT OF N 190 FT OF NW 1/4 LESS CO RD & LESS C/M RGTS ROBERT & PAMELU MINKLER 294 $21,612 25 5 LUMMIKEY BELLEVUE WA 98006 152305-9002 E 230 FT OF N 1/2 OF NE 1/4 OF NE 1/4 OF NW 1/4 LESS CO RD LESS C/M RGTS ~ a, en c:::> ~ Cl C' ) C-.J -- ~ L".J C-...;> r... Property ldentlficataon Parcel# 20 KC Tax Act# Legal Descnpt1on Parcel# 21 KC Tax Act# .Legal Descnption Parcel# 22 KC Tax Act# Legal Descnpuon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] '· Name/ Address of Owner ZFF ZFF Assessment WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 128'' Street Renton, WA 98059 152305-9096 2i9 $16,880 76 NW 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS E 150 Ff LESS CO RD LESS CJM RGTS W JO FT FOR RD WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 128111 Street Renton, WA 98059 152305-9040 38 $2,801 17 POR SE 1/4 OF NW 1/4 OF NE 1/4 BEG NW COR SD SUB TH S 88-22-52 E ALG NLY LN 30 Ff TH S 00-28-40 W 200 Ff TH ELY PL W NL Y LN 300 7 FT TO TPOB TH CONTG E 300 7 FT TO_ PT 30 Ff W OF ELY LN TH S 00-25-28 W 226 91 Ff TH N 88-24-50 W PL W SLY LN 300 8 FT TH NL Y '227 09 FT TO TPOB LESS C/M RGTS & LESS N 117 FT OF S 187 FT OF E 250 FT THOF WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDlA HUNG (TRUST) L4009_ SE 128'" Street Renton, WA 98059 152305-9132 169 $12,457 86 W 24 FT OF NE 1/4 OF NW 1/4 OF NW 114 OF NE 1/4 & E 131 FT OF NW l/4 OF NW l/4 OF NW 1/4 OF NE 1/4 LESS CO RD u.> m r., = -, -: .,j ,:--- = ,_::, c::, ......, Property Identlficauon Parcel# 23 KC Tax Act# Legal Descnpuon Parcel II 24 KC Tax Act# LegaJ Descnpnon Parcel# 25 KC Tax Act# Legal Descnpuon Parcel# 26 KC Tax Act# Legal Description Parcel# 27 KC Tax Act# Legal Descnpuon FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WIND WOOD] ) Name/ Address of Owner ZFF ZFF Assessment DANIEL F MEDDAUGH 14013 SE 128TH ST . RENTON WA 98059 152305-9061 210 $1.5,480 18 W 1/2 OF NE 1/4 OF NW 1/4 OF NW l/4 OF NE 1/4 LESS W 24 Ff LESS CO RD PATRICIA A BANASKY 463 Ferndale Avenue NE RENTON WA 98056 1.52305-9045 174 $12,826 43 E 1/2 OF NE 1/4 OF NW 1/4 OF NW l/4 OF NE l/4 LESS CO RDS LESS C/M RGTS HOWARD V BANASKY 1401 N 26TII ST RENTON WA 98056 152305-9019 352 $25,947 72 W 277 5 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway. #308 Seanlc:, WA 98188-3302 · 152305-9047 317 $23,367 69 N l/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS W 277 5 Ff LESS E 135 FT LESS CO RD LESS C/M RGTS ROBERT E LEVY 8103RD AVE #414 CENTRAL BLDG SEAITLE WA 98104 152305-9148 38 S2,80l 17 W 30 FT OF E 135 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD r ' Property ldent1ficat1on Parcel# 28 KC Tax Act# Legal Descnptton Parcel# 29 KC Tax Act# Legal Descnpt1on Parcel ti 30 KC Tax Act# Legal Descnpuon Parcel# 31 KC Tax Act# Legal Descnpuon Parcel# 32 KC Tax Act# . Legal Descnpuon ANAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ -' Name/ Address of Owner ZFF ZFF Assessment ROBERT E LEVY 810 3RDAVE #414 CENTRAL BLDG SEAITLE WA 98104 152305-9033 109 $8,034 95 E 105 FT OF N 112 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RDS CLEO J FORGAARD 678 SUNSET BL VD NE RENTON WA 98056 084710-0015 185 $13,637 30 Tract 2, BLACK LOAM FIVE·ACRE TRS W 1/2 LESS E 158 FT LESS CO RD CLEO I FORGAARD 678 SUNSET BL VO NE RENTON WA 98056 084710-0016 128 $9,435 54 Tract 2, Bl.ACK LOAM FlVE·ACRE TRS W 98 Ff OF E 158 Ff OF W 1/2 LESS CO RD CLEO J FORGAARD 678 SUNSET BL VD NE RENTON WA 98056 084710-0014 78 $5,749 78 !ract J.. BLACK LOAM FNE·ACRE TRS E 60 Ff OF W ll'l LESS CO RD C ROBERT TIIORNTON 6824 19111 St W Un1vers1ty Place WA 98466-5528 084710-0024 n $5.676 06 Tract 2, BLACK LOAM FIVE·ACRE TRS N 150 FT OF W 1/2 OF W 1/2 OF E 1/2 LESS CO RD --· Property ldenuficat1on Parcel# 33 KC Tax Act# Legal Descnpuon -Parcel# 34 KC Tax Act# Legal Descnpuon Parcel# 35 KC Tax Act# Legal Descnpuon Parcel# 36 KC Tax Act II Legal Descnpt10n FINAL / -~)- ·, CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF Assessment BALES LP 30640 Pacific Hwy S, 11D Federal Way, WA 98003 084710--0019 76 $5,602 35 Tract 2 BLACK LOAM FIVE-ACRE TRS N 130 Fr OF E 75 FT OF FOLG W 112 OF E 1/2 LESS N 12 Fr FOR RD QUANG T DO + PHUNG K CHUNG 14419 SE 128TH ST RENTON WA 98059 084710-0022 86 -$6,339 50 Tract 2, BLACK LOAM FIVE-ACRE TRS NE 1/4 OF E 112 LESS E 68 Ff LESS CO RD QUANG T DO + PHUNG K CHUNG 14419 SE 128TII ST RENTON WA 98059 084710-0020 70 $5,160 06 Tract 2, BLACK LOAM FIVE-ACRE TRS E 68 FT of NEH4 OF E 112 LESS CO RD - RIBERA-BALKO ENTERPRISES 16400 Soulhcenter Parkway, #308 Seattle, WA 98188-3302 084710-0005 084710-0010 968 $71,356 24 That Portion of Tracts I & 4, BLACK LOAM AVE-ACRE TRS W 1/2 OF l LESS W 120 FT OF E 150 Fr OF N 160 fT & W 1/2 OF 4 LESS CO RD, ALSO, E 1h LESS that portion dedicated as streets c:o en en Cl ~.;i I.. ) ( ' c--., ..;.-= =.., t.::I . ~ N Property. ldenuficatton Parcel# 37 KC Tax Act# Legal Descnptlon Parcel# 38 KC Tax Act# · Legal Descnpuon Parcel# 39 KC Tax Act# Legal Descnpuon Parcel# 40 KC Tax Act# Legal Description Parcel# 41 KC Tax Act# Legal Descnpuon FINAL CITY OF RENTON · FINA~ ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD) -\ ) Name/ Address of Owner ZFF ZFF Assessment Judy Patrick . 3604 NE g<h Street Renton WA 98056 084710-0006 126 $9,288 11 Tract 1, BLACK LOAM FIVE-ACRE TRS W 120 FT OF E 150 FT OF N 160 FT OF W 1/2 LESS CORD BalJmder & Rashpal Buttar 671 Bremenon Avenue NE Renton, WA 98059 142305-9016 599 $44,155 36 N 500 FT OF W 1/2 OF NW 1/4 OF NW 1/4 LESS E 225 FT LESS W 30 FT LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkwa.y, #308 Seanle, WA 98188-3302 142305-9021 Sll $37,6611 43 . E 225 Fr OF N 968 Fr OF W \/1 OF NW 1/4 OF NW \14 LESS CO RD Dame! S Johnson 15051 SE 1281ll Street RENTON WA 98059 142305-9020 599 E 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 LESS CO RD Maplewood FINER HOMES INC 1215 120TH AVE NE #201 . BELLEVUE WA 98005 142305-9004. 142305-9017 2.093 $44.155 36 $154.285 75 Parcel A W 1/2 OF NE 1/4 OF NW 1/4 OF NW 114 & SE 1/4 OF NW 1/4 OF NW 1/4 LESS CORD Parcel B W 112 OF W 1/2 OF NW 1/4 LESS POR OF N 500 FT LY E OF E LN OF W 30 FT OF SD SUBD LESS E 225 Ff OF S 468 FT OF N 968 Ff OF SD SUBDIV ex: er Property ldent1ficauon Developer Property ~ KC Tax Act# .;_ ,-Legal Descnption ,::::- FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ · Name/ Address of Owner ZFF ZFF Assessment Centex. Homes 2320 130th Avenue NE, Suite l/200 Bellevue WA 98005 ll230S-90ll l 12305-9029 2,473 $182,297 50 Parcel A E 1/2 OF SW 1/4 OF SW l/4 LESS W 125 FT OF S 378 8 Fr LESS CO RD Parcel B SE 1/4 OF NW 1/4 OF SW 1/4 ALSO S 15 FT OF N l/2 OF NW 1/4 OF SW 1/4 LESS CO RD QUIT .. CLAIM DEED $ ;,_oc..o.o .. , ;_ .... , .............. , ... , •• fl/ii 1805 .34 ............ Dolluo .. b7 reuon of lcyinr ouc ud eotGhliabinr I pabllo road ... "l::t.t.f!!.J .. r.. ......... prop<rt7, &Sid which ia htteinatter deoelib..,, coziYe7 ......... reloaae ....... , IU1d qalt, .... ~.;, '7. Stat,, ot Waahinrtc,,i, for uu of .... ,.. State of Wa.ahmpn . .. ..... .... .4. D. 111_!.)(. _;!' ) 20030909001856.001. , WHEN RECORDED RETURN TO LANI>..~ INCORPORATED DEVELOPMENT P ON:~4'~3 NB 133RD ST CITY OF RENT DUVALL, WASHINGTON 98109 111111 856 22.eo MAR a: 5 2004 E1986682 ,. ' ~IECC~~V~!D) G9169~ 13.:,A7 KING <:OIIMil 'nca ee s~ $2ii:eee·ee PR&E 101 OF ee2 .--~~~~---'~~~~~~~~ CHICAGO TIT1E IN~UKANCE COMP ANY ® 001113793 ..... SPECIAL WARRANTY DEED @ THE GRANI'OR REL ~STATE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY COMPANY forandmconsideratJOnof TEN AND 00/100 Dollars ($ 10. oo ) m hand pmd, grants, bargains, sells, conveys and confinns to ~ti INCORPORATED, A WASHINGTON . CORPORATION G. W. C. the followmg described real estate situated m the County of KING State of Wa.shmgton LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IP FULLY INCORPORATED HERBIN. SUBJECT TO BASEMENTS, RESTRICTIONS, RESERVATIONS, AGREEMENTS OP RECORD AND EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF AS IF, FOLLY INCORPORATED HEREIN. ABBREVIATED LEGAL PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. The grantor(s) for REL ESTATE PROPERTIES LLC and for its successors m interest do by these presents ~ssly hmlt the covenants of the deed to those herem c:xpressed, and e:xclude all covenants ansmg or to anse by statutory or other nnphcallon, and dtj hereby covenant that agamst all persons whomsoever lawfully claimmg or to claun by, through or under said grantor(s) and not otherwise, will forever warrant and defend the said descnbed redl estate Dated· SEPTEMBER 2, 2003 152305-9148-05 TaxAccounl Number 152305-9033-03 REL ESTATE PROPERTIES U.C BY: ROB ,. ) 20030909001856.002 STATE OP WASHINGTON ss COUNTY OP KING I CBRTIFY THAT I KNOW OR HAVB SATISFACTORY EVIDENCE THAT ROBERT E LEVY, IS THE PBRSON WHO APPEARED BEFORE MB, AND SAID PERSON ACKNOWLEDGED.THAT HB SIGNED THIS INSTRUMENT, ON OATH STATIID THAT HE WAS AUTHORIZBD TO EXBCUTB THE INSTRUMBNT AND ACKNOWLBDGBD IT AS MEMBER OP REL ESTATE PROPERTIES LLC, TO BB THB FRBB AND VOLONT.ARY ACT OP SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMBNT. RESIDING AT .. NOTARY PUBLIC ~TB OF WASHINGTON MY APPOIN'IMENT EXPIRES ---,.e>? . ) CHICAGO TITLE INSURANCE COMPANY EXHIBIT A LEGAL DESCRIPTION The land referred to IS situated m the State ofWashmgton, County of KING as follows PARCEL A ) · 20030909001856.003 . Escrow No-1113793 , and IS described THB EAST 105 FEBT.OF THB NORTH HALF OF THB NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON 1 BXCEPT THE BAST 20 PEET THEREOF FOR ROAD1 ALSO EXCEPT THB NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL B. THE WEST 30 FEET OF THE BAST 135 FEET OF TiiE NORTH HALF OF THE NORTHEAST QUARTER OP THE NORTHWEST QUJIRTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLll\MB'ITB MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY SOUTHEAST 128TH STREET, ALSO EXCEPT THE SOUTH 12 FEET OF THB NORTH 42 FEET OF SAID SUBDIVISION CONVEYED TO KING COUNTY FOR.ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642 '• ) ) OllCAGO TITLE INSURANCE COMPANY EXHIBIT B Escrow No· 1113793 EASEMENT AND THB TERMS AND CONDITIONS THEREOF RESERVED BY PURPOSE AREA AFFECTED RECORDED RECORDING NUMBER AFFECTS PARCEL A ARTHUR C. DRESBACH AND ADA A DRESBACH ROAD PURPOSES THE EAST 10 FEET JANUARY 9, 1920 1380594 EASEMENT AND THE TERMS ANO CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED•. RECORDED RECORDING NUMBER AFFECTS PARCEL A KING COUNTY ROAD EASTERLY AND NORTHEASTERLY PORTIONS AS DESCRIBED IN SAID INSTRIJMENT OCTOBER 6, 1987 8710061104 20030909001856.004 OUTSTANDING RIGHT, TITLE AND INTEREST OF COAL AND MINERAL RIGHTS AND THE . RIGHT TO EXPLORE FOR AND MINE TIIB SAME, AS CONVEYED BY TREASURER'S DEED RECORDED UNDER RECORDING NUMBER 5979915. AFFECTS: PARCEL.A EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE· AREA AFFECTED· RECORDED RECORDING NUMBER AFFECTS PARCEL B KING COUNTY DRAINAGE-STRUCTURES/DITCHES THE NORTH 3 FEET SEPTEMBER 28, 1987 8709280698 RIGHT TO MAKE NECESSARY SLOPES FOR COTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED GRANTEE: RECORDED RECORDING NUMBER: AFFECTS• PARCEL B KING COUNTY DECEMBER 16, 1964 5823642 RESERVATIONS AND EXCEPTIONS CONTAINED.IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY .. ,- ) · 20030909001856.005 CHICAGO TITLE INSURANCE COMPANY EXHIBIT B ( c:ontmued) &crowNo 1113793 RESERVING AND EXCEPTING PROM SAID LANDS SO MUOI OR SUCH PORTIONS THEREOF AS ARE OR MAY BB MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE OSB AND THE RIGHT AND TITLB TO THB OSB OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THB RIGHT OF ACCESS TO SUOI RBSERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THB PURPOSE OF BXPLORING, DEVBLOPING AND WORKING THE SJ\MB. RECORDING NUMBER. 79504 TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9606210966· AGREEMBNT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND RBCORDBD: RECORDING NUMBER: RBGARDING. CITY OF RENTON CENTEX HOMES APRIL 20, 2000 20000420000998 LATECOMERS AGREEMBNT ·THE AMOUNT OF THE ASSESSMENT SHOWN IN THE AGREEMENT AGAINST SAID PREMISES IS 8,034 95 FOR PARCBL A~ THE AMOUNT OF THB ASSESSMENT SHOWN IN THE AGREEMENT AGAINST SAID PREMISES IS $2,801 17 FOR PARCEL B. exhtlntc/rlm/121196 i ~I: J -Stb ii •.. te ;tf · .· . --- ·rhi1;1 int!.intur~;_ m;ida ·:hi~ 3ro · .,di.y.,of August _ _ .. \,,-1JL_:, ~;:t~·<ioil R(.'O'.J,Ct s. Lei): <ing ~t.tl ~. '.f'"' .·· . -. --· -·-_. _-·---. . . vcantqi:-,.·a:-J·«_1n,:r,·coun:;.y·, a poli~1c11_ sul:)di••iBion of.th.i state oi ~a3hing,ton, Gr ante<!: • , '. : -;. ;· ,. · -· -: _, . -. , (·:,>3,750.-00) . ,-~ : -.-lITNf:SSf::Ti-1, that Grantor;_··1n· ·con:,idl!tdtion of'!\'lreo '!hc;,.:sand Sev:m-Huncl°ced 'Fitty .. ; ~l:'flceipt: of vhich is acki,:;wl'!ugec\, -and th<? benefits \lhi:=h 'vili accn,e to .tho . 4:) land of Gra_ntor: by the exorci-n_e·ot: ·the rights herein qrant<!di'. do ·hereby '.0 r"lmis'l, relea.iie ·~na'·forevei:-q•J1t~cl3!m unto the Grantee, its successors and . _ O·aasigns, an easc~~nL end r_ight ot · vay described bolov for the purposes . ;::'het'<'!inatter stated; over, through, undei:-, alor.g and across that C:?rtaln ---.., f:'ut:c2l of land :iituated in ·K.!.ng_ r.;_ounty, Washingtcn cl<!l'IC!:'i._beu art f!>llows: -~,..,1 -·, •:·· . . --. ':.'hat ·;;,ortion of the folloving c!escrlhod prop"lrty, lying Nor1.hca,aterly a_f t,,:i_ arc of a circle having;,:a' ca'd_ius oi 2S fec,t; s .. id circle b•:iing tangent _'"\ t.9 a_: '.in2_ .• 1:2. ,feet._So_ Ut•h 0 0._f· and_-_-.·p.ara}_l __ .el~t the ·C·E,.:'te.·r. line of 3.J.':. 128tll , Str.ee:, ;and_ \:ang.~nt to ~ a lit\~ 30 • f~e s ot ,_Ar.d parallel tr. the fl ,<:ent~i;~ ... ne of .. 1:1 .. th Avenue ~.E,; .l,.::'lo~ I . , P,,..~'-.· -· _ _· :-~ TOGt:'J.:lP.R w:::TH i:ue r:~_!l_t 10 L~_et of_ the,<:lescr}bed pare<'!~:.. -· c. - ''>' 'i'ho'.E,lst l'JS• fe"lt -,.;f the North· 1/2 e,f it:ic ,Northeast. _l/'1 of the Northwec:1!: :. :1/4 · of. the Nortt,east, 1/4 <'f S_ection· i~, To•,insh'i,:, 2'3 North, __ Range. 5 East, ;:l;.r., King·.cour.t:/;Wasningtou; L~ss·coucti.Roada~ ~ : '• Conta_ins a·n· a: ,a'_oi·.j ,oos· Sq. Ft'., or C.06s, ·Acres, M/'~7/lQ.106 . . ?.ECO F=' 'CASHSL-. 1U104 • IJI) . 11· rs'.MUTUiLLY AGREED /IND UNDERSTOOD that 0 thls ~as~ment has-be~~ cc.w'cy.od· .·and }3'.:Cepted for public right of 11,iy ,;>•Jrposc; along che: street, t:oad and highway iden ~ if ied a:i S. E. 126TH STREET !MPROVEM.,.E~··c...N..cT--~-,---,---.,- ;ind that in-.tl1e·cvont of abandonment, vacatlo11-of .:eLocnti..;n o.f naid stniet.; .road,ot·,hignwav, the J:"ightS ancl interP.9t.s in the ;,uo\lc, dcsc-ribLd __ iand:fth"I: .. arc-· .herein_·-cOr\·1-""?y.~d, cxc,~rtin~-c.hos.C? that pPr~·.d.in. (;•::> 111:i fj_tie~, r:h&:;.:1 ;reve_r .. t ~::, the CHMITORS , i:haic ·,;uccen9or:.i anc assiqi•:;. ' ------.-. ' . . ' ·, ·u!· WITNE:SS -~11rnnf:or··, -th,; -ilaid.-GRl\flTc)RS, -h,,·,e ;;i_,,, ... ,cl tt,e?ic--· -11aru.,._-th-is' · ...:.., 3~d _____ cfo.y of hgu.Jt · ' I 9 P,7 --• ,-- ·.,:;1n~11-:s~ 1:·Jf:'SETAXNOT.FiEQIJIPED --. --}~ '" r--, -~ .. -__ '. _ " JI K;ng eo. r .eurct~ Ci·f.~ on · .. _____ ./f-'_;;;~.-:":!:,;(..J_ ~ _ ~--- -, ~ , ·, · , \ · · · • ,,.; ;u\l·IJ'OR t .,,, ,(!. ll_t,,h ,/.IA L~ De~u\1 _ 1,~;:,,_'.r i;. (e,P)! . . . _ .. .· -· .· _" ________ ...,,,_ ~----If .t .....:--L/ J'"''' ,.... ·. :f;;\,3 :/ -6.7µ_·//Y''?r'&'# /Y--:'~'\~:,N't';:lH. ~~r:;-f!. . C')ti1;'1'Y OF_ -0~.£.._ --~ · hE!l'J'Rltf>. 5 .. -_ [,e'l'l. -· -. n'/ rtocer":: E. ~v·r, · 1u:;tf,~·nc~~-i r:,~ti\<;t r,n .t.hi8 ·-;3'~P du/ of:·:~::(,r.;;J: -.·· _· , ·· _____ r-l?i2-_., b!?!c.,~e-!T'C th~ undf!'~ignqt_J, a Notacy P1Jbl~c ·1n ,..nd fr:!:" the .St:vtr.: 0t :. __ /1/',,,,.~t:;;'_M-t'~t· .... ~~-·' ·dt;!.:~., r:om:ntssionctl an_C 'JWl'.lr'n p( -=-send1 \y -:1ppa,:lt·f-:d _ ·, , -- ~,.G';-:r £. .· .G:0· -'..1/L/:J/.Jdfc.,:u:Uil-fi.'!.',2 __ ,$~ .. /L,;;,,.':.'C-:,':'_·~ ,:;,~ c:~r,i;::::.c1"'., to mo ~n,;,vn to he: ?.ii"(' 1 nd1 vi,JuZt:l de:oc-ribed 1n cJn..-1 \..'ho· e)(.t."Cutf-•U the ' <loc~10irig .ina_tt·1.im1?nt ,1 nnd · 3•_· ... rHJ..,J~~·J~(~ tQ mn ·.t-h~~-t tH! 3\,jl"!i}d ~nd-·uO<:\J-JjJ.· , t'1o !ne~FU!tl('nt.!l i'IS ~f-::P:.e a.p~ vob1nt;/~i;_y t"\C~. iln;.1 r]~~cJ '_f;r tl~c -__ UBe~ 11nt1 pur:pones .. th~~ain t!lenti o:1aU.· · · ;,n:';1:::ss· my h.::r,d' and o(f i·=Lil s'eal hcr ... to ;n .,:.nfa .c·e·c:..ifl:::a.::\, abov·e ~;rite.en_ .. · ~--=- Filed For Record At Th~ "e<iuest Of /IIJ , n /i -i.c. , . L...J:,i,,;,,,,.t. !J, /1 ~.,,~.:..,_ __ King Coun(y Real P:operty Oiv1~io1: ~-:-~ .. -----··---~--~~ ..... --·-.. -.... '--'-~' ·--:-: . ;,J. .... ·): .. . ~'" -.,.... .. J~:. ~ . . . ' ~ . MREEf'i:flT TO RECONSTRUCT IJ!tl\'EYAYS THIS AGREEMENT made this . J4:!:#:-. day of &_~ 19...f.Z, by and between '8et~LL,c;--&~v 4,., ~W';fr,=~:'~ · · . · · hereinafter cIDaii"tlierantor, an ngounT,ss ,<on, lieretnafter r:al:ed the. Grante11: · · . lf1 Hlt:.;,.i::~:i: WHEREAS, thl! Grnntor represP.nts ond wnrrants thr.t ·he I~ the owner· (tenont, · mortgagee) of _.hat certain p11rcel of land described_,,, follows: The East 105 feet of tht1 North 112 01' the Northeast 1/D. of the Northwest 1/4 · of the Northeast 1/4 of Section 15, Township 23 North, Range 5 East, \!.M,, sHuate In King County, Washington; · · ... LESS County Roads. . . e7/1oro6· RECD F · ·.CASHSL· and,. WIIEREAS; the Grantee is about to perform certain improvement_ work_ on S.E. 12BTH· STREET . . . . .oo ''"""'''"to.QO 11 NOW, THEREFORE, in cons I cleratlon of thP. preml ses, the_ Grantur hereby. grants to the Grantee by this agrel!ment; the right to locate, equipment ·and to work on the following described land. for the purpo_se cf carry1ng on sa·id cor.~~ruction acHvities consistent \\'1th the purposes of the projr.ct. · · -The South 10 feet .;f the North 150 feet ~f'.the West 10.feet of the East . 20 feet of the above described parcel _of land; .(sai<l South 10 feet being . an existing ~ravel driveway). · · Contains an. area of 100 sq. f.t., M/l. ..,, :· ::1•, ,;; ;,; ,..,, .c: . .... ... ·• ~.\ _.,.u . This agreement sh1111 rrimaln in !!xlstcnr.c until ;uch time ~s r.rantr.r.· will have fu11y o::a_rrled out .the.original ~on!:tructloo ncccssa·ry to comp_letc the project • . IN \.I ITNE$S WHEREOF, the sa Id Granter· has first above written. slgne~ his name t.he day ;and year · Filed for Record At The Requ~ Of • CL.:.~(~ ... ·· King Gou nty Real Property D1v1s1on . STATC OF WASHING.iON ) COUNTY or KlllG J ss On this daJ personally_appeared {t(4ffft!ltfnoh¥YEh!!"f,;';~i!sc~~?n<Lfn'fwh~x~{ thl' within and foregoing instrument,. n_nrl ad:nowledgud th,,t ·he . signed the same as· bt'r free and volunt11ry 11ct and deed, for the vses llnd purposes therein mentioned. · · · Given µnder 11',Y :111nd ~nd offh.lal seal thl~ )4(£ day o~ ~ 19.£2., .. ·· .. f-:-;~ 'RtmOIY"'rU!l!.lc1f~~e of 1/nsnlngton," residing ,t .· . .. -.,.. l -- Return Addre:.s Caty Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 ) LATECOMERS AGREEMENT Property Tax Parcel Numbers See Parcel Ltst page I I hereof ProJect File# PRM-27-0018 Street lntcrsectlon NE 4tn Street Duvall Ave NE to 152na SE Grantor(s): I Grantee(s): I City of Renton, a Municipal Corporation I 1 Centex Homes LEGAL DESCRIPTION Poruons of Sections 10, 11, 14 and 15, Township 23 North, Range 5 East, WM, m Kmg County Washington, more particularly described on pages 7-10 hereof THIS AGREEMENT made and entered mto this date ~ 1, 2,.m · by and between the CITY OF RENTON, heremafter refecGoa; "CITY," and Centex Homes hereinafter referred to as "DEVELOPER", WHEREAS, the "DEVELOPER" ts desirous of mstalhng certam wastewater systems and appurtenances thereto at, near, or withm the herem below described property and to connect same to the "CITY'S" utihty or road systelll(s) so that such improvements will constitute an integral part thereof, and WHEREAS, no other property owners or users are presently avadable to share m the cost and expense of construction of such improvements, and the parties hereto having m mind the prov1s1ons and terms of the "Mumc1pal Water and Sewer Fac1ht1es Act" (RCW 35 91 020 et seq) · WHEREAS, the "DEVELOPER" 1s w1lhng to pay all the costs and expenses for the installation of said improvements, NOW, THEREFORE, IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN THE AFORESAID PARTIES AS FOLLOWS The "DEVELOPER" hereby acknowledges and covenants that he 1s the owner of the following described property, to wit, See Exh1b1t "A" on pages 7-IO ofth1s document and the "'DEVELOPER" hereby agrees and covenants to cause to have installed the following described improvements, to-wtt l 4648 linear feet of24 mch PVC C900 Sewer Mam 2 116 hnear feet of 12 mch PVC C900 Sewer Mam 3 28 hnear feet of 10 inch PVC C900 Sewer Mam 4 · 14 each 60 mch diameter manholes 2 ) ) LATECOMERS AGREEMENT LAG 99-001 City of Renton, a Mumc1pal Corporation Centex Homes . 5 I each 48 mch maI!hole, and all necessary appurtenances, and such mstallauon to be made m full compliance with all applicable codes and regulations of the "CITY" The "DEVELOPER" further covenants and warrants that all expenses and clauns in connection with the construction and mstallat1on ofthe aforesaid improvements, whether for labor or materials or both have been or will be paid m full, all at the "DEVELOPER'S" expense, and the "DEVELOPER" covenants and agrees to hold the "CITY" harmless from any hab1hty m connection therewith The "Developer" further certifies that the total cost of said construction as herem above specified is $1,244,901 00 for the above descnbed improvements See Exh1b1t "A" attached hereto for the map showing m outhne the land affected by such charges per the terms of this agreement, see Exh1b1t "B" attached hereto for the legal descnptton of the lands affected by this latecomer agreement and see Exh1b1t "C" attached hereto for the Fmal Assessment Roll The total amount of the cost of said unprovement shall be employed to detennme the pro rata re.unburse.rqent to the "DEVELOPER" by any owner of real estate who did not contribute to the ongmaJ cost of such unprovement, and who subsequently wishes to tap tnto or hookup to or use said fac1hues, which tap or hookup shall mclude connections to laterals or branches connectmg thereto, all subJect to the laws and ordinances of the "CITY" and the provisions of thts Agreement The method of determmmg latecomer payments shall be lby zoned front foot subject to these · Ratecomer charges •. The pro 11'8ta cost as $ 73. 7151 per zoned front foot, [EXCEPT for connection of ex1stmg smgle family residences which shall not exceed $5,I04 to connect with any remamder of the fee to be due and payable at the tune of subd1vmon or mcreased density ] 3 It 1s hereby found and detennmed . that the construction and mstallat1on of said afore descnbed improvement 1s m the pubhc interest 4 The "DEVELOPER" hereby agrees and covenants to convey, transfer, and assign unto the "CITY" all rights, interest and title m and to said improvements and all appurtenances and accessories thereto, free from any claim and encumbrance of any party whomsoever, "ClTY" agrees to accept and mamtam said 1mprovement as part of its present system upon approval thereof by the City Engineer and after inspection of said construction The "DEVELOPER" further agrees and covenants to execute and to dehver unto the "CITY" any and all documents mcludmg Quit Claim Deeds and Bills of Sale that may reasonably be necessary to fully vest title m the "CITY" and to effectuate this conveyance and transfer The "DEVELOPER" further agrees and covenants· to pay unto the "CITY" such service charges or other charges as may be llllposed by the "CITY" for use of the improvements for which this .agreement. 1s granted 5 ·Toe "CITY" reserves the right, w,thoutaffectmg the validity or tenns ofthts Agreement, to make or cause to be made extensions to or add1t1ons of the above improvement and to allow service connections to be made to said extensions or add1t1ons, without hab1hty on the part of the "CITY" 6 No person, firm, or corporation shall be granted a penmt to use or be authorized to tap mto the facthty durmg the period of 15 (fifteen) years from date hereof, without first paying unto the "CITY", m add1t10n to any and all other costs, fees, and charges made or assessed for each tap, or for the main fac1ht1es constructed m connection therewith, the amount required by the prov1S1ons of this contract except such charges shall not apply to any extension of the mam fac1hty See [tern IO Furthennore, m case any tap, H \DIVISION ',\PROPSERV\P&.P\A~~M I ~\Cente'<LA I CCOMR DOC\bh Page: 2 cc en en c::, :-. c-.... -.r .::-, C"> LJ c-.:.i ("-I ) LATECOMERS AGREEMENT LAG 99·001 7 8 9 City of Renton, a Mumc1pal Corporation Centex Homes hookup, or connection 1s made mto any such contracted facility without such payment havmg been first made, the leg1slat1ve body of the "CITY" may cause to have removed such unauthorized tap, hookup, or connection, and all connections or related accessories located m the fac1hty or right.of.way, and dispose ofsuch unauthorized matenal so removed, without any hab1hty on the part of the "CITY" whatever It 1s further agreed, and covenanted that upon expiration of the terms of this Agreement, to wit 15 (fifteen) years from date hereof, plus any extension thereof 1f granted by City Council, "CITY" shall be under no further obhgat1on to collect or make any further sums unto the "DEVELOPER " The dec1s1on of the Admm1strator of Pubhc Works or the Admm1strator's authorized representative m determmmg or computmg the amount due from any benefited owner who wishes to hookup to such improvement shall be final and conclusive m alt respects It 1s further agreed and understood that the afore descnbed improvements to be undertaken and paid for by "DEVELOPER" have been or are about to be connected with the ut1ht1es systems of the "CllY", and upon such connect10n and acceptance by the "CI1Y" through its leg1Slat1ve body, said extension and/or improvement shall be and become a part of the mumc1pal utilities nus Agreement shall be placed for record with the Kmg County Auditor's Office w1thm thirty (30) days of final execution of the agreement Transfer of title to all-of the unprovements under the latecomer's agreement to the "CITY" 1s a pnor cond1t1on to the City collecting any latecomer's fee The "DEVELOPER" will also assign to the "CITY" the benefit and nght to the latecomer's fee should the "CITY" be unable to locate the· "DEVELOPER" to tender any latecomer's fee that the "CI1Y" has received The "DEVELOPER" shall be responsible for keeping the "CITY" mfonned of its correct matlmg address Should the "CITY" be unable to locate the . "DEVELOPER" m order to deliver a latecomer's fee, the "CITY" shall undertake an independent mvest1gat1on to determine the location of the "DEVELOPER" Should the "CITY," after a good faith attempt to locate the "DEVELOPER" be unable to do so, the latecomer's fee shall be placed m the Special Deposit Fund held by the "CITY" for two years At any time w1thm the two year penod the "DEVELOPER" may receive the latecomer's fee, without interest, by applying to the "CITY" for that latecomer's fee After the exp1rat1on of the two-year penod, all nghts of the "DEVELOPER" to that fee shall expire, and the "CITY" shall be deemed to be the owner of those funds IO When the "CITY" has received the funds for a latecomer's fee, n will forward that fee, less 15% for a processmg fee, to the "DEVELOPER" within thirty (30) days of receipt of the funds Funds received by negotiable mstrument, · such as a check, will be deemed received ten {IO) days after dehvery to the "CITY" Should the "CITY" fall to forward the latecomer's fee to the "DEVELOPER" through the "CITY'S" sole negligence, then the "CITY" shall pay the "DEVELOPER" interest on those momes at the rate of mterest specified m City Code Section 3·241 (B) However, should the "DEVELOPER" not keep the "CITY" mfonned of its current correct ma1hng address, or ~hould the "DEVELOPER" otherwise be negligent and thus contribute to the failure of the "CITY" to pay over the latecomer's fee, then no interest shall accrue on late payment of the latecomer's fee II \OIVl~ION ~\PRUPM RV\l'&P\AS',M I '>\CcntexLATECOMR DOC\bh co er c...~. . . ) ) LATECOMERS AGREEMENT LAG 99-001 Caty of Renton, a Mumc1pal Corporation Centex Homes . 11 By mst1tutmg the latecomer's agreement the "CITY" does not agree to assume any respons1b1hty to enforce the latecomer's agreement The assessment roll will be a matter of public record and will serve as a notice to the owners of the potential assessment should connection to the improvements be made The "DEVELOPER" has respons1b1hty to momtor those parties connecting to the improvement Should the "CITY" become aware of such ·a connect10n, it will use ,ts best efforts to collect the latecomer's fee, but shall not mcur any hab1hty should 1t madvertentJy fat! to collect the latecomer's fee CITY OF RENTON ~· .,,,) CORPORATE FORM OF STATE OF WASHlNGTON ) SS ACKNOWLEDGMENT COUNTY OF KING ) Seal must be within box On this day, before me personally appeared Jesse Tanner and Manlyn J · ~ .. _., ~ \,,l'O .,......, -Petersen to me known to be Mayor and City Clerk of the mumc1pal :· -. ~ ., .,,,,.. .. ~ corporation that executed the w1thm instrument, and acknowledged Sllld -. -. ~ mstrument to be the free and voluntary act and deed of said mumc1pal ;. -. ... corporation, for the uses and purposes therem mentioned, and on oath stated ,,. . that he/she was authonzed to execute said mstrument and that the seal affixed 1s the corporate seal of said mumc1pal corporation ' ,,,, .. ~ l'\;.,um ~ Notary Pubhc m and for the State ?f Washmgton Notary (Prmt) fv\ 1 i.hd l fJ t',,U. nu. 11 VI My appomtment expires oq I q l ;}fn) I Dated vf /1 / ?1n1u H \DIVISION ~\PROP~ER V\P&.P\A ~~M r~\Ccntc>.LA l E:C.OMR DOC\bh LATECOMERS AGREEMENT City of Renton, a Municipal Corporation Centex Homes REPRESENTATIVE FORM OF ACKNOWLEDGMENT DEVEWPER ST ATE OF WASHINGTON ) SS COUNTY OF KING ) LAG 99-001 t--~-,,-""'""'......,~~tm-:---,--~-i 1---;:=,.WJ!ic::...=~'"'fiP;..,,:.J,,----I I certify that I know or have satisfactory evidence that K,,i.,e:Ut tJ. +u,-~,- . signed this instrument, on oath stated that {b)shc/they ~were authonzcd to execute the mstrument and acknowledged It as the 'tlY\S\fw\ 1>ftS,\~d ------- of CU\...\.tx Hom£ S to be the free and voluntary.act of such t--l;--'~....::....:-.n.1P:....--;if!ftl>-:r'---i~ames for the uses and purposes mentioned m the instrument f' II \DIVl!>ION ~\PROP~ERV\P&P\A~~M f!>\C..~ntexLA TECOMR DOC\bh Page 5 ) ) 18 l ) ) EXHIBIT B· Centex Latecomer Legal Description I hose portions ot ~ect1ons I 0, 11, 14, and 15, all 111 Township 23 North, Range 5 East. W M , m Kmg County. Washington described as follows BEG INN ING at the south quarter comer of said Section I 0, said south quarter comer bemg a pomt wtthm the Right-of-Way of SE 128th Street, Thence westerly along the south lme of said Section I 0, to an mtersect1on with the southerly extension of the easterly Right-of-Way margm of Duvall Avenue NE and the True Pomt ofBegmnmg, a: Thence northerly along 5a1d southerly extension and easterly Right-of-Way hne, to an mtersectlon with CT er the north lme of the southeast quarter of the southeast quarter of the southwest quarter of said Sectmn 10, = l .:, 'Thence easterly along said north lme to an mtersect1on with the east hne of the southwest quarter of said (...-Sect,on l O .. --C::-.> Thence contmumg ~sterly along the north hne of the west half of the southwest quarter of the southwe!.t quarter of the southeast quarter of said Section IO to the northeast corner of said subd1v1s1on, C" > (..:) ~ Thence southerly along the east lme of said subd1v1s1on to an mtersect1on with a hne 210 feet south of and parallel with the north )me of the southwest quarter of the southwest quarter of the southeast quarter of said Section I 0 Thence easterly along said parallel lme and its easterly extension crossmg 142nd Avenue SE to an mtersectton with the easterly right of way margm of said 142nd Avenue SE, Thence northerly along said easterly right of way margm to an mtersectlon with the north hne of southeast quarter of the 5outhwest quarter of the southeast quarter of said Section I 0, Thence easterly along said north lme to the northeast comer of said subd1v1s1on, Thence contmumg easterly along the north hne of the southwest quarter of the southeast quarter of the ~outheast quarter of <,a1d Secllon IO to the northeast corner of said subd1v1s1on, Thence contmumg easterly along the north lme of the southeast quarter of the southeast quarter of the . .,outheast quartc1 of 5,a1d ~ection IO to an mtersect1on with a line parallel with and 150 feet weste1 ly of the east !me of <,,11d ~ubd1v1~1on, Thence <,outherly along .,aid pardllel line to an mter5ect1on with a ltne parallel with and 210 teet northeily of the c;outh I me of Sd!d ~ect1on I 0, I hence ea!.te1 ly dlong '>,11d pat allel !me and its eac;terly ex.ten~1on c1ossmg 148th Avenue SE, ente1 mg. !>,lid 5ect1011 I I. to <tn 111te1 !.ect1on with the easterly right of way margm of said 148th A venue SE, l 1..1111..x Lt1!1..1..omer Leg.1I Dc,Lnp11on pdg_L 2 ) ) Thence no1therly along said easterly nght of way ma1gm of said 148th Avenue SE Jo an intersection with the north lme of the southwest quarter of the southwest quarter of the southwest quarter of the southwest quarter of said Section I I, Thence easterly along said north lme to the northeast corner of said subchv1s1011, Thence southerly along the east line of said subd1v1S1on to an mtersechon with a !me 7 5 feet souther:ly ot and parallel with the north lme of the southeast quarter of the southwe<;t quarter of the southwe<;t quc11 te1 of the southwest quarter of said SectJOn I I, l11ence easterly along said parallel line to an intersection with the east hne of said subd1v1s1on, Thence northerly along the west hne of the east half of the southwest quarter of the southwest quarter of said Section I I to the northwest corner thereof, Thence contmumg northerly along the west !me of the southeast quarter of the northwest quarter of the southwest quarter of said Section 11, and its northerly extension to an mtersect1on with a lme I S feet northerly of and parallel with the north lme of said subd1vJS1on, l11ence easterly along said parallel lme to an intersection with the north-south centerline of the southwest quarter of said Section 11, Thence southerly along said north-south centerline to an mtersectton with the south hne of said Section 11, bemg a pomt w,thm the right of way of SE 128th Street, Thence cont mu mg southerly along the north-south centerline of the northwest quarter of said Section 14 to an mtersectron with the south lme of the northwest quarter of the northwest quarter of said Section 14 TI1ence westerly along said south hne to southwest comer of said subd1v1s1on and an mtersectmn with the easterly right of way margm of 148th A venue SE, Thence northerly along said easterly right of way margm to an mtersectmn with the easterly extension of the south lme of Tract 4, Black Loam Five Acre Tracts accordmg to the plat thereof recorded m Volume 12 of Plats, page IO I, records of Kmg County Washtngton, Thence westerly .ilong said easte1 ly extension and ,;;outh lme to c1n mtersect1011 with the easterly 11ght ol way margm of 146th Avenue SE Thence 1101therly dlong <;a1d ea~teily maigm to .in mtersection with the ea:.,teily extem,1011 ot the ,outh Jmc ot the northeast quarter of the ea<;t IMlf of Tract 2, of said plat, l11cnce westerly along said extension and south lme to the southwe!>t coiner ot said subd1v1s1011, I hence 1101the1 ly dlong the west lmc of ~aid ~ubd1v1s1011 to dll mterscct1on with d lme pd1allel with ,rnd 142 teet southerly of the north I me of said T1 act 2, lgh41')9 co O"l c:n C.:) ·, t • ,. l l Llll1.'\ I ,111.Lomu I 1..1!.ll lk,~riphon p.1g1. l Thence weste1 ly along said parallel I me a distance of 75 feet to an 111tersect1on with the east line of the west halfof the west half of the east half ot said T1act 2. Thence southerly along sd1d east lme to an mte1sect1on with the south lme of the north 150 feet of said subd1v1s1011. 1 hence wec;te1 I} dlong Sdtd south hne to an intersection with the east lme of the west half of said Tract 2, rhencc southerly to the southeast corner of said west half. Thence westerly along the south hoe of !>aid west half to an intersection with the easterly right-of-way ma1gm of 144th Avenue SE. , Thence contmu111g westerly to the westerly right-of-way margin of said I 44th Ave SE at ,ts intersection with the south lme ofth~ north half of the northeast quarter of the northwest quarter of the northeast quarter of said Section 15,. Thence westerly along ~a,d south !me, to the southwest corner of said subd1v1s1on, said southwest corner also bemg the southeast corner of the north half of the northwest quarter of the northwest quarter of the· northeast quartet of said Section IS. Thence contmumg westerly along the south hne of said north half of the northwest quarter of the 1101 thwest quarter of the northeast quarte1 of said Section 15 to the southwest corner thereof, Thence contmumg westerly along the south hne of the north half of the northeast quarter of the northeast quarte1 of the northwest quarter of said Section 15 to an mtersect1on with a lme parallel with and 230 feet west ot the east lme of said subd1v1s1on, Thence no1theliy along ~aid parallel lme to an intersection with.a lme parallel with and 190 feet south ot the north lme of said Section I 5, · TI1ence weste1 ly along said parallel ltne to an mte1sect1on with a hoe parallel with and 330 feet west of the east lme of the northwest quarter of said Section 15, 1l1ence southerly along satd parallel line to an mterse_ct1on with the south hne of the north half of the 1101 thea'>t quartet of the northeast quarte1 ol the northwe'it quarter of satd Section 15. Theru.e westerly dlong 'iatd south lme to an mte15ect1011 with a !me parallel with and 110 feet eastet ly ot the wc,;t ltnc ol ..,aid "ubd1v1,;1on. fhcncc northe1 ly ,tlong c,a1d pd1allel l111e to an 111ter,;ect1on with a lme parallel with and 90 feet 1101th ot the ">outh line ol '><11d '>uh<l1v1,;1011 l~h I IJc'Lnpuon p,lil. 4 ) Thence e.1sterly dlong said pa,allel hne to an mtersect1on wnh a lme parallel with apd 150 feet ea~terly ol the west line of said subd1v1s1on. Thence northe1 Jy along s.t1q pa1allel Jme to an 111tersect1on with the south lme of said Sect,on l 0, Thence westerly along said south lme to the True Point of Begmnmg ) ) Centex Latecomer IParrceB List Developer's Property: Wmdwood 112305-9011 l 12305-9029 Parcel #1: I 02305-9032, Parcel#21: 152305-9040 I 02305-935 l, Parcel #22: 152305-9132 l 02305-9425 Parcel lA: 102305-9047 Parcel #23: 152305-9061 ~ P.arcel #2: Wmdsong C") Parcel #24: 152305-9045 en 102305-9024, c.;:, _-, 102305-9027~ Parcel #25: 152305-9019 r, I 02305-9274, 769560-0010 Parcel #26: 152305-904 7 ,.. J . .., Parcel #3: l 02305-9035 Parcel #27: 152305-9148 C"") Parceft #4· 102305-9167 Parcel #28: 152305-9033 , ..J C-:, Parcel #5: 102305-9]42 Parcel #29: 084710-0015 C"'-..1 Parcel #6: 102305-9103 Parcel #30: 084710-0015 Parcel #7: I 02305-9041 Parcel #31: 084710-0014 Parce1#8: I 02305-9040 Parcel #32: 084710-0024 Parcel #9: .102305-9304 ParceB ##33: 084710-0019 Parcel #10: l 02305-9039 Parcel #34: 084710-0022 Parcel #11: 102305-9016 Parcel #35: 084 710-0020 Parcel #12: I 02305-9206 Parcel #36: 084710-0005 Parcel #13: 112305-90 I 5 Parcel #37: 084 710-0006 Parcel #14: 1 12305-9018 Parcel #38: 142305-9016 Parcel #15: I 12305-9020 Parcel #39: 142305-9021 Parcel #16: l 12305-9030 Parcel #40: 142305-9020 Parcel #17: I 52305-9145 Parcel #41: Maplewood Parcel #18· 152305-9112 142305-9004, 142305-9017 Parcel #19: l 52305-9002 Parcel #20: 152305-9096 Type ) EXHIBIT "C" CITY OF RENTON FINAL ASSESSMENT ROLL -CENTEX LATECOMER [WINDWOODJ Wastewater Ut1hty Improvements Total Cost $1,244,901 00 Assessment District 27-0018 Total ZFF Cost Collection Lme $1,244,901 00 16,888 Total ZFF (feet) Cost per ZFF $73 7151 Property Name/ Address of Owner ZFF ZFF Assm't co · Idenuficatton en ---~~~~~~__,,,~~~~~~~~~~~--'-~~~....__~~~~~~---' en c:::> c.-, (.._) c., Parcel # 1 c--., = 1:::i KC Tax Act# C-..> c-..., Legal Descnptton Parcel# lA KC Tax Ace# Legal Descnpuon WASHINGTON RESTAURANT PROPERTIES PO BOX 21926 3926 Seattle, WA 98111 I 02305--9032, 102305--9351, 102305-9425 793 $58,456 07 Parcel A LOT I OF CITY OF RENTON SHORT PLAT NO LUA 98-082 SHPL RECORDING. NO 9809149003 Pan:el B PARCEL 2 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 Ll.A RECORDING.NO 9803099022 Parcel C PARCEL 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099002 NORWEST PACIFIC ASSOCIATF.S 702 Honeysuckle Dnve Mt Vernon, WA 98273 102305-9047 290 $21,37141 PARCEL I OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LI.A RECORDING NO 9803099022 00 cr-, ,:--, c::> :-, c-' "' -.. ,· C"> -::-:, l .::> ,-.J , ....... Property Identificauon Parcel# 2 KC Tax Act# Legal Descnpc10n Parcel# 3 KC Tax Act# Legal Descnpuon Parcel# 4 KC Tax Act# Legal Descnpuon Parcel# 5 KC Tax Act# Legal DescnptlOn FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] ) Name/ Address of Owner ZFF ZFF Assessment Wmdsong Cenzex Homes · 2320 130th Avenue NE, Suite lt200 Bellevue WA 98005 102305-9024, 102305-9027, 102305-9274, 769560-0010 1,639 $120,819 09 Parcel A E 1/2 OF SW 114 OF SW 114 OF SE 114 LESS N 210 Ff LESS S 220 FT LESS CO RD Parcel B W 112 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS N 252 Ff LESS CO RDS Parcel C N 252 FT OF W 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS CO RD Parcel D SERENE SLOPE ADD ENTIRE VAC PLAT INCL VAC 140TH PL SE. JOHN MCTIGHE +ETAL 24929 267TH SE RA VENSDALE WA 98051 102305-9035 520 $38,331 86 E 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 LESS E 90 Ff OF W 120 FT OF S 160 FT LESS CO RD JOHN R MCTIGHE +ETAL 24929 267TH SE RA VENSDALE WA 98051 102305-9167 89 $6,560 65 E 90 Ff OF W 120 FT OF S 160 Ff•, "OF E 112 OF SE 1/4 OF SW 1/4 OF ", "SE 1/4 LESS CORD DEBORAH PHELPS BYERSDORFER GREGORY A BYERSDORFER 22651 SE 56TH ST ISSAQUAH WA 98029 102305-9142 217 $15,996 18 LOT 2 OF KC SHORT PLAT NO 877012 RECORDING NO 7712010905 a:: c;,-. CT'> <=::, ..::..-.. { . . ) C"'>J •:-, C·) (.::, r.:.; c--.., Propeny Identtficat1on Parcel# 6 KC Tax Act# Legal Descnptton Parcel# 7 KC Tax Act# Legal Descnpuon Parcel# 8 KC Tax Act# Legal Descnpuon Parcel# 9 KC Tax Act# Legal Description Parcel# 10 KC Tax Act# Legal Descnpt10n FINAL ClTY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WIND\YOOD] Name/ Address of Owner ZFF ZFF Assessment DEBORAH PHELPS BYERSDORFER GREGORY A BYERSDORFER 22651 SE 56TII ST ISSAQUAH WA 98029 102305-9103 106 $7,813 80 . LOT 1 OF KC SHORT PLAT NO 877012 RECORDING NO 7712010905 BENNIE 1 +BARBARA J·REID 14412 SE 128TII ST RENTON WA 98056 102305-9041 280 $20,640 23 E 1/2 OF W l/2 OF SW 1/4 OP SE 1/4 OF SE 1/4 LESS CO RD LESS W 12 FT THOF BALES LP 30640 Pacific Hwy S, #D Federal Wzy, WA 98003 102305-9040 S08 $37,447 28 E 1/2 OF SW 114 OF SE 1/4 OF SE 1/4 LESS E 100 Ff OF S 150 Ff 1:E,SS CO RD BALES LP 30640 Pacific Hwy S, #D Federal Way. WA 98003 102305-9304 96 $7,076 65° E 100 Ff OF S 150 FT OF SW 1/4 OF SE 1/4 OF SE l/4 LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Soulhcenter Parkway, #308 Seattle, WA 98188-3302 102305-9039 603 $44,450 22 W 112 OF SE 1/4 OF SE l/4 OF SE 1/4 LESS CO RD ESMT PS P 4c. L CO TRANS LN Property Identification Parcel# 11 KC Tax Act# Legal Descnpnon Parcel# 12 KC Tax Act# Legal Descnpt10n Parcel# 13 KC Tax Act# Legal Description Parcel# 14 KC Tax Act# Legal Descnption · Parcel# 15 KC Tax Act# Legal Descnpuon ANAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/Address of Owner ZFF ZFF Assessment RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 102305-9016 SE 1/4 LESS E 150 FT LESS CO RD Al Ben McEvoy Sally gall McEvoy 18321 SE 14711, Place RENTON WA 98059 102305-92.06 329 $24,252 28 129 $9,509 25 E 150 01 FI' MEAS ALG S LN OF S 210 FT OF SE 1/4 OF SE l/4 LESS CO RDS RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 l 12305-9015 381 $28,085 46 SW 1/4 OF SW J/4 OF SW 1/4 OF SW 114 LESS CO RDS LESS C/M RGTS ESMT PS P & L COTRANSLN CECIL K MULLINS 18631 120TH A VE SE RENTON WA. 98058 l 12305-9018 207 $15,259 03 W 1/2 OF SE 1/4 OF SW 1/4 OF SW l/4 OF SW 1/4 LESS N 7 S FT LESS C/M RGTS LESS CO RD ESMT PS P & L CO TRANS LN CECIL K MULLINS 18631120TH AVE SE RENTON WA 98058 J 12305-9020 207 $15,259 03 E 1/2 OF SE 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 LESS N 7 S FT LESS CO RD LESS C/M RGTS ESMT PSP & L CO TRANS LN a:, 0-, en '==> c-, ~ ( . r., ... - :;"-) <...:> '-.) c-... Property Ident1ficanon Parcel# 16 KC Tax Act# Legal Descnpt1on Parcel# 17 KC Tax Act# Legal Descnpuon Parcel.#18 . KC Tax Act# Legat Description Parcel# 19 .. KC Tax.Act# Legal Descnpt10n FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ ) Name/ Address of Owner ZFF ZFF Assessment CHARLES LACKEY PO BOX 2198 RENTON WA 98056 112305-9030 170 $12,531 57 S 378 8 FT OF W 125 FT OF E 1/2 OF SW 1/4 OF SW l/4 LESS CO RD SUBJ TO ESMT TRANS LN R/W LESS C/M RGTS Mr Vangaard-Renton I.LC 14?00 SE 36m Street, l/200 Bellevue WA 98006 152305-9145 220 $16,217 33 N 1/2 OF NE 1/4 OF NE 1/4 OF NW 1/4 LESS E 330 FT LESS W 150 FT LYN OF LN 90 FT N OF S LN SD N lfl LESS W llO FT OF S 90 Ff LESS CO RD LESS C/M RGTS JAMES D & PAULA MONTGOMERY 2807 BURNETT A VEN RENTON WA 98056 152305-9112 105 $7,740 09 W 100 Ff OF E 330 FT OF N 190 Ff OF NW l/4 LESS CO RD & LESS C/M RGTS ROBERT & PAMELLA MINKLER 5LUMMIKEY BELLEVUE WA 98006 152305-9002 294 $21,672 25 E 230 FT OF N 1/2 OF NE 1/4 OF NE 1/4 OF NW 1/4 LESS CO RD LESS C/M RGTS (lQ a, en C> ~ ~-, C > C".J --- c-, .__.._, C-..J <',I Property ldent1ficat10n Parcel# 20 KC Tax Act# Legal Descnptton Parcel# 21 KC Tax Act# Legal Descnption Parcel# 22 KC Tax Act# Legal Descnpuon FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ ) N~e/Address of Owner ZFF ZFF Assessment WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE J2g,l' Street Renton, WA 98059 152305-9096 229 $16,880 76 NW 1/4 OF NW 1/~ O(NW .114 OF NE l/4 LESS E 150 FT LESS CO RD LESS C/M RGTS W 30FTFORRD WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 12811, Street Renton, WA 98059 152305-9040 38 $2,801 17 POR SE l/4 OF NW l/4 OF NE 1/4 BEG NW COR SD SUB TH S 88-22-52 E ALG NL Y LN 30 Ff TH S 00-28-40 W 200 Ff TH ELY PLW NLY LN 300 7 FT TO TPOB TH CONTG E 300 7 Ff TO PT 30 FT W OF ELY LN TH S 00-25-28 W 226 91 FT 'TH N 88-24-30 W PLW SLY LN 300 8 FT 'TH NL Y Zl1 09 FT TO TPOB LESS C/M RGTS & LESS N 117 FT OF S 187 FT OF E 250 FT TIIOF WEST COAST INVESTMENTS INC SHIRLEY HUNG and CLAUDIA HUNG (TRUST) 14009 SE 128"' Street Renton, WA 98059 152305-9132 169 $12,457 86 W 24 FT OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 & E 131 FT OF NW 114 OF NW l/4 OF NW 1/4 OF NE 1/4 LESS CO RD · J>roperty . Identification . ParceL#23 KC Tax Act# Legal DescnptIQn. Pc1rcel # 24 -.--· -·--- KC Tax Act#·· . . CITY OF RENTON . FINAL ASSESSMENT ROLL ' CENTEXLATECOMEJl [WiNDWOODl . Name/ Address of Owner · · C. • • -0 " .. DANIEL F MEDDAUGH 14013 SE 128TH ST RENTON WA 98059 152305-9061 _ZFF; 210 ) . -· ,$15,480 1s· .•. W 1/2 OF NE 1/4 OF NW l/4 OF NW 1/4 OF NE 1/4 LESS W 24 Ff LESS co RD PATRICIA A BANASKY 463 Ferndale Avenue~• RENTON WA 98056 152305-9045 174 $12,826 43 c-..i Legal: Descr1ptton E 112 OF NE 1/4 OF~ J'"4 OF NW Ii4 OENE 1/4 LESS.CO RDS .LESS CIM RGTS. ... , c:::>-"'-· ·u -~ j~ Parcel# 25 KCTaiAct# •-·• Legal Des~r1pti~n .. . Parcel# 26 . . . KCTaxAct#· · . Legal Description . rartet u 21 . · . . - -. ·. -.·HOWARD V BANASKY .. · ~4<>1N 26TII ST ;·. . RENTON WA 98056 15230S~9019 352 . W 277 5 Fl' OF N 1/2 OF NE 1/4 OF NW i/4 OP NE 1/4. LESS CO RD • . . . -~ -"., . ·' . -.~ . ... -- - RIBliRA-BALKO·ENTERPRISES 16400 Southcenter ·Parkway,. #308 Seattle,· WA ·98188-3302 · . 152305-9047 3lr, ' $23,36769 N 1/2 pF NE 1/4'0F NW 1/4 OF NE.1/4 I;.ESS W 277 5 FT LESS E 135 Fl' LESS CO RD . .LESS CIM RGTS .. • . . . .. 'ROBERT ELEVY . 810 3RD AVE. · . #414 CJ!NTRI\L Bl:DG .. SEATTLE WA 98104 · · .. 38 •· ·. $2,80117- KCTax,Act # 152305-9148 Legal DescriptJori . . , W 30 fT OF E 135 FT:oF N 112 OF NE 1/4 ·oF NW l/4 OF NE I /4. LESS co RIL · . FINAL" ' , Property ldent1ficat1on Parcel# 28 KC Tax Act# Legal Description Parcel# 29 KC Tax Act# Legal Descnpt1on Parcel fl 30 KC Tax Act# Legal Descnpnon Parcel# 31 KC Tax Act If Legal Descnpt1on Parcel# 32 KC Tax Act# Legal Descnpllon FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOODJ ) Name/ Address of Owner ZFF ZFF Assessment ROBERT E LEVY 810 3RD AVE #414 CENTRAL BLDG SEATILE WA 98104 152305-9033 109 $8,034 95 E 105 FT OF N lfl OF NE 1/4 OF NW 1/4 OF NE 114 LESS CO RDS CLEO J FORGAARD 678 SUNSET BL VD NE · RENTON WA 98056 084710--0015 185 $13,637 30 Traa 2, BLACK LOAM AVE-ACRE TRS W 1/2 LESS E 158 FT LESS CO RD CLEO J FORGAARD 678 SUNSET BLVD NE RENTON WA 98056 084710--0016 128 $9,435 54 Tract 2, BLACK LOAM FIVE-ACRE TRS W 98 FT OF E 158 FT OF W 1/2 LESS CO RD CLEO J FORGAARD 678 SUNSET BLVD NE RENTON WA 98056 084710--0014 78 $5,749 78 Tract 2, BLACK LOAM FIVE-ACRE TRS E 60 FT OF W 1/2 LESS CO RD C ROBERT TIIORNTON 6824 19"' St W University Place WA 98466-°5528. 084710-0024 77 $5,676 06 Tract 2, BLACK LOAM FIYE,-ACRE TRS N 150 FT OF W 112 OF W 112 OF E 1/2 LESS CO RD = en en ,.."::) .-l Property Ident1ficat1on Parcel# 33 KC Tax Act# Legal Descnpt10n Parcel# 34 KC Tax Act# Legal Descnpuon Parcel# 35 KC Tax Act II Legal Descnpnon Parcel# 36 KC Tax Act# Legal Description FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF · Assessment BALES0 LP 30640 Pacific Hwy S, #D Federal Way, WA 98003 084710-0019 76 $5,602 35 Tract 2 BLACK LOAM AVE-ACRE TRS N 130 FT OF E 75 FT OF FOLG W 1/2 OF E 112 LESS N 12 FT FOR RD QUANG T·oo + PHUNG K CHUNG 14419 SE 128TH ST RENTON WA 98059 084710-0022 86 $6,339 50 Tract 2, BLACK LOAM FIVE-ACRE TRS NE 1/4.0F E 1/2 LESS E 68 FT LESS CO RD QUANG T DO + PHUNG K CHUNG 14419 SE 128TII ST RENTON WA 98059 084710-0020 70 $5,160 06 Tract 2, BLACK LOAM FIVE-ACRE TRS E 68 FT of NE l/4 OF E 112 LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 08471():-0005 084710-0010 968 $71,356 24 That Portion of Tracts I & 4, BLACK LOAM AVE-ACRE TRS W 112 OF 1 LESS W 120 FT OF E 150 .FT OF N 160 Ff & W 112 OF 4 LESS CO RD, ALSO, E 11.z LESS that ponion dedicated as streets c:o O"l en c::i ~..) L J < ~ c-.., --•::;;) .:::., L::) C-J ~ Property ldent1ficat1on Parcel# 37 KC Tax Act# Legal Descnptaon Parcel# 38 KC Tax Act# Legal Descnpt1on Parcel# 39 KC Tax Act# Legal Description Parcel /140 KC Tax-Act# Legal Descnption Parcel# 41 KC Tax Act# Legal Descnpuon FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD} ) Name/ Address of Owner ZFF ZFF Assessment Judy Patrick . 3604 NE g<h Street Renton WA 98056 084710--0006 126 $9,288 11 Tract 1, BLACK LOAM FIVE-ACRE TRS W 120 Ff OF E 150 FT OF N 160 PT OF W 1/2 LESS CORD Ba1Jmder & Rashpal Bunar 671 Bremenon Avenue NE Renton, WA 98059 142305-9016 599 $44,155 36 N 500 FT OF W 1/2 OF NW 1/4 OF NW 1/4 LESS E 225 Ff LESS W 30 FT LESS CO RD RIBERA-BALKO ENTERPRISES 16400 Southcenter Parkway, #308 Seattle, WA 98188-3302 142305-9021 511 $37,668 43 E 225 FT OF N 968 FT OF W 112 OF NW 1/4 OF NW l/4 LESS CO RD Daniel S Johnson 15051 SE 128111 Street RENTON WA 98059 142305-9020 599 E 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 LESS CO RD Maplewood FINER HOMES INC 1215 120TH AVE NE #201 BELLEVUE WA 98005 142305-9004, 142305-9017 2,093 $44,155 36 $154,285 75 Parcel A W 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 & SE 1/4 OF NW 1/4 OF NW 1/4 LESS CORD Parcel B W 112 OF W 112 OF NW 1/4 LESS POR OF N 500 FT LYE OF E LN OF W 30 FT OF SD SUBD LESS E 225 FT OF S 468 Ff OF N 968 Ff OF SD SUBDIV ex: er Property ldenttficauon Developer Property ~ KC Tax Act# ,-Legal Descnptlon i.::::- •... :·~ FINAL ) CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Name/ Address of Owner ZFF ZFF Assessment Cencex Homes 2320 I 30th A venue NE, Suite #200 Bellevue WA 98005 112305-9011 112305-9029 2,473 $182,297 50 Parcel A E 112 OF SW 1/4 OF SW 1/4 LF.SS W 125 FT OF S 378 8 FT LF.SS CO RD Parcel B SE 1/4 OF NW 1/4 OF SW 1/4 ALSO S l.S Ff OF N 112 OF NW 114 OF SW 1/4 LF.SS CO RD ) f,. , '·· ~~-~--...... /: ···----~·i;,---~· . ·1 /1i S/4#,/ -----·-l--x-1-· --_D. M_o. -- 1-Day--·-· _,_Y_~_. [~ Itul.u: hdlldf . l DATED L'? ____.2:1 q L. ----1 T It _J · m:.;J- 1-F...;.IL=ED..J.. -...;.,= ........ &_.!:~/"""--'--,-i m. r) '>7 L J- .Ad:'d ~. C t,.Co, Nn11 J"ork, ,\'. J I ; .&CIID f () . ,. t,..: IILOCIC :lm'DH --------------~! -.: . ;,::::c~__:.;~f_ .. _·~-'--'-----------------------'-·----- ., :;.:., :·.:·~,~:.: ) . ( NORTHS:lslN PACIFIC DKH:D. Form 36 A.) f' '3_ ~ i~-~ ·, .. Pl u~ ad Act of Cong. i8 grantr.s o.f certn lds is St. nJ W. & md to Sp a mt11 of ad Ids in truRl for p9.i.Ama . ~'Ja,a 1-81 recd in iJ/Jice nf S,f:IR of Interior at Wa.~hington, antl wha11, it is providd in sd mtg thal.lfl!/il,'lliizu . · . bo st lioertg to seU tinu of sd Us, nol bel. appraised value, & upon deposit of proceeds with Sp it 11hall rsls Boliil·.Jtpd/or, from li811 qf t1d mtg; and, who.R, Fp has sold 3p the ld hin/tr dsebd J. /i of Bd mtg,fo;-price · · .·. lB.,e than appraised value approvd by Sp, ond sg·taB beco,r 'party hereto for th. a purps of reltaJJg ~ ~ ,. Bf ,l!Jlg ; . Ji }rtiss ( powers in sd mlg, and in con~ rof $.... . . .9. . .Q ... fo F. p & by it to Sp pd, D11, g b JI c r r: c · f .... ,. ltl 1n K <: W; (ouer) . . · y;: ; {' ?i-fpn ,11~ dacbtl prems, so much & seh parts tho/ as are or may be mineral lds, or eontain coal or iron & 4/it i: · ao,: ard as may be neeessarg for mining operatns & the rt of access /or purpB of ezploring dev~l-• · : . j · .lU$.D. .. ..... . . . . . ·M \itrip._o~/4. eztdg lthro the sm ( or R~uch of .sd strit, ~! ... "! as mag be within ad dsic . .P.r.emo i. ~~ 00 ft o . sd qf~B l of Nor. R or any o~ranehes, ~edfor rl ., .. ~-.,~~-. J of !"' .• . or ciny br'/Dn:h has bn, or s e, locatf!(l on, or with(Ji legg ~. 2(1.() tr ... ~ .. . ... :\. 1 clr q/' all encumbrances ~t:pt ltUS and assessmts IJCt:rt:l sint:B •... i¥-i~/)llpon tho t:011--~ .. '·I u.~forsd: G. W, bg F. p. zt:pl tus & asse11smts as aforsd. I"' ·. . i _, ...... 'these prests to be sealed with their respective corp seals. · .. ; N THEBN PAfl;lf BA.l~ROA.D COJ!PAHY, ·.---~.L'(!_~~Yice-1?-esident, < .. __ _ .: ... -.. ~·-,----~Secy. CENTRAl:J/U~!I/PANY_~F W YORK (Tmslee) Bu ... :~~r"l.2. .~-.. . ..dL..,.2nd, Yic:1-Prest. -~··if• · . -~c~ C ~ ~ tJ/ Atles_t,,, .... , _, .... -.. t:_//. ... < .•... ~~""--.:::r··· Ser.g. ···:-V .... ·/ .. :·-; .. . ! .·.\· .:..:.i•.1"'• •I• • :.• ••• : •• -.• : • :'~-:-,:. , ~:· • ,'• • 1·, •,:•; :..: .-.• • • ;• .. , . <~:: .:.· :.dt::fJ/~ ·: ::-::~~:.2'.L.t{;.:~~:if,~:i:~:(+>.:.;,.,·,?,.·,)~\, ..... "'i :·t:;c;:';.t?f , . , .. ! -I j -l 1 1 l l i I I l l L j I t 1 l i 1 J l t i i ~ 1 j .! r ~ t .J' . . CERTIFICATE WliEN RECORDED RETURN TO: B, the c:;~;::;'l'signed, -~ aerlt of the City of Renton, Wa:.hingtonv certify tiBat thls As ai true Office of thf ,:;tv d~·rk Renton f.·!unkt;-~1 ouilding 200 MIJl.. ;wenue South Ren~A9!J~ Cl .. l,_:-;: and correct copy of. I. Subsamed and 921, ~ ~ ··-:::-_ ,2 tn l"'-f C: I.;• --- co I Q) ll: ! (.§ a, C':::, -- . . . .... ·.J,. -· CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 JW' ORDnmNCE OJil TU CrrY OP · RENTOH, WASBJNGTO!f, ESTABL:tSBIHG ~ ASSESSHENT DJ:STRICT POR s»lrl'ARY SB'ND SERVICE DI' A POltTX.Oll OP Tl!E SOUTH EIGBLANDS, BEA'J.'BD DODS, AND MAPLEWOOD SOB-BAS:INS AJID ESTABLXSlllliG '1"BEi J\llWmn' OF THE CHAR.GB UPON CONNECTION TO 'I'lm FAC:tLITrES. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTQN, DO ORDAIN AS ·FOLLOWS : · SECTION I:,. There is hereby: created a Sanitary Sewer Service Special Assessment Distr1ct for the area served by.the Bast Renton Sanitary Sewer Intercept.a~ 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 "A.., attached hereto. A map of the service area is attached as Exhibit "B.a 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. SECTJ;Ol'f I.I -Persons connecting to the sanita:cy sewer facilities in this Special Assessment District and which properties H W0l&i&%--MMS c.o g 17' "' .... I ""' .... ..... O' 0 ..., g !;; "" ..... ""' "" .... @ z:: ~ ... ,.., g ~ .... en_ = ~ r-:I:< ll .... l j .:; I C2 ! Q ; ttlEM iiNa ) .. ORDlNANCE 4 612 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 f~e and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New coIU1ections of residential dwelling units or equival.ents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a wiit 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 "A0 and which boundary is shown on the 'm.:.p attached as Exhibit "B. a SECTl:ON III:. 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 IV. This ordinance shall be effe,ctive upon its passage, approval, and thirty (30) days after publication'. -PASSED BY THE CITY COUNCIL this·l.Qth day of~-J=un==e=-_,...~L~ 1996. City Clerk 2 " I I I I I i j I I I . I !·. ) Ol!IDINANCE 4 612 APPROVED BY THli: MAYOR this 10th day of ~-J_u_n_e~~--~~' 1996. Jes ~armer, Mayor · .. Appro~as to form: .. oe~~~.a..- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. I i I I ' 3 • 1 l I l j I .. ·1 I ' • j l l j t ·-'- -~™.VU\!.· .J. -·-r-----------... ·-) Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT IOIISTRICT FOR THE cmr OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8. 9, 10, 11, 14. 15. 16. 17, 21 and 22 all in Township 23N, Ra.l?ge SE W.M. in King County. Washington • Section 8, Township 23N, Range SE 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 a1ong the centerline of Sunset Boulevard NE to the North line of the Southeast \4 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 SE 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 centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South llne of the Northeast 1.4 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 10P Township 23N, R.ange 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 1h of said Section 1 O; 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 1A of said Section 10; thence East along said North line to its intersection with the East line of said Section l O and the terminus of said line. 1 d@I e. ·& 4i4&1¥'§@A£f¥@N'ff4@i4W/Wl¥i&iM# 44¥@4\W 5M+¥1MilihGii¥iiiMWAffl.if 6 4¥4 e ++&ii ~ . i t I I. ' ! . ··*·· J •• . ,,, ...... ;:; . :cu. f . Legal Description of the Special Assessment District for the City o{Renion-East Renton Intercee_tor Section 11, Township 23N, Range SE W.M. ) All of the Southwest 1,4 of Section 11, Tovroship 23N. Range SE W.M.. Section 14, Township 23N, Range SE W.M. Page2of3 All of that portion of Section 14, Township 23N, Range SE. W.M. descnbed as follows: All of the Northwest 1,4 of said section, together with the Southwest 114 of said section. except the South 1h of the Southeast ~ of said Southwest 1,4 and except the plat of McIntire Homesites and 1h of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82, Records of King County. Washington. and exrept the South 151.55 feet of 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 ¥.2 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 1h 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 1h 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, Tovmship 23N, Range 5E. W.M .• except the Southwest 1A of the Southwest 1A of the Southwest 114 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 1A of the Southeast 1A 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 VQlume 39. page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast 1A of the Southeast 1A 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 SE W.M. .• All of that .portion of Section 17, Township 23N. Range SE 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 E t I I i . ( i i • j I i I i l. I I ; ' Legal Description of the Specilll Assessment District for the City of Renton -F.ast Renton Inlerceptor . Page3of3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405 .. Section 21, Townsh~p 23Nl, 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 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 23N, 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 ~ of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewo~ Heigh~ 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 1A. of the Northeast ~ of said Section 22. · I I I i i l l i i I l I , l l j ' ' ! i. i I I I I I i i i 1 WM s e ¥ RFMFi\44\9 @lth4¥i&itiMiiiW4¥ E P & A#iidb Hi Mffit:jJ 1 l. I I ! · _. .·¥, .. ' ·· ... ·-~ .•• ·• · .. ., -11 "'P?Sa+.ce ::!:!:=!!CZ ) .. Exhnbit B EAST RENTON INTERCEPTOR Special Assessment District Boundary · 1 :24,000 ------City Limits CZT..J.'"'-2] Special Assessment Distrld M em M¥ PW4iMM&i8MW!¥3\iiii&R+i#\!4Mr-ihW #iitlil5 ) 20030909001857.001 WllEH Rl!COllDED RBl'URNlO RBL BSTATB PROPERTIES LLC · P O BOX 99654 SEATTLE, WASHINGTON 98139-0654 Ill 00 I~ 1111111 1857 za.ee CHICAGO TITLE INSURANCE COMPANY DEED OP TRUST (For Use 111 the State ofWaslungton Only) TIIlSDEEDOFTRUST, madethis 2ND dayof September , 2003 between ~l(: INCORPORATBD, A WASHINGTON CORPORATION G. W. C. 1113'193 -12. ,GRANTOR, whose address IS 24633 NB 133RD ST, DUVALL, WASHINGTON 98109 c::m:CAGO TITLE INSURANCE co a corporation, TRUSTEE, whose address IS 701 FIFTH AVENOB, SUITB 1800, SEATTLE, WASHINGTON 98104 and REL ESTATE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY COMPANY whose address is PO BOX 99654, SEATTLE, WASHINGTON 98139-0654 WITNESSETII Granter hereby bargams, sells and conveys to Trustee m KING PARCEL A: ,BENEFICIARY County, Washmgton. THE EAST 105 FEET OF· nm NORTH HALF OF THB NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILIJ\METTE MERIDIAN, IN.KING COUNTY, WASHINGTON, EXCEPT THE EAST 20 FEET THEREOF FOR ROAD, ALSO EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL B: THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST SEE ATl'ACHBD EXHIBIT Tax Account Number: 152305-9033-03 AND 152305-9148-05 which real property JS not used pnnctpally for agncnltural or fanning purposes, together With all the tenements, hereditamcnts, and appnrtenances now or hereafter thereunto belongmg or m any WJSe appertammg, and the rents, issues, and profits thereof This deed 1s for the purpose of securmg performance of each agreement of grantor herein contained, and paymentofthesumof($155,000.00 ) ONE HUNDRED FIFTY-FIVE THOUSAND AND o o /1 oo with mterest, in accordance with the terms of a promJSSory note of even date herewith, payable to Beneliciary or order, and made by Granter, and all renewals, modifications and extenswns thereof, and also such further sums as may be advanced or loaned by Beneb.aary to Grantor1 or any of thett successors or assigns, together with mterest thereon at such rate as shall be agreea upon . DmnRST/RD,\/117!1 ,. Escrow No. 111379'3 ) CIDCAGO TITLE INSURANCE COMPANY EXHIBITA . 20030909001857 .002 Title No 1113793 QUARTER OP THB NORTHWEST QUARTER OP THE NORTHEAST QUARTER OF SECTION 15, . TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTB MERIDIAN, IN KING COUNTY, . WASHINGTON; EXCEPT nra NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY SOUTHEAST 128TII STREET; ALSO EXCEPT THE SOUTH 12 FBET OF THE NORTII 42 FEET OP SAID,SOBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642 escexfrda/0899 , ) ) 20.030909001857 .003 001113793 To Protect the security of this Deed of Trust, Grantorconvenants and agrees· 1 To keep the property in good condition and repair; to permit no waste thereof; to complete any building, structure or improvement being built or about .to be built thereon; to re.uore promptly any building, structure or improvement thereon which may be damaged or destroyed, and to comply with all laws, orchnances, regulations, covenants, conditions and restncbons affectmg the property 2 To pay before delinquent all lawful tues and assessments upon.the propert}', to keep the property free and clear of all other charges. liens or encumbrances impainng the security of this Deed of Trust. 3. To keep all buildings now or hereafter erected on the property described herein eontinnously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, . and then to the Granter. The amount collected under any insurance policy may be applied u~on any indebtedness hereby secured in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the event of foreclosure, all rights of the Grantor in insurance poliacs then in force shall pass to the purchaser at the foreclosure sale. 4 To defend any action or proceeding purporting to affect the secunty hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs ana expenses, includmg costs of title search and attorney's fees in a reasonable amount, in any such adion or proceeding, and 1D any suit broaght by Beneficiary to foreclose this Deed of Trust 5 To pay all costs, fees and expenses in connection With this Deed of Trust, includmg the expenses of the Trustee incurred in enforcmg the obbgation secured hereby and Trustee's and attorney's fees incurred, as provided by statute 6. Should Granter fail to pay when due any taxes, assessments,insurance premiums, liens, encumbrancesor 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 became a part of the debt secured in 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 proceeding, the entue amount of the award m such portion ofit as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation. 2. By accepting payment of any sum secured hereby after its· due date, Beneficiary does not waive its nght to require prompt payment when due of all other smns so secured or to declare default for faitore to so pay 3 The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto on written request of the Grantm and the Beneficiary, or upon satisfaction of the obligation secured and written 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 in the performance of any agreement contained herein, all sums secured hereby shallunmediately become due and payable _ at the option of the Beneficiary In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of W ~on at public acution to the highest bidder. ktty person except Trustee may bid at Trustee's Sale. Trustee shall apply the proceeds of the sale as follows: (1) to the expense of the.sale, including a reasonable Trustee's fee and attorney's fee; (2) to the obligation secured by this Deed of Trust; and (3) the surplus, if any, shall be distn"buted to the persons enbtled thereto. S. 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 power to convey at the time of his execution of this Deed of Trust, and such as he may have acquired thereaftet. Trustee's deed shall recite the facts showmg that the sale was conducted in compliance with· all the requirements of law and of this Deed of Trust, which recital shall be primafacie evidence of such compliance and conclusive evidence thereof in favm of bona fide purchaser and encumbrances for value. 6. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washmgton is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 7 In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint 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 onginal trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee ! ;, i I 1 , ) ) 20030909001857 .004 8 This Deed of Trust applies to mures to the benefit of, and is binding notonly on the parb.es hereto, but on then-heirs, devisees, legatees, administrators, executors and assigns The term Bcneficary shall mean the holder and owner of the note secured hereby, whether or not named as Benefi.aary herem GWC INCORPORATED STATE O~WASHINGTOL ~ ~ COUNTY OP KING ON THIS DAY OL.,:f V'J.:. 2003, BEFORE MB, THE UNDERSIGNED, A NOTARY PUBLIC IN AND POR~ST11: E OP WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPBJ.IRED TERRY M DEFOOR, TO ME KNOWN TO BB THE ~~~~~~~~~~~ OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FRBE AND VOLUNTARY ACT AND DEED OP SAID CORPORATION, FOR THB USES AND PURPOSES THEREIN MENTIONED, ANDON OATH STATE THAT HE WAS AUTHORIZED TO EXECUTE THB SAID INSTRUMENT AND THAT THE SEAL AFFIXED THERETO (IF ANY) IS THE C RATE SEAL OF SAID CORPORATION. TO TRUSTEE I HAVE HEREUNTO-SET MY HAND AND AFFIXED BY OFFICIAL REQUEST FOR FULL RECONVEYANCE DO NOT IUlCOllD 10 BB USED 0111.Y WHBN NOTBIIAS Bl!llN PAID The wtdctslgned JS lhe legal ownez 811d holder of the note and all other mdebtedness secured by the wuhm Deed of Tn,ot Said note, together with all other indebtedness secured by said Deed of Trust, has bCClfnlly paid and sabsf1ed, and you arc h=by l'CIJ=ICd and dnccled, on payment to yo1> of any sums owuig to you under the terms of sanl Deed of Trust, cancel sa,d note above mc11t1oned, 811d. all othc: evidcn= of 1ndebtednes.s secured by sa,d Deed of Trust dehvcrcd to you with the saJd Deed of Trust, and to reconvey, without WIIIIa!Uy, to the parucs deBtgnated by the terms of sanl Deed of TIU$!, all the estate not held byyo1> thereunder Dated ,,· }. I. J]; JGER ENGllNEEF flG . ,,. 9419 S. 204 i?ll..ACE .. lKEINI'lf', W ASHBINIG'll"OINJ 9803 1 . PIHIOINIE (253) 850-0934 FAX (253) 850-0155 IJE'v~OPM~Afi ""V OP ~e~NING MARcfS ~tg ij&©&UY&@ February 20, 2004 PRELIMINARY TECHNICAL INFORMATION REPORT JERICHO PLAT 37 LOTS NE 4TH STREET @JERICHO AVJE. NJE RENTON, WA. PREPARED FOR: GWC, Incorporated 24633 NE 133rd St .. Duvall, WA. 98019 (206) 696-0783 PREPARED BY: James J. Jaeger, P.E. ) I. OVERVIEW The approved preliminary plat consists of four existing residential lots with a · total area of 5.36 acres. The project will subdivide these 4 lots into 37 single family residential lots. There are three existing houses, garages and other improvements currently on the lot. There are no wetlands, streams, ditches or other water courses on this property. The property is 'bordered on all sides by medium sized residential lots, similar to the proposed subject plat. To the north and east of the property are the NE 4th St. and Jericho Ave. NE right-of-ways. The southwest property corner is the low area of the site. The existing drainage exits the property near this location and flows onto the neighboring lots and into a wetland area to the southwest. There are no drainage improvements currently on the site. Water, sewer and power/phone can be accessed from NE 4th St. along the north frontage of the property. Two of the existing driveways are connected to NE 4th St. The third existing driveway connects to Jericho Ave. NE. This will also be the location of a new east/west internal plat road that will connect Jericho Ave. NE to an extension of Hoquiam Ave. NE to the west. The new internal streets will be public roads. There will be a sidewalk on both sides of the new roads. The internal roads will be 32 ft. wide and constructed to City standards with asphalt surfacing and vertical curbs, with the pavement crowned in the center. The property in its current condition has a several groups of trees and is primarily covered with brush, tall grass and lawn. The trees are shown on the grading and tree plan. There also is a small amount residential landscaping associated with the existing houses. The site slopes down from the northeast, to the low area near the southwest property corner. The average slope is approx. 5% . · There is a steeper slope near the center of the property, but this does not exceed 9%. The drainage detention facility will be designed in accordance with the 1998 King County Surface Water Design Manual, with a level 2 detention standard. The proposed drainage will be collected by catch basins within the new road and routed to a detention vault. The vault will also serve as a water quality enhancement facility by providing dead storage "wetpond " volume under the detention.volume as allowed for a wet vault. The'site soils are silty loams near the lower areas and sands in the higher areas. However, the lots are too small to qualify for individual lot infiltration systems per the restrictions in the County Drainage Manual. The drainage vault will be cast-in-place concrete and will be permitted under a separate building permit. The vault will be designed by a registered structural engineer. .. ) ) Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIA) WORKSHEET " 1R1'Rr'il .:iRBGUEe~T(OWNEBJAND . ·. . . -. ;j , .. _ . , . . ,iRJilC>aEC:rEN.G~NEEF,L .. . " · . .. ·j 18:ABl'f2 ·-1RROUECiJ't1LGC1'l!JSN -- · ·.': :. ~·::·) -~ . . ,~NIU;)ESGRJBtlSN . -, -~ ;PART 3 ll'YPE OF PERMIT APPUCATION . ef Subdivision D Short Subdivision D Grading D Commercial D Other Community_ ProjectName · .Je.r, c.4\Q Flo...::r Location Township "2-3 Range £;° Section -I S: Project Size ':i • "34, @ ___ _ Upstream Drainage Basin Size O AC 0 OOF/GHPA D Shoreline Management D COE404 D Rockery D DOE Dam Safety ~Structural Vaults D FEMA Floodplain D Other D COE Wetlands D HPA Drainage Basin LPdL.£. \ .UA:s:H I t-J($-]D µ / ~f:::.QftR R \ \jE./<._ . --I D River-----'--'--------- 0 Stream------------- 0 Critical Stream Reach -D Depressions/Swales D Floodplain --------------- 0 Wetlands ---'------------- n Seeps/Springs D High Groundwater Table D Groundwater Recharge D Lake ----,----------- 0 Steep Slopes · I D Lakesideifaosion Ha.zard : I Other -Soi!T ype .1' / ~·-- I Erosive Velocities · 5tfs_±_ ____ _ ! ·---.. ----.. ---.. -------------·--.. -· ! ~--~j Additional Sheets A:1a1ched L_ ____ .............. __ .. ------------------...... . Paga 2 oi, )g County Building and Land Oevelopn. ., Division TECHNICAL INFORMATION REPORT (TIR) WORKSH_EET REFERENCE D Ch. 4 • Downstream Analysis D D D D D D Additional Sheets Attatched LIMITATION/SITE CONSTRAINT ' 1PAR1r 9 . ESC1REQUJREMEMFS · · . · ' MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION D Sedimentation Facilities J8:r Stabilized Construction Entrance N' Perimeter Runoff Control ~ Clearing and Grading Restrictions ~ Cover Practices ®: Construction Sequence D Other ~Grass Lined Channel X.J Pipe System D Open Channel D DryPond D WetPond Brief Description of System Operation -to da e>A-h UV"\. a..v I Facility Related Site Limitations Relerence , Facility Limitation ~Cast in Place Vault D Other D Retaining Wall D Rockery> 4' High D Structural on Steep Slope MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION 18(" Stabilize Exposed Surface @" Remove and Restore Temporary ESC Facilities y Clean and Remove All Silt and Debris ~ Ensure Operation of Permanent Facilities D Flag Limits ofNGPES f-...LPt D Other · D Infiltration D Depression D Flow Dispersal Compensation/Mitigation of Eliminated Site Storage D D NPi-. D Additional Sheets Attatched . ~ Drainage Easement ~ Access Easement D Native Growth Protection Easement D Tract D Other I I or a civil engineer under my supervision have visited the site. Actual , site conditions as observed were incorporated in:o this worksheet and the ~ ~ 9 j attatchments. To the best or my knowledge the information provided . . · · , . Jf'.~'-1 here is accurate. -----'---------·-------'-~ · s;g ~, (I ~ , nn 656 6 ~ ' I C-., ,~ , .. =I~ ~-,~ \! ~ >" ~ .. ~ -< ,t7o: •L ' I .... ~· l.:_-, I ----------u .. It\ ..... :i -/•8£1 u .. N • "'IL ,-m ID ID Ill. Ill N .... ... Ill I I ID ID ID Ill Ill -!litii~~~~~-.JL 21':;; ., -----'ID cu ... cu C'l .... ~r----;;;..: ID 0 ID .. "' ... 0 ...... ..... Ill lO CD Ill .. c'I' ... "' ,., O• ,., ..... (I) 0 "' ... 0 C'l OS ... 21' <D I cu m ... ..... ... <D 0 Ill Ww z U) Ill IP ... IP ..... L'l .... "' ID Ill ... Sl£'JO( d SlE"EIE ££"982 -_ I' 2-:_~8_2 699-Glll £9"982 0£"902 ) .... Ill u .. u ~~ ... :i -'- --..,;. ........... 0 N 0 tT) ... n., I[) (Tl 0 Pl ~ " w 2L e. ~i ~1. CJl lq• $' ... 0 l;;I" .... ., .... "' < .;·~1 0~ a:: ... "' (") ,,. D 6'w "'~ ~ .... ,:q.. S'., ~ . '"' Z; wr << ,!, p6"9c'l ' .. e(~>~I 0 "\ .. < <c>- 9·ro1 ~-r 22/(08£ u .. ~i !.l'l " v,._;.~ .... ~ ~~;;}:/ £Pl ~JI' ~,f',. v,rv !.v I .... .. ,-._/•'· ' ,. "":.4:-:i· £1'1 £l U· .. S'0 } i (" .r ~s-:6 .. "' ..... ~~ u ... ~g u .. "'~-"' r.,l· . 0, .. N g l"\I u ... ~! 1HS3 , 0£ "' 0 a., 0 a, 0 ..... lD "' I.'.) 0 " U> 0 (\/ ,. 0 .. a, ... 0 ~ Cl) ... 0 a, .,; 0 l"\I l"\I ,-... "' ..... ~., <<51'<'.: .... .... ;01 6'A(> (;:~ < .... ;o, 02 S.,::1 ( 2£'( rns3 .oe: £9:-8~£--- ) II. CORE DRAINAGE REQUIREMENTS 1. Discharge at Natural Location: The existing site currently sheet flows across the property to the southwest property corner. It crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage system will collect the runoff into the vault and discharge it into a pipe that runs west along NE 4th St. This pipe will discharge into the same stream that feeds the wetland area within the parcel to the southwest. 2. Off-Site Analysis: An upstream and downstream drainage analysis has been performed and is detailed in section Ill of this report. 3. Runoff Control: This project is providing a 1998 King County level 2 standard flow control. This matches storm duration for the half 2 year through the 50 year storm event. It matches peak flows for the half 2 year event. The flow control will be accomplished using a detention vault with an orifice type flow restrict or. 4. Conveyance System: The project will provide conveyance piping for the street drainage and the lot roof downspouts. The piping will be sized to handle the 100 year developed storm event. · 5. Erosion· and Sedimentation Control Plan: An erosion control plan will be prepared and will be included with the · engineering plans. This erosion control system will include silt fencing along the west and south property lines, construction entrance, seeding & mulching and clearing limits. Asediment pond will be designed as part of the initial grading and development of the site.· 6. Maintenance and Operation: The improvements to this site will dedicated to the City and will be maintained by the City. The private driveways and drainage piping will be maintained jointly by the applicable lots. 7. Bonds and Liability: The appropriate bonding and insurance forms will be secured prior to any construction on the site. SPECIAL DRAINAGE REQUIREMENTS There are 12 special drainage requirements that may apply to any project. In this case, none of them apply to this project. ) Ill. OFFSITE DRAINAGE A. UPSTREAM DRAINAGE There is no upstream off-site drainage tributary area for this project. The highest property lines are the east and northeast property lines. Along the east property line is the Jericho Ave. NE right-of-way. This street has a ditch and drainage system that intercepts any runoff from the east and directs it to the north and south. No runoff leaves this frontage and enters the site. The north property line is the NE 4th St. right-of-way. This street also has an improved drainage system that also intercepts any runoff before it can enter the subject site. B. DOWNSTREAM DRAINAGE The drainage from the site will be discharged from the detention vault near the northwest property corner and into a new 18" conveyance pipe that will run approx. 250' west of the Hoquiam Ave. NE intersection and discharge into an existing type 2 catch basin in the south shoulder of NE 4th St. This existing catch basin has an 18" pipe that runs for approx. 50' and discharges into a roadside ditch, within the south shoulder. The ditch is a well-defined drainage ditch with no signs of erosion or overtopping. Approx. 320' past the type 2 CB, the ditch enters a short section of 18" culvert and then into another type 2 CB, still within the south shoulder of NE 4th St. This CB also has pipes to the north and south that channel a small stream under NE 4th St. This stream flows from the north to the south and is a tributary to Maplewood Creek. The stream flow exits the discharge pipe from the CB and flows to the south along a line that would be an extension of 140th Ave. SE. The stream then enters a large wetland area on the properties south of NE 4th St. This wetland and stream corridor extends for more than 1500 ft. and continues to the south. With the King County level 2 detention requirement in place for this project, the developed runoff from the site should not have an impact on the downstream drainage system. I understand that the level2 requirement is a result of problems within Maplewood Creek as it flows down the steep slopes above the Cedar River valley. ) J J I ~_ .. 11:-- . I ... jJl_.·-'_· .. ~ ~ i l f -•• . i \ \ I I l : , I j \ I~ ,' : ', ~, ' i i .,_/ I ': I I I I 11 I 1--- ', I ·.~ I i ! I ,1: . •'· ·:. . I\ ;":; rl _,_,- \:; . lt---:..-..-----4 l } I :::==; I I; . -I J I , i i i '--. l : . . · t . . ' . J • 'ji i) ' : . . \)' \~---·i I -·· ._ , --. -.I . \ -_·_ -: ... ' . ' . ' ; --~ ----~ -~ ;,-"'' ,:--'~:::;:::;i, : . 1- . J I ! ---t . ·. -I i . . . ... , l I . ·-. -1- ~ li·i-· I r--,.. I"') I I w I I: i-·-; oA°v/ I ! i I ! I ! / . ~n.--~-=----<-i 11 t I\.:: 400 ·Dow~~ DM-1t--J~e:. \ \ ' . I ------/ 11-------- I ' ' \ I I .... __ _ ' ' ,.1 ' ' ' I < " ) ,-_,,,-~l . ( I I' I 3S aA~ 3S lcY\ . -\ .. ( . ~I IV. PREDEVELOPED DRAINAGE The drainage from the existing site currently sheet flows towards the low area near the southwest property corner. This area will in turn overflow onto the wetland southwest of the property. This area is characterized by tall grass and brush with a few trees. The larger trees are located in the higher portions of the site~ around the existing houses. The majority of the · site is tall grass and brush. There are no drainage improvements on the site. The existing frontage along NE 4th St. is not yet improved. It has a gravel shoulder. The entire site area of 5.36 acres was used as the tributary drainage basin. The existing drainage analysis was performed using the "KCRTS" hydrology software and its summary tables and charts are attached for reference. The methods outlined in the 1998 King County Surface Water Drainage Manual were used as guidelines .. Following this page are the data sheets used for the computer input data. The computer summary sheets for peak flow and time of concentration calculations are also attached. Below is a brief description of the. existing drainage characteristics: 2 year peak flow: 10 year peak flow: 100 year peak flow: total area: pervious area: ground cover: impervious area: ground cover: 0.20 CFS . 0.36 CFS 0.67 CFS 5.36 acres 5.30 acres till pasture 0.06 acres impervious ., . ~- ~~~l~l;~;--'---~~R~~=-L.4-~i~~~~~~~~~~~~~~~~~~~ -----'-I-'--; ___ ])_.__..D..,_rr-o..-~-'-\ _s_itlc!.e ou:eo.... , s-.5 . 3 eo a_q..e-s-. !'.: Do oo+ need :b? oJ),& ~ltllcX\cJ ~ 3 .. ' l : ir . . I, ! I:, -i.; ft? 1ti Ii,_ )! lli 1fl Iii ~ Ill ;j I ii Q,w 112..s - -D ,6co he. .,. CFS- :. <c ct=s -0,513 CFS - ~ () .~to cr--:r. o. '3-03' CF-S: JERICHO PLAT PRE-DEVELOPED DRAINAGE KCRTS PEAK FLOW S~Y Flow Frequency Analysis Time Series File:jerpre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak -Peaks Rank Return Prob (CFS) {CFS) Period 0.383 2 2/09/01 18:00 0.668 1 100.00 0.990 0.152 7 1/05/02 16:00 0.383 2 25.00 0. 960 0.356 3 2/28/03 3:00 0.356 3 10.00 0.900 0.044 8 3/24/04 19:00 0.333 4 5.00 0.800 0.200 6 1/05/05 8:00 0.321 5 3.00 0. 667 0.333 4 1/18/06 16:00 0.200 6 2.00 0.500 0.321 5 11/24/06 4:00 0.152 7 1. 30 0.231 0.668 1 1/09/08 6:00 0.044 8 1.10 0.091 Computed Peaks 0.573 50.00 0.980 ·- ) V. DEVELOPED DRAINAGE The developed project will include the new concrete detention vault and wet vault located near the northwest corner of the site, just east of Hoquiam Ave. NE. It will be located within a drainage tract that may also be used as a recreation tract. The site drainage will be routed into the vault using catch basins and pipes located within the new roads. Each new lot will be furnished with a piped drainage stub that will be connected to the street drainage system or with a pipe in the rear yards of the lots. The areas used to calculate the flows were the same as those areas used in the predeveloped drainage calculations. It should be noted that the frontage improvements were not included in the detention calculations because the frontage road has existing pavement (asphalt shoulder) that extends wider than the proposed new sidewalk. The detention vault was sized to meet the performance criteria established by the King County Level 2 detention standard. This criteria is that the vault can only release at a rate not to exceed 50% of the 2 year pre-developed peak flow while retaining 50% of the 2 year developed peak flow. This is the same for the 25 year peak flows. Additionally, the storm event duration for the developed site conditions must match are be less than the pre-developed storm duration, for the 50% 2 year flow through the 50 year storm flow. This is the level 2 standard as specified in the 1998 King County Manual. A wet vault will be used to meet the water quality standards. The wet vault will utilize the .detention vault and will provide the required dead storage below the detention live storage. The volume for the dead storage is based on the area of the impervious and pervious surfaces that drain into the vault. Similar to the existing condition, the KCRTS method was used to determine the peak flows for the various storm events. A duration curve comparison was performed to evaluate the vault performance. The computer data- sheets for the developed flows follow this page as well qs the works sheets and the time of concentration calculations. A brief summary of the developed drainage characteristics are: 2 year peak flow: 1 0 year peak flow: 100 year peak flow: total area: - pervious area: ground cover: impervious area: ground cover: 0.95 CFS 1.15 CFS 1.94 CFS 5.36 acres 2.26 acres till grass 3.10 acres impervious II _ 11 ill f,«-e.o.._ = 5. 3Co !'re..- 2.111 ill II II II 11 I! l 'I ii I 4 . Ill ·11 L 111 II II . I . i ·J ~ \<Cf<-1'5" Fee.Jc.·· i> D~v~~reJ FlDW5.' · .. · =-o. ~5" CFS :: . ( CFS -I, <.ocr CFS - = 4-6FY· Sr .~ . JERICHO PLAT DEVELOPED DRAINAGE KCRTS PEAK FLOW SUMMARY Flow Frequency Analysis Time Series File: jerdev. tsf rroject Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis-~----- Flow Rate Rank Time of Peak -Peaks Rank Return Prob (CFS) (CFS) Period 0.954 6 2/09/01 2:00 1. 94 1 100.00 0.990 0.765 8 1/05/02 16:00 1.18 2 25.00 0.960 1.15 3 2/27/03 7:00 i.15 3 10.00 0.900 0. 814 7 8/26/04 2:00 1. 01 4 5.00 0.800 0.984 5 10/28/04 16:00 0.984 5 3.00 0.667 1. 01 4 1/18/06 16:00 0.954 6 2.00 0.500 1.18 2 10/26/06 0:00 0.814 7 1. 30 0.231 1. 94 1 1/09/08 6:00 0.765 8 1.10 0.091 Computed Peaks 1. 69 50.00 0.980 ) J JERICHO PLAT KCRTS LEVEL 2 POND DESIGN SUMMARY · Retention/Detention Facility Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage O Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Detention·vault 92.00 ft 52.00 ft 4784. sq. ft 10.00 ft 410.00 ft 47840. cu. ft 10.00 ft 12.00 inches 2 Full Head Pipe Orifice# Height (ft) 0.00 5.55 Diameter Discharge Diameter 1 2 Top Notch Weir: Outflow Rating Curve: (in) 1.27 1. 93 None None (CFS) (in) 0.139 0.213 4.0 Stage Elevation Storage Discharge (ft) (ft) {cu. ft) {ac-ft) {cfs) 0.00 410. 00 0. 0.000 0.000 0.01 410.01 48. 0.001 0.005 0.03 410.03 144. 0.003 0.007 0.04 410.04 191. 0.004 0.009 0.05 410.05 239. 0.005 0.010 0.07 410.07 335. 0.008 0. 011 0.08 410.08 383. 0.009 0.012 0.09 410.09 431. 0. 010· 0. 013 0.11 410.11 526. 0.012 0.014 0.28 410.28 ,1340. 0.031 0.023 0.45 410.45 2153. 0.049 0.029 0.61 410.61 2918. 0.067 0.035 0.78 410. 78 3732. 0.'086 0.039 0.95 410.95 4545. 0.104 o. 043 1.12 411.12 5358. 0.123 0.047 1.29 411.29 6171. 0.142 0.050 1.46 411.46 6985. 0.160 0.053 1. 63 411. 63 7798. 0.179 0.056 1. 80 411.80 8611. 0.198 0.059 1. 97 411. 97 9425. 0.216 0.062 2.14 412.14 10238. 0.235 0.065 2.31 412.31 11051. 0.254 0.067 2.48 412.48 11864. 0.272 0.069 2.65 412.65 12678. 0.291 0.072 2.82 412.82 13491. 0.310 0.074 2.99 412.99 14304. 0.328 0. 076 Percolation (cfs) 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 '-' ) -~ 3.16 413.16 15117. 0.347 0.078 0.00 3.33 413.33 15931. 0.366 0.080 0.00 3.50 413.50 16744. 0.384 0.082 0.00 3.67 413.67 17557. 0.403 0.084 0.00 3.84 413. 84 18371. 0.422 0.086 0.00 4.00 414.00 19136. 0. 439 0.088 0.00 4.17 414.17 19949. 0.458 0.090 0.00 4.34 414. 34 20763. 0.477 0.092 0.00 4.51 414.51 21576. o. 4 95 0.094 0.00 4.68 414.68 22389. 0. 514 0.095 0.00 4.85 414.85 23202. 0.533 0.097 0.00 5.02 415.02 24016. 0.551 0.099 0.00 5.19 415.19 24829. 0.570 0.100 0.00 5.36 415.36 25642. 0.589 0.102 0.00 5.53 415.53 26456. 0.607 0.104 0.00 5.55 415.55 26551. 0.610 0.104 0.00 5.57 415.57 26647. 0.612 0.105 0.00 5.59 415.59 26743. 0. 614 0.107 0.00 5.61 415.61 26838. 0.616 0.111 0.00 5.63 415.63 26934. 0.618 0.117 0.00 5.65 415.65 27030. 0.621 0.124 0.00 5.67 415.67 27125. 0.623 0.132 0.00 5.69 415.69 27221. 0.625 0.141 0.00 5.71 415.71 27317. 0.627 0.146 0.00 5. 73 415.73 27412. 0.629 0.149 0.00 5.90 415.90 28226. 0.648 0.167 o.oo. 6.07 416.07 29039. 0. 667. 0.181 0.00 6.24 416.24 29852. 0.685 0.194 0.00 6.41 416.41 30665. 0.704 ,, 0. 205 0.00 6.58 416.58 31479. 0.723 0.216 0.00 6.75 416.75 32292. 0.741 0.225 0.00 6.92 416. 92 33105. . 0. 760 0.234 0.00 7.09 417. 09 33919. 0. 779 0.243 0.00 7.26 417.26 34732. 0.797 0.251 0.00 7.43 417.43 35545. 0.816 0.259 0.00 7.60 417. 60 36358. 0. 835 0.266 0.00 7.76 417.76 37124. 0.852 0.273 0.00 7.93 417.93 37937. 0.871 0. 280· 0.00 8.10 418.10 38750. 0.890 0.287 0.00 8.27 418.27 39564. 0.908 0.294 0.00 8.44 418.44 40377. 0.927 0.300 0.00 8.61 418.61 41190. 0.946 0.306 0.00 8.78 418.78 42004. 0. 964 0.312 0.00 8.95 418.95 42817. 0. 983 0.318 0.00 9.12 419.12 43630. 1.002 0.324 0.00 9.29 419.29 44443. 1.020 0.330 0.00 9. 46 419.46 45257. 1.039 0.335 0.00 9.63 419.63 46070. 1. 058 . 0.341 0.00 9.80 419.80 46883. 1. 076 0.346 0.00 9.97 419.97 47696. 1.095 0.352 0.00 10.00 420.00 47840. . 1. 098 0.353 0.00 10.10 420.10 48318. 1.109 0. 664 0.00 10.20 420.20 48797. 1.120 1. 230 0.00 10.30 420.30 49275. 1.131 1. 960 0.00 10.40 420.40 49754. 1.142 2.760 0.00 10.50 420.50 50232. 1.153 3.040 0.00 10.60 420.60 50710. 1. 164 3.300 0.00 10.70 420.70 51189. 1.175 3.540 0.00 10. 80 420.80 51667. 1.186 3. 760 0.00 10.90 420.90 52146. 1.19] 3.970 0.00 11.00 421. 00 52624. 1.208 4.160 0.00 11.10 421.10 53102. 1. 219 4.350 0.00 11. 20 421. 20 53581. 1. 230 4.530 0.00 11. 30 421. 30 54059. 1. 241 4.700 0.00 11. 40 421. 40 54538. 1.252 4.870 0.00 11. 50 421. 50 55016. 1.263 5.030 0.00 11. 60 421. 60 55494. 1. 274 5.180 0.00 11. 70 421.70 55973. 1. 285 5.330 0.00 11. 80 421. 80 56451. 1.296 5.480 0.00 Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 1. 94 0.67 1. 56 10.25 420.25 49016. 1.125 2 0.95 ******* 0.35 9.99 419.99 47811. 1.098 3 1.15 ******* 0.26 7.43 417.43 35542. 0.816 4 1.18 ******* 0.31 8.73 418.73 41743. 0.958 5 1. 01 ******* 0.27 7.70 417.70 36847. 0.846 6 0.98 ******* 0.17 5.95 415.95 28452. 0.653 7 0. 77 ******* 0.10 4.83 414.83 23102. 0.530 8 0.81 ******* 0.08 3.63 413. 63 17373. 0.399 ---------------------------------- Route Time Series through Facility Inflow Time Series File:jerdev.tsf Outflow Time Series File:jerout Inflow/Outflow Analysis Peak Inflow Discharge: 1. 94 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 1.56 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 10.25 Ft Peak Reservoir Elev: 420.25 Ft Peak Reservoir Storage: 49016. Cu-Ft 1.125 Ac-Ft Flow Duration from Time Series File:jerout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.005 37146 60.577 60. 577 39. 423 0.394E+OO 0.015 5162 8.418 68.995 31.005 0.310E+OO 0.025 4453 7.262 76.257 23.743 0.237E+OO 0.035 3519 5.739 81. 996 18.004 0.180E+00 0.045 3451 5.628 87.624 12.376 0.124E+OO 0.055 2555 4 .167 91. 791 8.209 0.821E-01 0.064 1635 2.666 94.457 5.543 Oa554E-01 0.074 1203 1.962 96.419 3.581 0.358E-01 0.084 844 1. 376 97.795 2.205 0.220E-01 0.094 567 0.925 98. 720 1. 280 0.128E-01 0.104 462 0.,753 99.473 0.527 0.527E-02 0.114 41 0.067 99.540 0.460 0.460E-02 0.124 13 0.021 99.561 0.439 0.439E-02 0.134 13 0.021 99.583 0.417 0.417E-02 0.144 12 0.020 99.602 0.398 0.398E-02 0.154 29 0.047 99.649 0.351 0.351E-02 C. ., 0.164 21 0.034 99.684 0.316 0.316E-02 0.173 18 o. 029 99.713 0.287 0.287£-02 0.183 6 0.010 99.723 0.277 0.277£-02 0.193 18 0.029 99.752 0.248 0.248E-02 0.203 7 0.011 99.764 0.236 0.236E-02 0.213 12 0.020 99.783 0.217 0.217£-02 0.223 13 0.021 99.804 0.196 0.196£-02 0.233 15 0.024 99.829 0.171 0.171£-02 0.243 17. 0.028 99.856 0.144 0.144E~02 0.253 13 0.021 99.878 0.122 0.122£-02 0.263 16 0.026 99. 904 .· 0.096 0.962£-03 0.273 11 0.018 99.922 0.078 0.783£-03 0.282 10 0.016 99.938 0.062 0.620£-03 0.292 8 0.013 99.951 0.049 0.489E-03 0.302 6 0.010 99. 961 0.039 0.391£-03 0.312 9 0.015 99. 976 0.024 0.245E-03 0.322 2 0.003 99.979 0.021 0.212E-03 0.332 3 0.005 99.984 0.016 0.163£-03 0.342 4 0.007 99.990 0.010 0.978£-04 0.352 5 0.008 99.998 0.002 0.163E-04 Duration Comparison Anaylsis Base File: jerpre.tsf New File: jerout. tsf Cutoff Units: Discharge in CFS -----Fraction of Time-----------~--Check of Tolerance------- Cutoff Base New %Change Probability 0.101 I 0.84E-02 0.82E-02 -2.3 I 0.84E-02 0.122 I 0~60E-02 0.44E-02 -26.4 I 0.60E-02 0.144 I 0.47£-02 0.40£-02 -15.9 I 0. 4 7E-02 . 0.166 I 0.35E-02 0.31E-02 -11. 6 I 0.35E-02 0.188 I 0.27E-02 0.26E-02 -3.0 I 0.27E-02 0.209 I 0.20£-02 0.23£-02 13.1 I 0.20E-02 0.231 I 0.14£-02 0.18E-02 23.9 I 0.14E-02 0.253 I 0.10£-02 0.12E-02 21.0 I O.lOE-02 0.275 I 0.75E-03 0.78£:-03 4.3 I 0.75£-03· 0.296 I 0.44E-03 0.46£-03 3.7 I 0.44£-03 0.318 I 0.26E-03 0.23E-03 -12.5 I 0.26E-03 0.340 I 0.16£-03 O. llE-03 -30.0 I 0.16£-03 0.362 I 0.65£-04 O.OOE+OO -100.D I 0.65E-04. Maximum positive excursion= 0.016 cfs ( 7.3%) occuring at 0.215 cfs on the Base Data:jerpre.tsf and at 0.230 cfs on the New Data:jerout.tsf Maximum negative excursion= 0.034 cfs (-24.1%) occuring at 0.141 cfs on the Base Data:jerpre.tsf . and at 0.107 cfs on the New Data:jerout.tsf Base New %Change 0.101 0.100 -0.3 0.122 0.103 -15.6 0.144 0.111 -23.1 0.166 0.154 -7.4 0.188 0.186 -1. 0 0.209 0.221 5.5 0.231 0.243 5.0 0.253 0.261 3.2 0.275 0.276 0.4 0.296 0.299 0.9 0.318 0 .311 -2.} 0.340 0.332 -2.2 0.362 0.348 -3.8 -en LL () - ) Q) N E> 0-+----------------~'>. ro ..c (.) Cl) 0 I I I I 10 -4 ~ ·-,; . \ .··\) ' -, ,\ I I Probability Exceedence jeroutdur <> jerpre.dur o I I I 10° ) ) Sr2 ... 1N . \ z. II II II z. / " 5] 2-0 C.-F I! = I! I Ill c:_5 111 . ill 111 II Ill II 1:1 II I I I l .-: .. ) ) APPENDIX A CHARTS, TABLES, GRAPHS FROM KING COUNTY SWM MANUAL ) K I N G C O U N T Y, W A S H I N G T O N, S U R FA C E W A T E R D E S I G N M A N U A L TABLE 3.5.2B SCS WESTERN WASHINGTON !RUNOFF CUR VE NUMBIERS - SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS In 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A raintan distribution, 24-hour storm duration. .. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 ~ , -Meadow or pasture: 65 78 ~89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second grow1h or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns. parks, golf courses. cemeteries. landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 .-. Gravel roads and parking lots ·~-76 85 ·cw 91 Dirt roads and parking lots 72 82 89 - Impervious surfaces, pavement, roofs. etc. 98 98 ·~ 98 Open water bodies: lakes, wetlands, ponds. etc. loo 100 100 100 Single Family Residential (2) Dwelllng Unit/Gross Acre % Impervious (3) . 1.0 DU/GA 15 , Separate curve number 1.5 DU/GA 20 shall be selected 2.0 OU/GA 25, for pervlous and 2.5 DU/GA 30 · impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 OU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 '-6.0 DU/GA 52 6.5 DU/GA © 7.0 DU/GA Planned unit developments. % Impervious condominiums, apartments, must be computed commercial business and Industrial areas. •' .. (1) For a more detailed description of agricultural land use curve num~rs refer to National. Engineering Handbook, Section 4, Hydrology. Chapter 9, August 1972. (2) Assumes roof and driveway runoff Is directed Into street/storm system .. (3) The remaining pervious areas pawn) are considered to be In good condition for these curve numbers. 3.5.2-3 ............... - -~V- 1/99 K I N G C O U N T Y, W • j H I N G T O N, S U R F A C E W .A T) R D E S I G N M A N U A L FIGURE3.S.1C l·YEAIR z.4.HOUR ISOPLUVXAl.S 2 ... YIEA!R24 ... HOUR !PIREC~PITATION ~:~:-:-... ~~f-:. -;· f1I!> 3.4 ,,,,,_ ISOPLUVIALS OF 2· YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 MIies 1: 300,000 .. :--~ --3.5.1-8 lt -.~ K I N G C O U N T Y. W A S H I N G T O N. S U R F A C E W A T E R D E S I G N M A N U A L · IFIGlURJE 3.5.l!E 10-\'EAR 24-HOUR ll:SOPLUVJl.All..§ .... 1 10-YIEAR 24 .. HOUR PRECIPITATION ·rP 3.4~ ISOPLUVIALS OF 10-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlle$ f I N C C O U N T Y. W A S ii 1 N C T O N; S U R F A C E W A T E R D E S I G N M A N U A L FIGURE 3.5..1.H 100-YE.A.R 24-HOUR ISOPLUV!ALS JC' ''EAFt24-HOUR PRECIPITATION 3., . -ISOPlUVIALS OF 100-YEAR 24-HOUR TOTAL PRECIPITATION IN 1HCHES o 1 a .1 4 s 6 1 o ,..,. ... 1: J00.000 ., Mar 04 04 09:45a T@rr',f Defoor 239-389-8874 ',) ljboo2 '---"" . ..__,,,, 0910312003 1Z:Z4 FAX: 18 Bi'lO CTI RES ESCRW CHICA.GO MJ...E lNS'URANCZ COMPM"Y _7UJ PJP'THA VENUE, SUITE lBOO, SEATI'Ll:. WASHlNGTON 9Slil4 ESCROW SERVICES STATEMENT l'B'ONB: (206)$: IJ.V14l i!AX:' ~ CERTIFIED LIMITl:!IJ .PaACTICE Ol'FPCERS MAY R.E1'."'DllR SERYICBS AUIHORJZED BY AP.R.12 RID£ ONLY U,,.'DER THE FOLLOWING CO:t,"DmONS: l. Agreemont oflllspartiea: Pr:iortotkpcfcn:ncmce oft4K:l'VltU all plll'tica to the !rlm&aClianshall !la'le ngreed in wririag tO tho ba9C tCIJIIS allO w!lditiom al the tr=sll-d:Um. 2. Pixlosare ro thtJ'artics: lb Ofliccr wll ~ the panie& aflhe !ullllWiug limitations of .sc:mr.t. (a) That the Ofmzz is not BmD!! u lbC"-116vocate m J'~ of.the pa.rill$ hereto; (b) Thu th docmncntJ prq,a:red t,ythc O.lliccni!I all'ccUnclcplrlghts oflhepattieshere:o; (c) TlwthePIIIU=l'in~ in th£ dornmm,n dif&n; . ( d) 'That the patties have a right IO be rcpn:$::Utcil by llllllmq5 of rh£lr OVi'll choosing BIid 11( thm g,.g ~ (o) Tlaatth=O!lic,u .. ..,.DOU"'3 c:a.lLIIOt givunylegal"'19=as la thean11mC"-d11'1!blcllllll' dommenu afr.:a . th lasal rig'bU afth,; parties. 3. Thcj'~ ~ ~ bc,c,a_ pn:pan:d IP)d seleisr.d by tho Officu: SPEaAl. WAMANIY l>SSD, EXasE 1'AXA!'PIDAvrr 5. 0th= FEB-26-1999 FRI 09:37AM ID: P· 1 PAGE:1 ' Mar 04 04 09:45a Terr~ Defoor 239-389-8974 ) e,002 " 09/03/200:1 U;24 FM % ' 9';Jf) err Jm5 ESOlltlli ?Ul.FIFJ'HAVENL'IJE. &U1TE lllOII, SEA.'l'TUi, WAS'A'INOTON 98lD4 &EITOOmR. 3, :mtl3 00lll3'19.3 OOllll793 ESCROW INSTRUCTIONS fBDNB: (.lild)lt~ffil PAX: ~ Date; l!SCllCWNQ. 'll'IUI om>SR NCI. i"BOl'l!la'V: llt11lB1il: :PAJI.Cl!L ~ tr. UlltlS&m_ Rm.'TON, \VASBJNGTON GWC INCOJIPOil.ATS> TO: QnCA00'11TLEINSVRAN<:eCOMPM"Y m PD"IBAVENUI!, smre J.SOO 5:eATn.B. W.ASBrNOTCm $il,1W SEllim Imm .shall dcjpoit'Witb. caaow llllller ~ !nsttuttiomthe ~ .RJ!JILBl'A.'111rotl.CHASBAl(J)SAU;~'Tll<AD?>S,."[)'t).!4S1HBIIEit),l'JIAN'f ES'll!dll.!BD SErn.EMllNr ~ Jl."DT1CE: nlB.ll5milA.Tl!D Q,OSl!<;G srA'IEM1!11.'l' ISQIIJJECI'TO CBANClES, CORKEClYON5;All,'DfDaADI>m0NSAT'J'ME'J1Nl!Qf~CQHl'UrA'l"IONOP C10Sl."olGESC1lOW~. SPF.CIA!. \\'~"tYDBED Ja:XCISBTAX~'\'tt Yl'.xtA'Yllll.ttlBNlli'lClllI::."U1dB011..sOUClTAllaN whichycuaieinslructedto dcliver,rdcaae 11111~./or rccord..ha, ,= have for the a.ccmmt afthe ae.11,,r T\!l'O Jru1'1>REI) 'IHOVSIIND ANO II0/11.1) ( l200,1.W.OO ) Sllbjec:t to nny ~ lf1Jd/ar acdlu amhorized he.rein mid PURc::HASl?R. ha-'lb dcpo6ns w.ilh escrow: NOTOAND DJ:ZD OFnWSI'lNPJ\.'YOlll Ol'lU!I. C:,-J:A:re l'lUlrBP.lll!SU.C ROOJ!i AS lll!Ql."IRl:DTO Q.0£8 ESllMAIE)S£1"IlSl',1E."11"~ NCT1Ce 111Bl!Sn.'4ATED a..os!NO SI:A"ll!Ml!r."l'J:S RIBlECTTOCHA."IIOE!i, OJMEC[JONISANI)/0.ll.AIIDltlO$AT"mETDIEOPP!NALCOMPUl'ATIONOP a.osn-"G BSaU)W STA"IE.~"I. l. ·Whim you m:oal:ktn clo$c &CcCldmgto lhtcm,s and candiJiozis sotfortll iJi tb~ Real Elll&b,~e and Sale Agreema!L and Adc:niluma attacbcd Lhercl.c and in c0mpli.e= omh chcse instruclicm, mid u112 ~ pclic:y (ar polidea) af title~ i:a. ~ unaunt (or amomru) a.s fo!lowo: Sl:A.''l>AWOWNBR'S.POUCYl:lo'St:JUNGe.tJY&\.11',AMO\Jl,ITOP~PRIC:S EXll!Nl>l!Dl&illBl!.'l! POLICY~ 1..E!111)EJUKAM01JI\TOFLOAJII ~ the ins~da..-, ~rion&, aduaum&, F~ and ilipwatimt,; aa camamed .iA rammitinent ill1scd 1mder .nzimber OOlll3"19.3 u!U!u which parties ~ h,iwc n>!ld IIDd epprowd, end a. Coudilien,;, T~ ar rCSC!Vlltirm 115 maybe ~dai tho plat CR Federal or Stale: pate:ll&. b. M.dlai attachiug by, lhrolldi er uzuf.er 1hc: (',nwee C. Spccial Em:eptizms l'JBBOUGHB l. YCJO.sre inslnuted ro dislnlnr. depo&ikd.fmuh pannimt to dGamB £t1Uemellt(1) mminecl and appta<>ed bythe paiiial hcnol.o mui by Chis n:lt:rc::ace made a put hc:tcof. 0:rtmn items sbawa. OD the dO&llg mt=nt, lrlllf be ~d onlf and the lma.l .6gurcl :nuy be adjusted to au:ur~ elQoCI: -.ounts requited at the timo of disbu.i sement. FEB-26-1999FRI 09:38AM IO: p.2 PAGE:2 Def'oor 8730-CTI l!ES EScaolf 239-389-8874 ~ 01004 ESCROW IMSTRUC'X'l!ONS '.3. Tbe~ha"fe eiiammd cmdlacrcby ~ f-or ase a, this eocn,wthe c1ocumCDII dmaibcd cl,o,e as ID ctm!c1111Dd.fc1111. 4.. Asmme a per mcm basis m miyprl),(lltchm,m pnnideli. an:! ualas paltios atmwisewauc:i yt,U, you are ID ust 1= mlmmatio.11.comamcd.ia die: his!. a"IIilebJe t:aac~ llS ~ by the 8C1Jcr, bcllctici,niy's Jtlllem=t, and fire ~ palicir4 dc~rod idto CSCRI\V far lhc ~ provided above. 5. .All mam,y r:ca:i>Vd by yw ill this c,ao,w in 10 be: dcposiled ia. yr;w lnll!t eaxJllm peadms c:Jmms, ~ is uaden:mad lbnt Cl1I dlcda, J1U1D81 mdcr!i or dndia 'Orill be~ far callettum iD lb nmul cmme: atlmsuless. Yo11 may o:mmmsJ,, fmi4a .rca:md m dd$ -,;,,j!IJ, c&Ct'O'IO' fmid& of CJthars, m )On may, 'V!ICbaat Jimirmiml, d,:.pmit suc1& flmds in yOIJf cmtodialor cscrow=-nts with =1repll,ltsbk trust CIOIIDpUly, bamk, ~ 'baak, ~ IISSDOl!Itall, or othi:r &umdal SC0'9= cznily, mdlldmg IIIIY af6lialC d Cbia,go Tille Jmmance ~-Yem 91,,aIJ be undar JltJ obligstiau fD mveat die !111111a m,pcsilcd ~JUll an bdl.a!f of-, dq,as;tur, :nor slicD ,ou. 1n: en:omztahm Int ay em:i=t19 ar ~ beitcfm ~ fD the fllnds-..-h }'t>1I m,ry ~~you hold &11chfmzds. If b-, l'QljQJl.flmds are rmimld Or RmlDII bi QlCl0"1 after the dasiag date, :,mi a.re aulharizcd to dcdna ihtitlram a~ cbiqt as cOS'..cdaa. 6. You ue iD8lrm:tlxl !!ad aD 111cmcy etld domm=s TCq\lD-cd byJDll l==alrall ln: deposited wich y.iu <Ill or before SEPTBMBER. 3, 2003 • 1t w. C8aO"' boa not been placed m n c.cmditi= to dQ\lQ 1,y wc1 datf, = a110Ye 1I.c:u deposiICd by me {as) me ta he ntumcd to me (va} open "'1iuca dem.azul. at which til!IC I/vie l'liU J,ay eU .fl)ur dsiirp Ul ~~ but 111. tbc Ab.scncc af. l!Udt wrlncil dciwmd, yau 'l\<iD. proceed with lht&e iDstnldiam as aDQll a& prm;tic:ablc.. 7. ~ c:losiag ~~ "'II,)' be-1ed inanm!mparts ....uh like effect.is if aJl.sipaturcs appemaiOD a liiDgtc ~-Facsimile tapie& of certain d11a1m1:111a 11111y be a«cptcd. at !he~ of Oiir.ago Title~ Company, !'or pv:pcees of doq 8. These~~ are not iDlcuded to amt:Dd, iuodify ar sapc;ra,dl) the i:am. ad a,aditxm Kt forth fn the rtozd Baaco Purdw: and S2le.Ag[ecma::a1 1111d Addecdum.s lhe:leto, if u.y. .Esavw is to be amcmied only witll. Ebe ~OIIB spetificoJly Rt fort!,. in~ io:;cne!imzs mu! idcutific:d by the BuF and Sel!cr a& coamlmni tv the dmmg cf this e5Cl'a1f. 9. You areil:islrum:d to &irmsb. to a».y brctci er bdt:r idcnti6e4 with 1ml tl'IIDSlldian ot allYlllle IICting mi bcbalt of =ll .leader, ,my illfoi:matiQII ~ !lm e--upag. request of said brokct ar l=de:r. 10. Should my di.spu1o arlse b=twecD pattie& iatcrc&cdm property 01 fuoda CO"Wed b7' the& imlrutt.ODS, ygu ihall~ !hi: option to hold aD.lllattcnpenmng in tl,ieir di.en mlmg stttll$ OT to jam 111 0,-amwu::ng; & CU'1llt •~ clepcsir tJ.: moacy zmd. doC\lmc:nta n:!ctnld ta b= iJltQ tlic Rqiauy of I.he. Court Ol upon. hnldi:1lg tins e&Cl'C'A' open fur dctcnzlinatiaa of the rl[iba of lhr: pamca, you "Iii be n:.m:w:d cf all te$Jicmsibli1y. .ft ii flllther 881"•:ed tbat iA the event of my suit or dab IIU1dc a;ainst }'OIi by either m bath parties to this o.gra;mcnt, that ,aid parties !hall be reqnin,d to puy . }'Oil all~ co~ and rcasoziab!e atuimey'6 fees io connection~~ snit is militnted ~ YQU or ll1IY cf the pa,;a hereto. U. :Esa:ow holdc:r iz to ummr. oo respomibility or !b,billty for the ~ of the Trudi ill L=drng. Consmm:r Prot~ Statement. l2. 1'6cra""" bcldc:r is to =e :ao ~ or liability for the ealcalatioo, QC.ductian or 2llf odlc:I act such as me ~lding of fmim ,md/ar for the ~=t of ta::& in complirlme ud.th the '.Foxeip bm:almC11l ill Real P:ope:ty Thx Act as amc:zid~ iii 1984 (IRC 1445 et sec.). 'rhc ~ of wbethe:r such IP ia due 811d its pa,mcat ar willlbaldiD& i! due, mall be h!ndled by the paxties 01Jtsille of escrow. Escrow Bolder Jw lllbised t1:c piatiea to ~ tbir att.arn,,.y o,: c,,,uuivisor ~ the a~ af Soman 144!1 to elm Jnma•criOD ~· Holdo rcsuvcs tlie tight to~ II'")' lll2ilm it~ the Jaw rcqiurcs ii co take, ~dicr md.udr:d iD ~ ar D•>t. 13. 1'he 1,::pl description es in~ Commltulent for Title Ul5Urance No. 001113193 ia that oI rbc propm:ymamdod to be caa.vcycd in I.bu tr=adiaD. 14. n.e ~ hcn,by ackn~ .rucpt cf th: commitmeu1 far Prclimimsry nae wumce CQ\'Wg 11t1bjct:t p:operty Cogell,er~ Escrow AB=b.Admisdan ID P.nu:tiae R"1e Dia~ FEB-26-1999 FRI 09:38AM ID: p.3 PRGE:3 ~ M~r 04 04 09:46a Ter~D~Foor 239-389-8874 ) iibD05 0910312003 12:2$ FAX JO } 8138 CTI RBS Esato~ ESCROW INSTlllUCTIONS lS-You ve imtnund to prami:e BS r,f the dab., of rec:ordi:D;3 di.c f~ TAXES 17. Escrow holder is adoi5cd thill lb; P=CJW. propsty, if any, w.ill be trmiafc:nd oalside cf escrow bc!."=11 the pciucipala he.retn, 8Dd csaow hold:r is to asmmt. :no ~ or limility far tht o:mdilion, d~ Qf IIQ!cs tu dm: dtaecm. THE UNDERSIGNED RElWBY AGRE£ THAT ALL SPECIAL CONDITIONS.AND CONJ'JNGml.CISS OF THE Pt.lROIASEAl','D SALEAGlU:.EMENT, TOGETHHR. WllHA.VY ANO.AU.ADDENDA THBlUITO, ErIH6RBA\'B ~ OR. 'Will. BEMIITTO 1HEIR SATISf'AcnON OR WAIVED. CHICAGO mt..5,AS ESCIIOWBE, SllALL C>r."L y BB RESPONSIBLE FOR O.OSING IN ACCORDANCE wrra ~ WJUlTEN 'IERMS OP nmPtJRCHASE ANDSALSAGREBMENT AND ANY OTHER WJllTI'EN ~UCJlONS DEPQSl'JE) TO ESCROW. THE . PARTIES SHAU HOLb CHICAGO 'I'ffi.E~L'RJ\NCE OOMPA..-..Y AND m .BMPLOYEPS HARMLeSS J'ltOM ANYCLAJMRP$Ql.TING FROMTIU:. FAO:.URE OF ANVPAJtn'TO MEET ANY ADDmONALCOl'<ilmONS AND/OK CONTINGENC!f.S. -. BSCR.OW HOLDER.JS TO ASSUME NO RESPONSIBllJTY OR UABIUI'Y OP .ANYNA.'IlJRB RI::GARDING nm CONDITION, OOMl'l.E'IlOS Oil DEUVERY OF TifE SUBJECT l'ROPEll'rY- 'ESCROW HOLDER JSA'DVISED BY l'URCltASER AND SEl.LER'ffiATTHE SUBJECT PROPERlYIS VACANT LAND. - THE:2003 P.EA1. £STATE TAXES AllE TO BE PRORATED ON nffi BASIS OFQ.TRllENT AVAJLABU lNPOkMAUON AT TllE TIME 01' a.QS.ING. ANY AD.JlJS'I'MF'NI OF TAXES BY THE COUNTY TREASURER SHAU. BE PROllATED OIJTSIDE OF ESCROW BE'IWEFN lHE PRINCJPALS AND NOT BB WITHIN 11m ESCRO:W HOLDER'S RESPONSIBIUTY TO COLLECI' OR PAY, PR.ORATION OFT.AXES IS FROM 1ULY7.S,2-0(B OR. raB DAT£ OFACCEPI'.ANCE ON THE PUllClf.ASE,{SALEAGR.EEMB,'T PER PARAGllAPH 4-tt,) otf. BUYER. lSAWARB THAT THE ASSES5MEN'l'S lN PARAGRAPH 7.ARE TO BE P.AS.mD ~~~"G AND WILL. BE~NSIBIB'FORSAMB. TIUSISATRl'PLENETS..e.LE. A...._, . FEB-26-1999 FRI 09:38AM ID: p.4 PAGE:4 -. ' MJ9r 04 04 09:46a Terr)DeFoor 09/03/2DOS 12:29 FAX Zf · 8138 CTI RES BSCROtf lJ 239-389-8874 ) @DOG ~No. llCl11U7,3 Title No. 0011137P3 ESCROW ThlSTRUCTIONS DECLARATION OP'ESai.OW SER.WCES Both ~11110 Scl1a~bythtir~c&hacon !kcfllllawmg: I have been~ infmmod that CBJCAGO TITLE INSURANCE COMPM"Y (11:reilldr:r dc::igaam,d 'CHICAGO') is Jlllt lic.cmed to .(ll'acti= !av, rmd no 1=gid lllM!Z has b-offered l,y a«CAGO at arzy of its emplayi:c:1. J bu~~ Iwtlu,r- iafanmod \Jim CHICAGO b a.mg Gn1y as DD eacrt/111 haldar md da"1. i1 ia (mbidcl..a t,, ,_ tram offi::is]8 811)' ad'lia: ui _, pany nispecti,,g tu iac:m of thh -.--lnmaadim, or die Dalm'C af th: iDStlWILClltl utilizlBd, ami lb. it bu not do=-. I l ha"'> DOI bcai r<:lca:roo by CIIICAOO IC &'JJYn&mc:d llllOmc)' Ot enomc,s or~ !ram JOekiltg adl!it:e af Im)' lll1iffllDy 1mt h&\'O hem 1~ ID 1182k lepl eonmcl uf my_... cboo6iDB at my c,,,,n ~ if I ba'l'C dalM • CIJICCDmlQ =, uy.,d a! tbia~ Ifurthr.r declare all~ to~Iam ll pmi;y, if ~ared by CIUCAGO, ~ ~prej)ared Uadcr die diredionaf my ~er myself and paxticu?arly deda~ tbatt.OP7iDi legaldesalJtionfrom title rq,otts i::o1o funm af c!ae4, ere. er ~ otl~ de.~ or~is, er will be ""1;17 at mr di.-cc:timi or r~ Ilia~ been 3fmrdcd ~ tiiM and oppartanltym read imd ~ tbcse aaow imtnl'1ioDs BIid all olhcr documi:ntll refcm:d 10 therein. '!BE I.J},,"DERSJONED HA VE READ AND FULLY UNDERSTAND TlllE FOR.EGOING C..OSINO INSnticrtONS AND ALSO lliE DEC.L,\RA TION SET FORlHABOV~ AND AGREE TO lHE SAME . Fof'Olailting Address: FEB-26-1999 FRI 09:39AM ID: p.5 PAGE:5 -·"· JAEGER ENGHNEERHNG 9411 9 S. 2,04 PIL..ACIE a KIElNl'11", W ASIHIDINIGTOINI 9803 11 PIHIO~E(253)850-0934 F£X(253)85001155 February 20, 2004 R e\l . w{ U o+ o~va~W~t~~'1,%NING JUN 1 0 2004 fRf f t~llYf {Q) PRELIMINARY TECHNICAL INFORMATION REPORT JERICHO PLAT . 37 LO'fS . NE 4TH STREET@ JERICHO AYE. NJE RENTON, WA.· PREPARED FOR: ··• G WC,~Incorporated 2~633 NE 133rd St. Duvall, WA. 980-19 (206) 696-0783 PREPARED BY: James J. Jaeger, P.E. I. OVERVIEW The approved preliminary plat consists of four existing residential lots with a total area of 5.36 acres. The project will subdivide these 4 lots into 35 single family residential lots. There are three existing houses, garages and other improvements currently on the lot. There are no wetlands, streams. ditches or other water courses on this property. The property is bordered on all sides by medium sized residential lots, similar to the proposed subject plat. To the north and east of the property are the NE 4th St. and Jericho Ave. NE right-of-ways. · The southwest property comer is the low area of the site. The existing drainage exits the property near this location and flows onto the neighboring lots and into a wetland area to the southwest. There are no drainage improvements currently on the site. Water, sewer and power/phone con be accessed from NE 4th St. along the north frontage of the property. Two of the existing driveways are connected to NE 4th St. The third existing driveway connects to Jericho Ave. NE. This will also be the location of a new east/west internal plat road that will connect Jericho Ave. NE to an extension of Hoquiam Ave. NE to the west. The new internal streets will be public roads; There will be a sidewalk on both sides of the new roads. The internal roads will be 32 ft. wide and constructed to City standards with asphalt surfacing and vertical curbs, with the pavement crowned in the center. The property in its current condition has a several groups of trees and is primarily covered with brush, tall grass and lawn. The trees are shown on the grading and tree plan. There also is a small amount residential landscaping associated with the existing houses. The site slopes down from the northeast, to the low ared near the southwest property corner. The average slope is approx. 5% . There is a steeper slope near the center of the property, but this does not exceed 9%. The drainage detention facility will be designed in accordance with the 1998 King County Surface Water Design Manual, with a level 2 detention standard. The proposed drainage will be collected by catch basins within the new road and routed to a detention pond. The pond will also serve as a water quality enhancement facility by providing dead storage "wetpond " volume under the detention volume. The site soils are silty loams near the lower areas and sands in the higher areas. However, the lots are too small to qualify for individual lot infiltration systems per the restrictions in the County Drainage Manual. The drainage vault will be cast-in-place concrete and will be permitted under a separate building permit. The pond will be landscaped as recommended by the City; ,+··· Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIA) WORKSHEET ! I r;g( Subdivision D Short Subdivision D Grading D Commercial D Other---------- Community Drainage Basin D River-----------~- D Stream--~--------- 0 Critical Stream Reach D. Depressions/Swales D Lake--------~---- 0 Sleep Slopes D LakesideiErosion Hazard I Soil Typ,e Y-I-~---= I ---····---·---·-·-·----, Project Name : J e. 't-\ o-h c:;> Location Township -Z.3 Range ~ Plo...:t Section I 5" Project Size 5, :3(,, dZ5 ___ _ Upstream Drainage Basin Size __ o~-AC 0 DOF/GHPA 0 COE404 D Shoreline Management D Rockery ~Structural Vaults D ·ooE Dam Safety 0 FEMA Floodplain D COE Wetlands D Floodplain D Wetlands n Seeps/Springs D High Groundwater Table D Groundwater Recharge 'I L-< Other Erosio~ Mo ___ _ D Other D HPA Erosive Velocities __,5-...£. Ees ..:t:._ ___ . ---·--·-· i ~.3,.j Additional Sheets A:1a1ched L_:__-··-···----···-.... -.. -----·--· -----· ···--·· ---···---·-----------------·-··--------···-·--·-·----·- If/· Page 2 oi, King County Building and land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSH_EET REFERENCE D Ch. 4 -Downstream Analysis D D D D D D Additional Sheets Attatdled MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION D Sedimentation Facilities ~ Stabilized Construction Entrance ~ Perimeter Runoff Control ~ Clearing and Grading Restrictions ~ Cover Practices ~ Construction Sequence D Other LIMIT ATIONISITE CONSTRAINT MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION ~ Stabilize Exposed Surface a Remove and Restore Temporary ESC Facilities y Clean and Remove All Silt and Debris ~ Ensure Operation of Permanent Facilities 0 Rag Limits of NGPES f.-.1 P{ D Other ~Grass Lined Channel D Tank D Infiltration Method of Analysis x..., Pipe System l8J: Vault D Depression KC-R.T~5 ___ _ D Open Channel D Energy Dissapator D Flow Dispersal Compensation/Mitigation D Dry Pond D Wetland D Waiver of Eliminated Site Storage D Wet Pond D Stream D Regional Detention , N Pr · Brief Description of System Operation C..0 l!ec::h<.N'\ ~ str.ezt: ~if e-rs ~ CBs1 f 1px:O to Ja€A'\+i~ vo..ul±( ,~2et:vo...0lf-; p1re ~15oha.,cto.-ro s:h--ee:t Facility Related Site Limitations · · . -D Additional Sheets Attatched Reference Facili:y Limitation ~Cast in Place Vault D Other D Retaining Wall 0 Rockery> 4· High D Structural on Steep Slope I or a civil engineer under my supervision have visited the site. Actual site conditions as observe-<:! were incorporate-<:! in!o this woli<sheel and the attatchments. To the best of my knowledge the information provided here is accurate. ~-------- ~ Drainage Easement 1)(J Access Easement D Native Growth Protection Easement D Tract D Other I ,r)() ) ". ; 16 RENTON l -----------u '~ O!. I i?I>' I ~ I ,., ,,. ' co 0 "' ... ...... <.I) Ill ri _, (Jl "' OS -0 co C\I "' Ol I') i:;s, o· ..... co ,m C\I -C\I OS "' -21' It- ti) an ... I-"' {/) r ' ...... I-co :r CD an l-1 ru ... ~ '" w w z ti) ... s . ai ... C\I 0 "' "' t!l (T) --"DB_<!_ 699-6Lll c;g·gec ot · 9£J2 ... "' 111 (Tl ..... "' \;;Pl l\<-;.,_ r.-.• .-- !;Pl "· ~.· .. "·'-' ,· ' .... ~>:,· ',PI ... ,._N ~§ u ... u ... <I C\I C\I u <I g ~~ lH53 . OE 0 CD 0 er, 0 ..... -"' "' "' ...... 0 ..... w 0 C\I 0 f\l f\l ..... C\I " C\I ..... 1H53 .OE S978ZE-_ .. _ 02 os·c !'-\.'·· ( . <· II. CORE DRAINAGE REQUIREMENTS 1. Discharge at Natural location: The existing site currently sheet flows across the property to the southwest property corner. It crosses the adjacent large, undeveloped parcel to the southwest and into the wetland within that parcel. The wetland is a fringe wetland for the small stream that flows along the west property line of the adjacent parcel to the southwest. The proposed drainage system will collect the runoff into the pond and discharge it into a pipe that runs west along NE 4th St. This pipe will discharge into the same stream that feeds the wetland area within the parcel to the southwest. 2. Off-Site Analysis: An upstream and downstream drainage analysis has been performed and is detailed in section Ill of this report. 3. Runoff Control: This project is providing a 1998 King County level 2 standard flow control. This matches storm duration for the half 2 year through the 50 year storm event. It matches peak flows for the half 2 year event. The flow control will be accomplished using a detention pond with an orifice type flow restrict or. 4. Conveyance System: The project will provide conveyance piping for the street drainage and the lot roof downspouts. The piping will be sized to handle the 100 year developed storm event. 5. Erosion and Sedimentation Control Plan: An erosion control plan will be prepared and will be included with the engineering plans. This erosion control system will include silt fencing along the west and south property lines, construction entrance, seeding & mulching and clearing limits. A sediment pond will be designed as part of the initial grading and development of the site. 6. Maintenance and Operation: The improvements to this site will dedicated to the City and will be maintained by the City. The private driveways and drainage piping will be maintained jointly by the applicable lots. 7. Bonds and Liability: The appropriate bonding and insurance forms will be secured prior to any construction on the site. SPECIAL DRAINAGE REQUIREMENTS There are 12 special drainage requirements that may apply to any project. In this case, none of them apply to this project. Ill. OFFSITE DRAINAGE A. UPSTREAM DRAINAGE There is no upstream off-site drainage tributary area for this project. The highest property lines are the east and northeast property lines. Along the east property line is the Jericho Ave. NE right-of-way. This street has a ditch' and drainage system that intercepts any runoff from the east and directs it to the north and south. No runoff leaves this frontage and enters the site. The north property line is the NE 4th St. right-of-way. This street also has an improved drainage system that also intercepts any runoff before it can enter the subject site. B. DOWNSTREAM DRAINAGE The drainage from the site will be discharged from the detention vault near the northwest property corner and into a new 18" conveyance pipe that will run approx. 250' west of the Hoquiam Ave. NE intersection and discharge into an existing type 2 catch basin in the south shoulder of NE 4th St. This existing catch basin has an 18" pipe that nms for approx. 50' and discharges into a roadside ditch, within the south shoulder. The ditch is a well-defined drainage ditch with no signs of erosion or overtopping. Approx. 320' past the type 2 CB, the ditch enters a short section of 18" · culvert and then info another type 2 CB, still within the south shoulder of NE 4th St. This CB also has pipes to the north and south that channel a · small stream under NE 4th St. This stream flows from the north to the south and is a tributary to Maplewood Creek. The stream flow exits the discharge pipe from the CB and flows to the south along a line that would be an extension of l 4Qth Ave. SE. The stream then enters a large wetland area on the properties south of NE 4th St. This wetland and stream corridor extends for more than 1500 ft. and continues to the south. With the King County level 2 detention requirement in place for this project, the developed runoff from the site should not have an impact on the downstream drainage system. I understand that the level 2 requirement is a result of problems within Maplewood Creek as it flows down the steep slopes above the Cedar River valley. ) 1-.. I. r I /1 I I 3N aA'f S'D:>.J() h, \ \ ( \ ----I ,,,----.. -l I \ c:., I .1 I · ;,/ ~:;)_ r-:: . I , b I , _-I ''-c{i. ' 1-c---------,..-=----i--~' · ..?y ~ J-r-· :*_)ii--,-_-__c_ • .,. _--1 __ · -fL ";,--1' n +" " (J "-, . ·-. !-" . . ::s'~/1, : . ~ I~ ~~ ---~......-., J; ·-.-. l -.-i ---+-,-1.~ w ·; l -Z ! j. . j •',. · ... I'\ 11------.---~ \ I ;==,; I I . ,-. -, J ; i '--; i i : . ' . ! I / u I ~ ( r . ----· -1 · -I __ ---r' - ·1 i -·. I ---! aw) ! I I ' ._· : -~ I . : : ... :-<· . J L j . j in I ! ~::. ~T r#1n11 ~-f ~ . 1 j. I iw/ ~£ ; I I . ;· -~ fl\.:: 400 D{)w~~- DAA-tt--J~E.. I I I ' \ \ I I ' ' I : , __ " ) ,-~ 'l ( /" I I 3S aA~ 3$ ld:\ . -\ ( . IV. PREDEVELOPED DRAINAGE The drainage from the existing site currently sheet flows towards the low area near the southwest property corner. This area will in turn overflow onto the wetland southwest of the property. This area is characterized by tall grass and brush with a few trees. The larger trees are located in the higher portions of the site, around the existing houses. The majority of the site is tall grass and brush. There are no drainage improvements on the site. The existing frontage along NE 4th St. is not yet improved. It has a gravel shoulder. The entire site area of 5.36 acres was used as the tributary drainage basin. The existing drainage analysis was performed using the "KCRTS" hydrology software and its summary tables and charts are attached for reference. The methods outlined in the 1998 King County Surface Water Drainage Manual were used as guidelines. Following this page are the data sheets used for the computer input data. The computer summary sheets for peak flow and time of concentration calculations are also attached. Below is a brief description of the existing drainage characteristics: 2 year peak flow: 10 year peak flow: 100 year peak flow: total area: pervious area: ground cover: impervious area: ground cover: 0.20 CFS 0.36 CFS 0.67 CFS 5.36 acres 5.30 acres till pasture 0.06 acres impervious Ii . __ .., II II I Ill f\RE?A i ll: P~e.d: ·~o._ :: s. 3to ftc_. Iii ·3 ' ;; ·, . i i I,: 1:, \'. 1 : Iii 'fl s.111 11! .1! 111 11 Ill Ii I I II Ill Ill ·11 I : \C.Cf<\ 5 p~ ~ :. -- ~ -D,Cxo Ac... Pf"e-d-~\)JorJ F{cw..:S CfS' s<o cFs 0,573 Cf.5' (J. ~fl> CFS'", o. '34c>3' Cf:S- JERICHO PLAT PRE-DEVELOPED DRAINAGE KCRTS PEAK FLOW SUMMARY Flow Frequency Analysis Time Series File:jerpre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank (CFS) 0.383 2 0.152 7 0.356 3 0.044 8 0.200 6 0.333 4 0.321 5 0.668 1 Computed Peaks Time of Peak 2/09/01 18:00 1/05/02 16:00 2/28/03 3:00 3/24/04 19:00 1/05/05 8:00 1/18/06 16:00 11/24 /06 4:00 1/09/08 6:00 - -Peaks Rank Return Prob (CFS) Period 0.668 1 100.00 0.383 2 25.00 0.356 3 10.00 0.333 4 5.00 0.321 5 3.00 0.200 6 2.00 0.152 7 1.30 0.044 8 1.10 0.573 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 V. DEVELOPED DRAINAGE The developed project will include· the new detention pond & wetpond located near the southwest corner of the site, just east of Hoquiam Ave. NE. It will be located within a drainage tract that will be landscaped as recommended by the City. The site drainage will be routed into the pond using catch basins and pipes located within the new roads. Each new lot will be furnished with a piped drainage stub that will be connected to the street drainage system or with a pipe in the rear yards of the lots. The areas used to calculate the flows were the same as those areas used in the predeveloped drainage calculations. It should be noted that the frontage improvements were not included in the detention calculations because the frontage road has existing pavement (asphalt shoulder} that extends wider than the proposed new sidewalk. The detention pond was sized to meet the performance criteria established by the King County Level 2 detention standard. This criteria is that the pond can only release at a rate not to exceed 50% of the 2 year pre-developed peak flow while retaining 50% of the 2 year developed peak flow. This is the same for the 25 year peak flows. Additionally, the storm event duration for the developed site conditions must match are be less than the pre-developed storm duration, for the 50% of the 2 year flow through the 50 year storm flow. This is the level 2 standard as specified in the 1998 King County Manual. A wetpond will be used to meet the water quality standards. The wetpond will utilize the detention pond area and will provide the required deadstorage below the detention live storage. The volume for the dead storageJs based on the area of the impervious and p~rvious surfaces that drain into the pond. Similar.to the existing condition, the KCRTS method was used to determine. the peak flows for the various storm events. A duration curve comparison was performed to evaluate the vault performance. The computer data sheets for the developed flows follow this page as well as the works sheets and the time of concentration calculations. A brief summary of the developed drainage characteristics are: 2 year peak flow: . 10 year peak flow: · 100 year peak flow: total area: pervious area: ground cover: impervious area: ground cover: 0.95 CFS L15 CFS 1.94.CFS 5.36 acres 2.26 acres till grass 3.10 acres impervious -I f\<-es:,,..__ -5, 3 eo c... II II II II II . II d II Lo 111 i II Tbl"A-L = I 345lo 'f 5J=:. .:-3.10 k. -. (- 111 "" . rb1c.... . S' e.. ~ II s .. 11 'r<CR~ Peo.k De.v~~ Flews: Ii Ii :"" o. 'tS-CFS ::: .( -CFS -I, &:Fr . CFS - =:: 4-CFS· .) 111 JERICHO PLAT DEVELOPED DRAINAGE KCRTS PEAK FLOW S~Y Flow Frequency Analysis Time Series File:jerdev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0.954 6 2/09/01 2:00 1. 94 1 100. 00 0.990 0.765 8 1/05/02 16:00 1.18 2 25.00 0.960 1.15 3 2/27/03 7:00 1.15 3 10.00 0.900 0.814 7 8/26/04 2:00 1. 01 4 5.00 0.800 0.984 5 10/28/04 16:00 0.984 5 3.00 0.667 1. 01 4 1/18/06 16:00 0.954 6 2.00 0.500 1.18 2 10/26/06 0:00 o. 814 7 1. 30 0.231 1. 94 1 1/09/08 6:00 0.765 8 1.10 0.091 Computed Peaks 1. 69 50.00 0.980 JERICHO PLAT KCRTS LEVEL 2 POND DESIGN SUMl'lARY Retention/Detention Facility Type of Facility: Detention va·ult Facility Length: 92.00 ft Facility Width: 52.00 ft Facility Area: 4784. sq. ft Effective Storage Depth: 10.00 ft Stage O Elevation: 410.00 ft Storage Volume: 47840. cu. ft Riser Head: 10.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.27 0.139 2 5.55 1.93 0.213 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft} (cfs} (cfs} 0.00 410.00 0. 0.000 0.000 0.00 0.01 410. OL 48. 0.001 0.005 o.oo 0.03 410.03 114. 0.003 0.007 0.00 0.04 410.04 191. 0.004 0.009 0.00 0.05 410.05 239. 0.005 0.010 0.00 0.07 410.07 335. 0.008 0. Oll 0.00 0.08 410.08 383. 0.009 0.012 0.00 0.09 410.09. 431. 0.010 o. 013 0.00 0.11 ·410.11 526. 0.012 0.014 0.00 0.28 410.28 1340. 0.031 0.023 0.00 0.45 410.45 2153. 0. 049 0. 029 0.00 0.61 410.61 2918. 0~067 0.035 0.00 0.78 410.78 3732. 0.086 0.039 0.00 0.95 410.95 4545. 0.104 0.043 0.00 1.12 411.12 5358. 0.123 0.047 0.00 1.29 411. 29 6171. 0.142 0.050 0.00 1. 46 411.46 6985. 0.160 0.053 0.00 1. 63 411. 63 7798. 0.179 0.056 0.00 1. 80 411.80 8611. 0.198 0.059 0.00 1. 97 411. 97 9425. 0.216 0.062 0.00 2.14 412 .14 10238. 0.235 0.065 0.00 2.31 412.31 11051. 0.254 0.067 0.00 2.48 412.48 11864. 0.272 0.069 0.00 2.65 412.65 12678. 0.291 0.072 0.00 2.82 412.82 13491. 0.310 0.074 0.00 2.99 412.99 14304. 0.328 0.076 0.00 3.16 413 .16 15117. 0.347 0.078 0.00 3.33 413 .33 15931. 0.366 0.080 0.00 3.50 413. 50 16744. 0.384 0.082 0.00 3.67 413. 67 17557. 0. 403 0.084 0.00 3.84 413.84 18371. 0. 422 0.086 0.00 4.00 414.00 19136. 0.439 0.088 o.oo 4 .17 414.17 19949. 0.458 0.090 0.00 4.34 414.34 20763. 0. 477 0.092 0.00 4.51 414. 51 21576. 0. 495 0.094 0.00 4.68 414. 68 22389. o. 514 0.095 0.00 4.85 414.85 23202. 0.533 0.097 0.00 5.02 415.02 24016. 0.551 0.099 o.oo 5.19 415.19 24829. 0.570 0.100 0.00 5.36 415.36 25642. 0.589 0.102 0.00 5.53 415.53 26456. 0.607 0.104 o.oo 5.55 415.55 26551. 0.610 0.104 0.00 5.57 415.57 26647. 0.612 0.105 0.00 5.59 415. 59 26743. 0.614 0.107 0.00 5.61 415.61 26838. 0.616 0.111 0.00 5.63 415.63 26934. 0.618 0.117 0.00 5.65 415.65 27030. 0.621 0.124 0.00 5.67 415.67 27125. 0.623 0.132 0.00 5.69 415.69 27221. 0.625 0.141 0.00 5.71 415. 71 27317. 0.627 0.146 0.00 5.73 415.73 27412. 0.629 0.149 o.oo 5.90 415.90 28226. 0.648 0.167 0.00 6.07 416.07 29039. 0.667 0.181 0.00 6.24 416.24 29852. 0.685 0.194 o.oo 6.41 416.41 30665. 0.704 0.205 0.00 6.58 416.58 31479. 0.723 0.216 0.00 6.75 416.75 32292. 0.741 0.225 o.oo 6.92 416. 92 33105. 0.760 0.234 0.00 7.09 417. 09 33919. o. 779 0.243 0.00 7.26 417. 26 34732. 0. 797 · 0.251 0.00 7. 43 417.43 35545. 0.816 0.259 0.00 7.60 417. 60 36358. 0.835 0.266 0.00 7.76 417.76 37124. 0.852 0.273 0.00 7.93 417.93 37937. 0.871 0.280 0.00 8.10 418.10 38750. 0.890 0.287 o.oo 8.27 418.27 39564. 0.908 0.294 0.00 8.44 418. 44 40377. 0.927 0.300 0.00 8.61 418.61 41190. o. 946 0.306 0.00 8.78 418.78 42004. 0. 964 0.312 o.oo 8.95 418.95 42817. 0.983 0.318 0.00 9.12 419.12 43630. 1.002 0.324 0.00 9.29 419.29 44413. 1.020 0.330 0.00 9.46 419.46 45257. 1.039 0.335 0.00 9.63 419.63 46070. 1.058 0.341 o.oo 9.80 419.80 46883. 1.076 0.346 0.00 9.97 419.97 47696. 1.095 0.352 0.00 10.00 420.00 47840. 1.098 0.353 0.00 10.10 420.10 48318. 1.109 . 0. 664 0.00 10.20 420.20 48797. 1.120 1.230 o.oo 10.30 420.30 49275. 1.131 1. 960 0.00 10.40 420.40 49754. 1.142 2.760 0.00 10.50 420.50 50232. 1.153 3.040 o.oo 10.60 420.60 50710. 1.164 3.300 o.oo 10.70 420.70 51189. 1.175 3.540 0.00 10.80 420.80 51667. 1.186 3.760 0.00 10.90 420.90 52146. 1.197 3.970 0.00 11.00 421. 00 52624. 1.208 4.160 0.00 11.10 421.10 53102. 1.219 4.350 0.00 11.20 421.20 53581. 1.230 4.530 0.00 11. 30 421. 30 54059. 1.241 4.700 0.00 11.40 421. 40 54538. 1.252 4.870 0.00 11.50 421. 50 55016. 1.263 5.030 0.00 11. 60 421. 60 554 94. 1.274 . 5.180 0.00 11. 70 421.70 55973. 1.285 5.330 0.00 11. 80 421. 80 56451. 1.296 5.480 0.00 Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 1. 94 0.67 1. 56 10.25 420.25 49016. 1.125 2 0.95 ******* 0.35 9.99 419.99 47811. 1.098 3 1.15 ******* 0.26 7.43 417.43 35542. 0.816 4 1.18 ******* 0.31 8.73 418.73 41743. 0.958 5 1. 01 ******* 0.27 7.70 417.70 36847. 0.846 6 0.98 ******* 0.17 5.95 415. 95 28452. 0.653 7 0.77 ******* 0.10 4.83 414.83 23102. 0.530 8 0.81 ******* 0.08 3.63 413. 63 17373. 0.399 ---------------------------------- Route Time Series through Facility Inflow Time Series File:jerdev.tsf Outflow Time Series File: j erout Inflow/Outflow Analysis Peak Inflow Discharge: 1. 94 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 1.56 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 10.25 Ft Peak Reservoir Elev: 420.25 Ft Peak Reservoir Storage: 49016. Cu-Ft 1.125 Ac-Ft· -Flow Duration .. from Time Series File:jerout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.005 37146 60.577 60.577 39. 423 0.394E+OO 0.015 5162 8.418 68.995 31. 005 0.310E+OO 0.025 4453 7.262 76.257 23.743 0.237E+OO 0.035 3519 5.739 81. 996 18.004 0.180E+00 0.045 3451 5.628 -87. 624 12.376 0.124E+OO 0.055 2555 4 .167 91.791 8.209 0.821E-01 0.064 1635 2.666 94'. 457 5.543 0.554E-01 0.074 1203 1.962 96.419 3.581 0.358E-Ol 0.084 844 1. 376 97.795 2.205 0.220E-Ol 0.094 567 0.925 98. 720 1.280 0.128E-01 0.104 462 0.753 99.473 0.527 0.527E-02 0.114 41 0.067 99.540 0.460 0.460E-02 ·. 0 .124 13 0.021 99.561 0.439 0.439E-02 0.134 · 13 0.021 99.583 0. 417 0.417E-02 ·0.144 12 0.020 99.602 0.398 0.398E-02 0.154 29 0.047 99.649 0.351 0.351E-02 0.164 21 0.034 99.684 0.316 0.316E-02 0.173 18 0.029 99. 713 0.287 0.287E-02 0.183 6 0.010 99.723 0.277 0.277E-02 0.193" 18 0.029 99.752 . 0.248 0.248E-02 0.203 7 0.011 99.764 0.236 0.236E-02 0.213 12 0.020 99.783 0.217 0.217E-02 0.223 13 0.021 99.804 0.196 0.196£-02 0.233. 15 0.024 99.829 0.171 0.171E-02 0.243 17 0.028 99.856 0.144 0.144E-02 0.253 13 0.021 99.878 0.122 0.122£-02 0.263 16 0.026 99.904 0.096 0.962E-03 0.273 11 0.018 99.922 0.078 0.783E-03 0.282 10 0.016 99.938 0.062 0.620£-03 0.292 8 0.013 99.951 0.049 0.489E-03 0.302 6 0.010 99. 961 0.039 0.391E-03 0.312 9 0.015 99.976 0.024 0.245E-03 0.322 2 0.003 99.979 0.021 0.212E-03 0.332 3 0.005 99.984 0.016 0.163E-03 0.342 4 0.007 99.990 0.010 0.978E-04 0.352 5 0.008 99.998 0.002 0.163£-04 Duration Comparison Anaylsis Base File: jerpre.tsf New File: jerout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Tolerance------- Cutoff Base New %Change Probability 0.101 I 0.84£-02 0.82E-02 -2.3 I 0.84E-02 0.122 I 0.60E-02 0.44E-02 -26.4 I 0.60E-02 0.144 I 0.47E-02 0.40E-02 -15.9 I 0.47E-02 0.166 I 0.35E-02 0 .. 31E-02 -11.6 I 0.35E-02 0.188 I 0.27E-02 0.26E-02 -3.0 I 0.27E-02 0.209 I 0.20E-02 0.23E-02 13.1 I 0.20E-02 0.231 I 0.14E-02 0.18E-02 23.9 I 0.14E-02 0.253 I O.lOE-02 0.12E-02 21.0 I O.lOE-02 0.275 I 0.75E-03 0.78£-03 4.3 I 0.75E-03 0.296 I 0.44E-03 0.46E-03 3.7 I 0.44E-03 0.318 I 0.26E-03 0.23E-03 -12.5 I 0.26E-03 0.340 .I O.:i,6E-03 O. llE-03 · -30.0 I 0.16E-03 0.362 I 0.65E-04 O.·OOE+OO -100.0 I 0.65E-04 Maximum positive excursion= 0.016 cfs ( 7.3%) occuring at 0.215 cfs on the Base Data:jerpre.tsf and at 0.230 cfs on the New Oata:jerout.tsf Maximum negative excursion= 0.034 cfs (-24.1%) occuring at 0.141 cfs on the Bas~ Data:jerpre.tsf and at 0.107 cfs on the 'New Data:jerout.tsf Base New %Change 0.101 0.100 -0.3 0.122 0.103 -15.6 0.144 0.111 -23.1 0.166 0.154 -7.4 0.188 0.186 -1.0 0.209 0.221 5.5 0.231 0.243 5.0 0.253 0.261 3.2 0.275 0.276 0.4 0.296 0.299 0.9 0.318 0. 311 -2.1 0:340 0.332 --:2. 2 0.362 0.348 -3.8 -Cf) LL. () ..._ . "'Cif •. 0 . , .. ~ :" -~'·-. Probability Exceedenc.e··· ·. . • .• • .. •• '. f ...... . . -. ... -·~ .. jerout.dur o jerpre.dur o I 11 10° L>~· SlZ-tN .. >.R z. 5 · 2..0 .. · 61:_F . flDO · CF . · .. 1c.o Ill ,1 •• & APPENDIX A ~ CHARTS, TABLES, GRAPHS FROM KING COUNTY SWM MANUAL K I N G C O U N T Y, W A S H I N G T O N, S U R f A C E W A T E R D E S K G N M A N U A L TABLE 3.5.2B SCS WESTERN WASH.KN GT ON !RUNOFF CUR VE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS In 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfaU distribution, 24-hour storm durallon. .. CURVE NUMBERS BY HYOROLOGIC SOIL GROUP LANO USE DESCRIPTION A B C 0 .. Cultivated land{1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 -~ ,r -Meadow or pasture: 65 78 ~89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks. golf courses. cemeteries. landscaping. - good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% - to 75% of the area 77 85 90 92 --Gravel roads and parking lots ~--76 85 ~ 91 · Dirt roads and parking lots .. 72 82 7 89 , - Impervious surfaces. pavement, roofs, etc. 98 98 ~ 98 --...... Open water bodies: .. lakes. wetlands, ponds. etc. 100 100 00 100 Single FamRy Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA . -.. 25 for pervlous and 2.5 DU/GA . 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 OU/GA 52 6.5 DU/GA d9 7.0 DU/GA " Planned unit developments, % impervious condominiums, apartments. must be computed commercial business and · Industrial areas. _,.r (1) For a more detailed description of agricultural land use curve num!J:ers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff Is directed Into street/storm system. _ (3) The remaining pervious areas ~awn) are considered to be In good condition for these curve numbers. 3.5.2-3 - 1/90 IC I N G C O U N T Y. W A S H I N G T O N. S U R F A C E W A T E R D E S I G N M AN U A L FIGURE 3..5.lC 2-YEAIR. 24-HOUR ISOl?lLUVIAILS 2='VEAR 24mHOUR PRECIPITATION -·.,:~---:,;;~~-./ - . . . ¢> 3.4 _._ ISOPLUVIALS OF 2· YEAR 24--HOUR . TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 S 6 7 a MIios 1; 300,000 3.S.1-8 IC I N G C O 1.J N T Y. W A S H I N G T O N. S U R F A C E W A T E R D E S I G N M A N U A L FlGlURE 3.5.lE 10-YEAR 24-HOUR ISOP!LlUVJIAJL.S . i ' i-.-I 1 10..YIEAR 24-HOUIR PRECIPITATION tP 3.4~ ISOPLUVIALS OF 10-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 MIies Kl NO CO U·N T Y. W AS ii IN OTO N. S UR FACE WAT E R DES I G N M AN UAL FlGURJE 3..S.m! 100-YEAR 24-HOUR ISOlPUJVXAR .. .S JC' "'EAR 24-HOUR PRECIPITATION 1, -ISOPlUVIALS OF 100-YEAR 24--HOUR TOTAL PRECIPITATION 1N !HCHES 0 1 2 l 4' 5 G 7 8 '"'"'.,... \Oo '{R 3.5.1-13 1,.Joo.000 LEGAL DESCRIPTION PARC[l 152305 !!(HJ TH[ !;451 105 rtET or t'1E NORTH 1-W..F (Y THE NORTHE,1,SI OUAAJER or TII[ NQIJW~ST OUN!TEFI' OF lf<E NOPIHEA.51 OUAIH[R or SECTION 15, IOll'NS"41? 2J NOR'IH, RA.NG[ 5 r-s,. lltlLVUtl'T[ NERIDWI, IN K~CCI\JNTi.WASHINCl'DN: EYCEM'THtEASl1Qr[tT1HERtOl'FOIIRO/IO: [YCEPT THt NORlf<I 42 r[("t VHER[OF CONQ[t.lNE[) l~ KINC COUN!'Y SUF'ERIOR COl;m' CALISE kUMIJ[R ~J2~JJ FOR 90~11-lE:AST 128'tH SIFIEEl, PAACEl 1523059i.6 TH[ WEST JO FEET OF lf\[ [AST 1J5 FEET OF" TH[ NORTH H•LF or THE NOfHHEol.Sl OUART[R c;r IH[ NORTI-IWEST OU ... RT[R or Tli[ NORTHEAST OUIIRTEFI OF SlCTI0'-1 15, TOWNSHII'> 2J NORTH. fW,;G[ S (.lt,St, Wll.l>METIE M[fl'l[J(Ml, Iii KING COUNTY, l'IASHINGTOt./ PC[Pl TH[l>Ollltl JO rtr! lH[RCOF L'IWG W.rll•!IN TH[ "1(:!-<l or WAY or soun•tAST 12atH siRrr,. "'-50 [YC[PI n•r. SOIJlH l!l FEET OF 11-1[ NOR™ ,2 F[(T or SJ.ID SUBOMs:oN COJf'o't'Y[O to IONG COIJNT"Y roq ROAO PURPOSES Bl' OHO RECORDED UND!R R£CORUNG MWll[J> 582)6"2. P"'1CEl152JOS9l)ol7 NORTH H"'l.r or THE NORT-1[,t,Sl CU,l,IJT[R or TH[ NORTHl'o'(S1 OUAA'l[R 0, TH[ NDFITHl;,.sT OOAA'TtR or SECIION 15. iOIIINSHIP 2J r<DFITH, R/.NCt,:, [AS1, Wll.l.Al,IElr[ ltlE~IAN. IN l(lt,IC{OUNTY, WASHINCTOlof [tC[:PlntEwf:'ST277.,:lt(E1ANDll-lEEAST JJSrHllHtFl'{O, AND E~CEPT PORTION ,CONV['r[O TO KING COUNTY FOR RO•D ll"I' OE[D RECORDtPUNOERRECOROINCNU"18ER577J1:'!B. THE ~ES1171.5 t[ET or THE NORTH H/IL.F or THE NORTHEASI OUAA'IER {$ IHE NORTHW(ST QUARTER or Tift NORTHEAST QU,lrRTER Of SECTION 1,:,. TOWNSHIP lD NOR'TH, RNfriE 5 c•sr. ~u .. 1r.,mc M[RIOl'il, IN KING COUNTY. WASHINGTON EXC£Pflli[t<lflNJOt[ETTH[R[OFFOflC()(Jt,(t'rROA.tl ALSO (JC[Pf TH[ S0UfH 12 '£CT Of TH[ NORTH 42 rco f"'[R'EOf CONVtYEO TO l>\lt!O COUNT'/ TOR ROA:> PURPOSES BY OEEO RCCOPOCO OJN0£RRCCOROINCNU1,1BER!>82J6H. ALS:> EXCEPT IH[ SOUIH] f'EE1 OF TH[ NOl11H 4:!, HEI TH[R[()r CO/'M:'!'(D fQl(INQCOUNT'Jf~RO,,CPIJlll'OS[SIJVOHDSR[C:001)[0 UNDER RECORtllNC NUMOE"'S 87092&069~. 8709280695. 6709160696 . .t.'l0 87D!il2&oG~7. pl.R(EL 15n05904:!> rncc•srH•L'"OFTH[NQRTKEASTOUARtEROfTHE~TH\\'ESIOUN>TEFI or Tl<E NOFITHl'oESl O\JAlilER or THE ~ORTHEii.St ou•RT[R, 'SECTION 1~. TOWN$f;IF' 2~ NORTH. R"~-GE 5 EAST. 1/dLL!WETTE M[lllQI"~ IN l<JNO COUNTY,'11.0.SHINOTON -LE'SS COUNTY ROAOS NIO tESS NIN(FIAL FIICHf'S, gfp;~t!fj·~ f\ \'f··· VJl!A . l/!/ ,, . \ . r; 1\ ~ ' ' ~...) v{@vt5-if SURVCY DATA: 84515 or Bt.t.RING BREA~OOWN PER PLAT OF MORGAN Pl>CE. ~' 205, Pg 70 V(frnC ... L OATU'-1 CITY or RENTON CONTR-OL 12119 ELEV-426.~1 R(f(IR[MC[ SURVEl'S PLAT OF IJOACAN POCE, V 2Cl5, Pg 70 MAPLEWOOD ME.otlO.VS SHOR: PU,T, V 15B. Pq 1264 RECORD or 'SUR\/0' ,tJ'N 9~111J904 RECORD OF SURV(Y Af'N 9~9169004 RECORD or SURVCY AFN 8711029004 RECO',D or SUR'l[Y AFN 9408249005 TOPOGRAPHY AND 80/JNDAR'r' SUl?\IEY BY: ~ DRYCO . Surveying, Incorporated 12714 VALLEY AY.ENUE EAST SUMNEH, WA 9ErnJO 25.3-826-0JOO fA)( 253-626-970.:! A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE DATA /,,,_; f ~· .. , .,.~ Ji --: IJ SITE SERVICES AREA: 4.22 ACRES -R8 AREA: 1.09 ACRES - R 1 0 AREA IN STREETS: 0.84 AC -R6 AREA IN STREETS: 0.20 AC -R10 NET AREA· 3.38 ACRES -R8 NET AREA·. 0.89 ACRES -R 10 PROPOSED NO. LOTS: ·· 26 -RB PROPOSED NO. LOTS: 9 -R10 SEWE:R: (HY OF RENTON WATER: WATER DISTRICT NO. 90 SCHOOL: RENTON SCHOOL DISTRICT FIRE CITY OF RE,\JTON TELEPHONE: QWEST .ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V COMCAST CABLEVISION rnAcrs: ZONING: RB & R10 PROPOSED DENSITY: 7.69 UNITS/ACRE -RB PROPOSED DENSITY: 10.11 UNITS/ACRE -RlO PROPOSED USE: R-8 20NE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY 0£TACHED RESIO. ! J I r"~=li-/ Ii !' ' ' ...... / ; / .. -:•:· .... TRACT fi: ORA!NAGE -13666 SF TRACT B· FRJvti,TE ROAD -2605 sr ~ i i~ I ~ , I; i 1 ; . . l::i . ..• ·:;.--.> . ~ '\( '°;_ " ... , •• ,_ I W.j ::=.&:::: ASSESSOR'S NOS. 152305-9033 152305-9047 152305-91 48 152.305-9019 152305-9045 !rn ;gl\ 0.20 AC) R-B 1.81 AC (1,09 AC) ·e-10 SITE ADDRESS: 355 JERICHO AVE. NE VICINITY MAP ~r -·-·-Nk7'{b----rrlfE'Et------+=--· ·----~,r;;u,-sfi'iier--. , ====7-.r=---.--· ~ ~ .,._u'. --\ -· <>' . --"""U• ~ ---k--------;.z.:.= ·-·---: i ~;=== ,-------r~!~-,-, ... 1;;;;j\:::.:---·=r~-----=~-~_::_)_=.:;,;~,,,h==~;;_~------1y-----------.• ,.,r-_;=--r:==-::.,;;7-;.::i-~r1-,,:w~;~l.. . i. ,rr· i' ...... _,; • -I-27 .f I ..,,,.,~ 26 : ob .----_, .. I i'" ~ -! ;, : ob~cl~,~~~~~tg~;---i I ~rr:~~~ie~:~-1 clo1 ... --1.-.... ~ i •1JI '• 11 I I I IJ750 -sr I IJ556 sr , ,I 5oJJ~ SF , ' ," , 1 6090 SF I ~--, I 2J I ft, 59~~ sr 11 ~ 1511 5U6 'Sf I I I' " 1 " ~!l a I 1l ,-1 ~ lt1' "°'" '~· ' , l ~" I 11: ,._ 4JJ4 Sf' klll.J.984 sr ln,;1 .:ii JO 2 .... ~ , I I -_ • -_j I t --1001111' -----111J.on' --• ' I .. I • I .. "I ;,\;II ,kW ' r--:Cl}l·l·!Si ~L..i I !t(I f - ----'[; -aa00---1.J\ :''-~}_1 ;;00 it~~. J -: I -Rl~ir t.. ~ ~'ic' [ 1~!' -_;00 ~00: -~00 \ ... : ,~oo ~w ~oo : j .~oo --::: 1·· L !H1: I ,.~,\ . ' ,lg-·--1-t .. -r-r--I ;,-1------l,~r,1,,,-..-,r·, .:J.1 ~-Th~':-~'i~~~:-1 I I:<! ID ,1: ~~~ 'I; ,~·5755 ~ .~ ,s'.issr~i$ 1f . '.1i ~1¥ ~rsr:~! 1>1~L~t i ~:1 I \ ·. •J! I :1:1 i.1 , s2Js sr (i.. ,sdJ sr Fi~'.:'.1 530? v t• ,;{5 y 1 ~J 1"'+ f1i!\ 5~~1 SI' 11 11 l m~8s, 1 ~, ~·1 :, ·---;0 ,J ~. I- -. '16230 '9045 I ~1~ L ' 'J~;: 1· l'ji_' ,• f,;, J ""]' j -~-~,~ "'"" 1 :1 ~ 11: l1 ' Q ----'--• -: o~l ---., --., 1 --_J ----J g~!--· ) .... , l --' I \ ., 11 Jee• "Sr I J2 I~ ~ I .. J'-9 I "'01 : : l °ii ., ,t I ff"·:·:, -.~00-(~·.:·:o::Ji---,,, L~}5z30-dToTI[ ---"'"' ;62;-;;:9~47-.,,,00 -~'": -rm,J "® '·:11 ~ ., ----"-j ---<>·---------~---------<i-<li---.J !ii 1 1 -r.. ~:tvCZTtROAO ~ : '-r ' : _j_ : ~ :162305 9033:]i: Ii! 1,~~ -~ I 2~00-----&I --~00 ~~00-~-~-~-:IQ.00-~-.300 "'1~f tj1 !' ',, :•oo -I • I I ,;,• =1, 1---~-1--"1r--·-1·----1e· ·-11·---1~--:•, I ,i:i!: I : :1~·~ r~5rul . ~:1:;· .. ~· g ' I• 1! I :1 111, ~: 113 u~i SC-:, J9lJ sr t11Jsit sr' 8 l 6~~~1.tE lg I~ I~ ~ 6 I~ 5 l.1. 4 '1! J t ~ 2 l 'I~ :!,3e~ sr 1 5 OOL I' ,' I :': •, I :. "'"" 1, .. &,, I .. :,,,,', "~'"'. "oo":'• .. oos,;I~""'" ,,· ":"'i '"J" I•~ '::·,:·~. : I . , _I l I L _. 1, ,' J+_ 'l ____ -·-----1--'----:•: 1 :1 I()" ROAO (AStM£W REC, .'111006110~ L..._i_;;.J,,,;;"'-L~J.-.. sln,f°r~~---;;;;,L,,~~7,,-L'2::,:L00--·l'2-e_l __ w,c._1~:7,,,l . .,, ~•~ 'Ldr_l.illi T't ! ! 1 : I'@ 111 'ob 1 I 1 ' 1 i i 1:l1''["'; . !' EASEMENTS N01 SHOWN: I. UNSP[ClflED SLOPE EASEMH,T f'QR curs AND FRLS FOi< T~E 8[N[FlT or KING COUNTY. PARCEL 152305 9045· REC.,¥ 579g2?? PARCEL 152305 90\9 REC I, 582360 PARCEL 152305 9047: REC.,¥ 577:3188 PARCEL 152305 9"48 REC~ 5823642 PROPER rr 01',NERS: 152305 90J.} 152305 9148 G.','I.C., INC TERRY DEFOOR 246.}J NE 1.}.} ST. DUVA.LL, WA. 98019 152305 9047 Rl8ERA-8A.LKQ ENT. fAM1L'!' LTD PARJNERSHIP DIANA RISERA 16400 SOUTHCENT,ER PKWY. -111308 SEl>TTL'E. WA. 96188 152305 9019 152305 9045 HOWA.RD EAN.ASK'!' 1.f02 N. 26 ST. RENiON, WA. 98056 PA.TRICIA 3ANASKY .f6.} f[RNDALE A\IE. NE RENTON. WA. 9B05G t GRAPHIC SCALE ~....:*=:, r ( 111 rm) 11nch .. t0 IL ('.) z ~ ~ '1 ~ w£89¥ ~ ~~~~ '-'~ ·:ia Qi~-~: V) ~ :z (V~~&;:i Lj...... Ct.,.. woi ll. ('.) w <( ") \:! ~ ,_ Q ~ '( '( 0 ..., ::!;:i: Q~ ..... ~ o3 ..,:i., G~it 0 ~ >--t; -, Q: ~ '(:; h 'i @s e l.l ~ Cl >-Ola:::, lllQ<Q ~ ~~~ ll::'.':i ·°' ~ "-';.;;:- • C I ·a~: ~ (j'~g~ ~ 3: .o. =~ l <.:, ~ sc,u:, 1· -,o· ~ ~ 'IHtr•_I_ _1 __ "' 1 A PORTION of the N.E. l/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. ! . ' ,' 440 I 43B :r:, 436 j/ · J "' EXISTING ORAOE O' --;, PROPOSED CENTER'UNE \ ' ' I \: \ I -·i I <-------21-' '[_,i:........-., I ;~ . ' _ , ----"'--J -"-1£1 . ',,. -• O!i' 0.5'---~ Irr I ""'"' i,· I 1 f 2!1_: / CIJRB ~'l:rrt'l 2lC. ~ .2111 I~ .. , "0 ~ '" ·o "' 3· --• "! "' ~ •32 i PROFILE ...:.· EAST/WEST jSTREET. . ~-W ;~ •• ,. · 4J2 i/,'ii~,,...,"5L••,•:,±;!)l,."::l,~),y~,.;;--W[t I fi~~~JfW~~,.®\_ \ \~)tj,~ •Jo '" "' SCAtr: HOR!Z.: 1•,.40• V(RT.· ·1·.,4· 4ioo s4-oo sioo ,t.flACNT CONCRtrE__J \ 1 \ \ \ \ \ \ \ .5•· C!1m,r CONCRC'E I \ \ \ I "" '30 6+61(5.3 428 426 4" MIN COIAPT DEPT'/ CRUSH[{) $J.JRl'A.CI/K. TOP COu?st ~ \ \..-\'fl'HICA/ CURB "' 0+00 2" 1,/1/1 COl,l;>r, O[PT1 ClASS '8" ASPH,ILT CONCR['f[ _...,J \ \ ~ :r JIIN COI.IPT DtPN CRVS/./£0 SUllf4C•~ BAS( COVPS[ _j GRA'lrL B.t'SE (CU,SS "8") J,/•Y !J( R!OJ.J!l?[{J P[ll0/11(; SOI/. CCWD<f10NS_j .,. • ~ I '" ~ HOO 2..-00 ?~t)Poi~o cRADE .J (' CENTE~.Ll~E ,.~. ~ cJ 0-1-00 1+00 ,L .J+OO ! '" TYP. INTERIOR PLAT ROAD 3+28.6) fjk,{kt PROFILE -HOQUIAM AVE. NE ~ _p.~---2.Q.AI! I I L"""""' ""' / ()IST.....swJ::1....1.I:l'.et..lJ._I RlM: 4,015 I(· 4036 (18".W) It. 407.3 (12".E) 1(·407.4(12",S) DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD AtP'l.olC!EXIST.1Z" r--STCRIJ ~,l,H V..TH NEW I 18" PIPE Eto'lo{qEO) "'"T'5.00lii,OO• !?i, * .. J/ -. .. ; ~-" ': I. t J7!-0SF ~\," :·,.,,,['71) 1,.,,.,, f·.J. ~I!::!, l '-""'· """ • . .. lii:.,;1, j · ,,,, TIIT,2~) " • ;>!!'~ -~-\ ,,, "' ' \ L ~.=-:~~~tfl~j_'f~~~-·: :I --' .. 'I. 1623;t 904~: I : l::Jllt 1 4SF' ,1:Ji?4sF.l:I FENCED POND WITH 2:1 SIDE SLOP!:~ ELEVATIONS: ' .,, ' ·1 .. I" ·-. ./ . --; '1 ''""'.', ',;,,.· :;-1"°" I ;::. •'l. TIUCt B ; • • ... ,fl . P<ll~•TE qo•o TOP: 421.0 50 YEA.R WATER LEVEL: 420.0. AREA= 1 03 l 7 ,SF BOTTOM 412. 0 AREA= 4 691 SF VOLUME PROVIDED: 60032 CF VOLUME REOUIED: 4 7840 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE I'"'· ' ""_I_~ ,, ',, ,---.. ~--~ 1- 1 , 34 ~I' 33 r• 8 I. 3~ 81 J%0 st :i 3960 s 111 ,! "" s,±~I' jl c ... -~l I I-~--_: '--· _, ! .. • ·~c,:,· --·~ C~JP~ -w1n1'E lt~2( TOP WETPONO ELEV: 412.0, A0REA= 4691 SF / BOTTOM WETPOND ELEV: 406.0, AREA=1815 SF VOLUME PROVIDED: 19518 CF VOLUME REQUIRED: l 71 60 CF SCALE: HORIZ .• 1"•40' VERT.: ,~,.4' r ... --"j r --... -1:---·-CI · ---• I · ---: IC --. , r----· 1 C --i-, ,-;=->~ ',I I~ ; I~ 11i : : 1i ' 'I_ I 4 l~ ' ; 8 z I I l~ ~ Sf ' 11: 11 ~· ---11 ~·~11 1'' . .,!,sc ;t'" "';,:ti',; ''~'"±'' "~" 'l~ ""'" :r'I ''°'" fr-' ''"'fr"'.·''"'.':" ·1' i , :: eoW\, : T'" --:-,.---a ----a '' -'" .J '• ----, -• •• -L -~. --• -.;.,"'~ C ---• •---.-.J : ' O' '1.lO: no J ,003• ~oo • ~o:,· ,ooo· •. ~W ~IXI ~a· • ~!Joo -m,:.-1 ' --~,.ii·(2n.~ JJ..... 5Mi709•[2~"'r--6:0.~~· [ --------S3!~2';a"i11· T ,111.0•· l I $ ~ • i · · ·11· · ~ t f · 1\r1,o·\ GRAPHIC SCALF. ~ 0 ~ ~ ~ ·r Bd3JlliiiiF"' a I (Tlln:l:r) 1 lr.ce. " ~u ft C) z ii'. • • w ~ ~ :g Wit§ ?9 ~~~~~ (j ~ ~;;-z s~~~ w~t!i er:~~ B ~ W"' ' C) w <( ""'J ~:'---ce al! ..... c§ 'ii <( a.:~ ct ll) ~i ~3ts~ ~~~~ ~ <(U'i ~ fi' ~~ ::;;'" -~ G:i 9: Lu • ~ ~i~ a::..:,°'g: § :~i I ;:f~ ,,a§ ti i u ~a& ~ ~ if : ~ i "' ~AT! .lL.1lL2!... ~ ~ ~ 1HH~_/_ u _J__ Kathy Keolker-Wheeler, Mayor June 10, 2004 James Jaeger . Jaeger Engineering ·9419 S. 204th PL · Kent, WA 98031 SUBJECT: Dear Jim: Jericho Preliminary Plat LUA-04-031, PP, ECF <CITY OF RENTON P~w'l3uilding/PublicWorlcs Department Gr Zimmerman P .E., Administrator As the first Public Hearing was suspended by, the· Renton Hearing Examiner on May 11, 2004; the public hearing has_,now been-scheduled for June 22, 2004 .in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, at9:00 AM to consider the Preliminary Plat. . The revised plat plan was received on June 10, 2004. The revised PMT's must be submitted ASAP, but . no later than Monday, June 14, 2004 as they must be included in the· addended staff report. . The applicant or representative(s) of th~ applicant is required to be present at the public hearing. A copy , of the addended staff report wili be mailed to You one week before tlie hearing; If you have any questions, please call me at (425}'430-7382: ~~ Susan Fiala; AICP . Senior Planner cc: Paul & Pat Proulx, Michael J. Romano, Chris Johnson /Parties of Record Howard & Patricia Banasky, Ribera-Balko Ent.· Family Ltd. Partnership /Owners Terry DeFoor /Applicant · y ----,----10-5_5_S_ou_th_G_ra-dy-W-ay---R-e-nt_o_n,_W_a_sh-in-g-to_n_9_8_0_55 ______ ~ @ This paper contains 50% recyded material, 30% post consumer AHEAD OF THE CURVE J DATE: March 17, 2004 LANO USE NUMBE;R: LUA04-031, PP, ECF PROJECT NAME: Jericho Preliminary Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review end Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 aae site. The four parcel, 4.27 aaes to be subdMded into 28 lots are within the Residential • 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots Is within the Residential .10 (R-10) zone. The 37 proposed lots are Intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave, NE, a new public road and private streets and easements \.Vithin the plat. Street improvements and right--of-way dedications are required for the plat. PROJECT LOCATION: 355 Jericho Ave. NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that s;;igniflcantenvironmental impacts are unlikefyto result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS.M process to give notice that a DNS.. M is likely to be Issued. Comment periods for the project and the proposed DNS-M are integrated into a singte comment period. There will be no comment period fallowing the Issuance oft he Threshold D etennination of Non-Significance- Mitigated (ONS-M}. A 14--day appeal period will follow the issuance of the ONS-M. PERMIT APPLICATION DATE: March 5, 2004 NOTICE OF COMPLETE APPLICATION: March 17, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger Tel: (253) 650--0934 Email: jJJags@aol.com Pennlts/Revlaw Requested; Environmental (SEPA) Review, Preliminary Plat Review Other Pennlts which may be required: Building, Construction and Flre Permits Requested Studies; Environmental (SEPA) Checklist, Storm Drainage, Geotechnical, Traffic """ Well""" 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 Pust1c HEARING: Public hearing tentatively scheduled for May 11, 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 Hatl located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Prapo$ed Proje¢ The subject site is designated Residential Single family and Residential Options on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) and Residential 10 (R-10) on the City's Zoning Map. These desiptions encourage and pennit single famDy residential development at a net density range of 5.0 to 8.0 du/ac for R-8 and 7.0 to 13.0 for R·10 with an detached dwellings. The proposal for 28 lots on the R-8 portion would result in a net density of 7.98 du/ac and tor 9 lots on the R-10 portion would be 10.11 du/ac after the deduction of tands for streets. The proposed subdivision is consistent with both land use_ designations. SEPA Checidlst CERTIFICATION C' ................. ~,,,,,,, _ ........ "tN ~,,,, .:-~~ ...... ~ ~.'·, -•• 10 •• '-j~ 1 ff_~ .,.:,i,,,,sS Al If_·· •• ~ ,,. :~.-~v;,,· :.r.,o •• :"(\~ "' :O ..,\QTAi-. ~-.""{\ ~ : •O ,..., ryJ,-t1\~ ,_ ~ : G:>a<q> (I)! ! " • • i' ,; ·.:, ~ "I.JBL\C : ~ 1-A·. :=fl ~,~·· ··o~g ,, :;,,.~ ··-~·29-01,/ ~ : '0o O ••••••••• -,<::, .: 400,6 '/: WAS~': ........... ~ C'\ .-./ Q '''"''""'' ....... I, ~ J O[o(gl(l , hereby certify that ....:> copies of the above document were posted by me in ~ conspicuous places on or nearby the described property on __ 4..,L_-__,_}7,__-_o;.,__,j4'----------,---- MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 . . ~{ ::·~· .. LI T OF SURROUNDING PROPERTY ~ow ERS WITHIN 300-FEET OF THE SUBJECT $UE :.~· ~; City of Renton Development Services D~fon 1055 South Grady Way, Renton, WA98055. Phone: 425-430-7200 Fax: 425-430-7231 PRoJEcT NAME: ________ J........=E::a..,R_l CJ-t __ o_-----'-P_L_Ar ____ i--____ _ APPLICATION NO: ___________ -,_~--------------- The following is a list of property owners within 300 feet of the subject ~ite. The Development Services Division will notify these individuals of the proposed development NAME ADDRESS Q:\WEB\PW\DEVSERV\Fonns\Planning\o~ers.doc0&/29/03 ASSESSOR'S PARCEL NUMBER NAME (Attach additional sheets, if n~ry) ADDRESS .--r,: ~~ .. ·~·~ ASSESSOR'S PARCEL NUMBER Applicant Certification I, ---", ..... \ .... 0-.%=--........ a;;==-<:..__J...a.....;..• -~--OQ.!--=~,,,._ _ _., hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ---;;R:~,, ... , Title Company Records .F..~~-··s"sio·Ai.f-tz.\ King County Assessors Records f ~ /-!J,~v. ~~·.%' g ~ . . 1 :'f] NOTAft;, ,,~ ff\ ~9-1) / -J I . -.._ m· ::0 Signed GA'W-,c:. .~-~ ~ Date 3 .S _ O CL 1 tA \ Puauc (JJ/ ( h t) ,, :.A •• a. : ,.-Y~···.:!9-0t> .. / ~ ~ NOTARY ,,,,~WASH\~G~.: ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of w~\lJ1ngtofl;- residing at Seattle Vl(4Sh11Jft>n on the~ day of k{MCh-. 20 OLI-. Signed~~ (Notary Public) .................... ,,,,,, _ ..... ~pJ\ILYN ''o•, CERTIFICATION OF MAILING f ...-·'t;,",s'•,,fc:'•,, _ .1 1 : ,•'c,0~ Sto',i;-~ ,,, ,,1, , 1 I, Oq~L 0or~~, hereby certify that notices of the proposed a/raHcption ~~~d (City Em I ) ' '-f • ,o ~-~..t,1 °:!!• m ., poyee ~ ~: ~ ·~. .ll: "Y1 ~ •. each listed property owner on Li -l ¥"-o ':f ~ C1\ ~.o., &1..,c .f:f ,,..,., ;' ~ . ~, o··.~ '/_.,; Signed ~ e ~ Date: 4-)~~P.j: ...... ~~<,;.~:·. ' J--'• ,, HfNGT'•" ,..'.,.-."':-"' . ,,,,,,,,, ............ -For City of Renton Use**** NOTARY ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing atp G:::l'.44"'7'1 on the eY.:h. day of Or& Q ,20..Q!l MARILYN KAMCHEFF Q:\WEB\PW\DEVSERV\Forms\Planning\owners.doc MY APPOINTMENT EXPIRES 6-29-07 . 2 ,, t;!;/. i• Parcel Number 152305 9039 152305 9096 947570 0420 947570 0430 152_305 9019 152305 9099 152305 9154 152305 9108 152305 9130 152305 9109 152305 9113 152305 9117 152305 9090 947571 0110 152305 9132 947570 0360 947570 0370 947570 0380 947570 0390 947570 0400 947570 0410 947571 0040 947571 0050 947571 0100 947571 0060 947571 0090 947571 0070 947571 0080 152305 9061 102305 9167 947570 0350 947570 0340 947570 0330 947571 0030 947571 0020 947571 0010 947571 0270 947571 0260 MetroScan I King (WA) Owner Name Site Address YB West Coast Investments Inc *no Site Address* Renton West Coast Investments Inc *no Site Address* Renton Centex Homes *no Site Address* Renton Windsong Hoa *no Site Address* Renton Banasky Howard V 14205 SE 128th St Renton 98059 1943 Lee JasonR 14200 SE 129th Pl Renton 98059 1958 Campbell Christopher D/Kelly A 14205 SE 129th Pl Renton 98059 1965 Pelletier Steve L/Linda L 14212 SE 129th Pl Renton 98059 1959 Hays Stephanie Lynn 14217 SE 129th Pl Renton 98059 1960 Moczulewski Matt S 14218 SE 129th Pl Renton 98059 1958 Belala R J & Summers E A 14224 SE 129th Pl Renton 98059 1959 Schulke Shane D/Carrie A 14225 SE 129th Pl Renton 98059 1959 Amberwood Llc 13015 144th Ave SE Renton 98059 Chung Evelyn J 5123 NE 4th Ct Renton 98059 2001 Xayasen Soupaphon;+ 4925 NE 4th Pl Renton 98059 1946 Evans Timothy W/Sandra D;+ 5013 NE 4th Pl Renton 98059 2001 Gretty Larry J ;+ 5027 NE 4th Pl Renton 98059 2001 Powers Maureen A 5031 NE 4th Pl Renton 98059 2001 Ngo Ha;+ 5035 NE 4th Pl Renton 98059 2001 Nguyen Nicholas V/Khanhly T;+ 5041 NE 4th Pl Renton 98059 2001 Ramjee FeisaVFahreen D;+ 5049 NE 4th Pl Renton 98059 2001 Robertson Larrie P/Felicia M G 5115 NE 4th Pl Renton 98059 2001 Nguyen Phuong T/Theuyen T T 5121 NE 4th Pl Renton 98059 2002 Hinnenkamp Brian J/Kristan M 5122 NE 4th Pl Renton 98059 2001 Mahalanabis Arijit;+ 5127 NE 4th Pl Renton 98059 2001 Dang Linh-chi H;+ 5128 NE 4th Pl Renton 98059 2001 Mateo Florante V/Amelia S;+ 5133 NE 4th Pl Renton 98059 2002 Palkhivala Kerbad/Shemaaz 5134 NE 4th Pl Renton 98059 2001 Pacific Huts & Castles Inc 5001 NE 4th St Renton 98059 1935 Geonerco Inc 5200 NE 4th St Renton 98059 Tran Kevin & Nguyen Huyen 401 Graham Ave NE Renton 98059 2001 Nguyen Cam-nhung T;+ 407 Graham Ave NE Renton 98059 ioo1 Robertson Gregory J & Sharon M 413 Graham Ave NE Renton 98059 2001 Housekeeper Teri 405 Hoquiam Pl NE Renton 98059 2001 Palma Christina L 411 Hoquiam Pl NE Renton 98059 . 2002 Chamberlin Mark A & Michelle L 417 Hoquiam Pl NE Renton 98059 2001 Dunham Dennis M/Patricia A P 451 Hoquiam Pl NE Renton 98059 2002 Pham Thy A/Mylang C T 457 Hoquiam Pl NE ( No Mail) Renton 980 2002 · Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Owner Phone 425-255-0696 425-228-7640 425,.430-9549 425-271-6313 425-226-8828 206-841-2493 425-277-7466 " MetroScan I King (WA) Parcel Number Owner Name Site Address YB Owner Phone 084710 0015 Forgaard Cleo J SE I 28th 144th Ave SE 425~255-2923 0847]0 0021 Bales Lp;Bales Management Trust *no Site Address* 102305 9040 Sha111rock Highlands Lie *no Site Address* 152305 9047 Ribera-balko Enterprises Family Lim *no Site Address* Renton 152305 9164 Proulx Paul/Pat Trust *no Site Address* Renton 425-228-1588 152305 9019 Banask.-y Howard V 14205 SE 128th St Renton 98059 1943 102305 9035 Xem Lam V 14328 SE 128th St Renton 98059 152305 9108 Pelletier Steve L/Linda L 14212 SE 129th Pl Renton 98059 1959 425-228-7640 152305 9J09 Moczulewski Matt S 14218 SE 129th Pl Renton 98059 1958 425-430-9549 152305 9113 Belala R J & Summers E A 14224 SE 129th Pl Renton 98059 1959 425-271-6313 1523059117 Schulke Shane D/Carrie A 14225 SE 129th Pl Renton 98059 1959 152305 9JOI Collin Jeffrey W/Nancy 0 14232 SE 129th Pl Renton 98059 1958 152305 9127 Lowe David/Robin 14233 SE 129th Pl Renton 98059 1961 152305 9118 Simonson James D/Sandra K 14239 SE 129th Pl Renton 98059 1959 152305 9092 Falkenstein William L/Janelle J 14240 SE I 29th Pl Renton 98059 1959 152305 9139 Mulvihill Michael D/Laure K 14243 SE 129th Pl Renton 98059 1959 425-793-6365 152305 9198 Stenslie John L II & Pamela 14012 SE 142nd St Renton 98059 1977 084710 0025 GidlofCalvin D/Anita E 12832 144th Ave SE Renton 98059 152305 9098 Lee Charles & Una J 12855 144th Ave SE Renton 98059 1957 425-255-6089 152305 9025 Anderson Robert E/Theresa M · 13003 144th Ave SE RenJon 98059 1990 947571 0040 Robertson Larrie P/Felicia M G 5115 NE 4th Pl Renton 98059 2001 947571 0050 Nguyen Phuong T/Theuyen TT 5121 NE 4th Pl Renton 98059 2002 947571 0060 Mahalanabis Arijit;+ 5127 NE 4th Pl Renton 98059 2001 947571 0090 Dang Linh-chi H;+ 5128 NE 4th Pl Renton 98059 2001 947571 0070 Mateo Florante V/Amelia S;+ ·. 5133 NE 4th Pl Renton 98059 2002 425-226-8828 947571 0080 Palkhivala Kerbad/Shemaaz 5134 NE 4th Pl Renton 98059 2001 102305 9167 Geonerco Inc · 5200 NE 4th St Renton 98059 102305 9103 Harbour Homes Inc 5300 NE 4th St Renton 98059 1943 102305 9142 Harbour Homes Inc 5308 NE 4th St Renton 98059 1953 102305 9041 Foster CT/Maryl C;+ 5318 NE 4th St Renton 98059 1944 084710 0016 Forgaard Cleo J 5325 NE 4th St Renton 98059 1947 425-255-2923 084710 0014 Baker Financial Lie 5335 NE 4th St Renton 98059 1974' 084710 0024 Stone Charles E 5403 NE 4th St Renton 98059 1943 084710 0019 Bales Lp;Bales Management Trust 5409 NE 4th St Renton 98059 1966 152305 9110 Proulx Paul/Pat Trust 325 Jericho Ave NE Renton 98059 1928 425-228-1588 ( CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 4th day of May, 2004, I deposited in the mails of the United States, a sealed envelope containing HEX Report & Agenda documents. This information was sent to: . i/:~,c:;,f~,jije'~..-e~ei11Jiig~ii~~l ;:2( . Howard & Patricia Banasky Owner Terry De Foor Applicant James Jaeger Contact Ribera-Balko Ent. Family Ltd. Partnership Owner Notary ( Print): ___ ---1V1MJ!fflO~~ll,.;1n,ai'i-,-PdKl''\l\~1m4G.f'IIHEFFef'f--------------- My appointment expires: MY APPOINTMENT EXPiRES 6-29-07 ericho Preliminary Plat LUA-04-031, PP, ECF template -affidavit of service by mailing ; ~-·~\\ ':::::; !:!{:::: : ,( ::,/ • ) 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: Jericho Preliminary Plat . PROJECT NUMBER: LUA-04· 031, PP, ECF LOCATION: 355 Jericho Ave. NE (south side of NE 4th St. & from Hoquiam to Jericho Ave. NE) DESCRIPTION; The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 37 lot subdivision of a five parcel, 5.36 acre site. The four parcel, 4.27 acres to be subdivided into 28 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential ·10 (R-10) zone. The 37 proposed lots are Intended for the eventual development of detached single family homes-lots ranging in size from 3,376 square feet to 6,053 square feel Three single family residences and all outbuildings are proposed to be demolished or removed. Access Is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. · 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 May 3, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner. City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall, 1055 South Grady Way, Renton, Washington, on May 11, 2004 at 9:00 AM to consider the Preliminary Plat: If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. l f ~~s..=~"'S';:;:~~;t.,~;t:;.s.. t:'.::::'l!;~~µ~g~_· .. ~ FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. CERTIFICATION ,.. ......... ,,.,,,,,, ~~-~~ .. , iN KA '•i,, :: ,~\\;, ••"""• 1/;;()L .'to =6 .'~) ·.··isSI011,i••. • ~ 11 ,;; ~ .-: .... ~ f$'__.: •• '\~ ~· ,r:• ;,. ~· .,..."'°. ~'., f :'f] ~OTA~L~\'"l'\~ :."r :· r 11\• ~ ~ C::::.oc::::::::, (I)! ~ ,. . .... . .. -; fP. • ""Uauc : : ~A~... ··~: V y>,. • 8. •*o ... ',, ~··· •• :2e-01 ..• ·• tc.: ? J {) . . '••!a 0~ wAs~,~~----1, 1'Jl..liSl:Jt'.lIRtl:J1q , hereby certify that 3 . copies or lh&,,,,.,. ............... ... above document were posted by me in 3 conspicuous places on or i;i.earby the described property on __ _.4_·.,_/tA..._1-=·0'-L ....... I ____________ _ MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 . .;_~· t;.· ·-' >, :, '~C;~,{};21 >: .. ~/ ",· ....... ../f.,J ,! ~ _t,l; ,.• C C CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 161h day of April, 2004, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents. This information was sent to: James Jaeger Contact Howard & Patricia Banasky Owner Ribera-Balko Ent. Family Ltd. Partnership Owner Paul & Pat Proulx Party of Record Michael J. Romano Party of Record -.......... ,,,,,,,,, - ~ _ ..... _.~ KAJl4 ,,, (s· t ts d ) -· :--~~ •.••.•• c~ •,,, 1gna ure o en er ~ ~ _ j' /}..~~s,oN ~-t··.~ ,,1 .. ~ -~ ~-. ,"(\ ~ STATE OF WASHINGTON ) ; /o ~OTAR,-.~\ ~ : :0 u,: ! ) ss -~ : C>•<:> : ~ COUNTY OF KING ) i fP \ "°UBL\C / ~ ! --\~~ :01 -,, "'>. ·-.. ~,29-01./ ~.: I certify that I know or have satisfactory evidence that Stacy Tucker '0oo; o;····A.s'l/\'~ ....... -- signed this instrument and acknowledged it to be his/her/their free and voluntary ad'f~l(i..~"es and purposes mentioned in the instrument. Notary (Print): ___ _.11 ..... aA .... afll:11.:,H~'IHI KJ""'o_llVIDA~Gl=IF'ffffi:._ _____________ _ My appointment expires: MYAPPOINTMENTEXPIRES6-2~-07 ericho Preliminary Plat LUA-04-031, PP, ECF template -affidavit of service by mailing C CITY OF RENTON · CURRENT PLANNING DIVIS1dl\l AFFIDAVIT OF SERVICJ: BY MAILING· ) On the 161h day of April, 2004, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents. This information was sent to: Agencies See Attached . . ~ ---1 __ ,..,/,,,.1 A__.,.. ,.,,,,,n,,,,, , (Signature of Sender~~ ----~~-~C~''•,, j* ~ .. •;_~s\ON f,t··.~,<\ ,, : ,;r .. ~ ~-.-"(\ ~, STATE OF WASHINGTON ) : ~.:t ~oTARJ, ~\ ~ ) Ss : :o (I)! ~ , ! c,oc:::::> ! , ,_ • • t# COUNTY OF KING ) · ~ ~ PLJBL\v : ~: .r.<1>· ·o-'\·-,;,. •••• i1 .... /.;;,, .: I certify that I know or have satisfactory evidence that Stacy Tucker . 41,!>~·0~-.?~:~~~~~':_--: signed this instrument and acknowledged it to be his/her/their free and voluntary act for the!~~ W~ ............. .. ti~,"~~ purposes mentioned in the instrument. Dated: of Washington Notary (Print): MARILYN KAMCHEFF My appointment expires: ____ M_Y~A~pp=o,=NTM==ENT........;cEX=Pl'-'-RE_S_6-_29--0-7 ___________ _ template -affidavit cif service by mailing ,4J ··- C Dept. of Ecology * Environmental Review Section PO Box47703 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 Serv. Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219, Metro Transit Senior Environmental Planner Gary Kriedt ) AGENCY (DOE) LETTER MA!UNG (ERC DETERMINATIONS) WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. c/o Department of Ecology * 3190 1601h Ave SE Attn. SEPA Reviewer Bellevue, WA 98008 39015 -172nd Avenue SE Auburn, WA 98092 Duwamish Tribal Office* Muckleshoot Cultural Resources Program 14235 Ambaum Blvd. SW..,. Front A * Burien, WA 98166 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 Box48343 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 Eric Swennson 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 PART~ES OF RIECORID lerh::ho Prre~hm1h1ary Pmat ILUA-04-03:Jl Howard & Patricia Banasky 1402 N 26TH ST Renton, WA 98056 owner Ribera-Balko Ent. Family Ltd. Partnership · 16400 Southcenter Pkwy. #308 Seattle, WA 98188 owner Chris Johnson 519 Hoquiam Avenue NE Renton, WA 98059 POR Terry Defoor GWC, Inc. 24633 NE 133rd Street Duvall, WA 98019 a licant Paul & Pat Proulx 325 Jericho Ave. NE Renton, WA 98059 POR James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 98031 contact Michael J. Romano Centurion Development Services 22619 3th Drive SE Bothell, WA 98021 POR "" p. ~ ·',J ·:~> -~ { ,-0 ..,, ~·-<.:,,.__. /!-.··· 1- _:.s\:~;c ; ~--. . t <"'/. -' I '1 ( ~ ·_ ,./!!}, 1 >~ . ,...- i)'° -·,·. --.- --~ _\. <--1 i. :a,. t· ... ~- ~- -~ } .- ' J--· -~ .:ll. ----1'. i fl \&· _'<}> ,'~ ry-r- .~-., ! ~ '11(;1. ~ ,,, t ·'":. COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBUC HEARING MAY 11, 2004 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing ·at the discretion of the Hearing Examiner. PROJECT NAME: Jericho Preliminary Plat PROJECT NUMBER: LUA-04-031, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 36 lot subdivision of a five parcel, 5.31 acre site. The four parcels,4.22 acres, to be subdivided into 27 lots are within the Residential -8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R~10) zone. The 36 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 7,477 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. PROJECT NAME: Emma's Plat PROJECT NUMBER: LUA-04-025, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Preliminary Plat Approval for a 10- lot subdivision of a 4.32-acre site. The residential subdivision would create lots intended for the construction of detached single-family homes -ranging from 7,781 square feet to 10,619 square feet. The subject site contains areas designated as Category 1 and 2 wetlands, which are located near the western and. eastern site boundaries. As part of this development proposal, the applicant has requested to fill the Category 1 wetland and create and enhance the Category 2 wetland. I n addition, the applicant has proposed to use wetland buffer averaging in order to reduce the required 50-foot wide buffer to 25 feet, resulting in a larger buildable area for the eastern most proposed lots. · Access to the site is proposed from Lyons Avenue SE. From Lyons Avenue SE, the applicant has proposed to construct a new 42-foot wide public right-of-way, which would serve the proposed lots (noted as Road A). Project construction is planned to commence in spring/summer of 2004 and be substantially completed by the end of the same year. COMMENCING AT 9:00 AM, CITY OF RENTON HEAR~NG EXAMINER PUBUC HEARING MAY 11, 2004 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Jericho Preliminary Plat PROJECT NUMBER: LUA-04-031, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for ·a 36 lot subdivision of a five parcel, 5.31 acre site. The four parcels, 4.22 acres, to be subdivided into 27 lots are within the Residential - 8 (R-8) zoning designation. The 1.09 acre parcel to be subdivided into 9 lots is within the Residential -10 (R-10) zone. The 36 proposed lots are intended for the eventual development of detached single family homes -lots ranging in size from 3,750 square feet to 7,477 square feet. Three single family residences and all outbuildings are proposed to be demolished or removed. Access is proposed via Jericho Ave. NE, Hoquiam Ave. NE, a new public road and private streets and easements within the plat. PROJECT NAME: Emma's Plat PROJECT NUMBER: LUA-04-025, ECF, PP PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Preliminary Plat Approval for a 10- lot subdivision of a 4.32-acre site. The residential subdivision would create lots intended for the construction of detached single-family homes -ranging from 7,781 square feet to 10,619 square feet. The subject site contains areas designated as Category 1 and 2 wetlands, which are located near the western and eastern site boundaries. As part of this development proposal, the applicant has requested to fill the Category 1 wetland and create and enhance the Category 2 wetland. I n addition, the applicant has proposed to use wetland buffer averaging in order to reduce the required 50-foot wide buffer to 25 feet, resulting in a larger buildable area for the eastern most proposed lots. Access to the site is proposed from Lyons Avenue SE. From Lyons Avenue SE, the applicant has proposed to construct a new 42-foot wide public right-of-way, which would serve the proposed lots (noted as Road A). Project construction is planned to commence in spring/summer of 2004 and be substantially completed by the end of the same year. · ,', ·<," ·, w z w -----· ----, ' 442 -i·---------------··· · £Xl~TtN6 BRABE-©c ·-~-· -······· -·· i . ' ---PROP4:}SfD Gf.N+rnlll',l.[ .. ---i 440 ----------···-·---· ..... ---··--· --· ·-·---... + -••• -------------------+-------- ! 438 ·------------· ,--·---·-·-. -\-f '\·· -. 1 .. ---------·--· ------------- + ---- 436 --------·---·--------------------------------·---·--- @_ : ...... . 434 432 ' ------··--·---r .. ·-·---·---···-----. " . ....,. - 430 ' - -- --+.---------------+------------------1--------- -----+··" 428 426 ---- - - -1-------------- ' ---·--------------+-- 424 0+00 1 +00 2+00 REPLACE EXIST. 12" STORt>.A DRAIN 'MTH NEW 18" PIPE (LOWERED) < EXIST. DITCH TO STREAM DRAINAGE ... , EX. 18" STORM -- ' L1E18"CPEP: 402.86 EXIST SDMH (TYPE 2) / RIM: 41 0.15 IE: 403.8 (18",W) IE: 407.3 (12".E) IE: 407.4 (12",S) DETENTION: LEVEL 2 DETETION STANDARD ! I I ' ~, -· .•; ., , I EXIST. SDMH (TYPE RIM: 418. $7 ~ IE: 412.5 (12":W) / / FENCED POND WITH 2: 1 SIDE SLOPE~ ELEVATIONS: TOP: 421 .0 / 50 YEAR WATER LEVEL: 420.0, AREA= 10317 /SF " BOTTOM: 412.0 AREA= 4691 SF VOLUME PROVIDED: 60032 CF VOLUME REQUIED: 4 7840 CF WATER QUALITY: i \ \ WETPOND BELOW DETENTION STORAGf,: ' . / TOP WETPOND ELEV: 412.0, AREA= 4691 SF BOTTOM WETPOND ELEV: 406.0,-AREA='1815 VOLUME PROVIDED: 1 9518 CF , VOLUME REQUIRED: 1 71 60 CF , / SF .. I A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. PROFILE EAST /WEST 'STREET SCALE: HORtZ.: 1f -=40' ····· ~ ' 11 ' VERT.: ·t =4 3+00 . 41+-00 . S+ClO 6+00 r-==:::::_~---------:---/r--=~}~~~-...1 ~--EXISTING GRADE @ i t--/ PROPOSED CENTERLINE 110 0 • I t ~ .f-1R PRO .. _P.O.S.ED GRADE.~-j !o w '9" •u. -----:::::~::::::::::::~~---JI z z CENTERLINE o rw ' • <,:: i ' _j1 442 440 438 436 434 u: 432 ni I.{) I .. · · ~t 430 ~I I , · J. · 428 6+61.53 426 424 422 _j! .-'o ., ~~ ui I 420 TYP. IN TERI OR PLAT ROAD 0+00 1 +00 2+00 PROFILE HOQUIAM AVE. NE FLOW RESTRICTOR CATCH BASIN SCALE: HORIZ.: 1 "=40' VERT.: 1 "=4' I TYPE 2_/ ,· 3+00 3+28.63 I ' ' GRAPHIC SCALE I • 50.00' 40 O 20 40 80 l 60 I ?--1-1--1----1 ( IN FEET ) 1 inch = 40 ft. NOT TO SCALE '' w .• ,_ • 50< O' 0 3Q.01' : ! ' ··~ .---1 .------- 10' ROAD EASEMENT REC# 8710061104 ., REVIS10NS: 1. REV. LOT LAY OUT 5-20-04 0: "' ~ G z "' DATE: 2/12/04 SCALE: 1" = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 1 or 1 C ~ w 0 I.U a: LEGAL DESCRIPTION PARCEL 152305 9033 THE EAST 105 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMffiE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL 152305 9148 THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 128TH STREET, ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET OF SAIO SUBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642. PARCEL 152305 9047 NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMffiE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE WEST 277.5 FEET AND THE EAST 135 FEET THEREOF AND EXCEPT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 5773188. PARCEL 152305 9019 THE WEST 277.5 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF FOR COUN"l'.( ROAD ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823643; ALSO EXCEPT THE SOUTH 3 FEET OF THE NORTH 45 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 8709280693, 8709280695, 8709280696, AND 8709280697. PARCEL 152305 9045 THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER. SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WillSHINGTON LESS COUNTY ROADS AND LESS MINERAL RIGHTS SURVEY DATA: BASIS OF BEARING BREAKDOWN PER PLAT OF MORGAN PLACE, V 205, Pg 70 VERTICAL DATUM CITY OF RENTON CONTROL #2119. ELEV=426.41 REFERENCE SURVEYS PLAT OF MORGAN PLACE, V 205, Pg 70 MAPLEWOOD MEADOWS SHORT PLAT, V 158, Pg 1264 RECORD OF SURVEY AFN 951113904 RECORD OF SURVEY AFN 9309169004 RECORD OF SURVEY AFN 8711029004 RECORD OF SURVEY AFN 9408249008 TOPOGRAPHY AND BOUNDARY SURVEY BY: DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-~703 A PO R Tl ON of th e N . E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: WATER: SCHOOL: FIRE: TELEPHONE: ELECTRICAL & CABLE T.V.: TRACTS: CITY OF RENTON WATER DISTRICT NO. 90 RENTON SCHOOL DISTRICT CITY OF RENTON QWEST GAS: PUGET SOUND ENERGY COMCAST CABLEVISION TRACT A: DRAINAGE -13666 SF TRACT B PRIVATE ROAD -2605 SF ~ ~ I~ I ;s SITE DATA AREA: 4.22 ACRES -RS AREA: 1.09 ACRES -R 1 0 AREA IN STREETS: 0.84 AC -RS lo.REA IN STREETS: 0.20 AC -R10 NET AREA: 3.38 ACRES -RS NET AREJI.: 0.89 ACRES -R10 PROPOSED NO. LOTS: 26 -·· RS PROPOSED NO. LOTS: 9 -R 1 0 ZONING: RS & R10 PROPOSED DENSITY: 7.69 UNITS/ACRE -RS PROPOSED DENSITY: 10.11 UNITS/ ACRE --R 10 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 zo:,.1E: SINGLE FAMILY DETACHED RESID. ASSESSOR'S NOS. 152.305-90.3.3 0.58 AC~' 152305-9047 1.6.3 AC) 152.305-9148 0.20 ~~~ R-8 152.305-9019 1 .81 152.305-9045 ( 1.09 AC) R-10 SITE ADDRESS: 355 JERICHO AVE. NE ' I I bi /_.~~ ' < 1;'5th 1 ;'fi1h NORTH VICINITY MAP N.T.S. <;>' . ' . '~ IQ- 1 ~ I 0:::: t ~~~~~~-------~::M::r•·--·--·-··~-~-·-==---.~-__ -.. -__ -_-_-.. -~-.. ----=--.. -=-----···=--·------~.-.-_-_-_-... -_-__ -__ -... -.c.;....~----_=----=-=-·-----=---=------====---~--~~-=--~--_-_-_~--..~ I ··---------. ······ NE 4th STREET--.... ----... 1----------. ··-------· ........... --···-······-------------··············· NE 4th-Street ········------- . 4 ! 2 ~---,-~, .. -:---~~--··-·:·_~-:_:_.-..... -:--_ .. -...... ~I.-..... --.. -.... _-_-___ -__ -:~----·~ __ -__ -= __ =-__ -... -.. ---.... --~-.. , ... -.. -.-... -.. -~.---_-_--_____ _ _ ~-------=-~--~ --~----N-~-a-_:2-.~--. _·w.__. _fi_B_a _fia_· __ -_·-_·---·--·--=---------.... 1_._· ··=-----·· ___ -_-_-_-=._-_-.~·-· __ _------=-----~~~~~~--____ [I 45' .. ····--·· -. . 42' --- ----·;---,-··---.-----· FUTURE CURB LINE ·---·--·-· -··---· -·---------·-----------···---·--·---·-··-------------------____ ------·-------- -0' ------, --r ' ~;-~ J I ,, Oo~ ~ ~--:s: =-.: -"" " ~ -~ --.:. -.:. ~ w " .:. ----" --_ " s ~ " \w " = = "' -r:::.:: ---.:. ~ 1lb.::;,g:;~;j1~r-" " ~ -I -~ ~;~;#~~~'~;;8~ ~ f-~r_r·~!,'9~,-,;; '>: 11 r:/;,, I , -7 ,e :: ,c ! 1: , ,, 0 ,, olo, " I I j I. 6556 SF <D"' 6003 SF ( 1 6090 SF ~ 23 ro 22 I' :Ji1g 1 5146 SF I I I I, i > 'i, g oi ., l.g433249SF ' lo 388248 SF rrt. ~. -r--·} ~ I I ,' ,~ I -I ' -'1 5800 SF :g 5974 SF l-~ lo ,.., , :... ,., F''' I I '1 I 100.00· 103.o-_ 1,·. II '1 . -ea:uo· ~,·JI 25' ~ -,~ 2~ i., .. ",~ .. ~~-:;[ ;.1." ,~_ 3°' .. ,.2f' .. ) _!' ~iE-Tms..:.. l I 103.50' 105.00' V . IO :::'. 45.00' [ 'l~OI'' ·~· I 60.0o" s~,10 4 50.50' I ss.'i'"-1----. 50.00' 50.00' I 50.00' . I .·· i ss.oo· 50.00' -50.00 44100' ' I 2 :oo 68:0o· -~1 t' ---+- "' "" "" "' N w • - "' f' 0 0 z I .5.00, I---D20R-;IVE~W~AY-I E-A. -E.~E,NT-1167,.'•., .5' 'z: ·,,, 451745 S"~I--I 'zl -··-fl_ ) I I I. I ti M I . ~i --1 L{) ~\ 9 l 0 EXISJ.-~~ . i··. '.' ' ' !"o 51 ~ 1 5 \ ., ~I :)• ·,i ~ 6_0 8 SF I ., : H0\JS£ : , !,, 1 I 45.00~ 45,00' I . ,. : "' 10 . l:1:! · 11~1~ ~II I"' 1;;; ~ 1·'? 45 75 SF ~1"' jl I°' I~ ' i"'· ~I I ~I·. ~~: 10 B[ D : j;;J1 ~ ;2,2. 11 -11 "'I w 12 ;;; 13 a, i,, I,;>-:,.I 16 18 'I :8 ilS ~I ~~~M2:f~-~ l:tJ' I.S?. . 0,,,, 5236 SF Ii 4520 SF I e->·I 5307 SF I 4575 SF I "I I I l~i1 5575 SF I 17 I, 4725 SF Nf "INI WJ · ,;j ii ;.; 17; iizso ~1~ ·l _ \ -~i\ ; i: :i1: 4725 sF. i ~il~j ,. 615~ 0 sF , : 1111 I"' t"' 3884 SF LV <s, -' I 30 -? I, "'"' .< "/ srn ;;1{1, l __ . 50.oo· C)· 9 17' '\: "o • ' loi ;~.. 45.00, -~o 45.00. I ·'<-, 2s.oo· -50 00 so.oo· so oo· so.oo· so.oo· 50.00· 50.00· 50. · -35.oo· <s, 1 \( 1, ~ 1 ', I ~.,. RI I I r,,':l 1' 1!\ \_; ~ I •, l 30' l 25' !BR[l I·, I ':I l~I',, l'g 441~ SF 21 39536 SF ·.,gl 33 ·~ 0 ----1 TRACT A ;fj 10 18 118 (8. ·g 1§/ : '\/ \ .· ..... :\ ·, 13 ill1 "'1 3960 SF _ DRAINAGE 1:j ,:;: ,I:;: I:;: 3 g 2 ' ~ 5386 SF , , 5'. DOL. a 0 l&i lg I 7 6 I &i 5 (8 4 "'I I 13666 SF "' 9 8 4600 SF, 4600 1SF f ' I ,•,, 1 R<;l 1 I o '4600 SF 4600 SF I I ''I I • I I "" I I '1 I ., I 4600 SF 4600 SF 4600 SF N 4600 SF "' I ~ I ~ 30'! 10' R.l)AD EASEMENT REC# 8710061104 S88'22'11 "E 165.24' S88'22'11 "E 277.55' S8817'09"E 247.SO'(M) 640 <J';' S88"22'1l "E 27s::ig· --30.0f 85.021 -- ! 1·1 'l If@ · w 11 , I -I EASEMENTS NOT SHOWN 1. UNSPECIFIED SLOPE EASEMENT FOR CUTS AND FILLS FOR THE BENEFIT OF K'ING COUNTY P /\RCEL. 152305 9045 REC.# 5 799277 PARCEi_ 152305 9019 REC# 5823643 PARCEL 152305 9047: REC.# 5773188 PARCEL 152305 9148: REC.# 5823642 PFOPER Tr OWNERS: 152305 903.3 152305 9148 G. W.C., INC. TERRY DEFOOR 24633 NE 133 ST. DUVAL[ __ WA. 980:9 152305 9047 l<IBERA-BALKO ENT. FAMILY LTD. l'ARTNERSHIP l)IANA RIBERA 16400 SOUTHCENTER PKWY., #308 SEATTLE, WA. 98188 i52305 9019 152305 9045 HOWARD BANASKY '402 N. 26 ST. RENTON, WA. 98056 PATRICIA BANASKY 463 FERNDALE AVE. NE RENTON, WA. 98056 40 I -D 20 1111 i , lo· J :r : I 30' I GRAPHIC SCALE 40 80 I I ( IN FEET ) 1 inch = 40 ft. REv1S10NS: (~ z zz .,,. C zo = ~z = w N > zil! = -~ w WU. (,) ::;o z ~~ => w _,_ -, cc wO > w 0 DATE: 2/12/04 SCALE: 1 " = 40' DESIGN BY: JJJ ORYIN. BY: JJJ APP. BY: 160 I JOB No. SHEET 1 'Of 1 ' @c--------s TOPOGRAPHY AND BOUNDARY SURVEY BY: DRY CO DRYCO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 A PORTION of the N.E. 1 / 4, SECTl<)N 15, TOWNSHIP 23 N., RANGE 5 E., W.M. EXISTING SSMH --RIM: 4409. 70 --------·-----/ <'.ONNECT TO EXIST 12" WATER MAIN \VA TER SEWER SERVICE PROVIDER: SERVICE PROVIDER: ~--r----·· - I ]F-==-===i=i ~-"'i-,-(>=.~~=-·cc=---~-~c..c..::c_:· -------- I I 31 32 37 30 33 36 I I ACT E Q:--'-- -----------'----: T~ ROAD ' w 1~ •(/) loo TRACT A DRAINAGE C() KING COUNTY WATER DIST. #90 CITY OF RENTON 45' 42' 10 9 8 7 6 5 . --- 4 3 SE 120th Street I 124t~ --~-- • I I NORTH 125th ~- 126th ' SE 1J2M _l'S!_ -;,, _ -: • • < < Sec le 4 .. = 1 Mlle VICINITY MAP N.T.S. EXISTING SSMH / RIM: 436.5 IE: 421.54 (12",E&W) IE: 422.14 (12" ,S) I ---------=-~ 30.01' 40 0 20 ~-I DEVEt.OPMENT PLANNING CITY OF RENTON MAR O 5 2004 RECEIVED GRAPHIC SCALE 80 I HIO ~ 40 I ( IN FEET ) 1 inch = 40 ft. REl.1SIONS: ' .... ' ... " ,. . . !: ·, • .• ;,.~ ·- ,-' -~. -- ' : )·:~ • !-' -t ~; .. ; . ';._;, . ' •r.; r : •. -c· , •. · .ii JOB No. • • L----------------------------------------------------------------------------------------------------------------------------------~--~ ...... ~--"""':~-~-·~~ . . .:~'?-'·};,.:·f. 442 440 438 436 434 432 430 428 426 424 w z wl ii_ j __ D I\ dj i I I t - I -r ' I j I 0+00 1+00 A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. EXISTING t:iRADE @ ~~ PROf'Q-~D CENitRLIN£ ' \ ' ' ' ---~ -PROPOSED-GRADE @ ---\ .-.--- CENTERLINE \ __:.-.--- -- -\ .,,,-- _..? A -_,,,.. \ .....---,---. \ _......-I 2+00 PROFILE EAST/WEST STREET 3+00 SCALE: HORIZ.: 1'=40' VERT.: 1'=4' 4+00 5+00 ~~-~.-~~~-~-~~~~~-r:7-~~~:~ . ...:C:"'-.~'?>,~/· PRIJPDSED GRADE @ -' ~ CE NT ERLINE ·~o:l ~ _J ~D . ' U' -~ i 0+00 1+00 2+00 6+00 . . - EXISTING GRADE @' PROPOSED CE'NTERLINE 2.75;, -. - 3+00 i I t i --i-- wi >' - I o, .I! U' ~I Ocl W' ,I ' . ·I _J; -• 0i ' • (Y}j ~I 'sill -'sill I I . ' 6+61.53 s+28.63 442 440 438 436 434 432 430 428 426 424 422 420 PROFILE HOQUIAM AVE. NE ~l ;:s i ~ ·; ~ 'I I SCALE: HORIZ.: 1 '=40' VERT,: 1'=4' lj_ 1 '_7' :--5--~-__ ___2J_'_ 76' -1-----~. ?)' .,, /' !MIN: -I '-------------1 16 ----,+---"'------l-Ml---iN. ! I ~ ~ -I -05' 0.5'~ ->- Q: u.J Q: : CEMENT ,:; , CONCRETE VERT. §! i CUPB & GU TT[R Cl I ~ 2%..._ I ' _.2% 2;_ _...'.?-% .: >:;(j,;.~/~o;"c:);,,;ic0Y1:f~~;}~. i\~-~~i@ ~i~~+ / < :./ :')·', ~:~>';);>~-r~>;J?5>~>'525\::::>,~:;:;>';~;t;>,-;2:; '\ ~~' ·A · , ~~h--.s> ; -.' -.-/•,/ . '/'.' . ' . ' , . '..<'\:'.,<:"-( ,' <."<-<·'~ -" -r -I '-/)," 5" CEMENT CONCRETE WALK 2" MIN. ('OMPT DEPTH CLASS "8" ASPHALT CONCRETE \ 4" MIN. ('OMPT. DEPTH CRUSHED SURFACING TOP COURSE ----' \ VERTICAL CURB 2" MIN. COMPT. DEPTH CRUSHfD SURFACING BASE COURSE \ GRAVEL 1:ASE (CLASS "B") MAY BE REQUIRED PENDING SOIL CONDITIONS~ TYP. INTERIOR PLA T ROAD NOT TO SCALE REPLACE EXIST. 12" -STORM DRAIN WITH NEW 18" PIPE (LOWERED) ·1·' :::::i • <)'• • < R Ci ~ \\LL-· "'· ''. -;> ----,-_ -... -----= "..., = .. "--. c.=ccc-.c..: c;o·= ~ , ~ z . --------rc,,. -':'l--J 1 ---..-' ..,,_\ - ----------~-------~-----~'-1 ~=~·i:~--=~~=-~·=-~~~~~-~---_-i~~=~~~~~-1~~==·=w--w- 1 --w',_ ~~-w-~~~~~~wC~-~-~~w~b~-~~~w~~~~w~~~=wE~~~~~3C~~~-~-~~~~r~~~~~~r-~~-~·--~-3-~~ ··~--~~~~-~-~==~~- --; ----; ----------------S+RIPE- -.... --··-----+---- ·----Bt--·----~ ------------· -··-··------+\----. ---et-J.--_-____ ---_..._r----• . = ------~--_,._-=--=---1\t-. ···----.... ·---et. -----i ,;;.,___ S+R-IP[ --- ·-~ -.,,-~., --~ 42'-_ ~---~---' CB -' NE 4 ~2· !~~EET -·-45' CB SffllPE -NEW VERT. CURB 10'_" <T"RM ·~ CB . -,~TORM CB ~c: ~: I -~ ~ -.· 1Ex 12' STORM , .. --CB---~-· -· ~f-, EX. 18'\ STORM /---..-,,_ r,; SllB"21'11.'.£ 077..51;'._ __ . ..._ Ex1s;-;,3;..;..,l;;;;,-H;.,__ __ ::-"t-·-· __ ,-~-!... ___ -~ , * .. , . • _ _ _ f ... ,a-=-= _..+.fi:+--i_ - ___ / ! , • .y ~ I ,,• L1E18"CPEP: 402.86 / 1 / • ;:; I cB /--vAuL T /WE TV AUL t .. \ ' .J L,, / .-· -' I I i TRACT A _.,/ 92' >< 52' x 14.1' DEEP,. . . I\ ;o µ '. µ I : EXIST. sDMH (TYPE 2J .. · 1 31 30 n . · ·,, "1 ~ ' 1 . DRAINAGE , ,, 1,, 11 (1Ns1DE DIMENs10Ns) I , 1 4 3 11 2 1 1 1_ -._, , • EXIST. SDMH (TYPE 2) ! RIM: 418.57 I I I 1 -+ , 8 I 7 6 5 I' I ,, RIM:; 410.15 IE: 412 _5 (12 ",W) g rl,0x,1~s', ::ii, b'_ 2_5 __ ..'.._--, ,x,sT ~ I l I I I I I 1E, 403.s (1s".wJ • "· ~ ,,__,-+t-,~( 'HousE 10 9 1 " r-_ , IE 407.3 (12",E) ~ Rti8~ Rtt85i:o'J • I I ' I ;o / IE: 407.4 (12",S) LJLc'~ I DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD UNDERGROUND CONCRETE VAULT INSIDE DIMENSIONS: 92' LONG x ELEVATIONS: TOP: 421,5 BOTTOM LID: 420.5 100 YEAR \./ ATER LEVEL: 420,0 BOTTOM: 410.0 'J!ll UME \!!JL.UME PROVIDED: 4 7840 CF REQUIED: 4 7840 CF TOPOGRAPHY ANO BOUNDARY SURVEY BY: DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 • : I _ w=AD<~-L --,---~ :- l ~--.-.·· I 1!-~-=~=-·=--~~·;·=·=-~:~:~~~±2-·=,~-b·:~~~:~:~~DMC·~-=-=-=~=~~mu'~·~-~~=-=·=-=L=-~-~-~-=-=·=~=·=~~~=-~~,=··~·=-=-·=-~=-~~-=·=·=-;=:~~,"''~~i~;:·i~~-'-~~~-R~~B!-~-~~~,c~c~=·~~=·~-=~~=·a::~:~~-~~~--~-o~=~=-~Jd·ii~;~a~' ,~I ' 52' \./IDE I I ] : 32 I 3_3 I 34 l 11 r · --+-1 ------.,.....:, I 11 1.fo ~ ~ I l TBR '---+--_ -_ J _ I -32 I I I ~ : I I : ; : I 26 I . I ~ I l3 I I is I 19 20 I Qj I 24 I I ;o C I 1 36 . ! 35 1 3 ' 3 1--rnRf":,j II Now~11, Ii) I> r~.; It 37 -[tj , . > !""I I •. I> ~ I ~ ~ 12 l /-J I I I I : : I fl'~ I ~ ~I .. 15 . 21 I 22 L _I_ J 27 : I 28 I ., ~ I t' 11 ~ I 18 I I . ·~--·-. '•... . --. __ ;:,' :I ,,o·· i 310_ .,l;i.._~11 :i, JOINT DRIVEWA.;;---L z ~ '1 I r-11----- -_lf,\, -. . ' EMENT ..:'cs ~B ________ .___ -----------------------.-. _-------4~...i---'· ----------ia;·1-1"-E-24-8-.39'---1----'-30-.0-1'_....._...,~-85.0Zr-J\ ® .~\', . . I •· , '< ; .. i ' i: ~ i ,o' 1 \ 1 I J, 1 ' \.I ATER QUALITY: wETVAULT BELO\./ DETENTION STORAGE INSIDE VAULT TOP ELEV: 410.0 BOTTOM ELEV: 406.4 DIMENSIONS: 52' x 92' x 3.6 17222 CF VOLUME PROVIDED: 17222 CF VOLUME REQUIRED: 17160 CF DEVELOPMENT PLANNING CITY OF RENTON MAR O 5 2D1J1t GRAPHIC SCALE RECEIVED 80 1$0 :::;:,11mic:::=::::1 I ( IN FEET ) 1 inch = 40 ft. --------------- REVISIONS: DA TE: 2 /12 lP+ SCAI.E: 1 " • 40' DESIGN 8'1': ,/ihJ DRl'N, 8'1': JJJ APf'. B'I': JOB No. SHEET __,_1 __ or ......,,7 __ .. ' .. )··. '. '-i' ·.r>o<. ,,. !, ~;?'· '>; LEGAL DESCRIPTION PARCEL 152305 9033 • THE EAST 105 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMffiE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE £AST 20 FEET THEREOF FOR ROAD: EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL 152305 9148 THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 126TH STREET. ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET OF SAID SUSOIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642. PARCtl 152305 9047 NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE WEST 277.5 FEET ANO THE EAST 135 FEET THEREOF AND EXCEPT PORTION CON\o£YED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 5773188. PARCEL 152305 9019 THE WEST 277.5 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF FOR COUNTY ROAD ALSO EXCEPT THE SOUTH 12 FEET Of THE NORTH 42 FEET THEREOF CONVEYEO TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNOER RECORDING NUMBER 5823643; ALSO .EXCEPT THE SOUTH 3 FEET Of THE NORTH 45 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 8709280693, 8709280695, 8709280696. AND 8709280697. PARCEL 152305 9045 THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST: WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON LESS COUNTY ROADS AND LESS MINERAL RIGHTS • SURVEY DAT A: BASIS Of' BEARING BREAKDOWN PER PLAT OF MORGAN PLACE, V 205, Pg 70 VERTICAL DATUM CITY OF RENTON CONTROL #2119. ELEV=426.41 REFERENCE SURVEYS PLAT OF MORGAN PLACE, V 205, Pg 70 MAPLEWOOD MEADOWS SHORT PLAT, V 158, Pg 1264 RECORD OF SURVEY AFN 951113904 RECORD OF SURVEY AFN 9309169004 RECORD OF SURVEY AfN 8711029004 RECORD OF SURVEY AFN 9408249008 TOPOGRAPHY AND BOUNDARY SURVEY BY: ., DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: WATER: SCHOOL: FIRE: TELEPHONE: ELECTRICAL CABLE T.V.: IT OF RENTON A R DISTRICT NO. 90 ' ON SCHOOL DISTRICT OF RENTON ST PUGET SOUND ENERGY CAST CABLEVISION TRACTS:~ TRACT A: GE -13666 SF TRACT B: ROAD -2605 SF ~ SITE DATA AREA: 4.22 ACRES -RS AREA: 1.09 ACRES -R10 AREA IN STREETS: 0.84 AC -R8 AREA IN STREETS: 0.20 AC -R10 NET AREA: .3 . .38 ACRES -R8 NET AREA: 0.89 ACRES - R 10 PROPOSED NO. LOTS: 26 -RS PROPOSED NO. LOTS: 9 - R 10 ZONING: RS & R10 PROPOSED DENSITY: 7.69 UNITS/ACRE -RS PROPOSED DENSITY: 10.11 UNITS/ACRE -R10 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESID. 152.305-90.3.3 0.58 AC ) R-8 152.305-9047 1.63 AC 152305-9148 0.20 AC 152305-9019 1 .81 AC ASSESSOR'S NOS. 152305-9045 ( 1.09 AC) R-10 SITE ADDRESS: 355 JERICHO AVE. NE -.-------NE 4tb7 STRE$T--------e -________ " ___ _ -----····· .. ·-·············---r---------------·------------------------------------.. · .. ···------------------ I -------- •, 124111 ---- !26th bl', •' !/ "' ! • ~' I -1 < £ :' ' I NORTH 12)th I J I I I "' ' JI • ~1 < £ ~ c, ' Sf 120th StrH! I 71 ~ 1 1241h l ~ ~13 J C Scale 4" = 1 Mlle VICINITY MAP N.T.S. ' . ' -.:..------------------···-···-----~·--···-·--····-----··-····-······""" ............... "":····--··-·-··············-···· --·--···------------------·--------------------------------------------------------------·: ~----·····--··------·-------------···-.. ·-----------·-······-··-·-·-······-··-------·······--········-·· -----45' 42' -_,,__ ---~ --;,· I I j ,. -, ,, • -1 ' 27 'i I I ' 11 i ; I 3750 SF. ' 29 l4334 SF. g, 28' 3884 SF ;ii I , __ I · 35 · ' 1:J 4426 SF ~f ! a ., '"' * . I 34 b 3960 SF ~ <O [X1S1 fiouSE T0-6(-- E~OV1;D4 oo· 30' 30' \ 25' ~ID EASEMENTS NOT SHOWN: 26 6556 SF i"------- 10 , 5236 SF Jiff'....__....._ __ ._..,r 125.00' TRACT A DRAINAGE 13666 SF 1. UNSPECIFIED SLOPE EASEMENT FOR CUTS AND FILLS FOR THE BENEFIT OF KING COUNTY. PARCEL 152305 9045: REC.# 5799277 PARCEL 152305 9019: REC.# 5823643 PARCEL 152305 904 7: REC.# 5773188 PARCEL 152305 9148: REC.# 5823642 -- TSR@ t] w. 103.50' 15. TYP. ' 25 6003 SF ,-- ----;'o 50.00 ··~ ~ t:l N ~ "' 9 B ' 4600 SF 4600 PROPERTY OWNERS: 152305 9033 152305 9148 G. W.C., INC. TERRY DEFOOR 24633 NE 133 ST. DU VALL, WA. 98019 152305 9047 I . 8 I* 7 4600 SF' I ' ' I RIBERA-BALKO ENT. FAMILY LTD. PARTNERSHIP DIANA RIBERA 16400 SOUTHCENTER PKWY, #308 SEATTLE, WA. 98188 • ,~ SF ' 50.00: 50.00 , . t\ 6 5 ~ 4600 SF 4600 SF 152305 9019 152305 9045 HOWARD BANASKY 1402 N. 26 ST. RENTON, WA. 98056 PA TRICIA BANASKY 463 FERNDALE AVE. NE RENTON, WA. 98056 50.00 50.00' ,- 0 . ,.,, 4 c.l 3 4600 SF 4600 SF· ------ C I ' 50. ·---I~-- I ' 8: °', 2 OI , 4600 1SF 21 5146 SF 35.0 '18 1 ' "1 ' O') 5386 SF ·--~ -' -----~ '. f r, : to· ,I' I s· I .. I GRAPHIC SCALE ilo 0 20 40 80 \I ---I I i ( IN FEET ) ! 1 inch = 40 ft. +! ---- 160 I REVISIONS: (_') z ' '-. ct C) ~ 'I' Lu " a ,_ "' (X) vi 0 i:o ).. 'Cl ex, I ct .._ "' "' ") "' f5 ") "' -~ -----i-::: L.J <o <'. 0 • C\,j ") ...J '-' I') ...J <o ~ ii; "' cj 'I-:::i C: l,J <'>lac 15 ~ ,:: ..J Cl. '!;! :,is ~ -'II "' l,J <..'.) i 0 DATE: 2/12/04 SCALE: 1 " = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET 1 Of 1 (!) 2 22 -Q 20 ~ ~~ w ~8! = > -W<J.. w :::o ~ (.) ~i': :;:) w __,_ --. a: wu > w 0 .......... ' ~ ,..; ... -·- k !Y 0 ~ ,.: .. "' .. f J ;:_ ... .. ~ --~ ~ .., r ; I ...J ...J <t > :J 0 14 100 100 :( " ~ ... .. .... 0 on -4.59 Ac. 60 ,.&4 4.58 Ac. 1.10.0l 3240 0 Q D O.!>Z Ac.. @ €) ~ .. ':!: l!Ji v -t N 0 © o].?u,s Cll'f 2M (3) r ·1 ( 2, . " •• • ( j 1 J · J_ .-r: J•, ..... !!'-' • I I ---~-, ___J)f . . ...__ • - . - • J: I-"' a) <l ..n d H I• I '"' ..., _ .. (41 1.50 Ac. A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. 0 (4) 15& "° 0vt !OGA-, i Int. ~ 0.39::. -1u11@ :il Wio tr' :il % CJ) ® I 12 ,ntJ 'f .. fo (.) <.) d < ~ 4'. ... N N ~ 3 ,.. - @ ,so@ l•S ® V f\C.P\~ 4.96 Ac. 4.94 Ac. 13 l ( I ) (2) ,.. S.P. 488031! l&U! :'ii .., 6 .. ... ~ .., .... ~·) (u) " 121 t3J (u) ~) S.P. 776004. r FA-MIL'{~ REstD. ( I) 0) _12l IOl fl.Z! r ... ... 5X r ' I \ .r.l .. g ::: 140 300.7 no 0.G7 Ac.f3-s _ 250 @ ~oc e 1.1fr 0 1.38 Ac. -;:.: ITT! S.P. 8770: 2 (2) .. 1 ,-"€) ~) : ®· a ; £S1,tr. JIO ~ '°1.15 ~,a.211 (~) ~ wl > a 25 ;;; <1 0 .., ~) D ' ·--. " .. • ISl.lS (~ ~) 150 (~) '-Ol.15 ( 600.01) 51 N&LE.. FA-M tL'f RES LP 3 (SU43} 6 601.7 rs,e.esl (•J) -;;: .,, !: ... "' .... ... 7 "' ;;; D (t•) . w > 1);8 < .., ;; -:; .. .. ··_ro ... ... !? ., .. ... ;; ~ 3¢0.!1 "' ... ~ ... (•i (~ z z zZ ..:r 0 :50 = w n.!z c:> ~ > 1-W LI, jjj zO:: LlllJ.. ~ ~o Cl::: 0 a..>-< w Ot-...J-~ a: . wO > UJ 0 ON-SITE ANO SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE 200 0 100 200 400 ~I ---~-.J.·~.-l~l-111111ml ( IN FEET } 1 inch = 200 ft. a:: w w z c5 z w C) z Ct: w w z -C) z w Ct: w C) w <( -, a:: w I 0 C z <( I-:z < (.) :::i a. a. < Q.) "f" (..) I'<') t.r) 0 0) t.r) _.,._a .,_ QI'<") I a Oal -e a:> t.r) a ......, 0) a:) t.r) -..;j-a:) a """"" C"l • ~ ;;-- -C ~ C'\i t.r) ........ '-...; C'\i ::J • '-...; 0 -+-.? 0 c.n C: < 0 Q.) < O)~ Q) C: >< .,._ 0 ~ -..;j-.c 0) Q_ . (.) <:: - t) ~ (!) LLJ < ~ '<:;( C) :r:: ~ S2 a es -.l J ~@ i-: c.n -C ......, -..;j- 1..LJ < r,t) a:) !'-.. f-.'.0)0 (I) .,_ I Oto \) a:) 0) ~0)(0 I'<') • """"" -~<o Lu ~ < ~'-...; -.I r,t) -.I r,t) ~ <o ::::, G..i "f" Ci< C'\i a J:: Q_ DATE: 2['.12['.04 SCALE: 1'' = 200· DESIGN BY:_...,,Jc:::.JJ:::.-_ DRWN. BY: _...,,Jc:::.J:::..J _ SHEET 1 OF 1 ; ·~ .·-" ' '\ti ,, ,.-' • ;) --~. 1 ,,• ,, ;~---~ f,, '} , ~·. .. . LEGAL DESCRIPTION PARCEL 152305 9033 THE EAST 105 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KINC COUN1Y, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF FOR ROAD; EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY fUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL 152305 9148 THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUN1Y, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 128TH STREET, ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET OF SAID SUBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECOROEO UNDER RECORDING NUMBER 5823642. PARCEL 152305 9047 NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE WEST 277.5 FEET AND THE EAST 135 FEET THEREOF ANO EXCEPT PORTION CONVEYED TO KING COUN1Y FOR ROAD BY DEED RECORotD UNDER RECORDING NUMBER 5773188. PARCEL 152305 9019 THE WEST 277.5 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WlLLAMmE MERIDIAN, IN KING COUNTY, WASHINGTON • EXCEPT THE NORTH 30 FEET THEREOF FOR COUNTY ROAD Al.SO EXCEPT 1'H£ SOUTH 12 FEET OF THE NORTH ,n FEET THEREOF ~ TO l<IHG COUNTY FOR ROAD PURPOSES BY DEED RECORDED .OHOER R£COROING NUMBER 5823643; ~ EICCEPT TH£ SOUTH 3 FEET OF THE NORTH 45 FEET THEREOF CON\IEYEO TO !<ING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED l,JHD£JI RECOROING NUMBERS 8709280693, 8709280695, 8709280696, AND 87()Q;280f97. PARCEL 152305 90-'5 THE. EAST HAl.f' Of THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER Of' THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON 11$5 COVN'IY ROADS AND tffl l.llfJl!RM. RIOHfS ·· ' • SURVEY DATA: BASIS OF' BEARING BREAKDOWN PER PLAT OF MORGAN PLACE, V 205, Pg 70 VERTICAL DATUM CITY OF RENTON CONTROL #2119. ELEV;426.41 RErt:RENCE SURVEYS PLAT OF MORGAN PLACE, V 205, Pg 70 MAPLEWOOD MEADOWS SHORT PLAT, V 1 58, Pg 1264 RECORD OF SURVEY AFN 95111 3904 RECORD OF SURVEY AFN 9309169004 RECORD OF SURVEY AFN 8711029004 RECORD OF SURVEY AFN 9408249008 TOPOGRAPHY AND BOUNDARY SURVEY BY: DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST • SUMNER. WA 98390 ... i53-826-0300 FAX 253-826-9703 , / ' ' r \ \ ·g ~ I \ \ \ \ --~------ A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: WATER: SCHOOL: FIRE: TELEPHONE: ELECTRICAL & CABLE T.V.: TRACTS: CITY OF RENTON WATER DISTRICT NO. 90 RENTON SCHOOL DISTRICT CITY OF RENTON QWEST GAS: PUGET SOUND ENERGY COMCAST CABLEVISION TRACT A: DRAINAGE -13340 SF TRACT B: PRIVATE ROAD -2553 SF ~ ~ '<111:l I~ . I I I g ~~ / 0,, -0-·~. I~ . • ---··-·------···-----·----------------··------··········-····-····•-,-•--·····---········-·----- -, .. ----1~-=--·· ·4y-----······-. __ ----···---···---·-· ._ NE __ j~---~REET __ ------. ~ ---~ ' --'\ (,0) :, I I (.1.4) k , 30c,8~ 131 • 3750 SF · ; 32 ' 31 . '4334 SF ; 3884 SF ; ' r---·-----~ I I ~ . ". : J": 152~·, i 9045,_. . (ti } : 34 i --'\, ~ . +. , 3884 F : : 35V~ · ' 33 II I ', ' I ' :_ 4215 SF ,) ~--.... -· I~ ;?884 SF: I ,.-' '. .... -~,' 45.oo' 45.oo· ' 'i ' ' . : 3af.161) ' ~ 442~ SF t<i ~ I" r· . -----"""1 : 7('J6): ' 3 ' : 3960 . SF l:i ' ' I r---- i, 36 oac) '3960 SF . 1 TRACT A \.DRAINAGE \ 13340 SF -----f • ·--···--· ---·-.. ~'-'--· 12 5386 SF 14 f;J 4600 SF -----------, 15' DRIV[WA ESMT ' ,-. --\ ' 15 : 4600 SF 13 b 16 ' O> ' ' I ' 4502 SF ' ' ' ' _J l __ ...c. ________ _! L ________ J .~,o/ / EASEMENTS NOT SHOWN: 1. UNSPECIFIED SLOPE EASEMENT FOR CUTS AND FILLS FOR THE BENEFIT OF KING COUNTY. PARCEL 152305 9045: REC.# 5 799277 PARCEL 152305 9019: REC.# 5823643 PARCEL 152305 9047: REC# 5773188 · PARCEL 152305 9148: REC.# 5823642 ' ' "' 4502 SF. SITE DATA AREA: 4.22 ACRES -R8 AREA: 1 .09 ACRES - R 1 O AREA IN STREETS: 0.84 AC -RS AREA IN STREETS: 0.26 AC -R10 NET AREA: 3.38 ACRES -RS NET AREA: 0.83 ACRES -R10 PROPOSED NO. LOTS: 27 -R8 PROPOSED NO. LOTS: 9 - R 1 O ZONING: RS & R 1 O PROPOSED DENSITY: 7.99 UNITS/ACRE -R8 PROPOSED DENSITY: 10.84 UNITS/ ACRE - R 1 O PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED l~ESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESID. ASSESSOR'S NOS. 152305-9033 0.58 AC 152305-9047 1.63 AC 152305-9148 0.20 AC R-8 152305-9019 1 .81 AC 152305-9045 ( 1 .09 AC) R-10 SITE ADDRESS: 355 JERICHO AVE. NE -r-·--······················-·-······ N8871'11 ! ' I I NORTH "' l • "' £ • el f < Ji I I 122nd b< /-'--. < SITE-'·· -- I SE 132!10 Slr~t I "' "' • • < • s i • ' ~ S£ 1 J6j~ St1~,:,t / Seo le 4" "= 1 Mlle VICINITY MAP N.T.S. -, -"' ' . ' <~: +----- 11111!!!!!!1!!-. ....... ·······-··-······· 50.00' ' ' . ' ' , 818 ' , 11 I: 10 ~ 9 I ' ; 4500 SF ' ' 4650 SF ' +500-Sf"---,---_---~ 1_ • ----I -' ' ' . 8 N • ·--.J '--• 71, .... ~ ::l! L,J (/) <( ' ·1' 7 '1 I.ti) 4651 SF : ::,i ' ,, 8 ' 4650 SF : _ I -I ' ' I i .. ---, ,.. .. -.. ·---·---, , ~I ' ' ' ' ~I ~I 23 :51 4600 SF >-->-I 17 ""' ' , .... >- O> ;' 21 I ('f 4600 SF : ": ' 6 4986 SF 25 \ ·····-·------------·--··----- __ ,__,......., ...... , .. 56.oo· NACE ESMT. /092806"9"6 -. 5 . 5532 SF ' " ' _·~_ -~-1--.: ----- 3 • 5266 SF: 1 ' 5504 SF I 10' ROAD EASEMENT REC# 8710061104 6578 )SF I z <( i5 ~ I _ _1...,~ 119 46~0 SF ' z <( I 6~ I 7477 Sf' ~ _:152305 .9033: I l b ci: INC:, I ,, ' ' ' i ! '; I ' 18 . ' 4502 SF '. \ I PROPERTY OWNERS: 152305 9033 152305 9148 G.W.C., INC. TERRY DEFOOR 24633 NE 133 ST. DUVALL, WA. 98019 152305 9047 . . , ~ 20 ' 4525 sr RIBERA-BALKO ENT. FAMILY LTD. PARTNERSHIP DIANA RIBERA 16400 SOUTHCENTER PKWY., #308 SEATTLE, WA. 98188 ..., Is! b ci: I NO I_ __ -' 22 ' 4547 SF: 152305 9019 152305 9045 HOWARD BANASKY 1402 N. 26 ST. RENTON, WA. 98056 PA TRICIA BANASKY 463 FERNDALE AVE. NE RENTON, WA. 98056 /' , , 24 4547 SF ' \ ,. ~ ·\ 26 4626 SF • 27 4500 SF ' (s) l . ' J' : o· 30' .. GRAPHIC SCALE ~ o m ~ ~ K.•..-1-1 ,--,---- ( IN FEET ) 1 inch = 40 ft. 160 I REVISIONS: 1. REVISED ROAD DESIGN 4-20-04 DAlE: 2/1210, SCALE: 1 • = ,o· DESIGN BY: JJJ ORVtN. BY: JJJ APP. BY: JOB No. SHEET 1 or 1 • • '. ,i· - .. •. • f •. ·' .. ·, • LEGAL DESCRIPTION PARCEL 152305 903> THE EAST 105 FEET .)F THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST !)UARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 N(1RTH, RANGE 5 EAST, WILLAMffiE MERIDIAN, IN KING COUNTY, WASH!t<GTON: EXCEPT THE EAST 20 FEET THEREOF FOR ROAD: EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL 152305 9148 THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON EXCEPT THE NORTH JO FEET THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 126TH STREET, ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET OF SAID SUBDIVISION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RfCORDING NUMBER 5823642. PARCEL 152305 904 I NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE WEST 277.5 FEET AND THE EAST 135 FEET THEREOF AND EXCEPT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RfCORDING NUMBER 5773188. PARCEL 152305 901U THE WEST 277.5 FEE1 OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. !N KING COUNTY, WASHINGTON EXCEPT THE NORTH .30 FEET THEREOF FOR COUNTY ROAD ALSO EXCEPT THE S(>UTH 12 FEET OF THE NORTH 42 FEET THEREOF CONVEYED TO KING (OUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823643; ALSO EXCEPT THE SOUTH 3 FEET OF THE NORTH 45 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 8709280693, 8709280695, 8709280696, ANO 8709260697. PARCEL 152305 904~ THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON • LESS COUNTY ROADS AND LESS MINERAL RIGHTS • • • ' SURVEY DATA: BASIS or BEARING BREAKDOWN PER PLAT OF MORGAN PLACE, V 205, Pg 70 VERTICAL DATUM CITY OF RENTON CONTROL #2119. ELEV=426.41 REFERENCE SURVEYS PLAT OF MORGAN PLACE, V 205, Pg 70 MAPLEWOOD MEADOWS SHORT PLAT, V 158, Pg 1264 RECORD OF SURVEY AFN 951113904 RECORD OF SURVEY AFN 9309169004 RECORD OF SURVEY AFN 8711029004 RECORD OF SURVEY AFN 9408249008 TOPOGRAPHY AND BOUNDARY SURVEY BY: £ DRY CO DRY CO 7 Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 DMl'S 1/11 A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE DATA I S( 1 ?0th Sir.et I ~I ~ ; ~r~1 t1 SITE SERVICES AREA: 4.27 ACRES -R8 AREA: 1.09 ACRES -R10 AREA IN STREETS: 0. 76 AC -R8 AREA IN STREETS: 0.20 AC -R10 NET AREA: 3.51 ACRES -R8 SEWER: CITY OF RENTON WATER: WATER DISTRICT NO. 90 SCHOOL: RENTON SCHOOL DISTRICT 124th I I I 125th 126th C NET AREA: 0.89 ACRES -R10 FIRE: CITY OF RENTON TELEPHONE: QWEST II --1-----NE 4th a::S""''"--t----.L.,n,innr,:!:rr---1 ts SI TE--:'.'"_·_ ! " "~' ~.: ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COMCAST CABLEVISION TRACTS: TRACT A: DRAINAGE -13666 SF TRACT B: PRIVATE ROAD -2605 SF I~ 1~ I~ g Qo I~ PROPOSED NO. LOTS: 26 -R8 PROPOSED NO. LOTS: 9 -R10 Z01i!NG: R8 & R10 PROPOSED DENSITY: 7.98 UNITS/ACRE -R8 Pf;<OPOSED DENSITY: 10.11 UNITS/ACRE -R10 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHE[1 RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESID. ASSESSOR'S NOS. SITE ADDRESS: 152305-9033 152305-9047 152305-9148 152305-9019 152305-9045 '0.58 AC ' 1 .63 AC 0.18 AC 1.88 AC)/ (1.09 AC) 355 JERICHO AVE. NE R 8 R-10 NORTH t ~I J / 11 ! l:i IE 132cc l~' ; _.I./J ~ i1· -Seo le Sf 1361.~ )\r~t _ 4" == 1 Mlle VICINITY MAP N.T.S. ':;;· -.. ; .• " ' -----~~--------- ----------··--·-·-----····-····-··-······ ·-······-······ J . ---------------. -·--. . . . ___ -_--___ -_----_-·-····--·---· ···-------·-·-.. ······-------··----. ·-· ··-···· 1······---··· ···-------------··-----·· ····--········-···· ------···--------·-------------··-· -------------------------------. -....... ············-·--··· .. . ... ·······-······ ----·--·--·-··· . ·····--·········-·····--·-------·-------·Nr4· fh.---·stre e i·-----------------1 ------------------------~ ~-~----~----·----J.".-------~ ~--:.· -~~=~~-_: _____ ~~~-~---~-!---------=-~---------~--.· ~:--=: _N._'E-.~~ th_ SJ'REET ~----·---------~-~,l.~-~ -~ ~-:"'"·~•= ~~ . . ~~-. -_ -----------------·--------~--_,=,,L-~----------=------------~ ______ -' ---r =~=~~~~~, -~~F=~f:E§v~-::=~~·~~~~~.,~~~~~-~~-~~~~~~-~~~~~~~~m~~~~m~~=;:::·-~-'.~-, ,., ... ----~ I VI r f 111,1 f.lf F II t /_ 1-r F r "·' '--J _,..._ oirJ '/ ~-' , ·~--"'"'.o:r. •, ., <s, 54.50' 15' ._TYOUP ... ,u 84.00' JU 86.00' ~ )-C 45.oo· 45.oo 20.00" .~ 86_0"" -Ll 86_00. -L . --su.w ·15, '-TYP. ~. , 'i' .~ t '°<S'> i ,{? t · 3•1 DRAINAGE ESMT. -3' DRAINAGE ESMT 1'\ - ' ,. 0 N .. 'c,, I" 8 z 29 4334 SF 27 i I"! R~C #8706230527 I RE. C #8709280698 \ .-r 15' .5 :g 38il sF [:'~~~01S.F ~I : @ 462i6sF I~ 47lo5SF //1~ 49982:F ,:i:: 23 1't 53?~sF 1'~ 537;1SF //-~ 548~0SF t, 23' ·g ~ ' [XIST. 30' 2 ,· j"t, EXIST • / 5350 SF / ~\' . £ sousE i-----r--~~---__ H"''SEI"'" ___ _ _ , I ---s•.~ _ -""--<,-_ _ 86.oo· // _____ ~oo""'·----_ ----""MD:Q: "--/-4---__ --~·ll.Dllll.' . I 10' ROAD ~ 1 _ ;~~~o~li,~~·-1 18 .. 5· s5.oo· "Rli8~o ~I-. 80.50· _ : ~ so.oo· 50.00· _ 10.00· :· 'z : 5000· -50.00· 10.00· -:-'z 5 .oo· · so::. -: . ...._-+++-II-+-+!ift:1::4 · I::. jw 1w, DIST I I 1---4.;::5.;::·o.:..o·_..;_I DRI\/EWAYI EASEMENT ! fo ! !lo I ~ I' _0 " g I ~ I ~./ 450_~ SF .~8 1:,-EE ~ 45.00~ 45.00' I _ . f O "'I O I w ~ 100. a lei I <( • I I I, <(... · u ,,., "' I I :ii 1 0 I g 11 I >->-I g 1 2 "' 1 3 * '" I w g 15 .8 g 1 7 w ~ 8 18 i REMOVfO ·L: 0 n '° 0, 30 4215 SF ,11 1 g230i . 9045 I~ 3884 SF I 32 g 3884 SF :gl \ 45.oo· 45.oo· I 29 17' ,.,,o· TR ACT B ·g ,i =---1 ~,. PRIVATE ROAD ~ -----~~ v 45.00' I 45.00' I 35 o 8 4426 SF 0 1 :ii, 34 . 3960 SF ~I ""I 33 001 3960 SF ::i I 45.00' 45.00' S88"22'11"E 165.24' v:, v:, I 7245 Z <C I I 14 >->-. I 16 I I>->-0 d . N I g v:, r 40.00' 15.00 80.50' I 50.00' i .. -I I CJl ~ '\,<-:, ' '---.,----..,__ __ --_...____ - -..:.____J_ ~-,--· -• --,.....a,',-' t 152305 901~0 . . 152305 904 7 t ~ 1.8.R : ,I , -----42'----------__ _,____ ------------------4,2' ---+-~ -_j" ·~ .... • ... · ~ .... , lQ I 1,:, ~ ---.. -~ -.. _j_ _ .. ~ 15:305 903311 .· ! 50.00· 50.00· 50.00· , 50.( o' 35.oo· ~ '" ,? '.. llh '',l{U' 0 ____ __.__ --~------- 125. o o · 50.00' -----__ _._ ___ -- 50.00 -----50.00' 50 00' I I, 30' 25' I ', 0 N .. TRACT A DRAINAGE 13666 SF 150.00' S88'22'11"E 277.56' 9 46DO SF 50.00' S8817'09"E 247.50'(M} 8 4600 SF so.oo· 640.95' 7 4600 SF 50.00' 0 0 IS: I 6 4600 SF 50.00' (8 N I"' 50.00' 50.00' S88'22'11"E 248.39' 3 4600 SF 50 00' ' •. 8 ol "' 2 4600 SF 50.0( 30.01' . 0 I~ "' 5386 SF I 60.00' 85.02' I \, ' ' _.., ~ 5' I I' RO I ., I .I' I I I 20' ' I ' ODL. 30' 'S' ' L I "'-' ' ' ! O' 30' EASEMENTS NOT SHOWN: 1. UNSPECIFIED SLOPE EASEMENT FOR CUTS FOR THE BENEFIT OF KING COUNTY. PARCEL 152305 9045: REC.# 5799277 AND FILLS 15 LOT AREAS 6053 SF -(GROSS LOT AREA) ( 4514 SF) -(NOT INCL. AREA OF LOT LESS THAN PROPERTY OWNERS: 152305 9033 152305 9148 G. W.C., INC. TERRY DEFOOR 24633 NE 133 ST. DUVALL. WA. 98019 152305 9047 40' WIDE) 152305 9019 152305 9045 HOWARD BANASKY 1402 N. 26 ST. RENTON, WA. 98056 PATRICIA BANASKY • GRAPHIC SCALE ·r PARCEL 152305 9019: REC.# 5823643 PARCEL 152305 904 7: REC.# 5 773188 RIBERA-BALKO ENT. FAMILY LTD. PARTNERSHIP 463 FERNDALE AVE. NE RENTON, WA. 98056 40 O 20 40 80 160 I .-.. 1-1_1 I ___ I PARCEL 152305 9148: REC# 5823642 DIANA RIBERA 16400 SOUTHCENTER PKWY., #308 SEATTLE, WA. 98188 ( IN FEET ) 1 inch = 40 ft. RE111Sl0NS: C) z ·----. ....... DATE: 2/12/04 SCAlE: 1" = 40' DESIGN BY: JJJ DR\t,f,I, BY: JJJ APP. BY: JOB No. - SHEET __:1 __ _ OF --"-J __ ------------~----. • • t • • • t LEGAL DE.9CRIPTION PARCEL 152305 9033 THE EAST 105 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIOIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 20 FEET THEREOF.FOR ROAD; EXCEPT THE NORTH 42 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233 FOR SOUTHEAST 128TH STREET. PARCEL 152305 9148 THE WEST 30 FEET OF THE EAST 135 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER or THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST 128TH STREET, ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET OF SAID SUBOMSION CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823642. PARCEL 152305 9047 NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WIU.AMfTIE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE WEST 277.5 FEET AND THE EAST 135 FEET THEREOF ANO EXCEPT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 5 773188. PARCEL 152305 9019 THE WEST 277.5 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THE NORTH 30 FEET THEREOF FOR COUNTY ROAD ALSO EXCEPT THE SOUTH 12 FEET OF THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 5823643; ALSO EXCEPT THE SOUlH 3 FEET OF THE NORTH 45 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 8709280693, 8709280695, 8709280696, AND 8709280697. PARCEL 152305 9045 THE EAST HALF OF TH( NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN, IN "(ING COUNTY, WASHINGTON LESS COUNTY ROADS AND LESS MINERAL RIGHTS -------" --' ··--- SURVEY DAT A: BASIS OF' BEARING BREAKDOWN PER PLAT OF MORGAN PLACE, V 205, Pg 70 VERTICAL DATUM CITY OF RENTON CONTROL #2119. ELEV=426.41 REFERENCE SURVEYS PLAT OF MORGAN PLACE. V 205, Pg 70 MAPLEWOOD MEADOWS SHORT PLAT, V 158, Pg 1264 RECORD OF SURVEY AFN 951113904 RECORD OF SURVEY AFN 9309169004 RECORD OF SURVEY AFN 8711029004 RECORD OF SURVEY AFN 9408249008 TOPOGRAPHY AND BOUNDARY SURVEY BY: DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 ----------- A PORTION of the N.E. 1 / 4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. SITE SERVICES SEWER: WATER: SCHOOL: FIRE: TELEPHONE: ELECTRICAL & CABLE T.V.: TRACTS: CITY OF RENTON WATER DISTRICT NO. 90 RENTON SCHOOL DISTRICT CITY OF RENTON QWEST GAS: PUGET SOUND ENERGY COMCAST CABLEVISION TRACT A: DRAINAGE -13340 SF TRACT B: PRIVATE ROAD -2553 SF I SITE DATA AREA: 4.22 ACRES -R8 AREA: 1.09 ACRES -R10 AREA IN STREETS: 0.84 AC -R8 AREA IN STREETS: 0.26 AC -R10 NET AREA: 3.38 ACRES -R8 NET AREA: 0.83 ACRES -R10 PROPOSED NO. LOTS: 27 -R8 PROPOSED NO. LOTS: 9 - R 1 0 ZONING: R8 & R10 PROPOSED DENSITY: 7.99 UNITS/ACRE -R8 PROPOSED DENSITY: 10.84 UNITS/ ACRE - R 10 PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. PROPOSED USE: R-10 ZONE: SINGLE FAMILY DETACHED RESID. ASSESSOR'S NOS. 152305-9033 152305-9047 152305-9148 152305-9019 152305-9045 0.58 AC) 1 .63 AC 0.20 AC R-8 1 .81 AC (1.09 AC) R-10 SITE ADDRESS: 355 JERICHO AVE. NE NORTH :£ 120t~ Sll~l "' '1! • 124th • • < 124th 1Z5th i ' B 0 ~ -· d 126th --/~ -------'N( 4th "'-Slrtt""l--t---..1...,:,,n~r,----f SITE----'i "' 4; t,< l ~ "' l i "' S( 112nd S!ree, ~ Sf 136tn Slrffl "' • ~ .~ ' ."' , Scale 4" = 1 Mlle VICINITY MAP N.T.S. \ "' l ,t' ----,----~t ........ _ / 0 ~ • ·a, "' :g N w • -.?J g z / ''-' 45.00' ~-----· . --; 32 4334 SF 45.00' I , 1. 31 :,J 3884 SF l;l :Ii ~ '~----------- 45.oo· 20.00" g 30 j€1 3750 SF 30' I. 0 "' <-< 25' .. 1'50" 126.20' TRACT A DRAINAGE 13340 SF ·01 - 0 1il I - N88'21'1 ]"w_ 660 68' ----~ ---- I ----------······-·-···-·········--···---······ ·•···· . .,.. ···········-----·-························ 45' -42' _______________ ------------------------------ 50.00· 11 4500 SF --- 77 Ill -L.oo· 50.00· -15000·----SMC;---so. 35.oo' 4:-' .--_ . ---_ ---1. __ ..3'. ORl\l AG£ ESMT. __ , _____ 3' Di< INAGE ESMT. _____ -----, ,j:>\ REC#~ 0~230527 REC :#f~092806!IB-: -----, , I 50.00 50.00' 'gl ' §11 8{8 · 1-~ · 1°1l : I , • I : ·21 4 I I°$ 3 I on9 •o 8 ·~ 7 ',':it 6 ~-5 :a: g, f. 1 O "'1 1 '." 4650 SF ' lg 4650 SF I°\ 4651 SF : I:;: 4986 SF ~ 5532 SF :°'I i 450q SF : I; 5266 SF 11oll~~2:::3'-<0 I- ( 15 .51 I ; '1·-4500 SF -Ii ' ~I:~;~. I .. --, ell---~ t. -----+-f!--+-f-+---l--l-i1i3:iT I · -_ EASEMENT r -.:. - - ------1 8710061104 5 ... o.o;;.;;o_· -~-;;..;50;.;:._oo· __ I 50.00· 5o.oo· 50.00· ' I , / soog:__1_ Exi s .oo· "-I -~ NE 3rd Str et --. ~ I ',, /~¢'. 1r - -..,.r::=-· 0;( --------~·-.. ---- .. ____ -~ ---;i' 152305 e 904 7 --;;,"--~"~; 7 / ,'.~ ;''ii ! ~~0~-: ---h--1 33 4215 SF 1: 1 ~f 30 . 9045, O -1"' 3884 SF _ I -35 g ,--}" 3884 SF 181 0:::: :::3 io i 45.00' ,- 25' 12 5386 SF _t 50.00' 14 4600 SF -I' t52305 9019 ~OD' \ ' -I 8 ! r,..j - T ·t -~----V;." ! "'JI 2 -' 1 71.5' I '"J50.00' 50.00' 50.oii'" ·r • I ~ "' ' g 5' DDL. R I I I 1-' ' , \ \/i . '• ~ ~: ~:~ 5504 SF I z tr.)Z U'I· " z: , ' ' !;; I \ c:::, ', . 1 s R · : I r~ .. : ; I~ : I~ : 18 ·g' ~: \ ~5 3'sF L ____ ----~ I ~ . ~ , I~ 1 5 , 4600 SF , I '." 17 6578\SF : w I~ N 21 • '" 23 j;i I j I id'- 15' DRIVEWAY ESMT -~ \BR9 : !! · .,\;'sc " "00 " 1~ "'°" ~i i ,fi-, s~ , , ~ _:152305 9033: ~ \ : ' • ' 38 : -37 g ~ 4426 SF ~I ' 3960 SF l:i I Sl "'I ' · I --'--·1 ' 36 : 3960 SF 8 ' .; ., I 60.00· 5Q.=oo._· ........ _ 5o.oot.~ I .--1&3'-1--,s.s -....;;_,,,.__,....__ - ! -' : ~~ 5o.o_o· __ .;iJ_ ------,~8-·~~',,. )i::i-_ t -r1-l\-111W-----+II ~ \, '.1 76.3' // ;·· -1S.J'-, I -~'3·_ -\ 20' 52 4' -:, ~ \ ·~ : : : I '\ I r·-------·~s1> :\ _ I\).:: 1~ ' r:i; 26 1 : • 11 ·:; : : : 1 / ~ 71.5' '---j-76.:r -,, 50.00' 50.00' 7o.3' -, ' ' ' 13 L--··---~---' L------ I . 0 oi "' ' 4502 SF ; L -----· - 4 .. 45.oo· 45.oo· -76.3' S88'22'11 "E 165. 24' S88'22'11"E 277.56' EASEMENTS NOT SHOWN: 1. UNSPECIFIED SLOPE EASEMENT FOR CUTS AND FILLS FOR THE BENEFIT OF KING COUNTY. PARCEL 152305 9045: REC.# 5799277 PARCEL 152305 9019: REC.# 5823643 PARCEL 152305 9047: REC# 5773188 PARCEL 152305 9148: REC # 5823642 16 4502 SF. ' ' ' , . 18 4502 SF , ' 1e.J' -' 76.3' I ·o 1:1: I 20 ' 4525 SF 76.3' • S8817'09"E 2~750'(M) . 640.95' PROPERTY OWNERS: 152305 9033 152305 9148 G WC, INC. TERRY DEFOOR 24633 NE 133 ST. DUVALL, WA. 98019 152305 9047 RIBERA-BALKO ENT. PARTNERSHIP DIANA RIBERA 16400 SOUTHCENTER SEATTLE, WA. 98188 ' i FAMILY LTD. PKWY., #308 I ·:1; 22 , ,m 4547 SF , ,i ;24 1m 4626 SF: 1:i; : 27 -: Ell ~ '11547 SF 4500 SF -i fl I ' 76.3' - 152305 9019 152305 9045 HOWARD BANASKY 1402 N. 26 ST. RENTON, WA. 98056 PATRICIA BANASKY $88'22'11"[ 248.39' 463 FERNDALE AVE. NE RENTON, WA. 98056 X I x I X ! : I : -t 20' :301 '··75':,0--· -~ .J L-n':1t-____ .....i 30.01' 8 .0 ® I - o' 130• GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. ' ' I\ @ ,.ii -I <::,~~ 'I,,""' «,'<;> ~~ ~v ~<,.,<:J 160 I RE"1SIONS: 1. RE VISED ROAD DESIGN 4-20-04 DATE: 2/12/04 SCALE: 1" = 40' DESIGN BY: JJJ DR°M'I. BY: JJJ APP. BY: JOB No. SHEET 1 Of' 1 ~ ..; ... ·- ~ :.: .. "' .. r J ~-.. !) . .. ...J ...J <l > ::> 0 14 100 ::I ..... ~ ... •. ,.. 0 ~ ll'I 1.10.ot D cikflr& 4.59 Ac. 60&.&4 4.58 Ac. J74.Q 0 D uo .. ~ :: [!]} J ~ N .. 0 ... ..; .. ~ .; t: © 0 Ctl'f L\N\'TS@ I : ... . ( I ) ~09 (3) ·-- . ., .. , I,. '! (2) ( j_ ..P:J•• •••• '.!li I j I -----1 _____Jlf . ....._ . - . -• w -···-·-··-·-·-· :x: I-.... co " ,... rt') !! .., -.. (3) 1.50 Ac. @ A PORTION of .,,,. aMr tint. g 0.30:;. -ll(lf@ i W,o ' cn,z r-----.®~.a.i- Dr.~ RT~ ff ::, fD c.) 0 cJ < < < .... N N ~ 0 - ISO@ 4-1 • .. .. N ... \} ACF'lt--!t 4.96 Ac. !IO p ...... ,1,., ~ @ ,. ., .,; H .... 4.94 Ac. Is. E { 3 l CtT'l ( I ) (2) (zn) S.P. 488038 (21~ bO r.,:J I) l&Ut f,.,..VE.. ~ .. .. .. 6 ~ ... -"' SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. (,;~ .. ... ( 2) (3) (i.j\ ' I Ci!) S.P. 776004. 0 ;: FA-MlL'/~ REstD. ... ,; .. .... m1 S.P. 8770!2 .. Q 1 l (2) (~) " . • 15l.1S "°'-15 ( 600.01} 5lN&Le.. FI\MlL'/ RES LP 3 [JJ t ® --!130.211--- ml f,{; ! (•) : (I) ~i-----~~-,,~s~,,~ ..... 1~)---~~-:.1~-..~----~ § 0) ~ (2) !OZ 140 «.ZI 300.7 1SO 0.6? Acf:35 _ ,... 250 @ ., ... ,x )oO & r . I \ ~Io ~ ~ /Jcfr 0 1.38 Ac. ;-;: 0) : ®: s' ,s~r. )10 ~ '-'1.15 ~'8.27} (~) ~ 25 -;, E,<) 0 • ~~ ~~ J J ,13 I ISO g 8>1 g -(11f (,,) wl > <ti! 11;8 . .. -. 0 6 1., < s,e.es l 7 c,,_· . ··::_. .. w .. ··_m .. > " <! !! .. (~ .. ,. ;:; .._ ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE 100 200 400 ___ ... ! I I ( IN FEET ) 1 inch = 200 ft. 6:: w w z 6 z w C) z 0:: w w z -C) z w 0:: w C) w <( -:, 6:: w i 0 0 z <( I-z <( (.) ::i 0.. 0.. <( (l) ~ (.) "'") l{) 0 0) l{) -.,.._ a .,_ Q I") I a C) al ..c: CX) l{) a ~O) co l{) co C) '"' C'\j • ~ -;:;;--~ C'\I l{) ..c: '--' C'\I ......, '--' :) . 0 ......;-0 C) U)c< < (l) O)~ (I) C: )( .,.._ 'l;,f-- 0) 0 ..c: Q. Lu < w :s: "'( C) ~ ~G - (j :z: - ~ (.!) C) a:: -.I ~ ~@ i-.: (/) "'") ~ 1--,'.0)0 Cl) .,_ I a c.o "tl co 0) ~O)c.o "'") . -.. --~(O L1J ~ < ~'--' -.J "'") --.I "') ~ (0 :::) G.i ~C):2: C'\I 0 ::r: Q. DATE: 2[12[04 SCALE: 1" = 200' DESIGN BY:_..:,J~J~J _ DRWN. BY: _..:,J:,:;J=..J _ SHEET 1 OF 1 I , / ,I / EXISTING SSMH 1 -RIM: 4409. 70 CONNECT TO EXIST. 12'· WATER MAIN A PORTION of the N.E. 1 / 4, ~ I ~ · I EXISnNG SSMH 1-RIM: 425.19 · I/ IE: 412.0+/-(12",E&W) SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. EXISTING SSMH .r-·RIM: 433.3 /1 IE: 417.67 (12",E&W) N.T.S. ---,---==· ;:~~ cc.c· I . ;L . ---~-:_:_--~--"--'---'~·"':'-i.;.;" ,, /0 -0-.r::t . ~. Y_;_ / o 1'i,;il+H~---·-. 2 __ }:)__· EXISTING SSMH RIM: 436.5 IE: 421.54 (12",E&W) IE: 422.14 (12",S) @1----s ~~~~:N _w_s __ ~. w ===·-w ;~Mi1N w ~~~~:=""-i~wil.~tl1.-}~=w~E-X_:IS:::T.=12::-"ww,.,.:s=-··=:7=J;.. =-=w=~~~~~~~-_~·r··"'-.._,:::t~>:~~~~ ===~wc===::::c::::==-iwt=:· ====w~-===·::::· ·==·:J-~[:t:=':';z'/~·==··=· ~wE:=====:===::::w~"~&==::.;w~=··=·==-=::,wc.~WA~fE~R~ll/!1:~~,4====~=E=X=IS=T.==12'ii.~.~~--~---if!'~p; c·_:_ ,-_· ....::'::::..w;a.;· ;:,,===-.,.,....,=-- ·= --•----SEWER MAIN .. ------s ---: ______ -_____ s --~r-----s-s---~--7{£ 4_t_h --Stree~t== S-=jS~E:\i'WE.;;=;R~MTAIITT.~=-·==I~l---lH's:+cll--s ====-_S-;==-- TOPOGRAPHY AND BOUNDARY SURVEY BY: DRY CO DRY CO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 -24"Fir > 24"Fir" 20"Fir l -~~---·-·· --NE 4th STREET ~---L. -· ___ -~---_ --~~~__Jtf-· ---·- -----....C...,,-- 10 I zgl"Fir · 24"Fir -----+--- I I -\ \ 45' 42' 2:··1·~--~-~~-~i~~~·~·~1~~~~~1~f-~. ,~. ~-~' •~f~~J~~~~--~~~--~--~---~-.. -~.~~~~ .. -== =:c-:-~. ~~:::-~::;-~1~~. C:;EllAA:;;:_~-~-~-=. =-=--=. =_-,;~' ,,. 0 N ~ 1 B"Fir 2~ir · 30 I rrrrr,.,.'1 E ,x,s1 J t HOUSE I EXlST HOUSE J ~ 5 I I '--""i'--c----c--i--o-----<>---.>-+-o-~_,_-+-,..0---0-.--~~:-:.=-air 0 9 7 6 8 \ . 27~ LOCUST I', 18~ MAPLE TO BE \ ~~QVE . I: TO BE ' \ ;:: REMOVED ' ·-;.,._ ___ ~ ---,f--~ tt·rf¢{.;t'/'i,tll TRACT 8 UST -----" / / . PRIVATE ,BOAD ~. 'i'~~o,,o,.',.: +!--t:=::'I...._ -----· '-~----><2'-·. --------~ ~ -48"Pop ~ ',..--------+-----f---+-~----+-----+-----__JI-------+---~ / I r· r I 32 . I }3 .· 2tfCed3'4 I I / = l-"'---J _ ----;; ... , 37 ii!: ---___ J.!::::2;:~ , ~ · 30"Alder 40"Alder ~ . 24"Alder 3 36 36"Mople ---- ... l I •-20 35 48"Mople i\ 6 t 28"Mople 32"Mople 11 12 15 14 ti .. ' --T." Rg~ i;-t li:d 16 . ® 7:fMople f \ 17 18 / / 19 21 ---_l_·...__._ ----a,..J---- ---- •• LEGEND EXISTING TREES TREES TD BE REMOVED CLEARING LIMITS PROPOSED CONTOUR EXISTING CONTOUR I X - ------ 24" LOCUST j 20 23 I < I I~ I I ~I,-I I o1r5 I I 'z ~ I Io< I I -, w I I I I I I L _I_ _J S88'22'11 "E 248.39' 24 27 -20• L 12 LOCUST T B.R 26 25 30.01' GRAPHIC SCALE 40 I ( IN FEET ) 1 inch = '4-0 ft. DEVELOPMENT PLANNING CITY OF RENTON MAR O 5 2004 RECEIVED RElllSIONS: f (.j ~ ~ 0' ,11 IS ~ ~ ~ DATE: 2/12/04 SCAJ.E: 1· • 40• DESIGN BY: JJJ OR\IN. BY: JJJ APP. SY: JOB No. SHEET 1 OF 1