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HomeMy WebLinkAboutLUA02-078 _1 r .011 a F'"1. - ?a >v - w \ \ 1 ; iytt i : l-'�E '9, I w"! i l J 1 PACIFIC AVE. jl 1, Er >tlia U .11 .—.— L.—.J '� ,s --- .� .. .� ��-*z ;u v PoWELL AVE. S.W. j ! I 1 ! 1 4 1 r=r-:ca sn,1 t., ... g .tn� ;III 1 n jlal{Ic I 41I I ICI. I t=-- .wI �' g is• c: �\:!� A f3 L I P G T 50...N.N_ I NOD U.S T R I A L ! I m ii .f t•-F�-r i -t--I-�i _ a'�a ac -_ y, .......... j Z i1 • IY teld a SC 1 or nt I k.. wr P. I N 7 c to 11 c THOMAS t1 \`'AV i I to.Y: w�'�9� "i'i�i-i i 1-1 II �.,F - mil Q "Y °". fii. PARK tl 4i IINO. • l tiWlI&, A},1 Q E 4 I{ i� i Ykt� 'l_�t:4 -1 }y■a ��: i 1 1I 4.�P�k l-♦•�titr i nl ulrp ln�d�„ i l:L a�i�s�l1 it i �.ir,4it = � .n c TNOMAS AVEw, SW. S 6 i'lnl.l ale+I:1al+"1'1rritelalakl`w s.w.*ri me . Wer 1 J T. t I l art I .atc>, a: s. �! '' I�I 1I M b i 4i]4]i a' gARLINGTON INDUSTRIAL PARK N0. 1 ! I L.I..1 L..:.. .1 LI.L.I La L'�.1J-1.iJ_ ,I: %0 • ,111� • :-�A -7-or. •L17 :C 3 L Y •-J..C,`-.-.-._._._._._._._._._ _._._. �•._ RAYMONO . Ild :c .-AVE:-....SW-�. ...._.,,.......,,.. >r+wr yam.. - -ar i•t< /4 T' I ��i1. 'a 1 Lt ITS Oi - 7'cA tt3i ai 'p Z D t.• i I m ----- ' saa lig v„r,.lort.tc ah.11 toa y 7C c = r / • _�� a i. au a,ea, aa.a of to I I�� 11/ a�i'�' aid© - t' _�k ' ZSENECA�AVE. S.W. W a a`I�,v x O n i-i i . IV li 1 SENECA AVE. i S.W. • - r ! e-i0 I • ' 0 . um� Z I 0 0 y,� a! ' � �„1,i - 1 1 - 4 jy1 T 1M ,4.T' f 3 7 i v ` ..• u _q` _.,_-i. i��„r I' • - Tr.-77 t `r iWy,,,.r rL u .r'.� .man cv't Lot m ' �r . ? lo2 %: 1 Kam• _... v - - _ ... 1 w . el C •t a ' ,..p.. el . ,:....:a,.. , - /� :. LIND^ '"'IWTAVE L< or S.W. » ` rn l� Ella um ,°'I,�lf. ` tit, lO p1you\� l •, ' •�O Ff � �..1 l I tti 1 (ram�i -_ la'cis b. o g ii, t ':!': �� I D D �! sn91a•kllQig F .l6e. e�tias T111 Ie. \cis1 -3 .3:- i ei -7 cac aU ram M. \, I II _——— ElI I _. .—.—. MAPLEAVE. c .� 1 gt - I } (it': ili c, Iti,I. . ; Iiir.cut'"..-1 Id .4;1 M'lei tfre .t. . . Grin ca.c •Jerf try A 1 j 110010F.' "'1 \ sIy ea,�s .�s 1a : e . I 3 I f s_�r v i aau vs 's I J��iy 8 c r,.--,q IMAM'MI 1:LA_L j is �,,�y,�, Vt.. s L.- aai vc If .t. oMt i �_� >���ts i I irk %X ,..E 6 a ta,c =n tas ts1 1 11 N. - E1ls r atititiedd' I : .I :................. 3 :::::''''";:._.. �..; .....:.,.: HARDIE AVE.° S.W. . AVE? eetuevl. S /'r"'.»:..::.:::::,-,•. :. �"`�.,.�.. ��:>};:uL�. ..u. ...�e�i ':'Y�i�1 .` `Te T ,.-- • . --. RENTO E./224,21-4 1 , W WV:19-23-5 RENTON . NOTE KrtinAdon 1.0MIONNI tom 0....conle :r1.1106unefa Th,an polimod la......2.1ma Mi7 8 . ..- ii 4, mn,SUP,WIWI lt :,...0. .r,1/11 Lot I SIG C MORE-111. TF"14 " Al vi a / 2 i, iai YID II •.#, 39.85 Ages DUCK 1‘. . 4 ;jr I >. 4 .. , 1 "°' A- VI: 13.1d d , il ca i , ___ •___ et 1 3 la .• a vt •; o cc • WI 2 STANLEY /ONE INtOOVTS NE • v: NZ 2 . -e 6 • EARL GTON 1 el i4-INAtai R l'''.....:•••• ." % . °S ]', t - : ' < ••,. ' 1 • , 'ui - mg ...... E. .I, • ., 1,... .r._______,..._,...•f 4 _,a"' 4 su.., .. '-' 1 • Zi . w '''' INDUSTRIAL 1. - 1 . . • 4; o i , e. "k C) : .. i Th. F •" 1 _ .‘ x z - ‘ - : - "11....‘ 214-- -- < : : 'Iraskr,„{- ' -....."W/.,..../.11 .....- ----•..1 ..... n_ u) z PARK NO. I - NV EST INENT CO. (6'; ....,vv.* .. , .IOC' (" ...,•-•'" l< ,J •14.. -I I ° i , 1 $ , r2) iodggitt:, 1* --sr c•.1 I-- .,... . k c.0 ,.•: I Lin - • ----orI. .I 4121 .4/AY - .e, 5.,,,,sot ..:...:::. , ...‘..-:;,,........,„-( ; , cA „ ,____....... , -0. ------- - .n 4-. so' - 00-- vv-- milt-.,15:iii,,.., •-kV, 1' :;':. GRADY to• - t .•.- I I:: iii ellis 0 c 3 011.1. 1. It '1111111!I gi ; . . i•r j - 1 or t 1 011 ' ,.. reittg ti- .4-1 /05,1374, -, Pt- • ...1r,leiklaiimmtioi ii:N.:: __-- : Ili II IWO01014:1"1.111.1! gli ' WI :,'.,- la.) ,.-.4• • , gNINIWII" l>1 Iv•elit.1:006' si ,, Al i ume 011t ! c 4 10 !lb i .. . . 10...)5 2.04 111111 4.11' 5iiirlgr" rl 1-11 , • J 30010.t1w--,.!I 2 i. .5.;;1.. " ,,45bio " CA 6' ... •• :: ,.. . . . .. ' 10-04 *11E i il i ! $15i :-.21 I; , / ; i.:: • .... ..,,f Pal 1 . 11111, ......,..... i Pi: 3 ' o0. 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'111.--". . .- .: / ..6.1......./. . „ AI ,-,-4--',-44t I ! - :(-,...=:;.` I M !i . • 1 I 4-A-1.:ITZ- --4 I Ft •SE ! - (2) 11 .--.:,t) ..' ,43 : -._ - . (I) 11 (4) . u 1151... ,,I ,,I I.36, ,___, I I--.__, ... . .• # , :. . X (i'g.)ZILS:TR./AV. B.,_I•f•L_Ans•__ I i .•Y. :J. ----- 4_ ) - 2-0-!lk.'-j"- -- --1 I. ---- ' ----- --.7- - "7-_=.1-=.= .. ------.. I -----------I 4,-77•NoNirer- Is._EC i B ct ___.. .._^"L±-844,--3. • I. ' • 4, ---1- 1-- Z __:"I‘Lt_i__.444.---1 I HO I •` • 1 II IN '-,: - -A4E--+3's••-,:, ,,,- x -1--St_-4,4--•."--A I z..-.--- ef (2 Ili 'L-' t 'II • 0 • •1i': • . .; :I..• m_r_si_,,,,_, • • ...... -- 1 ' _./V_311•__41-•fie I ' I SCALE: 1 • 200 • • L -5- 6- ...•••• i • _.•••_,--,--.- -: i '' ' 47 3154. -AM--: ii.t..NAL-3 i NEIGHBORHOOD DETAIL MAP N 1 •1: ----- 4$ NTH Sr 1 :=1::.7------7----Z7.7.--------- - Gov't lot 13 I i" ---= 200' * ., •• ';,, I, 2136 Acres i MICROFILMED , bb 1 4-t WIDE ;AND Of fR�c- N,. Nxt1- jZooFING- '—'1 4t t rhRZ, SIDINlr-APN.tO ,A.NO SIDINCv- µaFy'� .IN Vewr fSDtMrrl \ I • ���(� szA, `31 - ill 11111111111i Ili - - �r ■II;i tale.: E Ililll 1 iu _� :�:. .'.'iw! •'i • - iri 3ir�rl�wl 1�111f I~f II • ! "{ I'\ •MR _�� N , , r-. ,,11 M �IA�'1,I 111 r�1 I .1 0411111 ff ligHTz.• .x,s 25s+ 741. 2Cli -- ZSat 11'IFAMa. FR'1 N•�Oa{r�LLA•fWL41u.o ^^���! S1L C.L, ENCAMP A•414 .) 4ub1e 4V Slime fM1•e47 M14IL IN 1O"* G40 C.L. �,^ troITt. M. Foul wa•.o'No-uwolR cAN.(• C)viErl. SW 12th STREET �i_ORTH.....El-EVAT Qht'_ ;J 4LIOAr wi, w•'ow NMn �1i... y c VIf/cI=i cu ' .} •AA, Wrr.., FAr1c1. PIG* .3Ifor 6LOr•-• I.00F-IMtr/4IPI14 ztt rlufir.16. BeA i D ` , :-- IA� . — „ ..rgud6uti 1! INN see ere a Cr 1°11 ARM . I . , „ woo 11116 te. . it. .7- �.. .. �q �� - 1 i' - I/t�l� .-3_._.'-- '-a__ .•., I°l'6WC�.F.F 0.K.. -0. t•AN— --I l••. CDLS,ERt1S 9, �'. .rIttgi)- P n. • IIII f'sGa — "•' �'xl*rca0.wPs 14 le f .CoL•.4, ' "tieru2. I n-6j MOLD INC. Cu.n..AH.I4LAl .) &UH+ w,i siTD-a Fri-POT r*ML . /•ro,TIONA.L McL01We- UN0114.CAN•eli 1.1•A w// wia S ir.w Nf�Y RA,(� , SENECA AVE. SW WEST--ELEVATION-.--_.. C) JO 0 Project: r Hansen, Hansen and -+ I— Johnson ELEVATION COLORS_ """l•`"'PLLC WALKERS f� 1230 For NEW SERVICE 1 NEUTRAL RANGE OF COLORS, 0 eo, 1008qon CENTER & USUALLY GRAY,BEIGE OR SIMILAR. s„mn.,,wo:mn, 98390 GENERALLY NO BRIGHT COLORS (253)863-8126 SHOWROOM EXCEPT FOR MINOR ACCENTS. roo ( 3)e63-5854 MICR FILMED A'wIDE 1044P eF I4 R.r-. I.MT,.r S DINcr frrrLilro sN �1LS.•r' N+1"L .1 YBI 4lDIN�r • rz,..,F,,,t /rlpin/r I-N1t .H.0 ry'•1'ir•pET 19 3 22� -'.'4L �Et,inNC ?I€ .,�Ioi4 4.1 m�r�arrrir,nirs,�wi�I�nrnra� ��IIi1f�1IIIII ...:I r;,. : i, �L,..--wingammismnag ,,,,4 ,. ... A�t�ir.-,._,....r:�..„ wr�H11d• r�; ,® q _ 0 let 4'4'. '',V0 0, ! (W-:- ' 1 !g . ':..i::‘71rg 1 i 1,T,41,-, ,.-.-N b-.-4.1.1 , i *-4'.': -• 't ps Dl PS -7—A1).(4i, 0. :0_4.+�a SE floeo LpN zL' Vol i4 I: zb l I 2g Or-1oo-lTor.b5 • - if•i . • .. •. SOU I EL-E ATION........1 405 • • T - -FINI1H P IVyfz NIL-SIDINL' 221' - \ \ p of . f7 r�uruiir�rrr�M�„�d��;; - 11111111 �'� MN k' 1 I � ��� yIIIII_� :�•.• �1I f ♦!�' I milkill . • �►�t►i+'� i4'i, .,r re .44,.E re .y _ .�• ��• - - p • t ri�i ♦\•fir• , 191 DD[_P.F. S4LLAnDS B. n col-LAn-0 BoitAgos ' ' • 1 -rtoo(L pu N Fat.t,uroNs ,, Project: .;,EAST_-7 ECEVAT1ON Hansen, Hansen and +++� Johnson ELEVATION COLORS: ""°" PLLC WALKERS 1230 rryor Avenue NEW SERVICE NEUTRAL RANGE OF COLORS, PO Box 1006 CENTER & USUALLY GRAY,BEIGE OR SIMILAR. Sumner.Washington 98390 GENERALLY NO BRIGHT COLORS SHOWROOM • (253)563-5126 EXCEPT FOR MINOR ACCENTS. FAX:(253)663-5654 — - IIFF • ' Hansen, _ �� Hansen and _ / _ ►w,T•cRFva� tiu Johnson ....., serN.hNicsil.N...... stf ese..A.r,< Ira I •l I — �- Architects.PUG I• �'•>.� ' �irOfi�I _ I ` V 0 r• T,,F le e'NL M•.P.'.N seNbF 1230 iryor .Avenue _ •'vim ' Sumner.o.Washington _--/-3 ` a lib Yle :` F a AW.F L 1,•n.. pl. 98390 y /� 11. -. " `' 'T f (253)863-8126 — _ ' .__ 1 rt n '�t • .. „a m.+.wu.wMa+Y ' uNr rN PAX:(253)863-5854 -� . / re i yt/ qr.x .-„, ___ /LL"�alli Q Ommo.N.KNFaiIWeIYWO ass. ,Yr- W.N NNTO- Project Title —_ i:r? 1 • 1 � 9 C) ,ne....ssossm....en...F.. TL LAN. WOO 41,I.. <�t�• �.• o • 1 E,iclim ' t 0 *4wenr+e.. .ers.we N swa_ '_._\ J•• ` /O 3 f TIS(In(] l O iWJ.f'M.•Mw.M1M•aTK 4Y e+l'NT. t'/NNNFFe- 1 I' t ,�A I Building Bwldinq A¢� + _ I OO , [O F. t �.eaoe.nM✓.J..eelV.le.1••.F H N. .•NfeF +• T ��j( FF 186N I ,1 _ u.e»c..n.a N•TNi t,by te-x, 2 ,�,�,'/,� _ ` t o.tm...e....e..FN...e w...N_mvs....1 ee.nrtn i I 1T l YUl��" _ WALKER'S l.u.w114.41wew+v INN.Y'P 1 6# 1'f.•..,I <S ..• ( I P 1` � _41ra•__—� 'I — 'U1u"•� '''I 1 i ,' NEW SERVICE N4 Ant r 111N4 Dee.Y e•..tw L.•9. V81 MKS.NW.N. 'j 1 ,e 4 N4,e.ANO.Ne.T..•µ....N•M 1N.W....F NwW,. I 41 I rSl k • `1 — 1 �_' CENTER & R. .4.WW M L N eN.eeNM•MF NI WM.,P...wi NY .VI x O i �'"= '_''_�_ _ _J ••• AL neTLNINa.. i ':'oo 01 • ��_ �� _ _— • ;� SHOWROOM Y..W ..TW Maslen M i. MYIN+I•,Olpp.MNeN, I 'I��OpO .1. In N:Nesi f1-..eNs per we.. /.1.000 _ r WYOe MF �,' % _ %•le s. Sheetidle �,. ,I; r�.'r' O ! ', E•isIinq Landscaping Z.' Building - _—J ! e..� PR�PcED I ' a 4" Renton, WA ___�� I I I {• V` EIIILpIN4 I •U r;fit:3• L_---1 1111 ' — _ Project No.eW! S� I Dole AN mm • e .P`° Drown Mr ' ..elk—— 110 l,. / -- Fee NO et-1JJO.e • i — Scale t•-SY-0. f'••• ----- �11 __-- _ ,_ ' -. . v I I • 1 ..ice`.1 I — D nt Date ce iN_-- t•.. _tee• ��. . l�� I _ -°pp A 01'. I • �•'li Description •tif,,le (peso 1 Jl� ' o'o°O •• �r�' �.-'� ` t.`asin _j, _ 'Oo0 l', �•�__ — ' •'' Revisions • i ai .A..., _ L� / o _ \::7\ 1 \1{ J\I LL PsNu 5N — �� L __'` _ 1 x t" ° Sss LM1w,�AnN4 —_— _ I_ �.— .I tY/ Yen FKAw.OnO..b _' _ III_ •.+. i w...t1 N..vwe _ • M M •`.I.' _ `' .V.eY NhV+1e _ ������ 111.de (. I riellm'i II ~� _ —' ---_.� IL:� HM)M.FN i bar3'�..N .,oe{:y=>_:. _: ]:_�]=ice= — L yQg THESE DRAWINGS ARE PRODUCED EXCLUSNELY FOR DESIGN/ J+MRFTONSTRUCTION, INC. ONLY AND FOR OBTNNING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. • i• — s C00E REOWREMENTS 1/ �....,,i''_'"' •I - nos Ruisc u so[sxwi�vss n-- n____- ••• ma Hansen, I i — t, �. Hansen and I ` �, iC WO..,1 N...5 Se[R RfONVIA. .. I — �.. I:::::.�,....::I p Johnson Architect.,PLLC i •` \•o•`' s:,.nt! .•r• s: -./ -- '' JOT CIriTRACF-PARKINGn Atl4SCAPING: cp. La va. .sun v meet o['� "-J A"� PNiKW�C RE01718FMFut�; cps yi.•Pl.y 1230 F7ar Avenue s SW/1�a' r e x1 ?A� l ,� ac fao�..no... � ` = II P.O.Box tone P.M 1zr vurlremrt[R /i '' dvu¢s its yom s an¢ urn a wwsc a.[, Sumner,Washington naAvx-.mv.:[vr[s t 19.1s 1D10.1.a[1[ 99390 � ' ws�•. 1.1 r,.� -- Ir'F aafl[Y.iSuv•r[a Ns 51e16 wacvscx .1s[asv (253)efi3-e126 I Q WOO 6* 0n 4 .. / s . `�s`: a.NG m m 5r•_s.0 rA `.••••••c• iA%:(253)963-5954 tI r.9 ...55.9 a.) •• _3 �• _ I • I ` ^•-'• g a {� — I� T11IJ' > '—' OPTED A,IE WALKER'S I' .1,„...., °t° b� , I g va W C3 R 1_L-mar_: I 9 _—-- • ,,, ;I NEW SERVICE I' [� ; Il1j_ iu — T. '1 CENTER & g"°`�` I ' 1 ).. x[ • >k!i'- —' f —IL— t I �. -- unb SHOWROOM • aIf < .. 1 — 'r s�.-i— - - -' -.'51 'e-'r` II 1� I .W. 1•t 1, sheet Title s5 W �S-- II �• I cz j II E<._c.,g , Site Plan i z f 6�' l Buil.liny g; 6'I W 1 til I 1 1 i swt Assn • J I Y�'� - PROPOSED NI aNa ax I I u, 1 `1 I BUILDING r ', Renton, WA I l I ..sn'i .•��� n �' 44 �6i o Dolr Project N Sint m. CI Ionsawr Drown Al '4 1 r' Checked M AMYL PARREIC: i I r _ I J /�_ 11: SctN. '-2�n[ Irk r — ;�.: _ , I L ! 1 .-. ' ,�,- ..�•• 'fix' � .'iCalliall ( ��• •1 ,•�'- .�^' r' I' Print DotDescription a-[,-m 1 „k. „A,. 8 sr rr f.i�v. rISMIlans mo'[ ,rw+rt Wes' I .,. �II Revisions �_- - ' i j 1 •I. ' gI mow , '1 . I § I ' 1 1 ✓a OUTDOOfl�AIFE • :� OUTDOOR 9AlEE $ 1 IIr AREA 1 AREAI 1 ®O p0 'plc' ,,,�,,.,„x,. I, Sw 1s0[ .01 06,4" S aLAILT-LIWJ !♦ —1y I — Y1 • 1 1 • Seek 9 NG-,o,w„Pi _ - i —Awnt .. �qdA _ - - __-__.. !2l3. 1... I —————.... — V V k ol- k OUTDOOR Auld I __- - I . • f WA - ___ _ a,m4+`7Y! ate,_„ .-la....n.�u.�--+A--"'•-` FOR SITE PLAN REVIEW sheet No A1.101 SITE PLAN - J _ ,•:�ta�.+L---'�+--'�a•'--,--u-- SEPA _. ,. _ [.� I-405 NOT FOR CONSTRUCTION A1.1 [wc f•�{ Rlll LSLSM-Tiv-tONAICIIOFT, INC ONLY MID FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTNERs. NOTF; THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR D[$K'J+/ - • • • ! -I Iii1434 WALKER'S SERVICE CENTER 4 SHOW ROOM A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N, RANGE 5E, WM. J CITY OF RENTON, KING COUNTY, WASHINGTON s w I •...--- L 3 i -- i A .,fir E fir ill k I 1 I 1 r-:. :11 lc,I I , 11111 ` ' li }"f - =--- r`- FOR SITE PLAN REVIEW a ar NOT FOR casracnaDO c gr Iis I ! ..„, I IO � - r . ,,„,, , , s r _, , i ,./1 . �1_ M —/ CALL DEFORM YOU DIG I0 �111 /, ' __ 1-800.474-p95S dAlilirr --veroW.,— ,.._...r , 1 1'I'1�1 -a ,:.� All � �' SEGA En i g neers air i 4�� Structural 4 pW prp.ullln�6n[Ineer• 6 a i ...•...�.111Mmompgi...., �` _;1 RECOMMENDED FOR APPROVAL f rinaMMIMIBMIIIII BY DATE J o �4- •. n' .�.— ....• BY DATE f.-P���-�)/ Dr DATE I GRADING 4 DRAINGAGE PLAN r,4 ��T. .._J� D* DATE •a 1 EEE AOEp nal.p. e,CR w.Pza,ra Cao uo n s ,•••••, S`"" °"" NO1 so. � "F ° len " WALKER'S SERVICE CENTER WET • )GE.MU:.EU ° MEET NrcwJfpI A,RMLI PANG uoE.GEE 1 Y • C3.0 L • , �ii°1 WALKER'S SERVICE CENTER 4 SHOWROOM A PORTION OF THE SE 1/4 OF THE NUJ 1/4 OF SECTION 19, TOWNSHIP 23N, RANGE 5E, W.M. cc CITY OF RENTON, KING COUNTY, WASHINGTON z Z /:«IV et -W Q i ` ' • ! wN —' " ` v' r J , �y T r • jol KETuEME I 00:011110.11\MOMS MOM,00101•01.01.04100 OS. 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DIM.rn10 11.16100 O0 M AWW.i W4P.1 H PLOD n M Oa a E06.101 IN. 1 .1 4 IA 05 MI I(lR.WI K M i AVOW.KRROZA 41*00 111a4�514 WAS VAL if RMKMI.WO 0k9 w E NQO.W a0 a OM01 CRY.OM IA nn.0f FOR 0�00■W015®16 0 R.OMOK. 5300110 1U1 PM1 W. Po 0:01 a O I0 PMO.1100.111.10111 LEI CIO ONM 0M POI MOTM MNI0M1 a M MAMA • MG AO..00 SOMA 61m110 M MN M N110 A0 6 WI..g1 A.f0 O0 P.M 40 6 R0l[10 OMQ,M P1 PR USED 910[SCEC1f tl N i rvlm a W n6 0I6R O m1100 AEA AV[YOMMi MUM ME WOK _„Z 1 OKOID.5 M SOU.111.001 10001 M11 M100EM PRO S 00 SIWI E 1 OMA NM.0 00.V/EM0 000 0M0 001M W1IN1 A M K a R4 0 , 11. S001Cf E 1I RE 01p0 WE 5®M CA U A LID401 C100M M 10016 a MO IMO. ti 110 MI 0111'AA 513166 AV M :MN0.04.K am011011m 0 Of N�'W00A RECOMMENDED FOR APPROVAL it FFp 0010V5(000.001 COMA 1 01 AVE VIa.N AO.OmM 0®5 I MO B1 DATE •iC(A MLA Or 1 MM0 6 AMA AN it 50 AMA � J v 1 1A AWW1M 1n11111. N50'11a 1-90-M1 M4R Vw B1 6409 SEGA Engineers ""51 9wl E IaAb IA a NR a 10OlM 1�M 10M 10 OfC060P05FR BY DATE / *er60000 6 MUCMM.N150MI 000l0IIl �° ' WALKER'S SERVICE CENTER MEET BY DATE //�' --/E BY DATE INN Ulna MOOCH 0.EIIt Ilia.Y..1.1a OMM.. 0o.0olo l / .0 • EN N0 •9O W-Loll V 1 Y f J NOTE N,al y....wel,.....n ON0....CRM —. —.—.—. and O Eiel.01a F..Me a.IromOffin ro,wa,us RENT H -•- az . �/ w�I9-23-s RENTON TW aN/Ytl.q...my s expressed a nipYaO_ SW.—'-7TH —•—ST———'—'j2z —— — —'s..W.———`7TH —ST.——'—'—'—'—— —•—.A—._ r 3 . 'I' la0 g ms 3 9 !s F I !Oruo sure.rz BIG [.si0flF5�X'. y J in 1 41 J "` Gov't Lot I la 1 Q Z AVID N- • 39.85 Acros a 14 lu + VID II f°4 tn. i<.xT � •. . II Q os d Y u A>,,,. e WI i l COa Q Cr a W STANLEY •TOME r� yS,° x v "z Z y J •1 E 41 ARL h GTON ARLINGT—.. ('` PARK ASSO t` ; ( C. 5 tST I ]-- hI 2 I`.i l c ..� .5 JQR izxxk 1W$ c 1 t '� ;° INDUSTRIAL .. z� _'' ____,4, T�x, �R �i Y Z ` ,nI AT Ar_F qi z I y.,c-Sl.#1 µp1yyi _ 0`. . — . I PARK N0. I � — 3 RR.fA. .0.::,-_, I ji Z Q I 5 INVESTMENT CO. (/)' p0Cil �� Q + •W J a Zb I $ MOM.3_ ssA. ,... I in -- At AY r I1�`a n �� ,10 ,,,, - s40. „,..( . 010100 1 s:w. GRADY r ���� n a.5�a� �s ii. ' IOTH sri.' ik S i.i ' � r.YY '1 Ili •• „ 7 1 H{ Or L 0 0 ip -; > �: j Y e so.„; 1ikvilia.01" sY ,E I% �g� e : Y �p g.. a a 1 y s a- 3„ s� (��a ,Ili sa s• St 1`��ixC��v .. POI 1 I :j0RIIa ,M c H- PP�"Ic� a -e 3 �•w ^• Ph i �ial ;' a y 1 • R i�� rt'j 1 I z gtH d G rt n'°'°1 'C1x� I�"161a�nL��'4-.1;142-2 j40,-.71t : I M ., +e $ I g_ I � r�� 1 \ -I 19 ���� ;�;1,/I� S 0 u :il ia;•, y :. MO II -,56 .. . u• .. win.A7!'ai � �. n t r c fir ...... _ _ •• s-� 51 > r ��W r�.,�-i-• , Dili�+ '„... � � 2 a. L >rra` �Y.-- :. ��Q WPM.3 '3 •I vi�pIE^aWL]i a: • 25. '1 '' ©'.y -- bMINPrial © 31 x�tti► M i i t�I C i�i it i�i�i 8til a a� �11104 wl= a .. -- I ' , -.....44 16• _ t"- J- t Qiii i .� 14;. .( - I_1_i. •e�aihaois�slTi ! 1 = i!>Te$i dsQ -Jr siv a -"l--t- --1i N I' -rt 1 4) ' • e_e_l- e •_--.3 ,• ..: 1. Ell 'i:! -- _. r--;V ----grI_ a : (2) I I _ _ riten`-. I ~ A-ra- 3 7 • (q I 4) x M--.V T =a � L -rn--1 i/VDUSlhi . L- yv__, Isr., I. P.'• \� �13t O s 1 rr Ctl iI (3) !: 3 x ar___,F- - __X'_ 'a Eta__] O' ,t II :I 4 ' _•1 I ^"y t I `T Z •- 0 100' 200' 400' :L., IA IN.M1i I 1 I - i. ,w :s� _i I• SCALE: 1' = 200' : ::t _at%+a yE�L-3 ! t I I ... —N x_ _ 1 _ .Q H 1 NEIGHBORHOOD DETAIL MAP S. ISTN ST_ $ 1" = 200' ® • f--b =--______ `_=_- Gov't Lot 13 I 27.36 Acres I VI'CROP!! i1 8 roRNn fe'' _ - CODE REQUIREMENTS: JFCEND: AW ,uw RzweD am.PA..'ENE x IS.INOWK SERCx&ONG LCD MENIE ' � R MC T a .wDS. o o KNEE Hansen, R LOT ,•• . — RI `�° aN N RNRR ,DINE, w FENCE nsen and RN ErNrsn NNUR NR.w.x=�TRNRRN{. Ha .0.1612 moo. Y L' 100E „' `;p pP fO x w _ MT COVERAGE-PARKING/IANDSCAPING k0Mewt°,PLLC atsT®r t T lx' •� PARKING REQUIREMENTS: roru, „U,SURF.:°„.g ,a te 121h 8� r-e,I� �-., -'�1, r ,.i aRE SPACE PER wo s NRo s °1or°R"`N�00rRc"t • "` 'Ie'z ita on 6: v o Box 1008 Avenue PERNA DRT wATERPRDnema /, 2 5— I SFRNLE-II,OD s :. KFe PACES W[RTaus La- Y summer,Washington 1s '�' ONE OPin I See s STC29 S co..6 NZ 98390 TOLE �. ' t rm,N - "� ',,r I CZ ro c s 5RM6 y (253)863-8126 - E R,om.of--,TIER \ 1J• .(. ����ff Q°�� +z" 20,700 o°�-i�M r r00 .ss0 cwllo ro a wG x.sx FAX:(253)863-5854 V - a a TO a 5Pwts any _ �' P 7, I �REaD. ra',V,nDa r2o'f • �`"'' CI __—__ RaeDEn:IS SPACES cot 2.4551_,T I � I II �/ - Project Title f rat.Y.CFSSI&E STALES) �__� �� E•st ng ' Existing al w Bu Idrng �p Building �//�/ l/ • \ I I ub w I 51 Fr s 6a`t r., V, f Y//'1,,, ___—— lit• j N I a10 ` ar, '""°" Aa%iP= x �w _J ,X' I_ ✓��"�' ' VACATED WALKER'S n ^° I� NEW SERVICE 3 r, CENTER & RERurNrr I : i I I, .66._ — I — —'—' _ .�__ - �.� — — -'° sC.T SHOWROOM IM --' .= I W 'tl_� V _ - ..,M. 's W '' �� Sheet Title 6W a/�t7n" -`� :/ I < B Jia Site Plan - _ J I j _--- I '' DIRT N1ET J J R `nad I i q o I PROPOSED so I < ///� 1 g 1 BUILDING i 19-9 oo ,. �i-"i'll//7 Renton, WA .l 6 i' Id I I oM�e I Project No.ems / 1' y�^5 ' Date Mg MO N"1 pQ° Drawn lEr ACTUAL PARKING I r I,' 4tT . —-- %owes w I — Checked I' V,.174 File No. -13Jaq ;�. i raw , != - — wale m.-0 n ° r 'b- _ till"I • 1, I Print Dale °e-,I� i t,nrnrn PRnp r.,.., Imp , ,,„._ Description 3:3r v TI _ `, .. 70 {MEI" ` L°wax R.Aw/aTPA ��' wPD-J ), e x _ a+ °" o. --- i \l±I- Revisions Ca) / r ,� OUTDOOR SALES _1' V" ''MOO''" ''''' 1 •1 ®�� /��7 1 AREA Y 'MOO' ? �e _p VLVENi / ' —.f .wc �` ` I�� L� y �-n-.�YU rrni.%. . ¢TFxid PoXD I.8 01t ST. �r_ I _1 111 f 11 r TEyT4�TA GR WSIiFV NIT F,nD III � ' 25 f ,J ���.;�; ;� % ■ • 1 '�CpK. '/ i F' —NAell— O�oGk '— ,' �- { CI? .? L., r , r OQ7DOOR BALED __ - NIEA nM I A� • s --------------- ------ EPA A1.101 SITE PLAN J r" -' 1-405 NOT FOR CONSTRUCTION A1.1 —,'-20, EMI NOTE:THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR D INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. • 4} 4Et WIDE BANp of' -�(t - N . METZ rZeoFING op VE T: lr+fr Mol+Eo AS-++o slolN1. ..._."� 18 ON VErc-T. SIDrN(1"' I ----- 22 L3I (v 124 lilir ,.p — 1 "i n yE ■ ■ - ■ ■21 1I 2 _ !r="mll�((I�f�l��Ililttr-_. - - _________ _ -- _ _ _ Er: IIIIIiI ( iiIffui sI � rima II �. 'l{ .. II Lri II 1'\ `-�� i- '! ail :.wf 4'� hrr:'e �.�I,II,I 11 .. �r,'i ��' n d SSE+ 24E I. 2Sei -- a E t I - — "'—f j -0'I♦oMz. MoLOin rec A PNscDIzaA STEEL 4L. ENCASBO ..WrN.) GuWl w/S1ctt-E.Fner.Nrr tt,,,LA-Poc IN IB��� CoNG CmL. }NORTH .dLIpN w/ .,D 1+-D�r sis..-1, fAN.(t) LoVEI4 SW T2th STREET _ ELEVATION' -. pruIvlT/llucw , FLStie. e 1e.4eG1 S*or OLD C., Itoe 0r/01PIN(0^ 21-f /-�,y P1u,RL.J:. BEHI ,O � / 2 L4 , 1034 1. z�1111111111 +rrr.u..... 19' 61-0Ls.F.F. mil illr pf WAS. sill, CALS.ivctaE0 Ds. • (.St�-DR.1jVrr 0,w-4(►.s-la .` exlsT_vRhPs IKI IB'` GoL, CoV IZ4 ' e Iior+-12. Fn-N Mot.-D 1 w e..-fc1.1%.I.0014.AWa0) Au t.M I.w/ s ro D.& FONT -1- /.DD,Tion.L. M,LDINlr' VN DsrL. CPNOeUi A.LAG N w/ wino.- oe,,p r-.s't.- 1 • SENECA AVE. SW WEST—ELEVATION ION ....._'. FF Project: Hansen, Hansen and +++ Johnson „chlt.Ot.PUG WALKERS ELEVATION COLORS: .30 ryo.Ave. NEW SERVICE NEUTRAL RANGE OF COLORS, a o.eo. 1008 1/ G wan 4- CENTER & /\��� USUALLY GRAY,BEIGE OR SIMILAR. eeaso (O D GENERALLY NO BRIGHT COLORS SHOWROOM EXCEPT FOR MINOR ACCENTS. 9839 as3-size mICROFILMED 13 ID Hanson, -- Hansen and I „— ' — -- RAHTsaHGouLG Johnson +,\ ..... e.t,•e.t. a Arse i.N<rwN NNY eir .06 [...A.M.A. I \ . — / _ i+, s uu Architects,PLLG \'• �_ \ Ne,f..uc..,.. ipA; F;Avenue ! Strom r` / /�\ /\]/ uwrnN M+r• P.O.Sumner, Washington 5� 'r i ( 4WY..wF Y•=wifi Ivt.wNnF L 98 r.washington ` rsrtNrrw.Rr-Y I�w" 6!e 98390 �,. y '/ _ _ � l,' - .__� �,. ' r I.?`°\ i u (253)863-8126 1 r * c 1...'+.rwniM*.w 5 ✓Ili Mg FAX (253)863-5856 all-- / _ may. 'j• , �j /f%- -- lUu"' 0 er.o.... Cklr•l0.1PP»nc nz t dwu .N NN14. Project Title / '.1 .I r.. �� 1 r1 -y Ql /i i1'• 4MY I i; /1 // �' Mw.dN.v.o�v+�R.�wWne t4 ie..� f'NgNfrF- e`` B Av�..'NFM1.•+RI.b•..hn[ 4Y iML N " F° — I • • ,•• ,` F� Braiding i E'isln Tsui. POT. : ..rNn.- + � e�� �� . B u I I d I g BM A...wH,m..waseh.wnww.c T VP N.+.rc.a + / o� 51, ,1 1_tii �p —5'Iw t cwn.oT+..F......s r...,,,�.w..,o..vewrt+. ••• Iw 1� "'� --'1 WALKER'S L AL.NM MN...M,....T...A.nK L.IMT 1 5-Wf T.reec 1 a i M ' ....- ? 1.AUNoy M*.111N41'ea•L%ry..I1L L'NNIIIHN dw..NN*..N. I�. -- �-- 1" NEW SERVICE tiA<,.n .....p.v.x..WITH nu..wwP.x�N4. 1 SI obi P \ -- — � '- - CENTER & e.A.I.✓,NpwnINA I+"f•a....Pp Pp-POP vw..w..N.a<. — .n — PPP..,,..n.N,....P ZZ�1 o`g o� ��_��-� SHOWROOM 4.AN...IMTIN WPM."N.T.es iNM..ato,Moo.r-orrlrl, > 1 :0: O _ s N Al.War!W,TN.NV AseA+. >� OOO1 i J.� ' IT IN+A.4s.s. !!r�I 7 'n . I • 1 �..I'� F-- .I Vf., '\ Sheet E jam' `,I r_ "..r e'' a e Landscaping • 11 '- > )1. .' $;z. LI I I �.�,1.r eulwwW p L P t- .=-'2'7 Renton, WA �.; r -� i' — - Project No mu :.� �� I _ ' - Dal 23 foot 'S,,O T.t __, < Drawn wrr 4 ' -- Checked FFF File e No. -t33on Scale •m'-0' I 0 cr. • RlT✓ I`I J—' w•ro '•�'' , t �,...... __,\ - i Pint Dote oe-to-La i_ /— �i 1:1:471. /ice`�I. •1�. .,e,.�";_ tams'J._ -_I II'4i849 \0001� _ l�A�� ' _ c' ' Revisions Description . V_.\_--\:-:\__\--_- --f\--\--"\---V __-- f•••••..• , o ,o MPe9r '' _-'' 'II." Nf....i.. w•SWPt,G _ MN. A.. �J (.A•.)Aew..iet Ow➢nt,w,. ' Z ww _ -__' Sheet No NQIEs THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR DEtSIGN/B INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. 4 wIDE ahuo of t+oR:. MTL, s 01N4r /I'Pm o) nN _„rn�y 7�•0n WI it-, ,...... VEtVt 4101N6 i (L "F,nt,-/SIoin(i- I"ttn 4wu p►rirpaT W4tL. SSgoNC tZ 1 ZI� 14= 191 . i. I _— ,1..2. omit■ musr.n■ri�ra eNuiuuIrau.. ORIMilM11011 uwuit.. —4 0 Ins z,, r___-010:i—n__ musillet, i.......1 _ .4 • . . ".. ia • new 11I� ;t=� S r...�ia�ri11: ► io, �q ' I _ w.. �eee>�'0 1:t . affIEWAIMUMMIDIMMIMIlnal i L. . --- ! =�....._ram. j . .., iii S .. DS DS DS \IL40040 OS :.CU n CePE.T Id sr,sr RO boLLARYs S6S F�eOa}pLCN/ - • t ro 1 z6° l 28. 241 SOUTH-ELEVATION 1 405 rite-Ftn+IiNEO II/y/z MIL.StQINC- ZZ',t. 34 \ 196 \ II°' l a- \ b I0 ....„,.. ___ 11.41; --- it.f.e. .. • . .----------r, " t , ' 'r e 1 ; ' .10 f iNH _ . i • • pt > A x • t. "{ ` •„ { 1., I iRb I I 8 t ( , � , r` �. N Eil1 ` .! i • ""_ • _ e'el-ov p.p. s , S6LLPnDS B rt-DA _ .... IO' cwsr c ehDS. 136u.4rt-4) t Oti:l2os Set F-ooIL PuN ForLtPwr°r+s ' Project: EAsT- E[ ATIOW Hansen, Hansen and +++ Johnson ELEVATION COLORS: Architects P"° WALKERS 44 230 Fryor Avenue NEW SERVICE NEUTRAL RANGE OF COLORS, °0.Bo. 1008 ///���, USUALLY GRAY, BEIGE OR SIMILAR. sumn°r,Washington CENTER & � / '� GENERALLY NO BRIGHT COLORS 98390 SHOWROOM "' •••, A 253)(253)8126 63 II 4//j `�/i� EXCEPT FOR MINOR ACCENTS. 1A%' 863-58 T/�l ! MICROFILmEL I- 7 k q. WALKER'S SERVICE CENTER 4 SHOW ROOM 18 Ws A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N, RANGE 5E, W.M. z CITY OF RENTON, KING COUNTY, WASHINGTON r —w 0 2 / ..... _------T-----_- "Irl.\ \--- w 5 ct 0 ....... / igz•Ix___________-----",1_---.____-_______- _____(--c-- / ____ -j---, - . ' : Lu (f) ..k1 1,S„' ,--i- ---' •ssai________ ..."------- A -4*0,4 = ' , - -,-- . , r.i) ___. __02___th __—;-,-*---1, . , 0 r w < Y Z • . 1 I ': c... . 4 r: j i ' • ' r ' ..rdi , , NO : : 1- ,- , 1 It v ,.„. --:--1 -----'' FOR SITE FLAN REVIEW ONLY T FOR CONSTRUCTION r...Z 114/4 or4 'Z'r• i Ar tie t - _ ) ..,,..... . I , tecO, 4 _ 1 -- , J • 1 ;-111 1 ! tiff 111 IOW. I CALL BEFORE YOU DIG I-800-424-5555 AL. ,,_..........01/1 4,,____, ,,,,,,e- 1 I I _ ,ii- .Wilk .'8"..-Vria 941). ".".:.-s'---- 1- W I -. L : ..,........ .1 SEGA Engineers / ______-- "ir i • g ' _ - - I if ..Ipubiediamerle SZI7 11! ' \misliNlifillaa Ilt 'i :FF.1.: RECOMMENDED FOR APPROVAL I f' ' BY DATE DA1E k0f741'1 DA1E i , jr•ad III en7 BY DATE DAIE I GRADING 4 DRAINGAGE PLAN ICTE5 L SEE ALSCEILECNISAL ESSAALEES GM LOSIMELEIL CCIIIISOL MO ITEMS ..Ess•s sok. I SCALE 1'.,31)FEET 4LIT.01LN KEVAP 1 MET# ,77,Tnio 6° 13 SEE.E ISELd11.03:FOR ASPILLSEL PAVING WALKER'S SERVICECENTER - ! 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BY DATE Una sr Am.sum Se•Black .W..6mp®9eCI0 • g ,..,64e-1017•In 5N-10 CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: February 19, 2004 To: City Clerk's Office From: Patrick Roduin Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Walker Service Center & Showroom LUA (file) Number: LUA-02-078, SA-A, ECF Cross-References: AKA's: Project Manager: Susan Fiala Acceptance Date: June 26, 2002 Applicant: DNC Investments LLC Owner: DNC Investments LLC Contact: Andrew Orsen / Hansen, Hansen &Johnson Architects PID Number: various numbers ERC Decision Date: July 30, 2002 ERC Appeal Date: August 14, 2002 Administrative Approval: July 31, 2002 Appeal Period Ends: August 19, 2002 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of I-405. Location: 519 SW 12th Street Comments: Return Address: City Clerk's Office City of Renton 2003101400 1055 South Grady Way 2857 Renton,WA 98055 CITY OF RENTON BS 20.00 PAGE 001 OF 002 10/14/2003 17:16 KING COUNTY, WA BILL OF SALE v �r 3 a t jj Wk)kc, S rr✓.cr Property Tax Parcel Number: 334040-4215-08 Project File#: B-020491 Street Intersection:12TH & SENECA Address: 519 SW 12TH ST Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. D & C INVESTMENT, LLC 1. City of Renton,a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Len Size Type 570 L.F.of 10 " D.I. Water Main L.F.of Water Main L.F.of " Water Main 7 each of I 0 " Gate Valves 1 each of 6 " Gate Valves I each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type L.F.of Sewer Main L.F.of " Sewer Main L.F.of " Sewer Main 1 each of 48 " Diameter Manholes each of " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type 216 L.F.of 12 " SDR 35 Storm Line L.F.of Storm Line L.F.of " Storm Line 2 each of " TypE I Storm Inlet/Outlet each of Storm Catch Basin each of " Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk 307 L.F. Aspha]• 567 SY or L.F.of Width PATCHING STREET LIGHTING: #of Poles 3 By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executor is, administrators and assigns forever. (P-, e).:3—00?+ .c4b II:\FILE.SYS\FRMV41INDOUIIBILLSALE.DOC\MAB Page 1 LL /2- Oa-/0 5A-- Form 84 0001/13h IN SS a unto set my hand and seal the d y and ar as written below. th INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASIHNGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that i� V.• P f>. `T,' signed this instrument and sst :ty F F-,, ac �wled ed t to be his/her/their free and vohun r ,� g tary act for the uses and purposes `j �L T/i'F;3'"�; s en 7, . '1 v e in i a i_at ; . (;r o ' RFC in and or the State of Washington ¢ A. fit' `cam`r.;''J Notary ' ) PA At-3 t h1K,5 11'!,#1,91111011,8400My appoin u.mg expires: 04-2 0-(73 7 Dated: AuC vs-I- eS, 2QS03 REPRESENTATIVE FORM OFAC%NOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of ,19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: Page 2 AFFIDAVIT OF PUBLICATION Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the NOTICE OF ENVIRONMENTAL SOUTH COUNTY JOURNAL DETERMINATION ENVIRONMENTAL REVIEW 600 S.Washington Avenue,Kent,Washington 98032 COMMITTEE RENTON,WASHINGTON The Environmental Review a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of Committee has issued a Non-Significance- generalD publication and is now and has been for more than six months prior to the date of 'Mitigated of wc publication, referred to, printed andpublished in the English language continuallyas a daily :under for toe following project 9� :under the authority of the Renton newspaper in Kent, King County,Washington. The South County Journal has been approved as a Municipal Code. legal newspaper by order of the Superior Court of the State of Washington for King County. ; WALKER SERVICE CENTER F The notice in the exact form attached,was published in the South County Journal(and . EUvronmental A,E review Environmental review for not in supplemental form)which was regularly distributed to the subscribers during the below , construction of an automobile stated period. The annexed notice,a ; showroom and service center on , a 2.1 acre site. Location:Between Seneca Avenue SW and Lind Walker Service Center Avenue SW and south of SW 12th Street and north of Interstate 405. as published on: 8/5/02 The full amount of the fee charged for said foregoing publication is the sum of$66.75,charged to Acct. No.8051067. Appeals of the environmental determination must be filed in writing The cost above includes a$6.00 fee for the printing of the affidavits. on or before 5:00 PM August 14, 2002. Appeals must be filed in writing together with the required Legal Number 10664 $75.00 application fee with: Hearing Aid,14.-- Examiner, City of Renton, 1055 South Grady Way, Renton, WA Legal Clerk, Sou h County Journal 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the Subscribed and sworn before me on this Z day of iA . ? `,2002 appeal process may be obtained from the Renton City Clerk's Office, ° *,11e1attora®e000 _______�� (42u)430 d5 in e°�°°BEN„M,;,f�*�oee r Published in the South County �.`„�.• <5$I0N E,fp..e,'mo Notary Public of the State of Washingt Journal August 5,2002.10664 ' '9e�`'•.y residing in Renton ?4• ��OTAny :w King County,Washington —e_ o / ff August 19, 2002 Jim Gray Fire Prevention Bureau City of Renton 1055 South Grady Way Renton, Washington 98055 RE: Walker's Service Center& Showroom Project No. LUA-02-078, SA-A, ECF Determination of Non-Significance Fire Prevention: Advisory Note#c List of Materials to be Used or Stored on Site •Material Quantity Location Brake Fluid By the case Parts department Brake Cleaner By the case Parts department Carb Cleaner By the case Parts department Spray Can Paint By the case Compressor/Storage Room Waste Oil 300 gallons * Compressor/Storage Room Fresh Engine Oil 600 gallons * Compressor/Storage Room Auto Trans Fluid 150 to 600 gallons * Compressor/Storage Room Gear Oil 150 to 600 gallons * Compressor/Storage Room Used Coolant 150 to 600 gallons * Compressor/Storage Room Tire Dressing 55 gallon drum Storage Room by Wash Bay 2 Portable Welding(Gas) On Cart Service Bays Portable R-134 Freon Gas On Cart Service Bays Used Shop Towels Approved Storage Can Service Bays .* Double Walled Tanks Cc: Susan Fiala, Senior Planner- City of Renton Hansen, Hansen, and Johnson Architects, PLLC E:\ARCHJOBS\Walkers New Service Ctr•01A23\On-Site Materials List 08-15-02.doc ARIV Hansen, Hansen & Johnson LETTER OF TRANSMITTAL TO: 6-it) 0f 1e,k:/vN ADDRESS: /6-SS Sr 1 61244 Wa. /le. n' 9f oSS DATE: V-tt-0Z PROJECT: WALK-et/4 Set/vice cer'?/L i SNoug om LAM - oz -a7g sA-A OCr ATTENTION: S v3 a f 6iftei s Pn:da f/aniw. l -herewith, We are sending / copies of the following: L I under separate cover, Specifications Change Orders Detail Drawings Progress Reports Contract Documents Pay Request Construction Drawings Shop Drawings Preliminary Drawings For your: Information Approval Signature f Files Review Distribution Remarks: MA raltAcs ti s r As set -/.0 Fite PitavP4l (f✓ Hansen, Hansen &Johnson Signet F]IJ0,4u/ aA1.49") 1230 fryar ave • p.o. box 1008 • sumner, wa 98390 • (253) 863-8126 • FAX# (253) 863-5854 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the I day of 4 , 2002, I deposited in the mails of the United States, a sealgd envelope containi g �. De-kI i/lu l-,J,^5 documents. This information was sent to: Name Representing• 1 (Signature of Sender) STATE OF WASHINGTON SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that 1 1/eP e a signed this instrument and acknowledged it to be his/her/their free an voluntary ac for the uses and purposes mentioned in the instrument. ,n Dated: ru - a a .Q � �a a �(t4 MA iLYN KAI+r�CHEFF ► Notary Public and for the State of Washi g n NOTARY PUBLIC ► Notary(Print) MARILYN KAMCHEFF STATE OF WASHINGTON My appointment 10* INTMENT EXPIRES:6-29-03 COMMISSION EXPIRES JUNE 29, 2003 Project Name: / /c- / C't ce( S�'4v v I ' r G JAI 11)0 Project Number: r✓� o z - o 0, S.fl- rG NOTARY.DOC AGENCY(DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology Larry Fisher Mr. Rod Malcom, Fisheries Environmental Review Section WA Dpt. Of Fish &Wildlife Muckleshoot Indian Tribe PO Box 47703 C/o Dept. of Ecology 39015— 172nd Avenue SE Olympia,WA 98504-7703 3190—160th Ave. SE Auburn, WA 98092 Bellevue,WA 98008 WSDOT Northwest Region Duwamish Tribal Office Mr. David Dietzman King Area Dev. Serv., MS-240 14235 Ambaum Blvd. SW—Front A Dept. of Natural Resources PO Box 330310 Burien,WA 98166 PO Box 47015 Seattle,WA 98133-9710 Olympia,WA 98504-7015 US Army Corp. of Engineers Ms. Shirley Marroquin Eric Swennson Seattle District Office Environmental Planning Supervisor Seattle Public Utilities PO Box C-3755 KC Wastewater Treatment Division 710—2nd Avenue, 10th Floor Seattle,WA 98124 201 South Jackson St, MS KSC-NR-050 Seattle,WA 98104 Attn: SEPA Reviewer Seattle,WA 98104-3855 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton,WA 98055-1219 13020 SE 72nd Place 220 Fourth Avenue South Newcastle,WA 98059 Kent,WA 98032-5895 Gary Kriedt Joe Jainga Metro Environmental Planning PSE—Municipal Land Planner KSC-TR-0431 PO Box 90868 201 South Jackson Street Ms: XRD-01W Seattle,WA 98104 Bellevue,WA 98009-0868 Last printed 11/19/01 11:34 AM N.0110E ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION WALKER SERVICE CENTER AND SHOWROOM LUA-02-078,SA-A,ECF The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking,auto display,signage,utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405.THE OF RENTON ENVIRONMENTAL REVIEW (ERC) HAS DETERMINED THAT TCITY E PROPOSED ACTION DOES NOT HAVE ASIGNIFICANTCOMMITTEE ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be tiled In writing on or before 5:00 PM August 14,2002. Appeals must be filed In writing together with the required 575.00 application fee with:Hearing Examiner,City of SouthRenton,1055 als to the miner are nton Renton,Municipal Code Sect on 4-8-110.B. AddiOo al nfor regardingamatione governed by the appeal process maybe obtain defrom the Renton City Clerk's Office,(425)430-6510. ` 3- _ •_rt- ._ , .tl .� I M _.� rift ti-i ,_.A, f III INDUSTRIAL 16 I� I� i t PARK Nat ''._ _i io i AI CA 4;616 66 3 :.i r'i'•i 1 ztllo Illass CA r, EIS.. g iilariri ir[ dlk 1:s rbr,la r MBE I,ii.ai 1 r�"I m` 0 EOM it rd.iE 1,--- t L il ' �i ` 4� sA t� m 0bNt1 0il l ,...—. �: lit, i 1il 0i11i3il_if=i 1 © `, - -11 Ill: ,c.. NEIGHBORHOOD DETAIL MAP i FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I IPlease include the project NUMBER when calling for proper file identification. MARILYN KAMCHEFF CERTIFICATION 4 NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES JUNE 29, 2003 I, OV\J C'�� 1 , hereby certify that copies of the above document were posted by me in . conspicuous places on or nearby the described property on mUP A t 2 1 WOZ— Signed: 0.,(. IA--a.vvt,Aift ATTEST: Subscribed and sworn before me,a Notary Public,in and for th tate of Washington residing inJ ? -t4 A Ay) ,on the Z2.in ri day of Q A.r g cc,.L.t- ZGVZ..... MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29-03 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of , 2002, I deposited in the mails of the United States, a sealed envelope containing fDr1 d- Cke./Sli /1 documents. This information was sent to: Name Representing Occ_h (L) /-)f P/; e.tA i i1IL 7v .sfo/L6n-fs Andre,o (JRcn Co,/14ac • (Signature of Sender) � ' / STATE OF WASHINGTON ) SS COUNTY OF KING ) a I certify that I know or have satisfactory evidence that 71/l tire c / �' � Litt- signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dates le Fi-�r < M I L Y a Notary Pu is in and for the State of W ngton 6 NOTARY PUBLIC STATE OF WASHINGTON `, Notary(Print),MAR � KAmci cc� COMMISSION EXPIRES ( ILy�,My appointm ,t Alapifl . JUNE 29, 2003 Project Name: W , I iaa✓ j e(vi tt LCn -k✓ , cinr uthivow, Project Number: , s 1-P,EC F NOTARY.DOC CITY i RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 21, 2002 Mr. Andrew Orsen Hansen, Hansen &Johnson—Architects, PLLC PO Box 1008 Sumner, WA 98390 SUBJECT: Walker Service Center&Showroom project No. LUA-02-078, SA-A, ECF Dear Mr. Orsen: This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated and the Administrative Site Plan Review. No appeals were filed. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval in accordance with City of Renton Staff Report dated July 30, 2002. A copy of the ERC Mitigation Measures and Site Plan Conditions are enclosed herewith for your convenience. If you have any questions, please feel free to contact me at (425) 430-7382. Sincerely, Susan Fiala Senior Planner cc: DNC Investments LLC/Owner FINAL R E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE ®This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12t Street and north of Interstate 405 MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. 2. The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of building square footage and is payable prior to the issuance of building permits. The Site Plan for Walker's Service Center & Showroom , File No. LUA-02-078, SA-A, ECF, is approved subject to the following conditions: 1. The applicant shall revise the landscape plan to replace the three Scarlet Oaks trees, located along the SW 12th Street frontage, with Red Maples, of comparable size and caliper, to match the north side of the SW 12th Street landscape. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 3. The applicant shall submit a lighting plan showing the type and location of parking lot and outdoor sales area lighting. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. mitmeasures IGc City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 0 i 4 f2- COMMENTS DUE: JULY 1 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: J , 2002 APPLICANT: Dale Walker PROJECT MANAGE . Susan Fiala PROJECT TITLE: Walker Service Center&Showroom WORK ORDER NO: 77007 LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 121'and 1-405 SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display,signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 LightGlare Plants Recreation Land/Shoreline Use Utilities — Animals _ Transportation / Environmental Health Public Services i/ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet id e k5 aniUtAikt ` L/WIWI 1, ac14) B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addition I information is needed to properly assess this proposal. r Signature of Director or Authorized Representative Date routing Rev.10/93 NO'FICE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION WALKER SERVICE CENTER AND SHOWROOM LUA-02-078,SA-A,ECF The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking,auto display,signage,utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 August 14, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton , Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. '- -RENTO E'/. y\/W3319.23 5 RENTON :..„.^W / fl i iii ,.-;--. ! - t . .,,:. d.---7 Y l w y r ».m br -. Ii re 3 ,. 1. a I Y " ' - - t J EAR-I•G ON . ,illy , I`•" h. I u INDUSTRIAL -$-' ,,/ i • PARK NO.I u NRpm „ , �r � %, `--- - . I J i < I sK CA ,. • Y• .vio c 3_,l 5 �N/� sr.• •1 ' J6YY6666i;-imp 3s ,. *"�381&bSil; W iip�����r' r��`yy�y3��6��39Ea6Jt�C� i • s'r wr" � 636I oil��i11 r are ,l .;i5•1,G 7 ra w p.,6ddis6s>`iii RR • mb6 6 _CA >, 41 GR , ,f,q,, D III+'i. r• �. . _ Q, gyp' '''' 1r�„PIJ�'06666n6 .' i ' i® _ OW a ,1/ 61 0 0 �1[ n Y�u� �3... k "nos `"".... .—., 17, � CF =C11111C4.61.-;.o �, :1 il'' i�• If11�awa''l11=1u�".—SW.:-- •- a',,,, 1AT..- sr I 3- • =i II il 11111/ : . ,.. !" NEIGHBORHOOD DETAIL MAP Z II]I Ann I 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. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. WALKER SERVICE CENTER LUA-02-078,SA-A,ECF Environmental review for construction of an automobile showroom and service center on a 2.1 acre site. Location: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 14, 2002. 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: August 5, 2002 Account No. 51067 dnsmpub.dot r rs CITY i RENTON Plannizlg/Building/PublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 1, 2002 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on July 30, 2002: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED WALKER SERVICE CENTER AND SHOWROOM LUA-02-078,SA-A,ECF The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 14, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7382. For the Environmental Review Committee, Susan Fiala Senior Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers Enclosure AgencyLetter\ R E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE ., This paper contains 50%recycled material,30%post consumer 'r CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12t Street and north of Interstate 405 MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. 2. The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$0.52 per square foot of building square footage and is payable prior to the issuance of building permits. The Site Plan for Walker's Service Center & Showroom , File No. LUA-02-078, SA-A, ECF, is approved subject to the following conditions: 1. The applicant shall revise the landscape plan to replace the three Scarlet Oaks trees, located along the SW 12th Street frontage, with Red Maples, of comparable size and caliper, to match the north side of the SW 12th Street landscape. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 3. The applicant shall submit a lighting plan showing the type and location of parking lot and outdoor sales area lighting. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. mitmeasures '( CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405 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. The property is zoned Commercial Arterial (CA). 2. The project is located in Auto Mall Area A. 3. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 4. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 5. RMC 4-4-075. E., Exterior Onsite Lighting standards: No use or activity shall cause light trespass beyond the boundaries of the property lines. All building lights shall be directed on to the building itself or the ground immediately abutting to it. The light emissions shall not be visible above the roofline of the building. Parking lot or display lot light fixtures shall be non-glare and mounted no more than 25 feet above the ground to minimize the impact onto adjacent and abutting properties. All fixtures shall be fitted with a cutoff type luminaire. Fire Prevention 1. The preliminary fire flow is 4,000 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of the sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways area a minimum 20 feet in width with a turning radius of 45 foot outside and 25 foot inside. Walker Service Center an iowroom LUA-02-078,SA-A,ECF Advisory Notes (continued) Page 2 of 3 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of flammable, combustible liquids and any hazardous chemical to be used or stored on site. Building 1. A demolition permit is required. 2. Type of construction and occupancy separations per 1997 UBC. 3. An oil and water separator is required. Plan Review—Water 1. This project is not located in the Aquifer Protection Zone. 2. The proposed project is located in the 196 water pressure zone. The static pressure at the street level is approximately 70 psi. 3. There is an existing 6 inch water main fronting the site in SW 12th St, an existing 6 inch water main in Seneca Ave SW and an existing 6 inch watermain in SW 13th St. 4. Per the City of Renton Fire Marshall the preliminary fire flow required is 4,000 GPM with an automatic fire sprinkler system. This project is required to extend approximately 600 feet of 10 inch water from the SE property corner (Bryant Motors), west along SW 13th St and north along Seneca Ave SW to SW 12th St to meet the fire flow demand. 5. Existing hydrants counted as fire protection are required to be brought up to current code including retrofitting with a quick disconnect Stortz fitting if not already in place. 6. Water System Development Charges of $0.154 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. Plan Review—Sanitary Sewer 1. There is an 8-inch sewer main in SW 13th St, an 8 inch sewer main in Seneca Ave SW and an 8 inch sewer main in the east and west vacated alley located between SW 12th St and SW 13th St. 2. The existing 8"concrete sanitary sewer pipe shall be replaced with 8" PVC in steel casing a minimum of 10' each side of the new building footprint. 3. The project is required to install a separate sanitary sidesewer connection to serve the new building. 4. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 5. If floor drains are required the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. ADVISORYNOTES Walker Service Center and Shov n LUA-02-078,SA-A,EC F Advisory Notes (continued) Page 3 of 3 6. The Sanitary Sewer System Development Charge (SDC) of$0.106 per square foot of gross site area is required. This is payable at the time the construction permit is issued. Plan Review—Surface Water 1. There are existing storm drainage facilities in SW 12th Street. 2. A conceptual storm drainage plan and drainage report was submitted and is under review at this time. The drainage plan submitted includes provisions for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. There will be additional comments as supplemental information is provided at the time of the detailed plan review on this project. 3. The Surface Water System Development Charge is required for this project. This fee is $0.183 per new impervious surface square footage as reflected in the final design. This is payable at the time the utility permit is issued. Plan Review—Transportation 1. The traffic study submitted by the applicant is currently under review. 2. The traffic mitigation fee of $38,725.26 shall be paid prior to issuance of a building permit. 3. This project will be required to install curb,gutter and sidewalk in Seneca Ave SW and in SW 12th St along the full frontage of the parcel being developed. 4. Street lights, per City of Renton standards, may be required if lighting levels are not currently met. The applicant shall submit the calculations with the engineering utility plans at the time of plan review. 5. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. Plan Review—General 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All civil engineering plans shall be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control Network. 3. 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. ADVISORYNOTES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12`h Street and north of Interstate 405 LEAD AGENCY: 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 43.21C.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 August 14,2002. 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: August 5, 2002 DATE OF DECISION: July 30, 2002 SIGNATURES: G `Z er a , A dminlstra( DATE /30/00 2— Departm of P nning/B 'Iding/Public Works 7 P Jim S e herd, Ad istrator DATE / oJô Community Servi Lee eel r, Fire Chief DATE Renton Fire Department Document in Document Scrap'CITY OF RENTON ... 1► ., CITY i RENTON 1 Planning/Building/PublicWorks Depailiuent MIMIP Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 1, 2002 Mr. Andrew Orsen Hansen, Hansen &Johnson—Architects, PLLC PO Box 1008 Sumner,WA 98390 SUBJECT: Walker Service Center& Showroom project No. LUA-02-078, SA-A, ECF Dear Mr. Orsen: 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. The Administrative Site Plan is approved with conditions in accordance with the enclosed City of Renton Report and Decision dated July 30,2002. 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 43.21C.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. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7382. For the Environmental Review Committee, Susan Fiala Senior Planner cc: DNC Investments LLC/Owner Enclosure DNSMLETTER RENTON 1055 South Grady Way-Renton,Washington 98055 C�. AHEAD OF THE CURVE . This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Senecg Avenue SW and Lind Avenue SW and south of SW 12' Street and north of Interstate 405 MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. 2. The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of building square footage and is payable prior to the issuance of building permits. The Site Plan for Walker's Service Center & Showroom , File No. LUA-02-078, SA-A, ECF, is approved subject to the following conditions: 1. The applicant shall revise the landscape plan to replace the three Scarlet Oaks trees, located along the SW 12th Street frontage, with Red Maples, of comparable size and caliper, to match the north side of the SW 12'h Street landscape. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 3. The applicant shall submit a lighting plan showing the type and location of parking lot and outdoor sales area lighting. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. mitmeasures CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405 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. The property is zoned Commercial Arterial (CA). 2. The project is located in Auto Mall Area A. 3. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 4. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 5. RMC 4-4-075. E., Exterior Onsite Lighting standards: No use or activity shall cause light trespass beyond the boundaries of the property lines. All building lights shall be directed on to the building itself or the ground immediately abutting to it. The light emissions shall not be visible above the roofline of the building. Parking lot or display lot light fixtures shall be non-glare and mounted no more than 25 feet above the ground to minimize the impact onto adjacent and abutting properties. All fixtures shall be fitted with a cutoff type luminaire. Fire Prevention 1. The preliminary fire flow is 4,000 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of the sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways area a minimum 20 feet in width with a turning radius of 45 foot outside and 25 foot inside. Walker Service Center ai howroom LUA-02-078,SA-A,ECF Advisory Notes (continued) Page 2 of 3 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of flammable, combustible liquids and any hazardous chemical to be used or stored on site. Building 1. A demolition permit is required. 2. Type of construction and occupancy separations per 1997 UBC. 3. An oil and water separator is required. Plan Review—Water 1. This project is not located in the Aquifer Protection Zone. 2. The proposed project is located in the 196 water pressure zone. The static pressure at the street level is approximately 70 psi. 3. There is an existing 6 inch water main fronting the site in SW 12th St, an existing 6 inch water main in Seneca Ave SW and an existing 6 inch watermain in SW 13th St. 4. Per the City of Renton Fire Marshall the preliminary fire flow required is 4,000 GPM with an automatic fire sprinkler system. This project is required to extend approximately 600 feet of 10 inch water from the SE property corner (Bryant Motors), west along SW 13th St and north along Seneca Ave SW to SW 12th St to meet the fire flow demand. 5. Existing hydrants counted as fire protection are required to be brought up to current code including retrofitting with a quick disconnect Stortz fitting if not already in place. 6. Water System Development Charges of $0.154 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. Plan Review—Sanitary Sewer 1. There is an 8-inch sewer main in SW 13th St, an 8 inch sewer main in Seneca Ave SW and an 8 inch sewer main in the east and west vacated alley located between SW 12th St and SW 13th St. 2. The existing 8"concrete sanitary sewer pipe shall be replaced with 8" PVC in steel casing a minimum of 10' each side of the new building footprint. 3. The project is required to install a separate sanitary sidesewer connection to serve the new building. 4. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 5. If floor drains are required the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. ADVISORYNOTES Walker Service Center and Show LUA-02-078,SA-A,ECF Advisory Notes (continued) Page 3 of 3 6. The Sanitary Sewer System Development Charge (SDC) of $0.106 per square foot of gross site area is required. This is payable at the time the construction permit is issued. Plan Review—Surface Water 1. There are existing storm drainage facilities in SW 12th Street. 2. A conceptual storm drainage plan and drainage report was submitted and is under review at this time. The drainage plan submitted includes provisions for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. There will be additional comments as supplemental information is provided at the time of the detailed plan review on this project. 3. The Surface Water System Development Charge is required for this project. This fee is $0.183 per new impervious surface square footage as reflected in the final design. This is payable at the time the utility permit is issued. Plan Review—Transportation 1. The traffic study submitted by the applicant is currently under review. 2. The traffic mitigation fee of$38,725.26 shall be paid prior to issuance of a building permit. 3. This project will be required to install curb, gutter and sidewalk in Seneca Ave SW and in SW 12th St along the full frontage of the parcel being developed. 4. Street lights, per City of Renton standards, may be required if lighting levels are not currently met. The applicant shall submit the calculations with the engineering utility plans at the time of plan review. 5. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. Plan Review—General 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All civil engineering plans shall be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control Network. 3. 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. ADVISORYNOTES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Betweeln Seneca Avenue SW and Lind Avenue SW and south of SW 12 h Street and north of Interstate 405 LEAD AGENCY: 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 43.21C.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 August 14,2002. 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: August 5, 2002 DATE OF DECISION: July 30, 2002 SIGNATURES: 1/ O Z G `Z er a , Adm r DATE Departm of P nning/B Ming/Public Works �� 7 �30 ç�� S epherd,e herd, Ad ' Istrator DATE Jim Community Servi Lee eel r, Fire Chief DATE Renton Fire Department Document in Document Scrap'CITY OF RENTON ... CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Senecg Avenue SW and Lind Avenue SW and south of SW 12t Street and north of Interstate 405 MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. 2. The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of building square footage and is payable prior to the issuance of building permits. The Site Plan for Walker's Service Center & Showroom , File No. LUA-02-078, SA-A, ECF, is approved subject to the following conditions: 1. The applicant shall revise the landscape plan to replace the three Scarlet Oaks trees, located along the SW 12th Street frontage, with Red Maples, of comparable size and caliper, to match the north side of the SW 12th Street landscape. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 3. The applicant shall submit a lighting plan showing the type and location of parking lot and outdoor sales area lighting. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. mitmeasures CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-078, SA-A, ECF APPLICANT: Dale Walker, Managing Partner PROJECT NAME: Walker Service Center and Showroom DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. LOCATION OF PROPOSAL: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405 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. The property is zoned Commercial Arterial (CA). 2. The project is located in Auto Mall Area A. 3. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 4. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 5. RMC 4-4-075. E., Exterior Onsite Lighting standards: No use or activity shall cause light trespass beyond the boundaries of the property lines. All building lights shall be directed on to the building itself or the ground immediately abutting to it. The light emissions shall not be visible above the roofline of the building. Parking lot or display lot light fixtures shall be non-glare and mounted no more than 25 feet above the ground to minimize the impact onto adjacent and abutting properties. All fixtures shall be fitted with a cutoff type luminaire. Fire Prevention 1. The preliminary fire flow is 4,000 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of the sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways area a minimum 20 feet in width with a turning radius of 45 foot outside and 25 foot inside. Walker Service Center and Shov n LUA-02-078,SA-A,ECF Advisory Notes (continued) Page 2 of 3 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of flammable, combustible liquids and any hazardous chemical to be used or stored on site. Building 1. A demolition permit is required. 2. Type of construction and occupancy separations per 1997 UBC. 3. An oil and water separator is required. Plan Review—Water 1. This project is not located in the Aquifer Protection Zone. 2. The proposed project is located in the 196 water pressure zone. The static pressure at the street level is approximately 70 psi. 3. There is an existing 6 inch water main fronting the site in SW 12th St, an existing 6 inch water main in Seneca Ave SW and an existing 6 inch watermain in SW 13th St. 4. Per the City of Renton Fire Marshall the preliminary fire flow required is 4,000 GPM with an automatic fire sprinkler system. This project is required to extend approximately 600 feet of 10 inch water from the SE property corner (Bryant Motors), west along SW 13th St and north along Seneca Ave SW to SW 12th St to meet the fire flow demand. 5. Existing hydrants counted as fire protection are required to be brought up to current code including retrofitting with a quick disconnect Stortz fitting if not already in place. 6. Water System Development Charges of $0.154 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. Plan Review—Sanitary Sewer 1. There is an 8-inch sewer main in SW 13th St, an 8 inch sewer main in Seneca Ave SW and an 8 inch sewer main in the east and west vacated alley located between SW 12th St and SW 13th St. 2. The existing 8"concrete sanitary sewer pipe shall be replaced with 8" PVC in steel casing a minimum of 10' each side of the new building footprint. 3. The project is required to install a separate sanitary sidesewer connection to serve the new building. 4. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 5. If floor drains are required the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. ADVISORYNOTES Walker Service Center and Shov n LUA-02-078,SA-A,ECF Advisory Notes (continued) Page 3 of 3 6. The Sanitary Sewer System Development Charge (SDC) of $0.106 per square foot of gross site area is required. This is payable at the time the construction permit is issued. Plan Review—Surface Water 1. There are existing storm drainage facilities in SW 12th Street. 2. A conceptual storm drainage plan and drainage report was submitted and is under review at this time. The drainage plan submitted includes provisions for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. There will be additional comments as supplemental information is provided at the time of the detailed plan review on this project. 3. The Surface Water System Development Charge is required for this project. This fee is $0.183 per new impervious surface square footage as reflected in the final design. This is payable at the time the utility permit is issued. Plan Review—Transportation 1. The traffic study submitted by the applicant is currently under review. 2. The traffic mitigation fee of$38,725.26 shall be paid prior to issuance of a building permit. 3. This project will be required to install curb, gutter and sidewalk in Seneca Ave SW and in SW 12th St along the full frontage of the parcel being developed. 4. Street lights, per City of Renton standards, may be required if lighting levels are not currently met. The applicant shall submit the calculations with the engineering utility plans at the time of plan review. 5. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. Plan Review—General 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All civil engineering plans shall be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control Network. 3. 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. ADVISORYNOTES ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE J U LY 30, 2002 * CONSENT AGENDA * To: Gregg Zimmerman, Planning/Building/Public Works Administrator Jim Shepherd, Community Services Administrator Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning Meeting Date: Tuesday, July 30, 2002 Time: 9:00 AM Location: Sixth Floor Conference Room #620 Agenda listed below. Walker Service Center& Showroom (Fiala) LUA-02-078, SA-A, ECF The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan Approval for the construction of a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. Location: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12 Street and north of Interstate 405. cc: J.Tanner, Mayor J.Covington,Chief Administrative Officer S.Carlson, EDNSP Administrator A Pietsch, EDNSP Director® J.Gray, Fire Prevention N.Watts,P/B/PW Development Services Director ® F.Kaufman,Hearing Examiner L. Rude, Fire Prevention ® J.Medzegian,Council S.Meyer, P/B/PW Transportation Systems Director R.Lind, Economic Development L.Warren,City Attorney ® CON! TT.NCC REPORT r ��r3i1 bL City of Renton —._ & Department of Planning/Building/Public Works S.F� A 1,46A,-7j31J ENVIRONMENTAL REVIEW& J. utter IN�s-r4 7/30a- DECI DECISION N.w,�-rg I�,�ru� � �I ADMINISTRATIVE LAND USE ACTION 7 REPORT DATE: July 30, 2002 Project Name: Walker Service Center and Showroom Applicant: Dale Walker, Managing Partner DNC Investments LLC 720 Rainier Avenue South Renton,WA 98055 Owner: DNC Investments LLC Same address as above Contact: Andrew Orsen Hansen, Hansen&Johnson Architects, PLLC PO Box 1008 Sumner,WA 98390 File Number: LUA-02-078, SA-A, ECF Project Manager: Susan A. Fiala, AICP Project Description: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan Approval for the construction of a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one- story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. Project Location: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405 Exist. Bldg. Area SF: To be demolished Proposed New Bldg. Area: 19,655 sq. ft. Site Area: 92,172 sq. ft. ( 2.1 acres) Total Building Area: 19,655 sq. ft. ----4'.161.11 s 1110 1011° 111:01 ,s 0001111 „Julia jIJ r �� � � � Sr r. • ill° N n r Z Q5 -I IV! g W S 4' Ni .wan 11II0 "' _ — ge me 15 r _��•.crrmr. I r c o;. -0+ phi o .� _E�Atrs,1 'I --� .r)----r: a"IENNU M :=C. I� , .+tl.�r"�lAR 4 7q1��=a A-1 -+. -t: �'� l�J"�1: a}u n H Ali-"'"- � ,`l17i>o 4Q h trt-- � "j . A s.w. ......, Project Location Map saERCwalker • REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION REPORT DATE: July 30, 2002 Project Name: Walker Service Center and Showroom Applicant: Dale Walker, Managing Partner DNC Investments LLC 720 Rainier Avenue South Renton,WA 98055 Owner: DNC Investments LLC Same address as above Contact: Andrew Orsen Hansen, Hansen&Johnson Architects, PLLC PO Box 1008 Sumner,WA 98390 File Number: LUA-02-078, SA-A, ECF Project Manager: Susan A. Fiala, AICP Project Description: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan Approval for the construction of a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one- story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished. The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. Project Location: Between Seneca Avenue SW and Lind Avenue SW and south of SW 12th Street and north of Interstate 405 Exist. Bldg. Area SF: To be demolished Proposed New Bldg. Area: 19,655 sq. ft. Site Area: 92,172 sq. ft. (2.1 acres) Total Building Area: 19,655 sq. ft. d ` � W II.` wAY S . : b/ k pnY mien0W %�it " GR ° �����s � Q �� � .,. .;T' , W kll r raj ,y: rin � h�' x �� 110$� - ..i5 g�q/ , 12T, / .1n n•Wu� .10 a i,J., . icx4�y raj jJ'sl'r.P � sWA in,,i,s4� ONOe �5i1�j,� $' �it Q 3 i i o JR • " Ott rjJJ N Q'" .-i-. I &"'I�It ;� ' 16_: Fi �� i i I% - ITN It �g W 000 o u 4' 1 m '-1',g 111 • i log N r1i�AA� a h 0 ,; T *Er1Es 4'_i_:-_,:, 7 ammecalK11111"Wan.7 i irilmoar—mii:x1--- .. c�31 Y �r1G1F31�1i QQi Wa}�T { 111117Q= �� :'a�fl�' fn, � n � iiiiiiiii kailrIPMWM1Miliale� tl � I nO04..5='l► `]33jfj.,s •......... ... .`" li! Ian Project Location Map saERCwalker . !City of Renton P/B/PW Department Administrative Site Plan Approval& Environn 11 Review Committee Staff Report WALKER SERVICE CENTER&SHOWF__ _ VI LUA-02-078, SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 2 of 11 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant, Dale Walker, DNC Investments LLC, is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the construction of a 19,655 square foot automobile showroom and service center. The project site is comprised of two parcels. The western portion of the northern parcel is currently undeveloped and appears to have been covered with a pit run and leveled. Power poles and a sewer line run east to west in the middle of the property along where the vacated alley is located. The eastern portion of the north contains Jim's Auto Repair, a metal building surrounded by asphalt pavement, which is proposed to be demolished as part of the project. The southern parcel is undeveloped. The topography is relatively flat and is covered with dirt and sparse grass. The project would be located on a 2.1 acre site, bounded by Seneca Ave SW and Lind Ave on the west and east; and by SW 12'h Street and 1-405 on the north and south, respectively. The proposed service center and showroom would be one story with a mezzanine level. The building is approximately 22 feet in height. The proposal includes 45 on-site parking spaces in two parking lots for customers and employees. There is also an outdoor vehicle display and storage area surrounded by a chain link fence. The structure is proposed to be constructed of various construction materials including dryvit, stucco, prefab metal siding panels and glazing. The showroom portion of the building appears to be approximately 14 feet high whereas the service center portion would be at 22 feet high. The showroom would have a sloped metal roof with a glass and column façade. The service area would be prefinished metal vertical siding with horizontal bands designed in a columnar fashion to break up the horizontal elevation. PART TWO: ENVIRONMENTAL REVIEW 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. A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: (1) Earth Impacts: The site is relatively flat with the steepest slope at three percent (3%). A Geotechnical Report, prepared by AMEC Earth & Environmental, Inc., dated March 12, 2002, was submitted with the application. According to the published geology, site soils are characterized as alluvial consisting of sand and gravel with silt and clay deposited by the Cedar River. The report indicated that through visual on-site soil classifications, there is approximately 1 �/z to 4 feet of fill material with 3 1 to 7 feet of underlying sandy silt. Moderate caving due to the moderate groundwater seepage was observed in two of the test pits but not in others. All test pits indicated moderate groundwater seepage at a 4 foot depth. These tests were done in February, 2002. Soils located on the site are highly moisture-sensitive and susceptible to disturbance when wet. The report recommends that the contractor install appropriate temporary drainage systems to keep water out of the construction areas and should limit traffic over any prepared subgrades formed within these soils. Each section referencing the following: site preparation, spread footing foundations, slab-on-grade floors identifies the need for suitable structural fill soils and compaction due to the high silt and moisture content of the soils. In review of the geotechnical analyses, it becomes evident that the soils are of an unstable nature due to the moisture content and may pose construction problems during wet months. The report indicates that the suitability of the structural fill soils depends on their grain-size distribution and moisture content when they are placed. For fill placement during wet-weather site work, they recommend using "clean"fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. saERCwalker 'City of Renton P/B/PW Department Administrative Site Plan Approval& Environn 11 Review Committee Staff Report • WALKER SERVICE CENTER& SHOWI__ _ VI LUA-02-078, SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 3 of 11 From the consultant's analysis of seismic conditions, recommendations for the design of buildings, retaining walls and other site structures should follow seismic design parameters to appropriately address the risk factors associated with the Zone 3 category. Based on the potential erosion and seismic hazards, staff recommends the mitigation measures listed below be required of the applicant in order to reduce potential adverse impacts to the site and to adjacent properties. Mitigation Measures: • The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. Policy Nexus: SEPA Environmental Regulations (2) Surface Water Impacts: The applicant submitted a Surface Water Drainage Report prepared by SEGA Engineers, dated June 21, 2002. The off-site analysis stated there is no upstream area tributary to the site. Runoff control will be through the detention pond constructed at the east end of the site near the Lind Avenue overpass. Surface runoff will be treated via a biofiltration swale prior to discharging from the site. The on-site conveyance system will consist of a roof collection system, parking lot catch basins and an underground storm sewer system that will carry flows to the detention basin. The report concludes that their investigation produced no record of any drainage problem within the 1/4 mile downstream conveyance system. The proposed development would not divert runoff from the natural existing location. A detention pond facility will be constructed to control release rates from the site for the 2, 10 and 100 year storm events. The report also states that there is no evidence of any drainage problems predicted after development. The Level 1 downstream analysis indicates the conveyance system appears adequate and there was no evidence of any bank sloughing or erosion. The conceptual drainage plan and report submitted with the land use application is under review at this time. Staff indicates that there will be additional comments concerning surface water as supplemental information is provided at the time of detailed plan review for this project. Mitigation Measures: N/A Policy Nexus: N/A (3) Access/Transportation Impacts: A Traffic Impact Analysis (TIA), dated March, 2002, was prepared by Heath & Associates, Inc. Transportation and Civil Engineering. Access to the site is provided via SW Grady Way to either Seneca Ave SW or to SW 12th Street. The report concluded that the project would generate a "mild" amount of new traffic by the 2004 build out year. Approximately 51 inbound and outbound AM peak hour trips are anticipated. During the PM peak hour, 30 inbound and 30 outbound trips are expected. The intersections that were studied are anticipated to have low delay increases due to project traffic. No intersection is anticipated to operate at a level higher than a LOS C. The proposal would result in an increase in traffic trips to the City's street system. To be consistent with other dealerships in the Auto Mall district, 26.27 trips per 1000 square feet of building is used to determine the mitigation fee. Staff recommends a Transportation Mitigation Fee be imposed on the project. The Transportation Mitigation Fee is based on a rate of $75.00 per new average daily trip generated by the project. The fee is estimated at$38,725.26 ($75.00 x 516.34 trips = $38,725.26).The fee is payable at time of building permit issuance. Mitigation Measures: The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. saERCwalker City of Renton P/B/PW Department Administrative Site Plan Approval& Environn I Review Committee Staff Report ' WALKER SERVICE CENTER&SHOWhuu Ml LUA-02-078,SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 4 of 11 (5) Fire/Emergency Services Impacts: The proposal would construct 19,655 square feet of new commercial area, which would potentially impact the City's Fire Emergency Services. A Fire Mitigation Fee based on a rate of $0.52 per square foot of the building square footage would be required. The fee is estimated at $10,220.60 ($0.52 x 19,655 of gross building square feet= $10,220.60) and is payable prior to issuance of the building permits. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of building square footage and is payable prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations: Fire Mitigation Fee Resolution No. 2913, Ordinance 4527 B. Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON—SIGNIFICANCE-MITIGATED Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period. XX C. Mitigation Measures 1. The applicant shall be required to adhere to the recommendations contained in the March 12, 2002, Geotechnical Report prepared by AMEC Earth & Environmental, Inc. 2. The applicant shall pay the appropriate Transportation Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. 3. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of building square footage and is payable prior to the issuance of building permits. 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. The property is zoned Commercial Arterial (CA). 2. The project is located in Auto Mall Area A. 3. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 4. Haul hours shall be restricted to 8:30 a.m.to 3:30 p.m. unless approved in advance by the Development Services Division. 5. RMC 4-4-075. E., Exterior Onsite Lighting standards: No use or activity shall cause light trespass beyond the boundaries of the property lines. All building lights shall be directed on to the building itself or the ground immediately abutting to it. The light emissions shall not be visible above the roofline of the building. Parking lot or display lot light fixtures shall be non-glare and mounted no more than 25 feet above the ground to minimize the impact onto adjacent and abutting properties. All fixtures shall be fitted with a cutoff type luminaire. Fire Prevention 1. The preliminary fire flow is 4,000 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of the sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways area a minimum 20 feet in width with a turning radius of 45 foot outside and 25 foot inside. 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of flammable, combustible liquids and any hazardous chemical to be used or stored on site. saERCwalker • City of Renton P/B/PW Department Administrative Site Plan Approval& Environr Review Committee Staff Report WALKER SERVICE CENTER&SHOWkv,M LUA-02-078, SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 5 of 11 Building 1. A demolition permit is required. 2. Type of construction and occupancy separations per 1997 UBC. 3. An oil and water separator is required. Plan Review—Water 1. This project is not located in the Aquifer Protection Zone. 2. The proposed project is located in the 196 water pressure zone. The static pressure at the street level is approximately 70 psi. 3. There is an existing 6 inch water main fronting the site in SW 12th St, an existing 6 inch water main in Seneca Ave SW and an existing 6 inch watermain in SW 13th St. 4. Per the City of Renton Fire Marshall the preliminary fire flow required is 4,000 GPM with an automatic fire sprinkler system. This project is required to extend approximately 600 feet of 10 inch water from the SE property corner (Bryant Motors), west along SW 13th St and north along Seneca Ave SW to SW 12th St to meet the fire flow demand. 5. Existing hydrants counted as fire protection are required to be brought up to current code including retrofitting with a quick disconnect Stortz fitting if not already in place. 6. Water System Development Charges of$0.154 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. Plan Review—Sanitary Sewer 1. There is an 8-inch sewer main in SW 13th St, an 8 inch sewer main in Seneca Ave SW and an 8 inch sewer main in the east and west vacated alley located between SW 12th St and SW 13th St. 2. The existing 8"concrete sanitary sewer pipe shall be replaced with 8" PVC in steel casing a minimum of 10' each side of the new building footprint. 3. The project is required to install a separate sanitary sidesewer connection to serve the new building. 4. If finished floor elevation is below 25 feet, a"tideflex"or similar backflow device will be required to be installed. 5. If floor drains are required the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. 6. The Sanitary Sewer System Development Charge (SDC) of$0.106 per square foot of gross site area is required. This is payable at the time the construction permit is issued. Plan Review—Surface Water 1. There are existing storm drainage facilities in SW 12th Street. 2. A conceptual storm drainage plan and drainage report was submitted and is under review at this time. The drainage plan submitted includes provisions for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. There will be additional comments as supplemental information is provided at the time of the detailed plan review on this project. 3. The Surface Water System Development Charge is required for this project. This fee is $0.183 per new impervious surface square footage as reflected in the final design. This is payable at the time the utility permit is issued. Plan Review—Transportation 1. The traffic study submitted by the applicant is currently under review. 2. The traffic mitigation fee of $38,725.26 shall be paid prior to issuance of a building permit. 3. This project will be required to install curb, gutter and sidewalk in Seneca Ave SW and in SW 12th St along the full frontage of the parcel being developed. 4. Street lights, per City of Renton standards, may be required if lighting levels are not currently met. The applicant shall submit the calculations with the engineering utility plans at the time of plan review. 5. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. Plan Review—General 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All civil engineering plans shall be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control Network. _ saERCwalker City of Renton P/B/PW Department Administrative Site Plan Approval& Environn I Review Committee Staff Report • WALKER SERVICE CENTER&SHOWTw ji l LUA-02-078,SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 6 of 11 3. 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. PART THREE: ADMINISTRATIVE LAND USE ACTION- REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade& Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Project (yellow) file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Sheet No. A1.1, Site Plan (received June 26, 2002). Exhibit No. 3: Sheet No. L-1, Landscape Plan (received June 26, 2002) Exhibit No. 4: North and West Elevations (received June 26, 2002) Exhibit No. 5: South and East Elevations (received June 26, 2002) Exhibit No. 6: Sheet C3.0 Drainage and Grading Plan (received June 26, 2002) Exhibit No. 7: Sheet C4.0 Site Utility Plan (received June 26, 2002) Exhibit No. 8: Sheet C5.0 Street Improvement Plan (received June 26, 2002) Exhibit No. 9: Zoning Map, Sheet G-3, west C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated Employment Area — Valley (EAV) on the City's Comprehensive Plan Land Use Map. The intent of the EAV designation is to provide for a mix of employment-based uses, including commercial, office and industrial development to support the economic development of the City of Renton (Objective LU-EE.a). The proposal is consistent with the following policies intended to guide development in the EAV land use designation: Policy LU-212.2 Compatible and related land uses should be encouraged to locate in proximity to one another. The applicant's proposal for an auto service center and showroom is appropriately located in the auto mall district and in close proximity to similar auto related land uses. Policy LU-291. Beautification and screening of parking lots should be encouraged through appropriate landscaping, fencing and berms. The applicant's landscape plan indicates that the perimeter of the site would be planted with Scarlet Oaks. The portion of the site along Lind Avenue SW is below the 1-405 overpass and thus only lawn area is proposed as well as the location of the detention pond and bioswale. saERCwalker •City of Renton P/B/PW Department 4dministrative Site Plan Approval& Environrr I Review Committee Staff Report • WALKER SERVICE CENTER&SHOWhuuMvl LUA-02-078,SA-A,ECF REPORT AND DECISION OF JULY 30,2002 Page 7 of 11 2. Conformance with existing land use regulations; The subject site is located in the Commercial Arterial (CA) zoning designation and within Auto Mall Area A. The purpose of the CA zone is to provide suitable environments for "strip" commercial development. The CA zone provides for a wide variety of retail sales and personal/professional services primarily oriented to automobile traffic along designated major arterial streets. The auto mall district regulations are intended to help create a regional auto mall that has a cohesive appearance for improved retail activity. The proposal's satisfaction of the applicable development standards of the CA zone and Auto Mall Area A are discussed below: Lot Coverage — The CA zone allows a maximum building coverage of 65% of the site area. The proposed improvements on the 92,172 square foot site total 17,195 square feet and would result in a building lot coverage of 18.7%. The proposed project is within code requirements for lot coverage. Setbacks —The CA zone requires a minimum front building setback of 10 feet from the street property line. The applicant is proposing approximately a 40 foot building setback along the property line adjacent to Seneca Avenue SW and an 82 foot setback from the SW 12th Street frontage. There are no maximum front yard setback requirements or side or rear as the site does not abut a residentially zoned property. The setbacks are in compliance with the CA zone. Landscaping — The Auto Mall Area A requires a 15 foot wide landscape strip along the portion of the site which abuts Lind Avenue. However, at this specific section of Lind Avenue (interstate flyover) there is a considerable elevation change from the 1-405 overpass and the property. The intent of the 15 foot landscape strip of red maples and a berm is to provide for visually continuity along the perimeter of the Auto Mall District. At this specific location, the requirement to plant red maples and a berm would not address the intent effectively; therefore this area would be a 15 foot landscape width of lawn only. Along the Seneca Avenue SW and SW 12th Street frontages, a 10 foot wide landscaped area of Scarlet Oaks is proposed. The three Scarlet Oak trees proposed along the SW 12th Street frontage may grow to a height of sixty feet which could potentially interfere with the overhead power and utility lines. Staff recommends, as a condition of site plan approval, that these three trees be replaced with the Red Maple to match the north side of the SW 12th streetscape. The Scarlet Oaks along the Seneca Avenue SW streetscape could be revised to match the other frontage; however, the plans indicate that the power lines along this street are proposed to be relocated underground and would not interfere with the taller trees. The CA development standards require a 10 foot landscaped setback along the freeway frontage, 1-405 frontage. The proposal provides a 10 foot landscaped strip of lawn only in this area which is adequate as the grade of the property is lower than the elevation of 1-405 at this location. Auto Mall Area A requires a minimum of 2.5% of the gross site area to be landscaped in consolidated areas such as the entries, building fronts and visually prominent areas. The proposal provides a total of 14% landscaped areas including grass, a variety of shrubs and street trees. A majority of the landscape areas are proposed at the most visual portion of the site, the northwest corner near the showroom. Parking code requires a five foot wide landscaped perimeter and five percent (5%) of the interior of the lot is to be landscaped to reduce the barren appearance of pavement. Landscaped islands are provided at the ends of the rows of parking with additional landscaped areas for a total of 6%. The southernmost row of parking located in the fenced area abuts the vehicle storage area which is a paved asphalt area. Additionally, the project is located in the Green River Valley Planning Area, development regulations require an additional 2% of natural landscaping be provided. The overall site landscaping does provide a fair amount of pervious area. All landscaped areas are to be irrigated with an underground sprinkler system that provides full water coverage of the planted areas (RMC 4-4-070E). The proposal complies with landscaping requirements. Building Height — The maximum building height permitted in the CA zone is 50 feet. The proposed building height is approximately 22 feet measured to the top of the flat roof. The structure is proposed to be one-story with a mezzanine. The project is in compliance with the CA building height code requirement. Parking — Based on the City's parking regulations, the number of parking spaces required is based on use. The project proposes 45 parking spaces, 14 are located in the lot area near the showroom for customer use. The remaining required spaces are proposed to be in the south parking area, near the service center and saERCwalker ' City of Renton P/B/PW Department Administrative Site Plan Approval& Environ, I Review Committee Staff Report • WALKER SERVICE CENTER&SHOWhL..,.MN LUA-02-078,SA-A, ECF REPORT AND DECISION OF JUL Y 30,2002 Page 8 of 11 outdoor display area. Although this area is shown to be within the fenced and gated area, it is anticipated that vehicular access to these spaces would be available for customers needing access to the showroom and the service center. The proposed project includes several auto related uses, each with a different parking requirement, please refer to the following table: Use Requirement Proposed Area Proposed (space per area) (Square Feet) Spaces Outdoor Sales Area 1/5000 sq. ft. 20,700 4 Vehicle Service 1/400 sq. ft. 11,000 28 Storage Area 1/1,500 sq. ft. 4,375 3 Office 3 to 4.5 per 2, 544 8 to 12 1,000 sq. ft. Parking Required 43 to 47 Parking Provided 45 The project proposes a total of 45 spaces, of which 43 are standard stalls (9 x 20 feet ), and two (2) are ADA stalls. On-site parking proposed complies with parking requirements for size and number. The loading area is located at the southwestern corner of the building with ground level loading doors. The area appears to provide the code required maneuvering space of 45 feet for larger vehicles, specifically trucks. The location of the landscaped island directly abutting the loading area provides a visual screen of the loading area. Screening -The CA zone requires roof top equipment to be enclosed in order to be shielded from view. The project narrative indicates that all HVAC and any other equipment will be screened per code. The dumpster/recyclable enclosure is screened by a solid six foot high CMU wall, with a vinyl slatted chain link gate and perimeter landscaping.The project complies with the code requirements for screening. 3. Mitigation of impacts to surrounding properties and uses; The Auto Mall District has commercial, industrial, office and other related uses plus some older residential. The proposed automobile service center and showroom is located by other auto related uses in the Auto Mall District. The property to the north is the Saturn Auto Dealership and other auto related uses are located within the vicinity. Located to the west of the subject site are several older residential homes which are in the Industrial Medium zoning district. These properties have become nonconforming uses due to the 1993 zoning revisions. The impact of the proposed auto showroom and service center to the adjacent residential is mitigated through the substantial setback and the landscaping. The lot is currently overgrown with weeds. The proposed site improvements would make the area more attractive. According to code, parking lot or display lot lighting fixtures are to be non-glare and mounted no more than 25 feet above the ground. This is to help minimize the impact onto the adjacent properties, specifically in this instance, the residential area located to the west of the subject site. 4. Mitigation of impacts of the proposed site plan to the site; The proposed auto showroom and service center is located at the northwestern portion of the site, in close proximity to the intersection of Seneca Avenue NE and SW 12th Street. The scale, height and bulk of the building is appropriate for the site. The structure will be one-story of 22 feet in height and a building footprint of 17,195 square feet. An existing vacant structure is proposed to be demolished. Staff recommends that a demolition permit is obtained and all inspections and approvals for demolition of all outbuildings located on the property are completed prior to the issuance of building permits. saERCwalker ' City of Renton P/B/PW Department Administrative Site Plan Approval& Environn I Review Committee Staff Report • WALKER SERVICE CENTER&SHOWF _ __VI LUA-02-078, SA-A,ECF REPORT AND DECISION OF JULY 30,2002 Page 9 of 11 5. Conservation of area-wide property values; The proposed project is expected to maintain and potentially increase property values in the vicinity of the site. The site currently has underutilized vacant portions and vacant buildings which will be replaced with a new auto service center and showroom to provide additional value to the Auto Mall District through not only the increased property value but also the potential for additional employment opportunities and revenue generation. 6. Safety and efficiency of vehicle and pedestrian circulation; Vehicular access to the site is via SW Grady Way to either the driveway provided on Seneca Avenue SW or on SW 12th Street. The customer parking area is located to the north of the site near the showroom entrance. The pedestrian circulation pattern appears to be from the customer parking area directly to the showroom entrance on the north side of the structure. A sidewalk surrounds the exterior of the showroom portion of the building which leads to two designated striped walkways on the north and west from the showroom entrance to public sidewalks. The circulation patterns for vehicles and pedestrians appear to provide for safety through the separation of each mode. The traffic study submitted by the applicant is currently under review by staff. 7. Provision of adequate light and air; The proposed building is sited on the property such that it does not appear to block the sun from public areas. The building location (setbacks) and the building height (approximately 22 feet) do not appear to create a wind tunnel effect. The parking lot should be lighted for security. Staff recommends that a lighting plan be prepared showing the type and location of parking lot and outdoor sales area lighting be submitted for review prior to issuance of building permits. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not expected to create any harmful or unhealthy conditions as it is anticipated that the development will provide the required building and fire code improvements related to use of any hazardous materials and chemicals. Noise and odor impacts to the surrounding properties would not have a significant increase due to the proposed development as such activities typically occur during normal business hours. Noise, dust and odor, which may result from the temporary construction of the site, would be mitigated by the applicant's construction mitigation plan. Automobile servicing does produce noise and involves antifreeze, oils and other related auto activities. The submitted floor plans of the proposed project indicates that the service area is located at the south elevation of the building. This faces the outdoor vehicle display area and is not directed toward the existing residential area. 9. Availability of public services and facilities to accommodate the proposed use;and Fire Department staff has indicated that existing facilities are adequate to accommodate the subject proposal provided that code required improvements are made and mitigation fees are paid. In addition, the City's Public Works department has indicated there are sufficient utilities in the area to serve this development and that the existing street system is adequate for this type of project provided that code required improvements are made and mitigation and SDC fees are paid. 10. Prevention of neighborhood deterioration and blight. The proposal would result in the "redevelopment" of a partially vacant site and vacated building with a new automobile showroom and service center. Associated infrastructure, landscaping, parking, signage and lighting improvements would be part of the project. The auto showroom and service center would further business development in the auto mall district. No deterioration or blight is expected to occur as a result of this proposal. saERCwalker City of Renton P/B/PW Department Administrative Site Plan Approval& Environn 11 Review Committee Staff Report • WALKER SERVICE CENTER&SHOWI____N LUA-02-078, SA-A,ECF REPORT AND DECISION OF JULY 30,2002 Page 10 of 11 XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental (SEPA) Review and Administrative Site Plan Approval for Walker's Service Center and Showroom, Project No. LUA-02-078, SA-A, ECF. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review, provided all advisory notes and conditions of approval are complied with. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 8. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area— Valley(EAV). 5) Zoning: The Site Plan as presented, complies with the zoning requirements and development standards of the Commercial Arterial (CA) Zoning designation and Auto Mall Area A. 6) Existing Land Use: Land uses surrounding the subject site include: North: Commercial property (Saturn Auto Dealership); East: Industrial (Bryant Motors) and existing right-of-way (Lind Avenue); South: Interstate 405 (existing freeway right-of-way); West: Residential properties, (zoned IM). E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton, provided all advisory notes and conditions of approval are complied with. 2) The proposal complies with the Comprehensive Plan designation of Employment Area—Valley (EAV); and the Zoning designation of Commercial Arterial (CA). F. Decision The Site Plan for Walker's Service Center & Showroom , File No. LUA-02-078, SA-A, ECF, is approved subject to the following conditions: 1. The applicant shall revise the landscape plan to replace the three Scarlet Oaks trees, located along the SW 1 2tn Street frontage, with Red Maples, of comparable size and caliper, to match the north side of the SW 12`h Street landscape. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. 3. The applicant shall submit a lighting plan showing the type and location of parking lot and outdoor sales area lighting. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of building permits. saERCwalker • City of Renton P/B/PW Department Administrative Site Plan Approval& Environn 11 Review Committee Staff Report • WALKER SERVICE CENTER&SHOW__ __N LUA-02-078, SA-A, ECF REPORT AND DECISION OF JULY 30,2002 Page 11 of 11 EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: AL(xci (V Neil Watts, Development Services Director Date TRANSMITTED this 5`h day of August,2002 to the owner, applicant and contact: (owner) DNC Investments LLC 720 Rainier Avenue South Renton,WA 98055 (applicant) Dale Walker, Managing Partner DNC Investments LLC 720 Rainier Avenue South Renton,WA 98055 (contact) Andrew Orsen Hansen, Hansen &Johnson Architects, PLLC PO Box 1008 Sumner, WA 98390 TRANSMITTED this a day of August,2002 to the following: Jennifer Henning, Development/Planning Larry Meckling, Building Official Larry Rude, Fire Prevention Kayren Kittrick, Public Works Division Lawrence J.Warren, City Attorney South County Journal Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM August 19, 2002. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. saERCwalker • • ��•,i•'�•,' CODE RFWIREMFNTT JvTFND. i'•�'.. -'- Affir i ..�•.�• 1 la soma M1W6 a IDF er° ix Teas o a on, Hanson, J ,IIIPM'Fs, ,� /••'•.� ' _----- - S[IlIRe1E WQFR/l1aE K1 0 0... LLv2 E Hansen and j w i ni I ' 1' eaelik +tl IeeeLef e e R.5 SUER 11bm¢. euae N::':::::I_ -- I>:':': �•� Johnson RIOT.SO'mew j "1. 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EM WALKER'S SERVICE CENTER 4 SNOW ROOM 1811I"9 A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION IS, TOWNSHIP 23N, RANGE 5E, W.M. w z CITY OF RENTON, KING COUNTY, WASHINGTON ( /- ,:.Br � :\ . 'CC CD wQ C fie 1 I Hi ,, s�aan,3 1 e.�amng r , �' 1 �x sa x,1nn�. 11 — I ' I �I,;---- I "_1 FOR SITE PLAN REVIEW ONLY t ! Op £ I L.-;_s� 1 d."I„"„", "--" NOT FOR CONSTPoICTION za I _ i s /if. 9 j 1,7am : /(�� �._ DJILDMG I yp A 10 I ,_ _ _ _ _ ly' - a CALL!BEFORE'MU DIG k 1 �B' — 1-800-424-5555 H. 1 lr /10110 -:- 40)\,.... ipi„.. „......,.Ali_.....001:- , ...---- . I �� .gyp - I ..� - Now 113131 A :/.._ ��i � 1 --- SEGA g`_"�`,� Engineers A,.:., 1; --Ijr 9frueler.l t Cl.il Con.ul4nB En{inaen 5 _ c' I 2xvxe s6 9i 9t.w s[ B1.k B�moea•uWOB�no_otB ——— 1 a _a_ .. 1 z<e ow)B_-iuv•Bax B__mw " tI' � RECOMMENDED FOR APPROVAL 't li. ._.._ e_... e. 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CITY OF RENTON, KING COUNTY, WAS1-1INGTON ..— Z CI- - ,, .....-•v----v Ill I- '' ja:: - Z L.LI I-L, 0 M *\ / ifiTr.r.r. ., _----- i- , _•:•k,:::--Y /:5 1--1 1,.._0 / .---- • . LLI vs S150 ----r- 'r: ,i , • ! (.$) M ________--)i.. • — ..-....;..:4.:44tx••••; _ _ .._ .: . . . : r..;___.. _ 1 ,c,,,.• i . . , Y 6-1 -> i'..—-:.--"'--:-! " i ! • I . • . . . , < W . 1,,,,,x•...... ; .!) !51.0w2tn. • it,, . :ii ;____J_____., • . • 1 :. I ::- . 1 ; ; CALL BEFORE YOU DIG 1-800-424-6685 fr-.Z .• I _ .--;,:-`"..• 1 ! _1.———— —— 11-—- T- E-. . . '—:-- I ;I KEY NOTES ------ ,_ -- -- --' >1132:15,0R.PRIVEILIZTR02175:SIR:AL 1.1 e WIILMAI RM. I 1 1 ..;I•e• i R>SAACUt ESIST1.4 PAVE113.41 AND EXTEND APRALT TO MY CURB MO(AMR.SEE i EQ)13 _......--•-• ' • IT • I i v q I • .. :ler: J1--- • ., .. _ ------.--------- E>INSTALL MU CURE kr,GLITTER PER DETAIL kW [•OZOBTRLCT WU 4,1.PER C.,OF SWUM STAA3.13 CSTAIL5 MAT. 6/.6,ATia/5 AT E315T11*50SILUAK ! ...--------- ------ I r>WALL CMS I CATCH BASK CD Rl. 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SCALE:1.,30 FEET NM& W '••01 4°' IT DATE 0 5 30 60 L 5EE ANCRITECILRAL DRAILI/G6 FOR LLOWZONTAL 001OROL kV M315 / 1101.SHOW LI 1 SEE SLEET CIO FOR GELATRAL 1/01E6 3 P073101.110 11.31.BE REWIRED TO DE1ERVE F ROAM.BASE AD KENAP WALKER'S SERVICE CENTER 9fET T4 30130RADE IN NB AREA COMM UN CITY OF ReCOR ROAD WM.. '! ek C 5.0 Ilt COY OR F1SCON LOLL DELINEATE 13E LOCATION OF lCITT ALL/G 77: - A.g . RattRAGE • F3 - 113N R5E W 1/2 . , ,, r-----r-r— / 1 Ivk\\ C A A 7tiff St. I i ii TIM IM im IM CA 1 Cy , ci:, _ __________F-----r—--I ____ / . ! [---c -- 1 i)) ._ .__. __._ .__,_ _ __ _ )-., i 7 '---,,' 'i -. i Cn - - ---- .. .. . . -gr:C L ---.-- C A 1 _ ct ., I.----- 1- - 1.-- ----- ------ 0 § I M --.1._1-A--.... c A _i,--------- 1M ___---r--,-1-,-es-Ai -sti aY II M SIN . ik'll Sk" SIN u f----j c A AL__°_%ai- OIL•A \ eill__________• . 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See Appendix 71 Resource Conservation 1-1 Center Neighborhood* maps. For additional regulations in Overlay Districts. please see RMC 4-S. niResidential 1 Wait I—I Center Suburban* 1-1 Residential 5 du/ao F-1 Center Downtown* (P) Publicly owned "I Residential 8 du/ac FT Center Office Residential ---Renton City Limits I 4PO4 1 Residential Manufactured Rome. CDMMIRCAL -.-.-.-Adjacent City Limits Residential 10 du/ac 1-1 Commercial Arterial* ammos Book Pages Boundary r---i IR-14 I Residential 14 du/so Commercial Office. KROLL I RN-I I Residential Multi-Family Infill I-1 Convenience Commercial ni Residential Multi-Family Neighborhood Center INDuRmim PAGE# PAGE ni Residential Multi-Family Suburban Center T-I Industrial - Heavy SECT/KM/H/RANGE F-1 Residential Multi-Family Urban Center. PT industrial - Medium INDEX I IL i industrial - Light . . CITY OF RENTON DEVELOPMENT SERVICES DIVISION INTERPRETATION/POLICY DECISION MUNICIPAL CODE SECTION: RMC Section 4-3-040D, Development Standards for Uses Located within Auto Mall Improvement Districts; Landscaping-Street Frontage Landscaping Requirements; Resolution 3182. REFERENCE: NA SUBJECT: Auto Mall District, Area A, Street Frontage Landscaping Requirements BACKGROUND: The city has received a proposal for an auto showroom and service center in the Auto Mall Improvement District, Area A. The street frontage landscaping requirements for lots which abut Lind Avenue SW require a 15 foot wide landscape strip that includes a 30 inch high berm and red maples, planted 25 feet on center. The subject site does abut Lind Avenue SW; however the street is at an elevated grade to the site. JUSTIFICATION: Section 4-3-040D states that "the street frontage landscaping requirements for lots which abut Lind Avenue SW, and other identified streets, require a 15 foot wide landscape strip including a 30 inch high berm and red maples, planted 25 feet on center." The Auto Mall Improvement Plan, Resolution 3182, approved April 8, 1996, is used as a development guide during review of private proposals located in the District. Compliance with the Plan ensures a coordinated plan; however the Plan's objective of encouraging perimeter landscaping does specifically state that flexible requirements are necessary to meet the intent of this element. Most of the perimeter landscaping is located in existing rights-of-way and a limited amount of private property would have to be dedicated to meet the objective. Lind Avenue SW, to the south of S. Grady Way, becomes an overpass where it meets Interstate 405. The roadway is at a considerably higher elevation than the subject site and the lot at this location is not visible from Lind Avenue SW. A berm and trees would not effectively address the development standard at this specific location. A 15 foot wide landscaped strip of lawn is proposed. DECISION: The property owners of lots within the Auto Mall Improvement District Area that abut a street frontage requiring perimeter landscape improvements and that are also below street grade, where such improvements would not effectively address the intent of the perimeter landscape requirement of a 30 inch berm and red maple trees, in lieu or said requirements, be required to work with City staff to find a reasonable landscaping alternative specific to the site. ZONING ADMINISTRATOR: fi),( L DATE: 7/.312O2-- APPEAL PROCESS: This administrative determination will be final unless a written appeal of this determination is filed with the City's Hearing Examiner within 14 days of the date of this decision. See Section 4-8-11 of the Renton Municipal Code for further information on the appeal process. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 16, 2002 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3,2002 RECEIVED CITY or NTnA APPLICANT: Dale Walker PROJECT MANAGER: Susan Fiala PROJECT TITLE: Walker Service Center&Showroom WORK ORDER NO: 77007 JUL IQ y 1L,;L/ LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and 1-405 BUILDING 0IVISIpN SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display,signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ov6,0,4_,Zei, .t 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 nformation is neede to properly assess this proposal. 2 u.� as z, o o Signature of Director or Authorized Representative Da routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: SUrb„Ice/tlJ 015-1-2 t r COMMENTS DUE: JULY 16, 2002 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3,2002 DEVELOPMENT SERVICES CITY er RENTON APPLICANT: Dale Walker PROJECT MANAGER: Susan Fiala PROJECT TITLE: Walker Service Center& Showroom WORK ORDER NO: 77007 JUL 0 5 1UO2 LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and 1-405 RECEIVED SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking,auto display,signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 1 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS f 1 1' 4 tiliii(f We have reviewed this application with particu r attention to those areas in which we have expertise and have identified areas of probable impact or areas where additioj/ial information is needed properly assess this proposal. lki1.414r--- tlU Jz_/ Signature of Director or Authorized Rep esen ative Date routing Rev.10/93 CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: July 19,2002 TO: Susan Fiala FROM: Rebecca Lina STAFF CONTACT: Don Erickson J SUBJECT: Walker Service Center&Showroom, SW 12th between Lind& Seneca Ave SW;LUA-02-078, SA-A,ECF The applicants are proposing to construct a 17,195 square foot, one-story structure showroom and service facility, with a small 2,460 square foot second story office. The site is an irregularly shaped 2.1-acre parcel, located between Lind Avenue SW and Seneca Avenue SW, south of SW 12th Street and north of I-405. The site is a portion of the downtown area designated Employment Area—Valley, as shown on the Comprehensive Plan Land Use Map. It is zoned CA, Commercial Arterial and is located within Area A of the Auto Mall. Relevant Comprehensive Plan Land Use Policies: Policy LU-212.2. Compatible and related land uses should be encouraged to locate in proximity to one another. Policy LU-212.6. Developments should be encouraged to achieve greater efficiency in site utilization and result in benefits to users with techniques including: a. shared facilities such as parking and site access,recreation facilities and amenities; b. an improved ability to serve development with Policy LU-212.19. Street trees and landscaping should be required for new development within the Valley to provide an attractive streetscape in areas subjected to a transition of land uses. Policy LU.-212.21. Vehicular connections between adjacent parking areas are encouraged. Incentives should be offered to encourage shared parking. Streetscape Policy LU-291. Beautification and screening of parking lots should be encouraged through appropriate landscaping,fencing and berms. Policy LU-300. Signs should be regulated as an integral part of architectural design. In general, signs should be compatible with the rest of the building and site design. Policy LU-303. Lighting fixtures should be attractively designed to complement the architecture of a development and the site,and adjacent buildings. H:\EDNSP\Interdepartmental\Development Review\Green File\Comments\Walker Service Center&Showroom.doc\d A • Policy LU-313. A variety of architectural design and detailing should be encouraged as long as site functions connect to adjacent development. Innovate use of building materials and finished should be promoted. Analysis: In terms of minimizing curb cuts and sharing access the site has three 25' wide curb cuts and shares an access with the parcel to the northwest of the proposed new showroom/service center. The ± 29-foot easement appears to provide internal circulation among adjacent parcels. The applicant's site plan indicates that the perimeter of the site where it abuts Seneca Avenue SW and a portion of SW 12th Street would be planted with Scarlet Oaks 24 feet on center. This latter is not consistent with the landscape requirements for Area "A" of the Auto Mall as specified in Section 4-3-40D. Street trees should be Red Maple (Acer robrum) planted 25-feet on center in a 30-inch high berm. Some internal landscaping has also been provided for the southern parking lot. The site plan indicates that 5 Columnar Sargent Cherry trees will be planted in this area. Thus it would appear that the proposal generally complies with Policies LU-170,LU-174, and Policy LU-291. Recommendation: Support this proposal with compliance for Area "A" landscaping and berming. Also, seek additional information on exterior signage and lighting. Staff believe that more substantial landscaping in terms of size and quantity of materials would also make this a better project. No adverse environmental impacts were identified. cc: Don Erickson H:\EDNSP\Interdepartmental\Development Review\Green File\Comments\Walker Service Center&Showroom.doc\d OSMCDPA4ENT p CITY OF RENTON MEMO �� OF oNN,NG UTILITY PLAN REVIEW JUL 2 3 2002 RECEIVED TO: Susan Fiala FROM: Arneta Henninger X7298 4;13k DATE: July 17, 2002 SUBJECT: Walker Service Center Application Review LUA 02-078 506 SW 13th Street I have completed my review on this application located in Section 19, Twp. 23N, Rng 5E and have the following comments. WATER 1. This project is not located in the Aquifer Protection Zone. 2. The proposed project is located in the 196 water pressure zone. The static pressure at the street level is approximately 70 psi. 3. There is an existing 6 inch water main fronting the site in SW 12th St, an existing 6 inch water main in Seneca Ave SW and an existing 6 inch watermain in SW 13th St. 4. Per the City of Renton Fire Marshall the preliminary fire flow required is 4,000 GPM with an automatic fire sprinkler system. This project is required to extend approximately 600 feet of 10 inch water from the SE property corner (Bryant Motors), west along SW 13th St and north along Seneca Ave SW to SW 12th St to meet the fire flow demand. 5. Four hydrants are required to serve this site. A primary hydrant must be located within 150 feet of the structure and three hydrants are required to be within 300 feet of all structures. 6. Existing hydrants counted as fire protection are required to be brought up to current code including retrofitting with a quick disconnect Stortz fitting if not already in place. 7. Water System Development Charges of $0.154 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. SANITARY SEWER 1. There is an 8-inch sewer main in SW 13th St, an 8 inch sewer main in Seneca Ave SW and an 8 inch sewer main in the east and west vacated alley located between SW 12th St and SW 13th St. 2. The existing 8" concrete sanitary sewer pipe shall be replaced with 8" PVC in steel casing a minimum of 10' each side of the new building footprint. Walker Service Center Page 2 07/22/02 3. The project is required to install a separate sanitary sidesewer connection to serve the new building. 4. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 5. If floor drains are required the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. 6. The Sanitary Sewer System Development Charge (SDC) of $0.106 per square foot of gross site area is required. This is payable at the time the construction permit is issued. SURFACE WATER 1. There are existing storm drainage facilities in SW 12th Street. 2. A conceptual storm drainage plan and drainage report was submitted and is under review at this time. The drainage plan submitted includes provisions for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. There will be additional comments as supplemental information is provided at the time of the detailed plan review on this project. 3. The Surface Water System Development Charge is required for this project. This fee is $0.183 per new impervious surface square footage as reflected in the final design. This is payable at the time the utility permit is issued. TRANSPORTATION/STREET 1. The traffic study submitted by the applicant is currently under review. 2. The traffic mitigation fee of$38,725.26 shall be paid prior to issuance of a building permit. 3. This project will be required to install curb, gutter and sidewalk in Seneca Ave SW and in SW 12th St along the full frontage of the parcel being developed. 4. Street lights, per City of Renton standards, may be required if lighting levels are not currently met. The applicant shall submit the calculations with the engineering utility plans at the time of plan review. 5. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All civil engineering plans shall be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control Network. Walker Service Center Page 3 07/22/02 3. 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. CC: Kayren Kittrick Ref.W2152,W695,W2762 Cx7 ont- • �1 if ice•.}}y}!Y}v:}r,..}!t;:•• L'ir, r - '•�,, {Y }R 1. 1M Sri..•..; C �-:b' "'. \ Vr .. ... ................ .-:....:._..._:....-..._.:..__::.A.....:...:�.v:::-:v-:.:_:-:�:�:s._.. :..:_:-..:-:�4y:vs_.�:-:v:�iE-:--:i?4:i'!:-..w a:fv{_�:rSia4ic):F- - -^6:v::�:Ai+`�_-riti:'!`:"w?:mG=.`:..'�Sii. .ivG'.vi.}fwrv.�.'�.`.J:.�Orrn.v}h tv - __ "w_-f-0:-..-_v_w:v}:rx.�x.;._.:..{.fir:-Fr::v vh_n:}•:-_:4;n:r.,.....lyi v�::.iivvgiipiE.:r_:iyii.4-i •x•1g:._vv:v'!i�x{i-•a;....-Y iN ...-?l.v;,:^:��.:}.i.'v...v v.,.::..v.7.n.••:. v- �.. �=:-�.�i:.v-���"fA� 4 _ - - -"i<:-.^w.:�:a•4i.}Z:x _ -\.. < � .r. j� KJ. _ .,•.W==�1�r-i='in�'v-iy:�r'r. ,:Y..•-<c:':::.�•ro:H Y_..v-v':.J_`•-: - - R r. v,Y' � - 9 :a: •'!-�• .-'-s:-r::-.v'v-:_'':_i'.{�-v: :F: :a.`- +t y. Q l:-`Sf L EET—l:'-<::-:--•:v:1 l-r:._Fi yfi,,; _:a:_..);,c->:�--.:=..-.:�:x:�.c:>,w:�f_.}.�.n.7-Sy°'3i.-..::.x.✓-..y.:}.:�•o-�a.:.:.;r:r�w�: _.rtrr- • ';'r"ti;:g':`:?::ir>r•.::::k..::_..............................f.....:........_......................... Project Name 16Pk (L S tt,)vi cc_ e•eiviTt-T-• Project Address `3'tt).1a-'\AA/`-‘7,ect LA— EDpl, SLR 1. A'''' Si Contact Person Address Phone Number Permit Number L`'A - 0 ,- L'JP) Project Description t 7/SCE% Avv Se `JI Ck= C W2_ `4- St (2 A, W J r N .TUClNL \'1 I b 5 5� e. c ) Land Use Type: Method of Calculation: ❑ Residential ❑ ITE Trip Generation Manual ,', t -° o ❑ Retail 0 Traffic Study Coy\s;sTVOX <,,-31 0 nkaZ l.V., ;-11r; ❑ Non-retail 0 Other 2\ 2, 1 -VtitfS 1 v 0-DO Calculation:Calculation: ch1 ,3`-\ A' 15 = PV, 1 )5 , a Transportation Mitigation Fee: 3 ) 1 A5. . Calculated by: nC Date: 1 -) X1''r Account Number: ' • Date of Payment City of Renton Department of Planning/Building/Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:co nS_kYv„ n SQ.,/ V iL-e‹, COMMENTS DUE: JULY 16, 2002 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3,2002 DEVELOPMENT SERVICES CITY OF RENTON APPLICANT: Dale Walker PROJECT MANAGER: Susan Fiala PROJECT TITLE: Walker Service Center&Showroom WORK ORDER NO: 77007 JUL + 0 J 2001 LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and 1-405 RECEIVED SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display,signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 1 Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 1 B. POLICY-RELATED COMMENTS /V .. C. CODE-RELATED COM E TS _ 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 e additional information is needed to properly assess this proposal. Si nature of Dire r or Authoriz d Repres entative Date routing Rev.10/93 s City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r , i i:� L. uti ig r1 r t re P rQJaM{inA COMMENTS DUE: JULY 16,.i002 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3, 2002 i 1 APPLICANT: Dale Walker PROJECT MANAGER: Susarh Fiat'' JUL — 8 J PROJECT TITLE: Walker Service Center& Showroom WORK ORDER NO: 77007 1 i CITY Of aCNTON LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and_M05 _.__ T SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 1!, Energy/ Historic/Cultural Natural Resources Preservation Airport Environment ' 10,000 Feet 14,000 Feet 4.) B. POLICY-RELATED COMMENTS li/I C. CODE-RELATED COMMENTS 0_ 6 04 ni e 5 el,/ We have reviewe this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informatio eeded to properly assess this proposal. �61 -ram 7/0 Signature of ector or Authorize epr ntative Date routing Rev.10/93 TY ti O ® , CITY OF RENTON � FIRE PREVENTION BUREAU MEMORANDUM DATE: July 9, 2002 TO: Susan Fiala, Senior Planner FROM: Jim Gray, Assistant Fire Marshal ( /- SUBJECT: Walker Service Center & Showroom, SW 12 St. MITIGATION ITEMS; 1. A fire mitigation fee of$10,220.60 is required based on $.52 per square foot of the building square footage. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 4000 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of the sprinkler and fire alarm systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot inside. 4. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 5. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pc k-S COMMENTS DUE: JULY 16, 2002 APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3, 2002 APPLICANT: Dale Walker PROJECT MANAGER: Susan Fiala l PROJECT TITLE: Walker Service Center&Showroom WORK ORDER NO: 77007 LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12'h and 1-405 SITE AREA: 92,172 SF I BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 _ I Air Aesthetics 1 Water LightGlare 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 F et i,-r� B. POLICY-RELATED COMMENTS41/1,e 7 Q i/ L�e� //u / ,4l6°' . C. CODE-RELATED COMMENTS , \V4/te_ a/14--n'O '47)/11/° 6 have expertise andhave identified areas of probable impact or We have reviewed this application ith particular attention to those areas in which we a e e pert se a d p a p areas wh e additional informatio i needed to properly ssess this proposal. / 7 is70d- _ Signa re o rector or A tho zed RepresentativeDate routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �7 ✓\ f)-�1Jejr . COMMENTS DUE: JULY 16, 2002 L L o vH c (� APPLICATION NO: LUA-02-078, SA-A, ECF DATE CIRCULATED: JULY 3,2002 'r '.; APPLICANT: Dale Walker PROJECT MANAGER: Susan Fiala PROJECT TITLE: Walker Service Center&Showroom WORK ORDER NO: 77007 JUL 3 2002 LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and 1-405 l l SITE AREA: 92,172 SF BUILDING AREA(gross): 19,655 SF SUMMARY OF PROPOSAL:The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site.The project would include the construction of a one-story structure with a mezzanine and associated parking, auto display,signage, utilities and landscaped areas.An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street.The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. 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 Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date routing Rev.10/93 n. CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: WALKERS NEW SERVICE CENTER — SW SENECA & SW 12TH ST. 1' APPLICATION NO: 1-lit • SP " r 10= The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER SEE ATTACHED .� pt. d C � r� • fa ''ijr,�,tctt.t� c DA '44% Gym 4 4Z1- <Ci!or (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, 9_ 1e_ G Git)ke., , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑�;c- •=ram'ecordrs j C. y Assessors Records dz419 , Si ne•/ , -���i Date (Applicant) NOTARY ATTEST ub cribed and sworn before me, a Notary Public, in and for the State of Washington, residi rat I N ,v Kiy y (1)(4.s M- on the "hN day of J t`t\I i. _, 20r:2_ i Sig ('f tary Public) ***For City of Renton Use**** CERTIFICATION OF MAILPJ ARILYN KAMCHEFF NOTARY PUBLIC I,f- idvo¢ 0 1 i4ui hereby certify that notices of the protkostrymprowtoittgyromi ed to (City Employee) �( ! COMMISSION EXPIRES '✓� each listed property owner on (h 3 OZ . 1 JUNE 29, 2003 Date: 1 - i 5 1 U 2 Signed �' �1s'� NOTARY ATT ST: Subscribed and sworn before me,,,.a, Notary Publi in a for the State of Washington residing a cP on the / y Lday of ,20 ()_ Signed 2/n I lJO listprop.doc MA YN KAMCHEFF REV 03/00 MARILYN KAMCHEFF NOTARY PUBLIC MY APPOINTMENT EXPIRES:6-2943 STATE OF WASHINGTON COMMISSION EXPIRES 2 1 JUNE 29, 2003 (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification 1, )e- G )ke , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ C• •=Or'ecords •• . s . y Assessors Records % • ✓ /��/ Dated24)) _ � Signe•/ . (Applicant) NOTARY ATTEST ubscribed and sworn before me, a Notary Public, in and for the State of Washington, residi at i kk,4:-1 a0►-19-'11 tiAS on the f?-`/1P-day of ,I t-',\)t 20%^2-- Sig - �� tary Public) ****For City of Renton Use**** CERTIFICATION OF MAILING I, , hereby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on Signed Date: NOTARY' • ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing at on the day of ,20 Signed listprop.doc REV 03/00 2 • 1 I� .Q-1I,.s.01! coI 1 5'r . -0190p1 �rolr� ! .�lMC 0 Ir `� • °r ell T N,sit \00- 1; t,r2 \y ° re.r,,� t �.9 REJR 'i j ,.µr7A `I .N n. Q% • .,,... n n'.� ^ •'i / K• i ak,,p� G9' -L�_✓,.rron,'n' GPApY r r•. 1 N - "'It'll!' " ; wI �..++ gt • "' +,n�.i.✓ if d C" �•r .. �G..? ' • `'w nll! e` z in Y.s` SW.IOSH m ,,,s.� Lvp°t-n+ ; - 1 sly • a,..Y••" rs +.r♦AM1t �'.� (t•7 f w+ dl ...:) a'•. { POW e ^ ' �'�, 1.Y.. 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I I. 31 1 :#....3. r4� 1 MetroScan/King (WA) Parcel Number Owner Name Site Address YB Owner Phone 334040 3805 Wapo Investments Llc 1415 Maple Ave SW Renton 98055 1992 334040 3945 State Of Washington *No Site Address*Renton 334040 4030 D/C Investments 515 SW 13Th St Renton 334040 4035 Frank Powers Family Llc 500 SW 16Th St Renton 98055 1963 334040 4035 Frank Powers Family Llc 500 SW 16Th St Renton 98055 1963 334040 4035 Frank Powers Family Llc 500 SW 16Th St Renton 98055 1963 334040 4147 Franceschina Wanda A Trustee 1201 Lind Ave SW Renton 98055 334040 4148 Franceschina Wanda A Trustee 505 SW 12Th St Renton 98055 1971 425-255-1858 334040 4149 D/C Investments Llc 511 SW 12Th St Renton 98055 334040 4150 D/C Investments Llc 511 SW 12Th St Renton 98055 334040 4215 D/C Investments Llc 519 SW 12Th St Renton 98055 334040 4220 Gaidjiergis Jeff J/Laurie K 513 SW 12Th St Renton 98055 334040 4225 D/C Investments Llc 1201 Seneca Ave SW Renton 98055 334040 4255 D/C Investments Llc 516 SW 13Th St Renton 98055 334040 4265 Hess James A/Carol M 506 SW 13Th St Renton 98055 1970 425-271-7182 334040 4285 Bryant William G/Karen F 501 SW 12Th St Renton 98055 2000 360-886-2790 334040 4395 Sheridan Properties L L C 325 SW 12Th St Renton 98055 1996 334040 4470 Timeless Holdings Partnership i 555 SW Grady Way Renton 98055 1994 334040 4590 Gotti Marguerite M -g� 1 n e ec 201 Lind Ave SW Renton 98055 1967 253-858-3138 Renter est-hle=Acid( 607 SW Grady Way Renton 98055 1983 334040 4730 Lanphere Enterprises Of Washingto 621 SW Grady Way Renton 98055 334040 4805 Buck Douglas M 620 SW 12Th St Renton 98055 334040 4845 Johnston George/Nancy 608 SW 12Th St Renton 98055 425-747-9265 334040 4855 Johnston George/Nancy *No Site Address*Renton 425-747-9265 334040 4865 Van Pham Truc 603 SW 12Th St Renton 98055 1943 334040 4870 Sandor Thomas R&Vera M 611 SW 12Th St Renton 98055 1942 334040 4890 Autohut Corporation 619 SW 12Th St Renton 98055 2000 334040 4900 Buck Douglas M/Claudia J 627 SW 12Th St Renton 98055 1947 425-228-0149 334040 4970 Washburn Charles 700 SW 13Th St Renton 98055 206-772-2550 334040 4995 Spinnaker Investment 616 SW 13Th St Renton 98055 334040 5005 Sandor Thomas R 600 SW 13Th St Renton 98055 1979 334040 5025 Sandor Thomas R 600 SW 13Th St Renton 98055 334040 5035 Sandor Thomas R 600 SW 13Th St Renton 98055 334040 5191 Holmes Michael J;Wiper Kara H 1415 Seneca Ave SW Renton 98055 1968 425-562-8188 II 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. 1 :hicago Title Farm Report/King (N Owner : Wapo Investments Llc Parcel# : 334040 3805 06 Site : 1415 Maple Ave SW Renton 98055 Sale Date : 07/22/1999 Mail : 4502 177Th Ave SE Bellevue Wa 98006 Sale Price : $2,800,000 Full Use : 195 Ind,Warehouse AsdV : $4,091,600 Lgl :BLK 22 LOT 16 THRU 25&HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 36,500 Ac: 1.88 YB:1992 Ph: 1 Owner : State Of Washington Parcel# : 334040 3945 07 Site : *No Site Address*Renton Sale Date : Mail : Sale Price : Use :000 *Unknown Use Code* Asd.V : $1,160 Lgl :BLK 22 LOT 44-45 HILLMANS Q : S : T: R : Bedrm : Bth F3H: / / Stories: BldgSF: Ac: YB: Ph: Owner :D/C Investments Parcel# :334040 4030 01 Site : 515 SW 13Th St Renton Sale Date :05/03/2000 Mail : 720 Rainier Ave S Renton Wa 98055 Sale Price : $417,500 Full Use : 309 Vacant,Commercial Asd.V : $417,400 Lgl :BLK 25 LOT POR HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .74 YB: Ph: Owner :Frank Powers Family Llc Parcel# : 334040 4035 06 Site : 500 SW 16Th St Renton 98055 Sale Date :01/15/1999 Mail : 2207 102Nd P1 SE Bellevue Wa 98004 Sale Price : Use : 101 Com,Retail Store Asd.V : $1,143,500 Lgl :BLK 25 LOT POR HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 14,620 Ac: 3.20 YB:1963 Ph: Owner :Frank Powers Family Llc Parcel# : 334040 4035 06 Site : 500 SW 16Th St Renton 98055 Sale Date :01/15/1999 Mail : 2207 102Nd P1 SE Bellevue Wa 98004 Sale Price : Use : 101 Com,Retail Store Asd.V : $1,143,500 Lgl : BLK 25 LOT POR HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 1,600 Ac: 3.20 YB:1963 Ph: Owner : Frank Powers Family Llc Parcel# : 334040 4035 06 Site : 500 SW 16Th St Renton 98055 Sale Date :01/15/1999 Mail :2207 102Nd P1 SE Bellevue Wa 98004 Sale Price : Use : 101 Com,Retail Store Asd.V : $1,143,500 Lgl :BLK 25 LOT POR HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 2,880 Ac: 3.20 YB:1963 Ph: Owner :Franceschina Wanda A Trustee Parcel# : 334040 4147 01 Site : 1201 Lind Ave SW Renton 98055 Sale Date : 12/17/1999 Mail : 1201 Lind Ave SW Renton Wa 98055 Sale Price : Use : 309 Vacant,Commercial Asd V : $87,500 j Lgl :BLK 26 LOT 18-19-20 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .15 YB: Ph: Owner :Franceschina Wanda A Trustee Parcel# : 334040 4148 00 Site : 505 SW 12Th St Renton 98055 Sale Date : 12/17/1999 Mail :6913 S 130Th St Seattle Wa 98178 Sale Price : Use : 195 Ind,Warehouse Asd.V : $154,700 Lgl :BLK 26 LOT 20-21-22 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 3,000 Ac: .17 YB:1971 Ph: 425-255-1858 METROSCAN.The Information Provided Is Deemed Reliable,.But Is Not Guaranteed. Jricago Title Farrar Report/King (y. __, Owner :D/C Investments Llc Parcel# : 334040 4149 09 Site : 511 SW 12Th St Renton 98055 Sale Date : 06/15/2000 Mail : 720 Rainier Ave S Renton Wa 98055 Sale Price : $360,000 11 Use : 309 Vacant,Commercial Asd.V : $75,600 Lgl :BLK 26 LOT 23-24-25 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: Owner :D/C Investments Lic Parcel# : 334040 4150 05 1 Site : 511 SW 12Th St Renton 98055 Sale Date :06/15/2000 Mail :720 Rainier Ave S Renton Wa 98055 Sale Price : $360,000 Use : 309 Vacant,Commercial Asd.V : $75,600 Lgl :BLK 26 LOT 24-25-26 HILLMANS Q :NW S : 19 T: 23N R :05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: Owner :D/C Investments Llc Parcel# : 334040 4215 08 Site : 519 SW 12Th St Renton 98055 Sale Date : 05/25/2000 I Mail : 720 Rainier Ave S Renton Wa 98055 Sale Price : $105,000 Full 1 Use : 309 Vacant,Commercial Asd.V : $37,800 Lgl :BLK 26 LOT 27 HILLMANS EARL1NGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .07 YB: Ph: Owner : Gaidjiergis Jeff J/Laurie K Parcel# : 334040 4220 01 Site : 513 SW 12Th St Renton 98055 Sale Date : 09/01/1995 Mail : 2447 SE Maple Valley Hwy Renton Wa 98055 Sale Price : $66,000 Full Use : 309 Vacant,Commercial Asd.V : $37,800 Lgl :BLK 26 LOT 28 HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E II Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .07 YB: Ph: 1 Owner :D/C Investments Llc Parcel# : 334040 4225 06 Site : 1201 Seneca Ave SW Renton 98055 Sale Date :04/06/2000 Mail : 720 Rainier Ave S Renton Wa 98055 Sale Price : $200,363 Full Use : 309 Vacant,Commercial Asd.V : $203,800 Lgl : BLK 26 LOT 29 THRU 34 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .39 YB: Ph: Owner : D/C Investments Lic Parcel# : 334040 4255 09 Site : 516 SW 13Th St Renton 98055 Sale Date : 04/28/2000 Mail : 720 Rainier Ave S Renton Wa 98055 Sale Price : $190,000 Full Use : 309 Vacant,Commercial Asd.V : $75,600 Lgl : BLK 26 LOT 35-36 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: Owner :Hess James A/Carol M Parcel# : 334040 4265 07 Site : 506 SW 13Th St Renton 98055 Sale Date : 03/21/1997 Mail : 968 Anacortes Ct NE Renton Wa 98059 Sale Price : $150,000 Full Use : 216 Ind,Service Bldg Asd.V : $155,200 Lgl :BLK 26 LOT 37-38-39-40 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 960 Ac: .27 YB:1970 Ph: 425-271-7182 Owner :Bryant William G/Karen F Parcel# : 334040 4285 03 Site : 501 SW 12Th St Renton 98055 Sale Date :03/31/1995 Mail : 25100 Roberts Dr Black Diamond Wa 98010 Sale Price : $89,000 Full Use : 195 Ind,Warehouse Asd.V : $348,900 Lgl : BLK 26 LOT 41 THRU 45 HILLMANS Q :NW S : 19 T: 23N R :05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 3,850 Ac: .31 YB:2000 Ph: 360-886-2790 METROSCAN.The Information Provided Is Deemed Reliable,But Is Not Guaranteed. ` ::hicago Title Farm Report/King (h , Owner : Sheridan Properties L L C Parcel# : 334040 4395 00 Site : 325 SW 12Th St Renton 98055 Sale Date : 07/28/1995 Mail :PO Box 935 Renton Wa 98057 Sale Price : $625,000 Full Use : 161 Pub,Automotive,Retail Asd.V : $4,914,400 Lgl : BLK 22&LOT 1 THRU 11 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 36,889 Ac: 5.22 YB:1996 Ph: Owner :Timeless Holdings Partnership Parcel# : 334040 4470 08 Site : 555 SW Grady Way Renton 98055 Sale Date : 08/17/1994 Mail :PO Box 273 Issaquah Wa 98027 Sale Price : Use : 161 Pub,Automotive,Retail Asd.V : $1,214,900 Lgl : BLK 27 LOT 17 THRU 39 HILLMANS Q :NW S : 19 T:23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 8,881 Ac: 1.50 YB:1994 Ph: Owner : Gotti Marguerite M Parcel# : 334040 4590 03 Site : 1201 Lind Ave SW Renton 98055 Sale Date : 10/08/1998 Mail : 1718 Hilltop Rd NW Gig Harbor Wa 98335 Sale Price : Use : 216 Ind,Service Bldg Asd.V : $293,700 Lgl :BLK 27 LOT 40 THRU 46 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 5,000 Ac: .42 YB:1967 Ph: 253-858-3138 Owner :Renton West Inc Parcel# : 334040 4705 05 Site : 607 SW Grady Way Renton 98055 Sale Date :09/26/1990 Mail : 607 SW Grady Way#200 Renton Wa 98055 Sale Price : $1,100,000 Full Use : 106 Off,Oiice Building Asd.V : $1,266,600 Lgl :BLK 28 LOT 1 THRU 5&HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 4 BldgSF: 17,822 Ac: .54 YB:1983 Ph: Owner :Lanphere Enterprises Of Washington Inc Parcel# : 334040 4730 04 Site :621 SW Grady Way Renton 98055 Sale Date :02/12/1998 Mail :PO Box 4040 Renton Wa 98057 Sale Price : $340,000 Use : 309 Vacant,Commercial Asd.V : $392,000 Lgl :BLK 28 LOT 6 THRU 16 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .75 YB: Ph: Owner :Buck Douglas M Parcel# : 334040 4805 04 Site : 620 SW 12Th St Renton 98055 Sale Date :05/14/1997 Mail : 627 SW 12Th St Renton Wa 98055 Sale Price : $110,000 Full Use : 316 Vacant,Industrial Asd.V : $174,000 Lgl :BLK 28 LOT 21 THRU 25 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .33 YB: Ph: Owner : Johnston George/Nancy Parcel# : 334040 4845 06 Site : 608 SW 12Th St Renton 98055 Sale Date :04/28/2000 Mail : 820 W Lake Sammamish Pkwy NE Bellevue Wa 98008 Sale Price : $190,000 Full Use : 002 Res,Single Family Residence Asd.V : $101,000 Lgl :BLK 28 LOT 29-30 HILLMANS Q :NW S : 19 T:23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: 425-747-9265 Owner : Johnston George/Nancy Parcel# : 334040 4855 03 Site : *No Site Address*Renton Sale Date : 04/28/2000 Mail : 820 W Lake Sammamish Pkwy NE Bellevue Wa 98008 Sale Price : $190,000 Full Use : 038 Res,Mobile Home Park Asd.V : $42,900 Lgl :BLK 28 LOT 31-32 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .15 YB: Ph: 425-747-9265 METROSCAN.The Information Provided Is Deemed Reliable,But Is Not Guaranteed. Chicago Title Farm Report/King (I.__, Owner :Van Pham Truc Parcel# : 334040 4865 01 Site : 603 SW 12Th St Renton 98055 Sale Date : 07/30/2001 Mail : 603 SW 12Th St Renton Wa 98055 Sale Price : Use :006 Res,Single Family Res,Comm Zone Asd.V : $114,000 Lgl :BLK 29 LOT 1 HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : 2 Bth F3H: 1 / / Stories: 1 BldgSF: 720 Ac: .08 YB:1943 Ph: Owner : Sandor Thomas R&Vera M Parcel# : 334040 4870 04 Site :611 SW 12Th St Renton 98055 Sale Date :01/26/1987 Mail :600 SW 13Th St Renton Wa 98055 Sale Price : $47,000 Use :002 Res,Single Family Residence Asd.V : $70,000 Lgl :BLK 29 LOT 2-3-4-5 HILLMANS Q :NW S : 19 T: 23N R : 05E 1 Bedrm : 1 Bth F3H: 1 / / Stories: 1 BldgSF: 770 Ac: .26 YB:1942 Ph: I Owner :Autohut Corporation Parcel# : 334040 4890 00 Site : 619 SW 12Th St Renton 98055 Sale Date :09/17/1999 Mail : 619 SW 12Th St Renton Wa 98055 Sale Price : Use : 216 Ind,Service Bldg Asd.V : $164,200 Lgl :BLK 29 LOT 6-7 HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 2,280 Ac: .13 YB:2000 Ph: Owner :Buck Douglas M/Claudia J Parcel# : 334040 4900 08 Site :627 SW 12Th St Renton 98055 Sale Date : 11/01/1994 Mail :PO Box 28 Renton Wa 98057 Sale Price : $87,000 Full Use :002 Res,Single Family Residence Asd.V : $118,000 Lgl :BLK 29 LOT 8-9-10 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : 2 Bth F3H: 1 / / Stories: 1 BldgSF: 700 Ac: .20 YB:1947 Ph: 425-228-0149 Owner :Washburn Charles Parcel# : 334040 4970 03 Site : 700 SW 13Th St Renton 98055 Sale Date : 06/05/1992 Mail : 11017 Rainier Ave S Seattle Wa 98178 Sale Price . Use : 316 Vacant,Industrial Asd.V : $175,700 Lgl :BLK 29 LOT 22 THRU 26 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .33 YB: Ph: 206-772-2550 Owner : Spinnaker Investment Parcel# : 334040 4995 04 Site :616 SW 13Th St Renton 98055 Sale Date : Mail :2407 Garden Ct N Renton Wa 98056 Sale Price . Use : 316 Vacant,Industrial Asd.V : $69,900 Lgl :BLK 29 LOT 27-28 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: Owner : Sandor Thomas R Parcel# : 334040 5005 09 Site : 600 SW 13Th St Renton 98055 Sale Date :07/31/1986 Mail : 600 SW 13Th St Renton Wa 98055 Sale Price : $200,000 Use :009 Res,Single Family Res,Comm Use Asd.V : $190,800 Lgl :BLK 29 LOT 29 THRU 32 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 2,800 Ac: .28 YB:1979 Ph: Owner : Sandor Thomas R Parcel# : 334040 5025 05 Site :600 SW 13Th St Renton 98055 Sale Date : 07/31/1986 Mail : 600 SW 13Th St Renton Wa 98055 Sale Price : $200,000 Use : 316 Vacant,Industrial Asd.V : $7,500 Lgl :BLK 30 LOT 1-2 HILLMANS EARLINGTON Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .05 YB: Ph: METROSCAN.The Information Provided Is Deemed Reliable,But Is Not Guaranteed. w � ' Chicago Title Farm Report/King (I., Owner : Sandor Thomas R Parcel# : 334040 5035 03 Site : 600 SW 13Th St Renton 98055 Sale Date : 07/31/1986 1. Mail :600 SW 13Th St Renton Wa 98055 Sale Price : $200,000 Use : 316 Vacant,Industrial Asd.V : $7,500 Lgl :BLK 30 LOT 3 THRU 11 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: BldgSF: Ac: .06 YB: Ph: Owner :Holmes Michael J;Wiper Kara H Parcel# : 334040 5191 03 Site : 1415 Seneca Ave SW Renton 98055 Sale Date : 02/19/1998 Mail : 23 Vashon Ky Bellevue Wa 98006 Sale Price : $300,000 Full Use : 195 Ind,Warehouse Asd.V : $692,600 Lgl :BLK 30 LOT 33 THRU 37 HILLMANS Q :NW S : 19 T: 23N R : 05E Bedrm : Bth F3H: / / Stories: 1 BldgSF: 11,400 Ac: .92 YB:1968 Ph:425-562-8188 III i{1 ME7ROSCAN.The Information Provided Is Deemed Reliable,But Is Not Guaranteed. G1A .4, vp ■,, - Comments on the above application must be submitted In writing to Ms. Susan Fiala, Senior Planner, -jV.r0 Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on July 16,2002. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mall,contact the Project Manager.Anyone who submits written comments will automatically become a party of record and will be NOTICE OF APPLICATION notified of any decision on this project. AND PROPOSED DETERMINATION OF NON- CONTACT PERSON: SUSAN FIALA(425)430-7382 SIGNIFICANCE, MITIGATED(DNS-M) PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION i DATE: July 3,2002ryQ -- ..-_._._.__ _. l. LAND USE NUMBER: LUA-02-078,SA-A,ECF 1 1 jll i fl,•y?, -`"A r1 APPLICATION NAME: WALKER SERVICE CENTER AND SHOWROOM _ ®` V.Ht. gip i NI . ,...,....„! PROJECT DESCRIPTION: The applicant Is proposing to construct a 19,655 square foot automobile ' - showroom and service center on a 2.1 acre site.The project would Include the construction of a one-story I., gill v structure with a mezzanine and associated parking,auto display,sienna,utilities and landscaped areas.An existing structure on eke is proposed to be demolished-The site is located In the Auto Mel Overlay District and •� ill.[ INDUSTRIAL h �I 121 would be accessed via Seneca Avenue SW and SW 12th Street.The site is located et the southeast corner of -- 1�+a Seneca Avenue SW end SW 12th Street and north of 1305. I ` PARK NO.I ' .4 liel a Pej E PROJECT LOCATION: Betweetln Seneca Avenue SW and Lind Avenue SW and between iD n ,A SW 12 and Interstate 405 OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS-M):As the Lead Agency,the City of Renton - E/ • CA v S w+ t,4,t,jlQ�- 6,�s, has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as .w• se 'a-a",+;+S��i3S`i •• 1•�l" �iii Bjl• • permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS- 3t;ti�.it t ? ,�y 11+ E 0 M is likely to be issued.Comment pedotls for the project and the proposed DNS-M are integrated into a single comment - r ! 1145�S�6I3Sd • �s.11 s -'!f��' 1 period. There will be Sc comment period following the Issuance of the Threshold Determination of Non-Significance I: a 3I5CA 1 " Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. ,� r 1e�IF p�nH57�»". Itliti=• 1 tl ' Ii Fii . 7" ii7yy�v�M�7 1 :0 r- 9 r..7 1a 4 °P . i iiiiii IN 6 cif. • ii-' 77fI. i� '. t9h05,..PERMIT APPLICATION DATE: June 26,2002 "' NOTICE OF COMPLETE APPLICATION: July 3,2002 1.Itt 1 u l • .r°Y� Pena tsRieview Requested. Environmental(SEPA)Review,Administrative Site Plan Review r-,/ a�,e[[��- i a Other Penults which maybe required: Construction Permits,Building Permits a 1,G tee.,�w.GG v ,.. , Yews irrf Requested Studies: Environmental(SEPA)Checklist,Drainage Report,Geotechnical Report, ifY lt'rDMfili tiMiktfe l I w�u:7.t a - Treffic Study n 77 • - Ill • f Location where application may Pg Da reviewed: Planning/Building/Public Works Division,Development Services Department, •a� �G�i4� 1055 South Grady Way,Renton,WA 98055I: PUBLIC HEARING: N/A 1 .17..,..A. _CONSISTENCY OVERVIEW: I_- I! I- Land Use/Zoning: The subject sae is designated Employment Area-Valley(EA-V)on the City of I- ` - aa 'r.•.I 1I. Renton oningComprehensive PWn Laed Use Mop sad Area A Ov Arterial(CA)on tsa _ �,I I �I �Cays Zoning Map and is kcatetl in Aulo Mall Area A Overlay Dialricl These '°' .:designations permit suitable environments for auto-oriented commercial -� NEIONBORHOOD DETAIL MAP e..w development. \R we j 1• - 200' V I; Environmental Documents that Evaluate the Proposed Project: SEPA checklist If you would like to be made a party of record to receive further information on this proposed project,complete Development Regulations this form end return to:City of Renton,Development Planning,1055 So.Grady Way,Renton,WA 98055. Used For Project Mitigation: The project will be subject to the Cirys SEPA Ordinance,Zoning Code,Public Works Standards, Uniform Building Code, Uniform Fire Code and other File No./Name: LUA-02-078,SA-A,ECF/Walker Service Center&Showroom applicable codes and regulations as appropriate. NAME: Proposed Mitigation Measures: I. The applicant will be required to pay the appropriate Transportation Mitigation Fee. ADDRESS: 2. The applicant will be required to pay the appropriate Fire Mitigation Fee. TELEPHONE NO.: NOTICE OF APPLICATION NOTICE OF APPLICATION i CERTIFICATION I, E • wv. I , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on " SIA 1 ) 3 c 703Z Signed: • A1'1'EST:Subscribed worn byfore me,a Notary Pub 'c,in and fo e to of Washington residing i D.n ,on the day of c iC OD-. g.. F,:,- MARILYN KAMCHEFF MARILYN KAMCHEFF I It 11Y PUBLIC . APPOINTMENT EXPIRES:6-2943 STATE OF WASHINGTON COMMISSION EXPIRES . JUNE 29, 2003 c Y o NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, MITIGATED (DNS-M) DATE: July 3,2002 LAND USE NUMBER: LUA-02-078,SA-A,ECF APPLICATION NAME: WALKER SERVICE CENTER AND SHOWROOM PROJECT DESCRIPTION: The applicant is proposing to construct a 19,655 square foot automobile showroom and service center on a 2.1 acre site. The project would include the construction of a one-story • structure with a mezzanine and associated parking, auto display, signage, utilities and landscaped areas. An existing structure on site is proposed to be demolished.The site is located in the Auto Mall Overlay District and would be accessed via Seneca Avenue SW and SW 12th Street. The site is located at the southeast corner of Seneca Avenue SW and SW 12th Street and north of 1-405. PROJECT LOCATION: Between Seneca Avenue SW and Lind Avenue SW and between SW 12th and Interstate 405 OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: June 26,2002 NOTICE OF COMPLETE APPLICATION: July 3,2002 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Environmental(SEPA)Checklist,Drainage Report,Geotechnical Report, Traffic Study Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use/Zoning: The subject site is designated Employment Area—Valley (EA-V) on the City of >� Renton Comprehensive Plan Land Use Map and Commercial Arterial(CA)on the City's Zoning Map and is located in Auto Mall Area A Overlay District. These designations permit suitable environments for auto-oriented commercial development. Environmental Documents that Evaluate the Proposed Project: SEPA checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance, Zoning Code, Public Works Standards, Uniform Building Code, Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Transportation Mitigation Fee. 2. The applicant will be required to pay the appropriate Fire Mitigation Fee. NOTICE OF APPLICATION Comments on the above application must be submitted in writing to Ms. Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on July 16, 2002. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: SUSAN FIALA (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ' „ `-RENTO eras . . . •- - . .TEN `"r-- -- V'--7r --sr.--.—.-- --'------ 111.75, JLC.4CJJ4 < � � " Gait LN I- c, _ E Aoss :2A14.' ...: .. li W j _ H 1,,' EAR ___ �i a • •; . r . 1 N , Z__-3- 1 '. . I CI • �� 0I I. ' If INDUSTRIAL I - ;..' 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I NEIGHBORHOOD DETAIL MAP = wo ut is I 1" = 200' ztsl Acre i If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to:City of Renton, Development Planning, 1055 So. Grady Way, Renton,WA 98055. File NoJName: LUA-02-078,SA-A,ECF/Walker Service Center&Showroom NAME: ADDRESS: TELEPHONE NO.: NOTICE OF APPLICATION „ _;a,� CITY 1.,F RENTON y Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 3, 2002 Mr. Andrew Orsen Hansen, Hansen &Johnson—Architects, PLLC PO Box 1008 Sumner, WA 98390 SUBJECT: Walker Service Center&Showroom project No. LUA-02-078, SA-A, ECF Dear Mr. Orsen: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on July 30, 2002. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at(425) 430-7382, if you have any questions. Sincerely, ..1 ./:' Susan Fiala Senior Planner cc: DNC Investments LLC/Owner accep7anve RENTON 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer I,. • CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) I I PROJECT INFORMATION NAME: PROJECT OR DEVELOPMENT NAME: DNC INVESTMENTS LLC WALKER'S NEW SERVICE CENTER & SHOWROOM ADDRESS: 720 RAINIER AVENUE SOUTH PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: SITE LOCATED BETWEEN SENECA AVE SW AND CITY: ZIP: LIND AVENUE SW AND BETWEEN SW 12TH AND RENTON 98055 INTERSTATE 405 TELEPHONE NUMBER: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): (425) 226-2775 SEE ATTACHED LIST APPLICANT (if other than owner) EXISTING LAND �I USE(S): NAME: llSHEDS AND EXISTING JIM'S AUTO TO BE DALE WALKER, MANAGING PARTNER PROPOSED LAND USE((S): COMPANY(if applicable): NEW AUTOMOBILE SHOWROOM AND SERVICE CENTER DNC INVESTMENTS LLC EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: EMPLOYMENT AREA — COMMERCIAL 720 RAINIER AVENUE SOUTH PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable): NOT APPLICABLE RENTON 98055 TELEPHONE NUMBER EXISTING ZONING: COMMERCIAL ARTERIAL (CA) AUTO MALL AREA A (425) 226-2775 PROPOSED ZONING (if applicable): NOT APPLICABLE CONTACT PERSON SITE AREA (in square feet): 92,172 S.F. NAME: SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED ANDREW ORSEN FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE(if applicable): NOT APPLICABLE COMPANY(if applicable): HANSEN, HANSEN & JOHNSON — ARCHITECTS, PLLC ADDRESS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET P.O. BOX 1008 ACRE (if applicable): NOT APPLICABLE NUMBER OF PROPOSED LOTS(if applicable): CITY: ZIP: NOT APPLICABLE SUMNER 98390 DEVELOIJMhNT PLANNING NUMBER OF NEW DWELLING UNITW 'WIRpN TELEPHONE NUMBER AND E-MAIL ADDRESS: NOT APPLICABLE (253) 863-8126 ANNEX@HHANDJ.COM JUN 2 6 20[1? RECEIVED masterap.doc Revised January 2002 L l)v\ I )JECT INFORMATION (con____ued) NUMBER OF EXISTING DWELLING UNITS(if applicable): PROJECT VALUE: $1,761,000 NOT APPLICABLE SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS(if applicable): NOT APPLICABLE ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NOT APPLICABLE ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS(if applicable): 19,655 S.F. ❑ FLOOD HAZARD AREA sq.ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ GEOLOGIC HAZARD sq.ft. BUILDINGS TO REMAIN (if applicable): ❑ HABITAT CONSERVATION sq.ft. NOT APPLICABLE ❑ SHORELINE STREAMS AND LAKES sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ WETLANDS sq.ft. applicable): NOT APPLICABLE NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): FORTY (40) LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE NORTHWEST QUARTER OF SECTION 19 , TOWNSHIP 23N, RANGE5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES Check all application types that apply -- City staff will determine fees. ANNEXATION(A) $ SHORELINE REVIEWS COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ _CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE X ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) FINAL PLAT(FP) $ X SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ _SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ TEMPORARY PERMIT(TP) $ SHORT PLAT(SHPL-A,SHPL-H) $ _VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ WAIVER(W) $ TOTAL FEE $ OTHER: $ AFFIDAVIT OF OWNERSHIP I, (Print Name) , declare that I am (please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that 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) Notary Public in and for the State of Washington (Signature of Owner/Representative) Notary(Print) My appointment expires: masterap.doc Revised January 2002 05/29/2002 15:14 2538635854 HHJ PAGE 03/09 PROJECT INFORMATION (continued) NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $1,761,000 NOT APPLICABLE I IS THE SITE LOCATED IN ANY TYPE OF SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): NOT APPLICABLE ENVIRONMENTALLY CRITICAL AREA PLEASE INCLUDE SQUARE FOOTAGE(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NOT APPLICABLE 0 AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): 19,655 S.F. Li FLOOD HAZARD AREA sq.ft. ❑ GEOLOGIC HAZARD sq.ft SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ HABITAT CONSERVATION sq.ft BUILDINGS TO REMAIN (if applicable): NOT APPLICABLE ❑ SHORELINE STREAMS AND LAKES sq.ft NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if O WETLANDS sq,ft. applicable): NOT APPLICABLE NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): /(-) LEGAL DESCK,. Pose -IROPERTY (Attach legal description on separate shet. -gi( I 'wing Information included) �, .•. SITUATE IN THE NORTHWEST QUARTER OF SECTION 19 , , ,IP 23N, RANGESE , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES Check all application types that apply-- City staff will determine fees. v .._....a.,.,,.,-, _ ANNEXATION(A) S SHORELINE REVIEWS _COMP PLAN AMENDMENT(CPA) $ CONDITIONAL USE(SM-C) S CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) S NO CHARGE X ENVIRONMENTAL REVIEW(ECF) 5 _SUBSTANTIAL DEVELOPMENT(SM) S X GRADE&FILL PERMIT(GF) $ `VARIANCE(SM-V) 5 (No.Cu_Yds: ) S REZONE(R) S SUBDIVISION _ROUTINE VEGETATION S _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ X SITE PLAN APPROVAL(SA-A,SA-l-l) $ —LOT IJNE ADJUSTMENT(LLA) $ _SPECIAL PERMIT(SP) S _PRELIMINARY PLAT(PP) $ _TEMPORARY PERMIT(TP) 5 _ _SHORT PLAT(SHPL-A,SHPL-H) $ VARIANCE(V-A.V-H,V-8) S _ (from Section: ) 5 Postage: S WAIVER(W) 5 TOTAL FEE 5 - OTHER. s AFFIDAVIT OF OWNERSHIP I, (Print Name) C• , declare that I an (please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof o authorization)and that the foregoing statements and answers he • contained a information herewith are in all respects true and correct to the best of my knowledge and belief_ I�ygr1S th t 1!k or have satisfactory evidence that 1c�2 A I (�+� signed this instrument and acknowledged - it o be higher/their free and voluntary act for the uses and purposes , mentioned in the instrurn nt (Signature of Owner/Representative) Notary Public In and forth tate of Washington (Signature of Owner/Representative) RIMY __ t7y:tA; res: nns rnp.doc RcYiscd January 2002 10 Z 926 Real Estate Taxes Real Estate Taxes Payable in 2002 to: Location Billed to: 1111111611110 RV mig 15SG King County Treasury: D&C 334040-4220-01 513 SW 12th St Hillmans Earlington Gardens D&C 334040-4215-08 519 SW 12th St Hillmans Earlington Gardens D&C 334040-4225-06 1201 Seneca Av SW Hillmans Earlington Gardens D&C 334040-4030-01 515 SW 13th St Hilhnans Earlington Gardens D&C 334040-4255-09 516 SW 13th St Hillmans Earlington Gardens D&C 334040-4149-09 511 SW 12th St Hillmans Earlington Gardens D&C 334040-4150-05 511 SW 12th St Hillmans Earlington Gardens D&C 334040-4845-06 608 SW 12th St Do Not Pay Hillmans Earlington Gardens D&C 334040-4855-03 Hillmans Earlington Gardens D&C 334040-4265-07 Hillmans Earlington Gardens New this year 21001 Accrued Expenses 6/3/2002 BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 15, BLOCK 25, OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE N 01°14'53" E, ALONG THE EAST MARGIN OF SENECA AVENUE SW, 333.09 FEET TO THE NORTHWEST CORNER OF LOT 31, BLOCK 26, SAID PLAT; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF SW 12TH STREET, 117.56 FEET, TO THE NORTHEAST CORNER LOT 28, SAID BLOCK 26; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 28, 116.53 FEET, TO THE NORTHEAST CORNER OF LOT 35, SAID BLOCK 26; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF VACATED ALLEY, 120.00 FEET, TO THE NORTHEAST CORNER OF LOT 39, SAID BLOCK 26; THENCE N 01°14'53" E, ALONG THE EAST LINE OF LOT 24, SAID BLOCK 26, 116.53 FEET TO THE NORTHEAST CORNER OF SAID LOT 24; THENCE N 77°20'00" E, ALONG THE SOUTH MARGINE OF SAID SW 12TH STREET, 30.00 FEET, TO THE NORTHEAST CORNER OF LOT 23, SAID BLOCK 26; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 23, 216.54 FEET, TO THE SOUTHEAST CORNER OF LOT 40, SAID BLOCK 26; THENCE S 10°57'03" E, 60.03 FEET, TO THE NORTHEAST CORNER OF LOT 7, SAID BLOCK 25; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF VACATED SW 13TH STREET, 120.97 FEET, TO THE NORTHEAST CORNER OF LOT 3, SAID BLOCK 25; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 3, 116.91 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE S 86°12'20" W, ALONG THE SOUTH LINE OF SAID BLOCK 25, 391.33 FEET TO THE POINT OF BEGINNING. i fr Walker's New Service Center and Showroom Project Narrative June 25, 2002 1. Project Name: Walker's New Service Center and Showroom; 17,195 s.f., one-story, with 2,460 s.f. 2nd floor a. Size: an irregular shaped site, 92,172 s.f. b. Location: north boundary at SW 12th Street. West boundary at Seneca Avenue SW. East boundary at Lind Avenue. South boundary at Interstate 405. 2. Zoning: Commercial Arterial (CA), Auto Mall Area A for auto sales/dealerships with automotive service support. The proposed new facility will be both a showroom and service facility (will comply with existing zoning). 3. Current Use: vacant land (dirt field), except for existing Jim's Auto Repair Shop which is to be demolished by others under separate permit. Demolition will include asphalt pavement and chain link fencing around Jim's Auto. Southern portion of site has sparse grasses (fields are not upkept). a. Existing improvements: • 6"water main in SW 13th Street and Seneca Avenue • 8" sewer main in SW 13th Street, in Seneca Avenue, and in vacated alley between SW 12th and SW 13th Street. • City storm drainage system at SW 12th Street. • Fire hydrants at NE corner of Seneca and SW 12th and at NW corner of Seneca and 13th. Hydrant also at north side SW 13th • Power poles— south side at SW 12th and at SW 13th Streets; at east side of Seneca, and at vacated alley 4. Special Site Features: none; "flat" site. 5. Soil Type: "alluvial soils" (sand and gravel with silt and clay) low infiltration rate, poor drainage. 6. Proposed Use: new Subaru Service Center and Showroom. 1st floor is approximately 17,195 s.f. with approximately 2,460 s.f. 2nd floor "mezzanine". There will be an approximately 2,900 s.f. canopy at the customer/car drop-off area. a. Building height: high point is 22'- 4" at the ridge(all roofs are sloped) • Site is 92,172 s.f. • Building lot coverage is approximately 17,195 s.f. or 19% (maximum 65% allowed) • Landscaping setbacks: 15' at Lind Avenue; can be only lawn. 10' setback at Seneca Avenue and SW 12th and Interstate 405. (Can be lawn only at Interstate 405.) Other additional landscaping: 2.5% of gross area of site required: 14% provided. 5% required within 10,000 s.f. or greater at parking lot: 6% provided. • Screening for equipment and dumpsters provided DEVELOPMENT PLANNING CITY OF RENTON Hansen, Hansen, and Johnson Architects, PLLC JUN 2 6 20e7 RECEIVED Walker's New Service Cer and Showroom Project Narrative June 25, 2002 Page 2 of 2 fl • Accessible pedestrian connections from Seneca and SW 12th provided to main entry of building • Delivery truck unloads on grade, 45' back-up area required, 85' provided b. Parking required: • One space for every 5,000 s.f. of outdoor sales area (20,700 s.f.) =4 • One space for every 400 s.f vehicle service use (11,000 s.f.) =28 • One space for every 1,500 s.f. of storage area(4,375 s.f.) = 3 • A minimum of 3 to a maximum of 4.5 spaces for every 1,000 s.f. of office area (2,544 s.f.) = 8 to 12 • Parking required=43 to 47 • Parking provided=45 spaces, including (2) ADA accessible, of which one is van accessible 7. Proposed off-site improvements: a. Replace existing 6"water main at SW 13th Street and at Seneca Avenue with new 10" water main, connecting to existing 10"water main at SW 12th and Seneca and at 13th Street. b. Add new sidewalk, curb and gutter and landscaping along south side of SW 12th Street and along east side of Seneca Ave. SW 8. Estimated Construction Cost, Estimated Value: a. Construction cost: estimated at $1,761,000 b. Fair market value: estimated at $2,000,000 9. Estimate of Excavation/Fill: cut: approximately 400 cubic yards, fill: approximately 300 cubic yards, structural fill from local gravel pit 10. Trees: land is vacant, there are no trees on site. 11. Vacations and Easements: a. Alley between Lind and Seneca Avenues SW, SW 12th and SW 13th Street. Vacation of alley approved by Renton City Council on August 27, 2001 (Ordinance#4914, City easements to remain) See attached Ordinance#4914. b. SW 13th Street between Seneca Ave. SW and Lind Avenue SW. Vacation of this portion of SW 13th Street approved by Renton City Council on January 14, 2002. (Ordinance #4942, Utility easement is retained over entire right-of-way) See attached Ordinance #4942. 12. Temporary job trailers will be on site during construction, as well as self-contained portable toilets. These will be removed once construction is completed. E:\ARCHJOBS\Walker's New Service Ctr-01A23\Project Narrative doc r TT CAGO TITLE INSURANCE COMI 00 COLUMBIA CENTER, 701 5TH AVE •f SEATTLE, WA 98104 Order No.: 1042905 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: D & C INVESTMENTS, L.L.C. , A WASHINGTON LIMITED LIABILITY COMPANY EXCEPTIONS: SEE SCHEDULE B ATTACHED DEVELOPMENT;AL.; CITY OF RENNTCFI 1t J V:t . CHARGE: $200.00 TAX: $ 16.40 RECk "J Records examined to June 17, 2 002 at 8 : 00 A.M. CHICAGO T ITLE INSU NCE COMPANY By DARYL SAVIDIS Title Officer (206) 628-5623 • C •5-� {.HPLATA�12. �O.EK 11 JT 'AGO TITLE INSURANCE COW - Order No.: 1042905 If SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION LOTS 1 THROUGH 15, INCLUSIVE, AND LOT 43, IN VACATED BLOCK 25; AND LOTS 23 AND 28 THROUGH 40, INCLUSIVE, BLOCK 26; ALL IN C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1 BY DEED RECORDED UNDER RECORDING NUMBER 5438166; TOGETHER WITH THAT PORTION OF VACATED ALLEY ADJOINING SAID LOTS IN BLOCK 26, AS VACATED BY CITY OF RENTON ORDINANCE NO. 4914 RECORDED UNDER RECORDING NUMBER 20010906002177, WHICH WOULD ATTACH BY OPERATION OF LAW; AND TOGETHER WITH THAT PORTION OF VACATED 13TH STREET ADJOINING, AS VACATED BY CITY OF RENTON ORDINANCE 4942 RECORDED UNDER RECORDING NUMBER 20020207002539, WHICH WOULD ATTACH BY OPERATION OF LAW. ('IIIC V(JO TITLE INSURANCE COMPANA CHICAGO TITLE INSURANCE COMPANY rI OrderNo.: 1042905 SHORT PLAT CERTIFICATE kl SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. 1. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHP[ATB/031694/soc CI IIC:ACit TITLE INSURANCE COMPANY CAGO TITLE INSURANCE COMF Order No.: 1042905 SHORT PLAT CERTIFICATE tl SCHEDULE B (Continued) EXCEPTIONS 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Yj GRANTEE: PACIFIC TELEPHONE AND TELEGRAPH COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: PORTION OF SAID PREMISES WITHIN VACATED BLOCK 25 RECORDED: NOVEMBER 19, 1929 RECORDING NUMBER: 2572150 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: CITY OF RENTON ORDINANCE NO. 4914, RECORDED UNDER RECORDING NUMBER 20010906002177 IN FAVOR OF: CITY OF RENTON PURPOSE: UTILITIES AFFECTS: PORTION OF VACATED ALLEY RECORDED: SEPTEMBER 6, 2001 RECORDING NUMBER: 20010906002177 3 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: CITY OF RENTON ORDINANCE NO. 4942, RECORDED UNDER RECORDING NUMBER 20020207002539 IN FAVOR OF: CITY OF RENTON PURPOSE: UTILITIES AFFECTS: PORTION OF VACATED SOUTHWEST 13TH STREET RECORDED: FEBRUARY 7, 2002 RECORDING NUMBER: 20020207002539 4 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS AND EGRESS AREA AFFECTED: LOTS 23 AND 40 OF SAID BLOCK 26, TOGETHER WITH ALLEY ADJOINING RECORDED: JUNE 12, 2002 CHICAGO TITLE INSURANCE COMPANY -':AGO TITLE INSURANCE COMF Order No.: 1042905 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS RECORDING NUMBER: 20020612000622 SAID INSTRUMENT CONTAINS PROVISIONS FOR BEARING THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE EASEMENT BY THE USERS. 5 . COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: FEBRUARY 25, 1970 RECORDING NUMBER: 6623372 AFFECTS: THAT PORTION OF SAID PREMISES WITHIN VACATED BLOCK 25 6 . COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: OCTOBER 27, 1980 RECORDING NUMBER: 8010270487 AFFECTS: LOT 28 AND OTHER PROPERTY 7 . RELINQUISHMENT OF RIGHT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR, UNDER TERMS AND CONDITIONS OF DEED TO THE STATE OF WASHINGTON: RECORDED: JUNE 11, 1962 RECORDING NUMBER: 5438166 8 . 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: 2002 TAX ACCOUNT NUMBER: 334040-4030-01 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 417,400.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 4,815. 97 PAID: $ 2,407.99 UNPAID: $ 2,407.98 AFFECTS: THAT PORTION OF SAID PREMISES WITHIN VACATED BLOCK 25, TOGETHER WITH VACATED SOUTHWEST 13TH STREET ADJOINING SH PIA-PB3/12-12-90/EK CIIIC.Ah0 I H I F INSURANCE COMPANY ;AGO TITLE INSURANCE COME OrderNo.: 1042905 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 9. 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: 2002 TAX ACCOUNT NUMBER: 334040-4149-09 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 75,600.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 877.75 PAID: $ 438.88 UNPAID: $ 438.87 AFFECTS: LOT 23 OF BLOCK 26 OF SAID PLAT, AND OTHER PROPERTY (DOES NOT INCLUDE PORTION OF VACATED ALLEY ADJOINING) 10. 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: 2002 TAX ACCOUNT NUMBER: 334040-4220-01 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 37,800.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 442.78 PAID: $ 221.39 UNPAID: $ 221.39 AFFECTS: LOT 28 OF BLOCK 26 OF SAID PLAT (DOES NOT INCLUDE PORTION OF VACATED ALLEY ADJOINING) 11. 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: 2002 TAX ACCOUNT NUMBER: 334040-4225-06 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 203,800.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 S H PIAT63/12-12-90/E K CHICAGO TH E INSURANCE COMPANY AGO TITLE INSURANCE COMP. Order No.: 1042905 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS ' GENERAL & SPECIAL TAXES: BILLED: $ 2,356.48 PAID: $ 1,178 .24 UNPAID: $ 1,178 .24 AFFECTS: LOTS 29 THROUGH 34 OF BLOCK 26 OF SAID PLAT, TOGETHER WITH PORTION OF VACATED SOUTHWEST 13TH STREET ADJOINING (DOES NOT INCLUDE PORTION OF VACATED ALLEY ADJOINING) 12. 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: 2002 TAX ACCOUNT NUMBER: 334040-4255-09 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 75,600.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 877.90 PAID: $ 438.95 UNPAID: $ 438.95 AFFECTS: LOTS 35 AND 36 OF BLOCK 26 OF SAID PLAT, TOGETHER WITH PORTION OF VACATED SOUTHWEST 13TH STREET ADJOINING (DOES NOT INCLUDE PORTION OF VACATED ALLEY ADJOINING) 13. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2002 TAX ACCOUNT NUMBER: 334040-4265-07 LEVY CODE: 2110 ASSESSED VALUE-LAND: $ 151,400.00 ASSESSED VALUE-IMPROVEMENTS: $ 3,800.00 GENERAL & SPECIAL TAXES: BILLED: $ 1,795.27 PAID: $ 1,795.27 UNPAID: $ 0.00 AFFECTS: LOTS 37 THROUGH 40 OF BLOCK 26 OF SAID PLAT, TOGETHER WITH PORTION OF VACATED SOUTHWEST 13TH STREET ADJOINING (DOES NOT INCLUDE PORTION OF VACATED ALLEY ADJOINING) SHPIAT63/12-12-90/EK CHICAGO TM.i INSURANCE COM PANY AGO TITLE INSURANCE COMP Order No.: 1042905 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 14. LIABILITY TO ASSESSMENTS FOR GENERAL TAXES FOR CURRENT AND/OR PRIOR YEARS AFFECTING THAT PORTION OF SAID PREMISES LYING WITHIN THE VACATED ALLEY. SAID PROPERTY IS NOT PRESENTLY CARRIED OR BEING TAXED ON THE GENERAL TAX ROLLS. NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64 .04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: POR OF LOTS 1-15 AND 43 OF VACATED BLOCK 25; AND LOTS 23 & 28-40 OF BLOCK 26, C.D. HILLMAN'S EARLINGTON GARDENS, VOL 17 PLATS PG 74; TGW VAC ST AND ALLEY ADJ. END OF SCHEDULE B SHPIATB3/12-12.90/EK CHICAGO"IT I I I INSURANCE C0\II':\\Y Co CHICAGO TITLE . JRANCE COMPANY 701 FIFTH AVENUE, #1800,SEATTLE,WA 98104 PHONE: (206)628-5610 FAX: (206)628-9717 IMPORTANT:This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. AY .. 1b : r R D ,{ I- 1- ZD r9 't %4Z7B/� �\!• z5 ‘I-. c _ S s6 30 Z� `' y oA 61,1 l o wQ) z-4 j 0./(Pr 3) .3 !• ln5r 1 1 tvro;d 0 v) D `SI ill- • \ ' �3 ,4 4 - s: - h QI r42 40 • O Sb 3? 361 .59 R� _/ 8J b .r 1 �� I A 55 r-_. 33 3 f • _ -1 s h Act' ,,� V : :: ic••. i LL23 z Y 5 A r • v ^p k • A\ ' 29 0�0 51.1 i w '\� I? ' ` .... �J s 3 a `r�Qr« i till, a _, z 00 0 � �� �,� k hit 4 #r 471 hti too�iirq P .��4, -'' �3 a. 1 q 3o•Q9• p ar.g A. rtl rytiy / 4-1 47 .. 0 �- 5Z 3 O ti ►t I 3 Z T~�• r. eig* .!;i: :c‘z I , -� - ' ' _ 'a 9 I8 0 r W 1��SO 1 0'10 01 ao 1 5 f 2 ti ' . ' ' S. 1� 1111 • • ril ir) 0=1. 3f50 tsb / / 1 s s �� 1� h�ti `- �, - . s� 43 �rn I \ a ,b7/,0 Rey ". Lt ICI �� . - St 0a 1G� i61 CII) ' 1 - - * I - - Li PRIMARY' a ,J . 1` _ .I VMAP/RDA/0999 • 11111 2000040600 N 81 WHEN RECORDED RETURN TO i4/ //22lN 12S17 D&C INVESTMENTS LI_C KING COUNTY, LIA 720 RAINIER AVE SO II RENTON,WASHINGTON 98055 tl!' E1745773 ovesappo mu ^^�1 as PAGE Ni OF 11•1 © CHICAGO TITLE INSURANCE COMPANY 4184283 STATUTORY WARRANTY DEED Dated MARCH 24,2000 "> THE GRANTOR O CLEMENTS GENERAL CONSTRUCTION,INC,A WASHINGTON CORPORATION O n co /� for and in consideration of '7•Dad01/95 TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION < , err,..t TIP;INS Co Fr SCr /I - in hand paid,conveys and warrants to D&C INVISIMENTSsL.L.C., A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING State of Washington Tax Account Number(s). 334040-4225-06 LOTS 29, 30, 31, 32, 33 AND 34, BLOCK 26, HILLMAN'S EARLINGTON GARDENS NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON DEVELOPMEI J CITY OFFEN,Oly CLEMENTS GENERAL CONSTRUCTION,INC V1Ct�vu t C. --1,), i• LARRY C S,PRESIDENT SWD/RDA/01R t STATE OF WASHINGTON COUNTY OF -�tn& ON THIS S''DAY OF�, 2000, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED LARRY CLEMENTS TO ME KNOWN TO BE THE PRESIDENT OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATE THAT HE IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED THERETO (IF ANY) IS THE CORPORATE SEAL OF SAID CORPORATION IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED BY OFFICIAL '''' (';'SEAL�'HE DAY AND Y AR FIRST ABOVE WRITTEN NOT Y SIGNAT • PRINTED NAME r41_,Ji ac,LXixd NOTARY PUBLIC I FOR THE STATE OF WASHINGTON, RESIDING AT C MY COMMISSION EXPIRE .-O---,,D;:)CL3 ,..M.1NN.... es'''yA J. E�,' _ ;u •..,_ :;e� m S.R ••.2D—(A...: c. G< c- c., t, I L— - - STATE OF WAS INGTON SS COUNTY OF �/[i` ON THIS 7 DAY OF , 20/QBEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN A D FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED GEORGE JOHNSTON AND NANCY JOHNSTON KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED _#4// NOTARY SIGNATURE ,,yyamy� /� PRINTED NAME //1'•' LT !"4R If NOTARY PUBL F �I STATE,. j T5•OF fSVH%e.. TON RESIDING AT . MY COMMISSION EXPIRES ON 61/O3/a / tk Z� (hTe,..r e.1 PasoC, CF 11AS � nn un o i CV n c_. zpage/rl•/4-A-47 11111111111111111 20000503002254 C11.14AGo 11 Tt1 j2w a.Bs WHEN RECORDED RETURN TO 00/ 3/2000 15 7 D&C INVESTMENTS L LC KING COUNTY, 1!A 720 RAINIER AVE S RENTON,WASHINGTON sooss E1751215 05/03/2000 15.31 KING COUNT3TY, WA TAXSALE $417,4500 050 0 PAGE 001 OF oil CHICAGO TITLE INSURANCE COMPAN �'L II(LE INS C0p FFi S6331 4 -t, STATUTORY WARRANTY DEED Dated APRIL a 2000 THE GRANTOR FLOYD R HUNT AND DOREEN J HUNT.HUSBAND AND WIFE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid,conveys and warrants to D&C INVESTMENTS.L L C.A WASHINGTON LIMITED LIABILITY COMPANY cv cam+ 0 0 the following described real estate situated in the County of KING State of Washington o Tax Account Number(s) ,r 334040-4030-01 o LOTS 1 THROUGH 15 AND LOT 43, IN VACATED BLOCK 25, C D HILLMAN'S o EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE o PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, 0 ✓ WASHINGTON EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO 1 BY DEED RECORDED UNDER RECORDING NUMBER 5438166 SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED NOVEMBER 19, 1929 UNDER AUDITOR'S FILE NO 2572150 SUBJECT TO RELINQUISHMENT OF RIGHT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR, UNDER TERMS AND CONDITIONS OF DEED TO THE STATE OF WASHINGTON RECORDED JUNE 11, 1962 UNDER AUDITOR'S FILE NO 5438166 SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT RECORDED FEBRUARY 25, 1970 UNDER AUDITOR'S FILE NO 6623372 FLOYDR HU C7&_,/,177.1; DOREENJ HUNT SWD/RDAARM I sl r) r STATE OF WASHINGTON SS 11 COUNTY OF K;NL ON THIS I S N DAY OF 4-1-' , 200C BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IC IN ANI OR THE STATE OF WASHINGTON, DULY ,1`\ 'I COMMISSIONED AND SWORN, PERSONALLY APPEARED FLOYD R HUNT AND DOREEN J HUNT KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PUR SES HEREIN MENTIONED i NOT Y SIGNATURE Vff� PRINTED NAME AtkRcas --� JM' ' NOTARY PUBL IN AND FOR THE STATE OF WASHINGTON RESIDING AT it'+.r4'trr- NY COMMISSION EXPIRES ON ,402ti 21100 2— MARCUS D.SMITH NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES APRIL 29,2002 cv N O n C') O LA C-N C] C) C) N ipape/rIml4-8-97 Iflh'iIIIlII RECORDED RETURN TO 2000052001100 CHICAGO TITLE LID 0 0e D&C INVESTMENT LC /21 per 2 720 RAINIER AVENUEE e5/2 SOUTH KING 26C/021MY12.�30 RENTON WASHINGTON 98055 E1754966 06/25/2000 10 20 K NG COUNTTtY, IJA es SALE S1G8,0000 00 PAGE 001 OF 001 © CHICAGO TITLE INSURANCE COMPANY 4184805 STATUTORY WARRANTY DEED Dated MAY 19,2000 THE GRANTOR JEFF J GAIDJIERGIS ANDLAURIE'K GAIDJIERGIS HUSBAND AND WIFE a CA��TESL for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION AND AS PART OF AN IRC SECTION 0 1031 TAX DEFERRED EXCHANGE O in hand paid,conveys and warrants to D&C INVESTMENTS IL C.A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING State of Washington Tax Account Number(s) 334040-421508&-422001 LOTS 27 AND 28, BLOCK 26. CD HILLMAN'S EARLINGTON GARDENS DIVISION NO 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON ' SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT RECORDED OCTOBER 27. 1980 UNDER AUDITOR'S FILE NO 8010270487 J GAIDJIERGIS +sipl,7t 1 al LAUR E K GAIDJIERGIS D/RDA/MM do I STATE OF SHINGTON SS COUNTY OF 1 _ ON THIS p�`Y DAY OF May , 2000 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JEFF J GAIDJIERGIS AND LAURIE K GAIDJIERGIS KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGN NO SEALED THE SA E A THEIR FREE AND VOLUNTARY ACT AND DEED, FOR H USES AND PURPOS H EIN MENTIONED Q+ BRUCE E .UCSON NO SIGNATURE Notar PJU 7� STATE OF WASHwG10N PRINTED NAME S.-S-taAA-�- Co,m Ec„s SEPT 20C2 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGT • RESIDING AT � 531TA/-- MY COMMISSION EkPIRERES ON EYV-LS'021 0 a17 CJ O O xpapcL Ii/4-8-97 ' I i 20000615000663 AGE 08 WHEN RECORDED RETURN TO P TITLE OD 10 0e PAGE 1 OF 003 D&C INVESTMENTS LL.0 0e/taCOUNT le a7 KING COUNTY, LYi 720 RAINIER AVE S RENTON,WASHINGTON 99055 E1758998 86/15/2000 le 33 KING COUNTY, un SALE f386, 60 PnGE 001 OF 001 O CHICAGO TITLE INSURANCE COMPANY 4186636 STATUTORY WARRANTY DEED Dated JUNE 12,2000 THE GRANTOR 11GER MOUNTAIN RENTAL,L L C,A WASHINGTON LIMITED LIABILITY COMPANY,WHICH AQUIRED TITLE AS TIGER MOUNTAIN RENTALS,IL C,A WASHINGTON CORPORATION aU ♦U for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION,AND AS PART OF AN IRC SECTION 1031 TAX DEFERRED EXCHANGE UD 0 In hand paid,conveys and warrants to < D&C INVESTMENTS,L L C,A WASHINGTON LIMITED LIABILITY COMPANY ci the following described real estate situated in the County of KING State of Washington Tax Account Number(s) 334040-4149-09,-4150-05 ABBREVIATED LEGAL LOTS 23 THRU 26, INCLUSIVE, BLOCK 26, C D HILLMAN'S EARLINGTON GARDEN ADDITION DIVISION NO 1 COMPLETE LEGAL IS ON PAGE 2 4/0 /3e FILED BY CHICAG TITLE INSURANCE CO. REE# -7 al fit) TIGER MOUNTAIN RENTAL,L L C GREGORY S O'FARRELL,MANAGING MEMBER Sti u,u:n,c+rN CHICAGO TITLE INSURANCE COMPANY EXHIBIT A Escrow No.. 4186636 LEGAL DESCRIPTION The land referred to is situated in the State of Washington,County of KING ,and is described as follows PARCEL A- LOTS 23 AND 24, BLOCK 26, C D. HILLMAN'S EARLINGTON GARDEN ADDITION DIVISION NO. 1, AND A TRIANGULAR PORTION OF LOT 25, BLOCK 26, C D HILLMAN'S EARLINGTON GARDEN ADDITION DIVISION NO 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. BEGINNING AT A POINT ON THE NORTHERLY LINE OF LOT 25, 12 FEET WEST OF THE NORTHEAST CORNER OF LOT 25, THENCE SOUTHERLY TO A POINT ON THE WEST LINE OF LOT 24, MIDWAY BETWEEN THE NORTHERLY AND SOUTHERLY LINES OF LOT 24 AND 25, THENCE NORTHERLY TO THE NORTHEAST CORNER OF LOT 25; THENCE WESTERLY ON THE NORTHERLY LINE TO THE POINT OF BEGINNING; EXCEPTING A'TRIANGULAR PORTION OF LOT 24, BLOCK 26. C D HILLMAN'S EARLINGTON GARDEN ADDITION DIVISION NO 1, DESCRIBED AS FOLLOWS: M BEGINNING AT A POINT ON THE SOUTHERLY LINE OF LOT 24, 12 FEET EAST OF THE SOUTHWEST CORNER OF LOT 24, THENCE NORTHERLY TO THE POINT MENTIONED ABOVE MIDWAY BETWEEN THE NORTHERLY n AND SOUTHERLY LINES OF LOTS 24 AND 25, .�> THENCE SOUTHERLY TO THE SOUTHWEST CORNER OF LOT 24, THENCE EASTERLY TO THE POINT OF BEGINNING o PARCEL B: . I CD o LOTS 25 AND 26, BLOCK 26, C D HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CD CITY OF SEATTLE DIVISION NO 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, EXCEPT A PORTION OF LOT 25 SAID BLOCK 26. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 25, THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID LOT, 12 FEET, THENCE SOUTHWESTERLY TO A POINT ON THE EAST LINE OF SAID LOT 25 MIDWAY BETWEEN THE NORTHERLY AND SOUTHERLY LINES OF LOTS 24 AND 25, THENCE NORTH ALONG SAID EAST LINE TO THE POINT OF BEGINNING; TOGETHER WITH A PORTION OF LOT 24, SAID BLOCK 26, DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 24, THENCE NORTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 24, A DISTANCE OF 12 FEET. THENCE NORTHWESTERLY TO THE ABOVE MENTIONED MIDWAY POINT BETWEEN THE NORTHERLY AND SOUTHERLY LINES OF LOTS 24 AND 25, THENCE SOUTH ALONG THE WEST LINE OF LOT 24 TO THE POINT OF BEGINNING EXLELALE/RLA/6b)9 STATE OF WASHINGTON ss COUNTY OF PIERCE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT GREGORY S O'FARRELL IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS MANAGING MEMBER OF TIGER MOUNTAIN RENTAL L L C TO BE THE FREE AND VOLUNTARY ACT OF SU TY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT DATED NOTAR IGNATURE PRINTED NAME <RAhi r o (5. \ -t"— NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT ,*I,Cy e[ e MY APPOINTMENT EXPIRES oaf.- BRUCE E _uDSON Noml dK STATE OF WASHINGTON My COrwn Eo SEF1 7(y'7 M , CD L7 O C7 t0 C] • C� Cv E WHEN RECORDED RL'TURNTO 20020610001970 D&CINVESTMENISLLC CHICAGO TITLE LID 12.00 720 RAINIER AVENUE SOUTH PAGE 001 OF 004 00/10/2002 15:12 RENTON,WASHINGTON98055 KING COUNTY, LIA E1890808 NCO/20Y 14;20 TAX NG COUNTY, UA SALE � ;00l.90 PAGE 001 OF 002 © CHICAGO TITLE INSURANCE COMPANY 4220073 STATUTORY WARRANTY DEED Dated. JUNE 3,2002 THE GRANTOR JAMES A HESS AND CAROL M HESS,HUSBAND AND WIPE r 9S CHICAGO S CO 67- 1,� rn for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION 0 co in hand paid,conveys and warrants to D&C INVESTMENTS L L C,A WASHINGTON LIMITED LIABILITY COMPANY •O •O N the following described real estate situated in the County of KING State of Washington Tax Account Number(s). 334040-4265-07 ABBREVIATED LEGAL. LOTS 37-40, BLOCK 26, VOLUME 17 OF PLATS, PAGE 74 • SEE PAGE 2, EXHIBIT "A", FOR COMPLETE LEGAL DESCRIPTION SUBJECT TO. EXCEPTIONS SET FORTE ON ATTACHED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN. J ESA HESS CAROL M HESS SWD/RDA/087/9 CHICAGO TITLE INSURANCE COMPANY EXHIBIT Escrow No 4220073 LEGAL DESCRIPTION The land referred to is situated in the State of Washington,County of KING ,and is described as follows LOTS 37, 38, 39 AND 40, BLOCK 26, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF VACATED ALLEY ADJOINING, AS VACATED BY CITY OF RENTON ORDINANCE NO 4914 RECORDED UNDER RECORDING NUMBER 20010906002177, WHICH WOULD ATTACH BY OPERATION OF LAW; AND TOGETHER WITH THAT PORTION OF VACATED 13TH STREET ADJOINING, AS VACATED BY CITY OF RENTON ORDINANCE 4942 RECORDED UNDER RECORDING NUMBER 20020207002539, WHICH WOULD ATTACH BY OPERATION OF LAW. I- m Cv • O • ECLEGAL2/QDA/0l99 1 r,l CHICAGO TITLE INSURANCE COMPANY EXHIBIT B Escrow No 004220073 EXCEPTIONS TO TITLE: 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF DISCLOSED BY: CITY OF RENTON ORDINANCE NO 4914, RECORDED UNDER RECORDING NUMBER 20010906002177 IN FAVOR OF. CITY OF RENTON PURPOSE- UTILITIES AFFECTS. PORTION OF VACATED ALLEY RECORDED: SEPTEMBER 6, 2001 RECORDING NUMBER. 20010906002177 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: CITY OF RENTON ORDINANCE NO. 4942, RECORDED UNDER RECORDING r.. NUMBER 20020207002539 CFI IN FAVOR OF: CITY OF RENTON o PURPOSE UTILITIES o AFFECTS. PORTION OF VACATED 13TH STREET Q RECORDED. FEBRUARY 7, 2002 RECORDING NUMBER. 20020207002539 W 0 cv Q Ci ti 1 Amilmmim IXHI8r 3/RjIA/0999 STATE OF WASHINGTON SS COUNTY OF ^ TIE-Acts" ON THIS I — DAY OF JUNE, 2002 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JAMES A HESS AND CAROL M. HESS KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED /lam :IAAL (41 lam' 7 NOTARY SI TURE • PRINTED NAME• 'A C'1 2 OL NOTARY PUBLIC IN F2R THE STATE OF WASHINGTON RESIDING AT E• Z• MY COMMISSION EXPIRES ON ffr1'O 3 . 4'' CYNTHIA L FOLEY rn STATE OF WASHINGTON a NOTARY _PUBLIC c� o My Comm.Expires 11-1-03 av c cv c, 0 (V NOTARY/RDA/oozioo •• • • / as lad ..tov 19 1929 12..18 ` ' E'" 721JQ Dot 14 1929 --.11 / :tiftrlss Csraooioll will 'oaepbl.Ze ;art-coioli . 1,:-.1' ,.i to The j ao 1 f io I L lopkan e e a!4 T*ls€repL Company , 24 3rant d/Et to op, its puns tend maims, kiththe r t •to e.reot and atrint! in 1 •n3 or a1Uh the nesesaetry :ixturea end :red ton r:na to :coop taa tree from fo1 it!ge boron* tht o to prop ueloo-;ia to lips :-laeiai t in Zcov aab d f : ..Lc 2:5, o , ii T l:ann'a Lar11nc3ton ;u rden's :''.d.: to ":aniton rho: ti 1spbon(; M.14*1y ii r'ei a to olo ►de ell .`aitoer r+oh it ray open in the exercise ri,•t'i:te bin t.•A.ited. t i !; unt]CrilitO,st' U t tire employes or 8d ft rihell j of tat: t.litae en i oeaecrry n u' aooesa to :;43 :i/ ued the inohar nu. utrL:a `• on , t'o • purr or ont Ire , tx, prov r*lea'J. tht "d '.telephone ti'r3' : ly art 1 l b*. . ►111,LU adb1. rrJr tiny . ... . oe itch tarry ;,e untio zosba ri?y 1 i i Ccn rl a,s C;:: c,oio31 • it .10 ephine s rucoioli _;Qw _c in ii4 b :y .:I'd.rlet. Cur cioaiolt ewnd .1,:tiopr;it4t ;'erxaoEloll. c. _ ru .T i • it :#on u tk for :ea tit nsta %cons. n A 'ter 29 ., . or m fipi: r') i eta r 11n*liQion . :limey & Au a + cp 1 : . .ei ) try ::...:rmrd .Mi ter • 11111111r 1 • Return Address: 20010906002177 City Clerk's Office CITY OF RENTON CORD 13 00 City of Renton PAGE 001 OF 008 1055 S. Grady Way KINGBCO NTY, WA Renton WA 98055 Please print or type information Document TItle(s): ORDINANCE No, 4914 (WA. St. Properties - Ron Knight Petitioner - VAC-99-001) Reference Number(s)of Documents assigned or released: ton page of document(s)] Grantor(s)(Last name first,then first name and inivals) c . I City of Renton, Washington c., 2 cam, 3. 4. 0 Additional names on page of document r.o Grantee(s)(Last name first,then first name and initials). a, 2. 3. 4 0 Additional names on page of document a cv Legal Description(abbreviated i e lot,block,plat or section,township,range) The alley between Lind and Seneca Avenues S.W. and S.W. 12th and S.W. 13th Streets. See Exhibit "A" attached. EKAddrtional legal is on page 4 of document Assessor's Property Tax Parcel/Account Number: Not applicable, vacation ordinance. ❑ Additional legal is on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein CERTiFICAI'E 1, the undersigned City Clerk of the $ OAF R�4, fr City of Renton, Washington,certify 1p 4 that this is a true and correct copy of 2 t aea/NRyXE $4i91 . Subscribed 144 SEAL and sealed this.* of}AuG ,20 0/ C fAc. terk 40 liTY OF RENTON,WASHINGTON 44Initimin00 ORDINANCE NO 4 914 AN ORDINANCE OF THE CITY OF RENTON, WASIIINGTON, VACATING AN ALLEY LOCATED BETWEEN LIND AND SENECA AVENUES S.W. AND S.W. 121$ AND S.W. 1310 STREETS (FILE NO. VAC-99-0O1). WHEREAS, a proper petition for vacating an alley located between Lind and Seneca Avenues S.W., and S.W 12`' and S.W. 13h Streets, was duly filed with the City Clerk on or about September 24, 1999,and said petition having been signed by the owners representing more than two-thuds(2/3)of the property abutting upon such street sought to be vacated;and cv► WHEREAS,the City Council,by Resolution No 3415 passed and approved on Nov 1, uzr 1999,and after due investigation did fix and determine the day of December 13, 1999,at the hour a of 7:30 p m. in the City Council Chambers of the City of Renton to be the time and place for a public hearing thereon,and the City Clerk having given due notice of such hearings in the manner provided by law, and all persons having been heard appearing in favor or in opposition thereto, and the City Council having considered all information and arguments presented to it,and WHEREAS, the Board of Public Works of the City of Renton having duly considered said petition for said vacation, and having found same to be in the public interest and for the public benefit,and no injury or damage to any person or properties will result from such vacation, NOW,THEREFORE,THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON,DO ORDAIN AS FOLLOWS: SECTION I. The following descnbed alley,to wit 1 ORDINANCE NO. 4 914 (The alley between Lind and Seneca Avenues S.W., and S.W. 12th and S.W. 13t Streets) Sce Exhibit "A" attached hereto and made a part hereof as if fully set forth herein be and the same is hereby vacated subject to an easement over, across, under and on all that portion as described on Exhibit "A" in favor of the City. This easement is for the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. The City may from time to time construct such additional facilities as it may require. This easement is subject to t` the following terms and conditions: That a utility easement be retained over the entire right-of-way, with the understanding that the property may.be developed fully if the existing utilities are relocated at the sole cost of the cn ._ developer;and That this easrment shall run with the land described herein, and shall be binding upon the parties,their heirs, successors in interest and assigns. SECTION II. The City Council hereby waives the vacation fee to the petitioner- owners, as provided in City Code 9-14-1 LB. SECTION III. This ordinance shall be effective upon its passage, approval, and five days after its publication. 2 • ORDINANCE NO. 4 914 A certified copy of this ordinance shall be filed with the Office of Records and Elections, and as otherwise provided by law. PASSED BY THE CITY COUNCIL this 27th day of August ,2001. Marilyn . P en, City Clerk APPROVED BY THE MAYOR this 27th day of August ,2001. J anner,Mayor 0 rn Approved as to form: 0 i942 4iM)-r.2nw4J62 Lawrence J. Warren, ity Attorney Date of Publication: 0 8/3 I/2003. ORD.928:8/14/01:ma 3 ORDINANCE NO. 4914 EXHIBIT A Alley Vacation VAC 99-001 Legal Description Beginning at the southwest corner of Lot 31,Block 26,CD Hillman's Earlington Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof recorded in Volume 17 of Plats,page 74,records of King County,Washington,thence northeasterly along-the south line of Lots 31 through 18 to an intersection with the westerly right of way margin of Lind Avenue SW, Thence southerly along said right of way margin to an intersection with the north line of Lot 45 of said Block 26; Thence southwesterly along the north line of Lots 45 through 32 of said Block 26 to the northwest corner of said Lot 32; Thence northerly along the east right of way margin of Seneca Avenue SW to the Point of Beginning r- Situate in the Northwest Quarter of Section 19, Township 23 North,Range 5 East, W M , in King County, Washington • 07 CV . SEP-06-2001 13:32 'ITUN CITY ,..LERK OFC 1• 02/02 ni)f.' x,aent 1.1Phrr .... _-.• ;. ' 21 inmging quality F •'Lip *io,w ',e• ORDINANCE NO. 4914 VAC / - co 1 l 19--23 --s N IA/ g� tr. bJ' 1 C11A I01) !O ,. 1041,40 r 003 C ,,,,- ..• yl . g10S14g �"s 2.•t•y 1 1)`r 1 %R¢N�S,Q�,0,.�„.� �,t,I:,0 S.` j A►P-- ." • 1'1 L ` ►1 S T..r+r Y • ``y PVG� o `o—r v G fiF - 'N ION ,• 1� r 5 1 MilithillIS Y� 5If 4 i 1 y a A4 r''' j vig o 11.11.111"". s st '..! IOW , ia ill 0- 0011111/b , . III 1001011111611 1 .-> .-ram ,► OO`. r► ' asp ll 1 1.1•Mi ... Zt �z t' ti• , , .. z� _•' T. e s'III .• i A = ll . 3, .**.'". , 6 V * --•••••1;..— ', • 0 af. .; 0O M,. lea, ' 2,45 .•... ' e , - . .1. GT T-6-" s ����" `r 1 „.-, ,z S•• 131 • n o I -.'• n ,', r „ to V . • /..� '16 , Ib •. tr ,3 y n�f.," �, Q F,(M A R� , 11 w �7 f wa..v.-.i .�.•.,•a.e-+a�i/psi _ r t•� �t so d < '• 40 •: ..r..rN aei , 19 - S hl _� y O Q t 11 v N Jr 1' r� p yL .. Z� 1 J ✓• r F • •Lr t. pp {t6 S•+St 2 e•fC�� �— i ( 1 .- --r4-6•• _45- 2 rc SW—Ey'i 2 1 TOTAL P.02 r I 114 it p Till If l it 1 I iit I la I !I I, till I14 li ;j gI Iil Ij i liII t �i, jJ 1 I I'1 jll I�jijii1 j��l iji �'Ii �'!�111, 'I l i! I ni ill I i 1111 1 }by Ij 11 'P till 1111 � ,I 17 III 11 j jlll Return Address: JcQo70ø2S3g ilhlCity Clerk's Office g City of Renton KIkG COUNTY136g2 1055 S. Grady Way Renton WA 98055 Please print or type information Document Title(s): ORDINANCE NO. 4942 — Walker Street Vacation Reference Number(s)of Documents assigned or released: [on page_ of document(s)) VAC—01-003 Grantor(s)(Last name first,then first name and Initials) I City of Renton el2 ch 3 `r' 4. 0 Additional names on page of document `=r Grantce(s)(Last name first,then first name and initials) `— i. Walker's Renton Subaru 0 2 N 0 3. 4 0 Additional names on page of document cam4 c o Legal Description (abbreviated i e lot,block,plat or section,township,range) N Beginning at the southwest corner of Lot 32, Block 26, C.D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No. 1, . . . . glx Additional legal is on page 4 of document Assessor's Property Tax Parcel/Account Number: 334040-4225, 334040-4265, 334040-4285 0 Additional legal is on page of document The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein CiRl IFICA1 F I,the undersigned City Clerk of the City of Renton, Washington,certify that this is a true and correct copy of ORa 4'9V2 Subscribed a • sealed thi ' • JAI( , 20 0 Nty 'Ci terk CITY OF RENTON, WASHINGTON ORDINANCE? O 4942 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, VACATING THAT PORTION OF SW 13111 STREET, BETWEEN LIND AVENUE SW AND SENECA AVENUE SW (DALE WALKER, WALKER'S RENTON SUBARU)(VAC-01-003). WHEREAS, a proper petition for vacating that portion of SW 13th Street between Lind Avenue SW and Seneca Avenue SW was duly filed with the City Clerk on or about September 24, 2001, and said petition having been signed by the owners representing more than two-thirds (2/3) of the property abutting upon such street sought to be vacated; Cr' cn and u-► WHEREAS, the City Council, by Resolution No 3415 passed and approved on Nov. 1, 1999, and after due investigation did fix and determine the day of November 5, 2001, at the hour of 7 30 p.m. in the City Council Chambers of the City of Renton to be the time anti place for a public hearing thereon, and the City Clerk having given due notice of such hearings in the manner cv provided by law, and All persons having been heard appearing in favor or in opposition thereto, and the City Council having considered all information and arguments presented to it;and WHEREAS, the Administrator of the Planning/Building/Public Works Department having duly considered said petition for said vacation, and having found same to be to the public interest and for the public benefit, and no injury or damage to any person or properties will result from such vacation; NOW,THEREFORE, TILE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS. SECTION I. The following described portion of SW 13th Street, to wit: 1 ORDINANCE NO. 494 2 (That portion of SW 13th Street between Lind Avenue SW and Seneca Avenue SW) See Exhibit "A" attached hereto and made a part hereof as if fully set forth herein be and the same is hereby vacated subject to an easement over, across, under and on all that portion as described on Exhibit "A" in favor of the City. This easement is for the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. The City may from time to time construct such additional facilities as it may require This easement is subject to r the following terms and conditions o r-. That a utility easement be retained over the entire right-of-way, with the understanding o that the property may be developed fully if the existing utilities are relocated at the sole cost of the o developer; and That this easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns SECTION II. The City Council hereby waives the vacation fee to the petitioner- owners, as provided in City Code 9-14-11 SECTION III. This ordinance shall be effective upon its passage, approval, and five days after its publication. 2 ORDINANCE NO. 4942 A certified copy of this ordinance shall bellied with the Office of Records and Elections, and as otherwise provided by law PASSED BY THE CITY COUNCIL this 14th day of January ,2002. Marilyn J. Pe n,City Clerk APPROVED BY THE MAYOR this 14th day of January , 2002 . CJ cn it Je 'anner, Mayor Q., Approved as to form X1/4..1,+#42,1A.6.12 Lawrence J Warren, City Attorney Date of Publication 1/18/2002 (Summary) ORD.967:12/19/01:ma 3 ORDINANCE NO. 4942 EXHIBIT A VAC 01-003; SW 13th Street, Lind to Seneca Avenue SW Legal Description Beginning at the southwest corner of Lot 32, Block 26, C D Hillman's Earlington Gardens Addition to the City of Seattle,Division No 1, according to the plat thereof recorded in volume 17 of Plats, page 74, records of King County, Washington, thence easterly along the southerly line of said Block 26 to an intersection with the westerly right of way margin of Lind Avenue SW, Thence southerly along said margin to an intersection with the north line of Block 25 of said plat; Thence westerly along the north line of said Block 25 to the northwest corner of Lot 15 of said Block 25, Thence northerly crossing SW 13th Street to the Point of Beginning Situate in the Northwest Quarter of Section 19,Township 23 North,Range 5 East,W M , in eel tin King County,Washington cv a 0 ca • cam+ O1_31egal\tgb9/01 doc ORDINANCE NO. 4942 J ------------- - tial______--- _______. ____ _______ Gva____SW = SW A2tr St —ram = ____, _______________________-____---_-_-_:___ _ , __ --,---------- - _______ . C ______ cu Ma) 0.) a cm N t �- • © �— N SW A- --S=1_---------------- Vacate Area N SR-405 ___________________________ II �.�Y p� Street Vacatan VAC01-003 Tom Borm.TvcdnrcalSonncu D&C Investments LLC + � � 09fZD�2DD1 �F N-1-0 SW 13th Automall WHEN RECORDED RETURN TO RONA:.:? L COLEMAN DAVIES PEARSON, P C 92C PAWCETT/P 0 BOX 1857 TACOMA, WA 98401 20020612000622 CHICAGO TITLE EAS 15 ae PAGE 001 OF 007 06/12/2002 09 42 KING COUNTY, UA © CHICAGO TITLE INSURANCE COMPANY DOCUMENT TITLE(s) I EASEMENT AGREEMENT Order Number 000599908 c 3 4 REFERENCE NUMBER(s)OF DOCUMENT ASSIGNED OR RELEASED ry CD Additional reference numbers on page of document Ls, GRANTOR(s) : `.) 1 D & C INVESTMENTS, L L C G' 2 3 CF,ICP,r^ i LE NS CO OD 0 Additional names on page of document Rt14)11-91.6Y 46) GRANTEE(s) : 1 JAMES A AND CAROL M HESS '0 2 WILLIAM G AND KAREN BRYANT 3 CI Additional names on page of document ABBREVIATED LEGAL DESCRIPTION: Lot-Unit 23 Brock 26 Volume 17 Page 74 Section Township Range Portion Plat Name C D HILLMAN'S EARLINGTON GARDEN NO 1 to Complete legal description is on page 3 of document ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT NUMBER(s) : 334040-4149 334040-4225 334040-4255 3 i L/('A. `/( c G 5->'%'i °/ - `O/S 3''/&L/c -of)f - Additional Tax Accounts are on page of document Note This cover sheet is prepared to conform to the requirements of Chapter 143,Laws of 1996 Nothing on this sheet alters the names,legal description or other information in the attached document The only purpose of this cover sheet is to assist the auditor in indexing the document in conformance with statute The Recorder will rely on the information provided on this form The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein t ovr Kr/Nun/Osn5 WHEN RECORDED RETURN TO: RONALD L. COLEMAN DAVIES PEARSON,P.C. 920 FAWCETT P.O.BOX 1657 TACOMA, WA 98401 EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES into byand amongthe parties with THIS AGREEMENT is made and entered regard to the establishment, use and rights and responsibilities with regard to an easement for ingress and egress on the easement premises as set forth below e� RECITALS: A. The property subject to the easement ("Easement Parcel") is Lot 23 and Lot 40, CV Block 26, C.D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof, recorded in Volume 17 of Plats, page 74, records of King County; Washington, together with that portion of vacated alley adjoining, as vacated by City of Renton Ordinance 4914, recorded under Recording No. 20010906002177, the 0 owner of which is D &C INVESTMENTS, I. L C , a Washington limited liability company ("D& C"). B. The owners of the parcels adjacent to the Easement Parcel desire to have easement rights over, across and through the Easement Parcel for adequate access to their individual parcels adjacent to the Easement Parcel and the owner of the Easement Parcel desires to grant an easement to them for adequate access C. It is essential that the private drive located within the Easement Parcel be properly constructed and maintained in good condition D As of the date of this Agreement, the respective owners of the parcels along with a description of the parcels are as follows- Page 1 of 6 PARCEL 1: D& C INVESTMENTS, L L C is the owner of the parcel legally described as Lots 23, 32, 33, 34, 35, 36, 37, 38, 39 and 40, Block 26, C D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof, recorded in Volume 17 of Plats, page 74, in King County, Washington PARCEL 2: JAMES A HESS and CAROL M HESS, husband and wife ("Hess") are the legal owners of Lots 24, 25, 26 and 27, Block 26, C.D Hillman's Earhngton Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof, recorded in Volume 17 of Plats, page 74, in King County, Washington, together with that portion of vacated alley adjoining, as vacated by City of Renton Ordinance 4914, recorded under Recording No 20010906002177. PARCEL 3: WILLIAM G BRYANT and KAREN BRYANT, husband and wife ("Bryant") are the legal owners of Lots 41, 42, 43, 44 and 45, Block 26, C.D Hillman's Earhngton Gardens Addition to the City of Seattle, Division No. 1, according to the plat thereof, recorded in Volume 17 of Plats, page 74, in King County, Washington E The owner of Parcel 3 shall be a Grantee of the easement granted herein by D& C only in the event and on condition that the owner executes this Easement Agreement simultaneously with or at a subsequent time indicating this owners willingness to be bound by the terms of this Agreement In the event the owner refuses to execute this Agreement and be bound by its terms, the grant of easement shall not be for the benefit of the owner of rai Parcel 3 described above. => 1. Easement. S. • w 1.1 D & C hereby grants to the owners of Parcel 1, Parcel 2, and Parcel 3 an easement across the Easement Parcel for the purpose of ingress to and egress Q., from Parcels 1, 2, and 3, inclusive, and for the construction, maintenance and repair Ca of the casement. 1.2 The easement burdens the Easement Parcel and benefits and runs with Parcels 1, 2, and 3 inclusive, subject only to the conditions set forth above with regard to Parcel 3 2. Repair and Maintenance. 2 1 The easement premises are used as a dnve for vehicular traffic and shall be properly maintained in good condition for this purpose by the owners of Parcels 1, 2 and 3 (the "Parcel Owners"). Page 2 of 6 2.2 When construction or repairs or maintenance are necessary. Parcel Owners may undertake such construction, repairs or maintenance anywhere along the Easement Parcel upon the affirmative vote of at least one-half(1/2) of the Parcel Owners with there being one vote for each lot ("Lot") of each Parcel. The total cost (the "Cost") of the particular construction, maintenance or repair being undertaken must also be approved by at least one-half(l/2)of the Parcel Owners P 2.3. The Cost for construction, repair and maintenance of the easement shall be shared on a prorata basis with each Lot charged one-nineteenth (1/19) of the total Cost, or in the event Parcel 3's owner is not a Parcel Owner for purposes of this Agreement, each Lot charged one-fourteenth(1/14)of the total Cost 2 4 If a Parcel Owner fails to pay his or her respective prorata share of the Cost incurred within thirty (30) days after receipt of a statement, the amount of the statement, together with interest at twelve percent (I2%) per annum from the date the Cost was incurred, plus any attorneys fees and costs necessary to collection, shall automatically become a continuing lien against all the Lot(s) of the defaulting Parcel Owner. 2 5 The Parcel Owners shall work together to coordinate the construction, repair and maintenance activities so as to make the construction, repairs and maintenance of the easement as economical as possible taking into consideration the actual use of the easement and to minimize interference with each Parcel Owner's use of the easement 2 6. The Parcel Owners will exercise reasonable care m their use of the 1111/ easement so as to not cause more than normal wear and tear on the drive or other easement improvements Any damage to the easement caused by a Parcel Owner or his or her guests or invitees shall promptly be repaired by that Parcel Owner at his or her sole expense. If a Parcel Owner fails to repair any damage to the easement LID caused by him or her or his or her guests or invitees within ten (I0) days of receipt of written request from one or more of the other Parcel Owners, one or more of the other Parcel Owners may do so, and the cost of doing so will be the sole responsibility of the Parcel Owner responsible for the damage, to be billed, paid and collected as set forth in paragraph 2 4 2 7 All nghts granted in this Deed shall not be further assignable by the Parcel Owners except as an appurtenance to and in conjunction with the sale of the Parcel or a portion thereof 2.8. If this easement is no longer used by the Parcel Owners or is no longer needed by one or more of the Parcel Owners due to other access being Page 3 of 6 available, D& C, or D & C's successors and assigns, shall have the right to terminate the easement upon sixty (60) days notice to the Parcel Owners If any of the Parcel Owners contest the notice, the matter shall be resolved by Arbitration pursuant to the then applicable Arbitration Statutes for the State of Washington with venue in King County, Washington. 2.9. If a Lot is owned by more than one person, all of the owners of a Lot will collectively be referred to as the Lot Owner and will be entitled to only one collective vote, i e., each Lot represents one (1) vote in the matters covered by this Easement Agreement 2 10. This Easement Agreement is not a conveyance of fee title and is only for the limited purposes of granting the easement as set forth herein subject to the conditions set forth herein IN WITNESS WHEREOF, this Easement Agreement has been executed on the dates set forth below. D & C INVESTMENTS L.L.C. S HESS DALE E. W Member/Manager Date: ( / - Date • Sg-ta—J' CAROL M SS Date: �Q �� Z_— 4C+tl WILL1AM,D BRYANT Date: _S^- KAREN BRYAN rdlt Date t? ' S10Q, Page 4 of 6 STATE OF WASHINGTON ) ) ss County of iif RI4 ) On this OSTiA day of June, 2002, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared DALE E WALKER to me known to be the Member/Manager of D&C INVESTMENTS, la C. the limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed is the corporate seal of said company. ttttt""Vtlitiacs my hand and official seal hereto the day and year in this certificate eu ''• Print N e: !�� 'Al 4ceAs1 i c "•; Q �o - NOTARY IC in and for the State of ? qT •��A~ ;r O *••,��° Washington. F !“ ��' My commission expires. p.4-20-03 STATE OF WASHINGTON ) 0 County of j On this I Eh day of June, 2002, before me, the undersigned, a Notary Public in c and for the State of Washington, duly commissioned and sworn, personally appeared o • JAMES A HESS and CAROL M HESS, husband and wife, to me known to be the individuals that executed the foregoing instrument, and acknowledged that they signed said instrument as their free and voluntary act and deed, for the uses and purposes therein mentioned. Witness my hand and official seal hereto affixed the day and year in this certificate above written ti , CYNTHIA L. FOLEY Pr. ame: �n hl A L �D STATE OF WASHINGTON NO ARY PUBLIC in and for the State of NOTARY--•--PUBLIC Washington. My Conlin Expires 11-1-03 My commission expires. f i I -o ' Page 5 of 6 STATE OF WASHINGTON ) ) ss County of3v\D ) On this 51\\ day of June, 2002, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared WILLIAM G. BRYANT and KAREN BRYANT, husband and wife, to me known to be the individuals that executed the foregoing instrument, and acknowledged that they signed said instrument as their free and voluntary act and deed, for the uses and purposes therein mentioned. Witness my hand and official seal hereto ffixed the day and year in this certificate above written v� £J Prin e 7) ' A� N Y PUBLIC in and for the State of R)'' W hington p;;tAt ; My commission expires t01- b %` n� 4V UZI O O � 1C'�a ,Obotxx\1XWM200Wdecs‘easc mmagreaoent om 4V iV Page 6 of 6 DECLARATION OF RESTRICTIVE COVENANTS WHEREAS, Frank J. Powers, Jr. and Mary Anna Powers, his wife, and John H. Powers and Maureen Powers, his wife, are the owners of the following real property in the City of Renton, County of King, State of Washington, described as follows: Lots 1 through 15 and Lot 43 in vacated Block 25 1 of C. D. Hillman's Earlington Gardens, Division :.o. 1, less portion deeded to State Highway; an,: :•;ii2REAS, the owners of said described property desire to uso the following restrictive covenants running with the land as rresert and future, of the above described real property; NOW, THEREFORE, the aforesaid owners hereby establish, a::.: impose restrictions and covenants running with the land J= :. t.:e use of the land hereinabove described with respect to the he ..n'ersi4ned, their successors, heirs and assigns, as • SETBACKS No buildir. s or structures shall be perritted cr located within twenty (20) feet of any property line. LANDSCAPING The first tea (10) feet adjacent to the north, so:tn ,n.i west prcrerty lines shall be appropri- ately lands. aped a::d naintained continuously in a neat an: clean r.anner except for designated uc-::vstrl1:'. a: '.'L:hicular accessways. The re- rainder of the setback area not required to be landscape:: may be utilized for off-street parking purposes as ;rt.•:idea by the laws and ordinances • the City cf Pent:, .. S`n[-:;ING • - .-.. JUpplit. .,:. . i:. within the .ire. . ,:,�. . .r•..h�:r :,,`claratic't of Restrictive Covenants Frank .J. , Jr. and John H. Powers - Page 2 provided such storage area is screened from all adjacent property lines by a wall or view-obscuring fence not less than six (6) feet nor more than ten (10) feet in height, appropriate landscaping, or a combination of both fence and landscaping. Screen- ing shall be continuously maintained in an attractive and neat manner. Building, landscaping and screening plans shall be submitted and subject to approval of the City of Renton Planning Department prior to the issuance of permits for the development of the described property. Any violation or breach of any of these restrictive covenants - . be enforced by proper legal procedures in the Superior Court Ein:1 County by eithe: the City of Renton or any property owners cin>nq subject property who are adversely affected by said breach. • / '1 Frank J. Powers, Jr. Mary Anna Powers 1 John H. Powers I _C, Maureen Posers • I:.GTOS _r. t:.i ; . day of•. I. , 19_) , before me personally appeared J.Powers, Jr. , Mary Anna Powers, John H. Powers, and Maureen ':ho persons who executed the within and foregoin:l instru- . _, and acknowledged said instrument to be the free a:..: voluntary of said persons for the uses and purposes t:hcrein men- . 1 .. witness whereof I have hereunto set my hand and affixed :_t; ., al tl.c day ar. i year first above written. ffn 'rotary Pu! 1 i-_ .. I for t::,.• State cf '..' ;;.i•. , at • is k. v.' A': R. /.. !• Olga M. Leis R.030-30 1,1 4: E446.4.1.4t ri :111 C UCCLAi- ,TION OF RESTRICTIVE COVENANTS w: !.! WAEREAS, Olga M. Lewis, a single woman, is the owner of the following real property in the City of Renton, County of King, State of Washington, described as follows: N. Lots 27 and 23 in Block 26 of C. D. Hillman's Earlington Gardens Addition to the City of Seattle Division No. I as per plat recorded in Volume 17 of Plats, Page 74, records of King County; situate in the City of Renton, - • County of King, State of Washington. WHEREAS. the owner of said described property, hereinafter "the property," 3) de,ires to impose the followins rest, ictive covenants running with the land as to tie use of the land hereinaoove described with respect to the use by the LndersHred, ner successors, heirs and assigns, as follows: SITE REVIEW =..-suanz to Sect:0- --r':tAY.: of the Hearing Exarin,•r Ordilance, !-, Citf of c' all site plans by the Hearing Exa-inor to CURAIION .^4. ,” th.: land and cxpir... .”, • !Jwins , • “ t•earin Exar:iner u4 t e Ci, . ,rocs',.ur e r tuf King Count., 'ai be H.-.! :.1.0e : t.„.. City of i•, r er!. rnAcers adjoinilq st.bieCt et'0 ac.Lrsel, i!;,o1 or breJ:h these restr.cti..e 4-',. Reasonable atto-n,.., ' • -. during an ,'nr. '- 'n N'ocee.!;-,; 4. i; ,-r ;he ;:arties -.:ctefe.ic(6 ;n error )I'd 1h31 !)e Y. a STATE ;if wAsmiy1-:., Or KlhC - On this - --- anc acknowledge.; !,-+ 0, ',,.• 5-11 ::,4rSOn for th- folot:S IN WITNESS ! •••••et.`! • • . r, .‘t " t! •••.)! thy day and year "!i.ter • • pei . . _ '• 0, • `G . �„�,t....- -- web 5418i � plafriss I.se.*ss-apt-lS-rM.tin. • WARRANTY DEED . 1 In the Matter of Primary State Highway No. 1 JCT SS1{ No. 211 to JCT PSE l.o. 2-Rentar. M •. geli t.; KNOW ALL MEN BY TF:ESE PRESENTS, That the Grantors • ALICi BUC'HER, also appearing of record as AI.=CE B. SUCHER, is her se?e ate estate and TRANI J. / 11PR3.IJD GERTRUDE HEM KNEES;his'.wile fur and in consideration of the sum of----TII: and ".0/10O (31C.7Q)----- - ---Dollars, and o.;er v-;.)-iblo corsideratio.. hereby convey and warrant to the State of Washington, the following described real estate s:tu- artd in .• _ .- County,in the State of Washington• ..11 , a: •o:. if t...-.a follouinl. ibtcribed 1-ar;o1 "," ,:•'_r • r`_t': a e:.r. ' 1:. -. it t _ ._it.._ '.ei r.1- 1i.::: fe t wide o.. each side of the cer'er 1u.o of :'r:..ar -t,, . . :.,t.. ct. 1, ,.C' ;.Sii I.o. 211 to :CI PSL :.o. 2, iter.ton AID all -.;:,t --o.t' .. c.: a. - -: ".11 :. '3,7.:e_1.:• of a line drawn par•.11.el .lit:: t d9 .feet •..ster'. . _. .. ..t -les a:-s or ra:.iall, fro.. tt:e 1.' line ro,• o:• :�. . n. 2. , ': ..2 a r•o. 2-.•.o.:-.tor. S.YC is a:? r.ortiur. described c i•:a ... . ..t.32. -.:—t •o:t_ _ ... a-.. ; "," i .i- So.:r:er1• if . 1-re •_raven p....11e1 d{- ... •Ir. c..1 .. c: . _ ._ r: .A a r."l e.- r. '/ct r-._ill• fro: t'..o :1 11•.e 1. .. _.. •• • _ .;;.:. .2.1( to .., . 2-Renton �....CEi a; .t •r ' .. • ••_ •• 1: :n-_ 1, j, •=, , , , , 1.., L, '—:, :, ::•,, . • 1 , 1.1 : , - • • ' ',, , •.5• , i. , ..i, .2, •a...'_ i 3 c. • .c.::el. •i'Y'.. o: .J. ..1-.. :a:'. �.:r ... :C'. - to me -it: 1i Seat.le, jtviaior. u. 1, .+_ ;.or Z... rtC.^. . .-. -e . .)_ il.•c O.. pa'e 714, re'.0 i5 of' : i:4- •• r: • __ -Ent: ., •.f G'_r.;, Stitt of •.ac• _. ton. -o:-.-.a-_: ern co...,• '.. a:. ae of 12 C1 -^:•:•••• ••-. :. ..• :• the sp.'riie details conceining all of whic are to be found yu•illun that ce:t•tin ocip of Le•:irtte 1 4:•..•• now of record and on file tr the office of the Director of Highways at Oiytnp.a and ',or:' Eats . + prot•al . _, : ;r . wire . e.e:ier 27, • .., .. a .0.s :.ere . cC.-:e• -. . ._:i- t to ::c St'.t^ f ._ . .. . . - . r• -. _ —rec. i_.ci;-._. ..1: .._. ._..-, :%..tr re ,i tot•. .'.a_ . . . . ...., c__.. Wit) to, fry e.S _ _:we•... .-ninon £t.tc " r •. ., _.. .44 . • .. e: .. _. .or=, •... ir :.e:rt, ,.•r•t.:o.- r.: a ._ :3 _.a_; .. . - • ... ... _ .-0e.:_ to ,.u_ ... I..c . . .1 L.r.'e of ss:. .... c. :, r. at • i. It is ine.4%tdirrl•and agreed that the dclu•ery of this deed is hereby tc•nderel ::nd t'la N e •c r•• and ohlige:to"s hereof shall not become bind:nr7 upon the State of%Vasluny:ont •cnle•s,,a•ui•.•):•i rrc cp.. • and approeed hereon in writing fur the State of Washington. Department of II•gt':e-,,-. `•: tl... r': . . Right of Way Agent. Dated this 9th day of NV, 1962 . / a' / • l /cLQsc A el f� Accepted and app ot•ed.. 5�// 7-' STATE/OF WASHINGTON ID- 1••• 1 -Pour1/4b - DLP 11' OF HIGHWAYS •%rwl•I,ur, ,..,,•„\„r. By / eral, `�• ` c/ I r ,{•_1 r5.'�•' '�µ ' `• ,t Chief Right of Way A t. Ill ,.t ;� r • •, 1� •,. ... 19 a'=' ... 11 ill ,% Zw • . 1 +. % I rlrcei 1-L`. : ' (tadhduel triwMrlipaiat tem) STATE or W,uuuncrot, la. . County of. Lis- __--j i,the undersigned,a rotart public in and for the State of Washington,hereby cer1fy that on this • ._9te..- ..day of_.__Ora 1 -- ——--—perm`illy appeared before me ALV,E liU.l f-s...PPM J. PWa3 11111 l70 to me knotnz.tq.blk;1K'bdividuaLe described in and who executed the foregoing inttrurrent, a•td ac- knot:Iedged1flat:th igned and seated the same as. .Abair. _free and voluntary art ant deed, fo- the uses and'¢hrpotte's t}t[rtdn mentioned. • Given Under my'hand and official teal the day and year last a ne written., . tee cy// "'- Notary Public',amid for tit (c of Waihs.m ton. Residing at. Beattie (Corporation acknowledgment forml ,T'.TE i`r WASit1NGTON, r 35. On this r?,.y of before me personaay,.p;xarcrl and _ :,, rry known to be the and ,.+ :1.•corporation•hat executed the foregoing instrument,and acknowledged said tn:trLn.ent to i,v t):e '-cc end roiur,iary air and deed of said corporation,for the uses and pi.rposes there•n r•:eir oned and ,'i o.:rh rrve•i that authorized to execute raid instrument and OA: the „ ,, 71...4 is the c.,r'oraie ,e,iI of sold corporation. GI:A n %ruder my hand and orriciai seat the day cnd year last above written Notary Public Imi sad for the State ct Wad.rlyton. Re..dtna at e'I I z F.v CI X W :• ^ z s' i _ z : E.4 LI i cn a .0 c.„ a .. . r7), 11 1,-.i -0 ii ,. , .. ce li 0 2 -.' i , B i E . ''. •CL-. I\ • '.' ——ii:: k.- ..2-'-- .1 t-lu i 1 1 I III 11 16 _4 \ 6'-0" HIGH 8" CMU WALL (TYP) 6'-0" HIGH " CHAIN LINK GATE S..•44•: 16'-4° �- 1' W/VINYL SLATS ir j \ I � ::4. 4.Mt:.b DUMPSTER/RECYCLE ENCLOSURE SCALE: 1/8" = 1'-0" DEVELOPMENT PLANNN CITY OF RENTON .J1.�. 1 RECEWED ~Hannan,Haman&Johnson PLLC P.O. Box 1008 1230 Fryar Avenue, Sumner, WA 98390 (253)863-8126 FAX:(253)863-5854 Project No.:01A23 Date:5-24-02 Revision: Al File No. SITEDETAIL.Dwg Scale 1/8 = 1'-0" WALKER SERVICE CENTER, RENTON, WA Al 1 1 , ► HEATH &ASSOCIATES,INC. Transportation and Civil Engineering pl 4 I. Y!' I WALKER'S SERVICE CENTER TRAFFIC IMPACT ANALYSIS CITY OF RENTON, WA � B ,c�� IN 1720 v4 ���'yn y�STO:_inv-tit+" ONAL E R s •£nc1■' $1"": . Prepared for: Andrew Orsen Hansen, Hansen, & Johnson P.O. Box 1008 Sumner, WA 98390 MARCH 2002 2214 Tacoma Road•Puyallup,WA 98371 •(253)770-1401 •Fax(253)770-1473 �I 1,1 WALKER'S SERVICE CENTER TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS I. Introduction 3 II. Project Description 3 III. Existing Conditions 3 IV. Future Traffic Demand 9 V. Conclusions and Mitigation 14 Appendix LIST OF TABLES 1. Existing Level of Service 8 2. Trip Generation 9 3. 2004 PM Peak Hour LOS 10 LIST OF FIGURES 1. Vicinity Map and Roadway System 4 2. Site Plan 5 3. Existing Peak Hour Volumes 7 4. Project Trip Distribution 11 5. 2004 PM Peak Hour Volumes Without Project 12 6. 2004 PM Peak Hour Volumes With Project 13 2 WALKER'S SERVICE CENTER TRAFFIC IMPACT ANALYSIS I. INTRODUCTION This study serves to assess traffic related impacts associated with the proposed Walker's Service Center. The primary tasks of this study include a detailed assessment of existing roadway conditions and intersection congestion, forecasts of newly generated project traffic, and estimations of future delay. First, roadway information, road improvement information, and peak hour traffic counts are collected. Then a comprehensive level of service analysis of the existing volumes is performed to determine the present degree of congestion on the network. Based on this analysis, forecasts of future traffic on the surrounding street system are made. Following this forecast of traffic conditions, the future service levels for the key intersections are determined. As a final step, applicable conclusions and possible off-site mitigation measures are defined. II. PROJECT DESCRIPTION The proposed project consists of a 17,500 ft2 automobile service center located on the southeast corner of Seneca Avenue SW and SW 12th Street. Site terrain is generally level with no significant grades. Most development surrounding the proposed project is commercial and automotive retail. Additional nearby land uses include the Southcenter mall to the west. Based on preliminary projections, the construction and occupancy of the building would occur in 2004. Figure 1 on the following page shows the general project location and the surrounding street system. The proposed site plan showing the entrance locations and the overall lot configuration is shown in Figure 2. HI. EXISTING CONDITIONS A. Surrounding Street Network The street network serving the proposed office building consists of a variety of different roadways. Streets near the site range from two-lane arterials adjacent to the site to major multi-lane arterials. Characteristics for these roadways generally vary with respect to lane number,width, grades, and speeds. These differences are based on specific roadway functions and proximity to major corridors and commercial areas. 3 oe _z gw GRP`pY WAY sw 12TN 5 a/ w SITE SW I GTI1 ST N a � z a , 16 WALKER'S SERVICE CENTER AA HEATH & ASSOCIATES, INC VICINITY MAP AND ROADWAY SYSTEM Transportation and Civil Engineering FIGURE I j. (---- .....' I ��tH051 t21H StREEt. 1 1,, + A \ f _ z 1 g i . .1 .7 I- 1.. r ii,...._,,,_,.,,__-- .._ .7F " UI � , '. ,1 • ,„ I-I I. 1`L— 1 I"pr. \i ;I 1 II I i 74 1 ;-I ' I P H I 1S'/ 1 /I Pt0011� \\\ \1 —z .Ai,. . _____- _---2- 4) N NN IMF PIAM ECM 1 I WALKER'S SERVICE CENTER II HEATH & ASSOCIATES, INC SITE PLAN Transportation and Civil Engineering FIGURE 2 SW Grady Way is an east-west, multi-lane major arterial which lies north of the project. The posted speed limit is 35 mph in the vicinity of the intersection with Lind Avenue. Pavement surface is comprised of asphalt concrete, and lane widths are generally 11 to 12 feet. A two-way left turn lane (TWLTL) is provided in the project vicinity. Shoulders are typically composed of standard curb and gutter with some sections of sidewalk. Grades are generally level in the study area. r Lind Avenue SW is a north-south multi-lane arterial that lies to the east of the project. The posted speed limit is 35 mph and the pavement surface is comprised of asphalt. Lane widths are 11 to 12 feet, while shoulders consist of curb, gutter, and sidewalk. Grades are moderate in the 0 to 7 percent range. A TWLTL is provided at the intersection with SW 12th Street. Seneca Avenue SW is a north-south, two-lane roadway which borders the west side of the project. The speed limit is assumed to be 25 mph. Total roadway width is approximately 20 feet. Shoulders consist of either curb/gutter/sidewalk or gravel. There is some parking on the east side of the street or on the west shoulder. Grades are mild in the 0 to 5 percent range. SW llth Street is an east-west, two-lane roadway which borders the north edge of the project. The speed limit is assumed to be 25 mph and the pavement surface is comprised of asphalt. Shoulders consist of curb, gutter, and sidewalk. Total roadway width is roughly 27 feet. Parking is available on either side of the street. Grades are generally level. B. Peak Hour Volumes Field data for this study was collected in February of 2002. Traffic counts were taken during the evening peak period between 4 PM and 6 PM. This time period represents the worst case scenario for retail/commercial developments with respect to traffic conditions. This is primarily due to the common 8 AM to 5 PM work schedule. There would be a greater number of personal and shopping trips associated with the late afternoon period. Commuters typically return home or run errands at the same time of day which, in turn, translates to a natural peak in intersection traffic loads. Shown in Figure 3 on the following page are the weekday PM peak hour volumes for the primary intersections of SW Grady Way/Seneca Avenue SW and Lind Avenue SW/SW 12th Street. C. Existing Level of Service Peak hour information and geometric intersection data collected in the field were used to perform capacity computations in accordance with Transportation Research Board Special Report 209, commonly known as the 1997 Update to the Highway Capacity Manual. Capacity analysis is used to determine level of service(LOS) which is a general measure of the amount of congestion on a transportation facility. The concept of level of service was pioneered in the 1960's by the Transportation Research Board and is used today as the most universal measure of traffic congestion. Level of service criteria 6 (----- -..' , I I 454 29 952 r /2� st'OP 4--0 Ail ► 01235— 4-775 24 t 8 7 1030 14 Z41 w Q 3 K 15 w z_ 5W GRP`U WAY 5W 12TH 5T I 3 N U.1 u E SITE in 405 5W I GTH ST In oC 0 2 z J a Tit WALKER'S SERVICE CENTER AA HEATH & ASSOCIATES, INC EXISTING PM PEAK HOUR VOLUMES Transportation and Civil Engineering I FIGURE 3 K generally depends on the type of facility in question. Freeway LOS, for example, is measured by the density and speed of traffic. LOS for two-lane highways and intersections, on the otherhand, are dependent on the average percent time following and average vehicle delay, respectively. The methodology for determining the LOS at signalized intersections strives to determine the volume to capacity (v/c) ratios for the various intersection movements as well as the average stopped delay for those movements. Delay is generally used to measure the degree of driver discomfort, frustration, fuel consumption, and lost time. Stopped delay, in particular, is defined as the amount of time a vehicle, on average, spends not in motion at an intersection. Aside from the overall quantity of traffic, three specific factors influence signalized intersection LOS. These include the type of signal operation provided, the signal phasing pattern, and the specific allocation of green time. The methodology for determining the LOS at unsignalized intersections strives to determine the potential capacities for the various vehicle movements and ultimately determines the average total delay for each movement. Potential capacity represents the number of additional vehicles that could effectively utilize a particular movement, which is essentially the equivalent of the difference between the movement capacity and the existing movement volume. Total delay is described as the elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. Average total delay is simply the mean total delay over the entire traffic stream. Several factors influence potential capacity and total delay, including the availability of traffic stream gaps, the usefulness of those gaps, and the priority ranking of the various movements. The range for unsignalized intersection level of service is LOS A, indicating a large potential capacity and low average total delays, to LOS F, indicating a small potential capacity and heavy delays. The LOS results were determined through the use of the intersection analysis program HCS-3. HCS-3 follows Chapter 10 procedures of the 1997 HCM for unsignalized intersection analysis. The results of the LOS analysis are found below in Table 1. TABLE 1 Existing Level of Service Delays Given in Seconds Per Vehicle Intersection Control Approach LOS Delay Grady Way/Seneca Ave Stop Northbound C 15.8 Westbound LT B 11.7 Lind Ave/12th St Stop Westbound C 15.8 Eastbound B 12.6 Northbound LT A 8.4 Southbound LT B 11.0 The values of Table 1 show that low to mild delays presently exist for the targeted intersections. Northbound delays at Grady/Seneca and westbound delays at Lind/12th currently have acceptable LOS C delays. 8 D. Pedestrian and Bicycle Activity Observations for pedestrian and bicycle activity were made at the key intersections of interest. During routine peak hour volume counts, little bicycle or pedestrian activity was noted. Based on the location of the proposed development, very little non-motorist activity is anticipated near the project on Seneca Ave SW. Off-site mitigation for non- motorized trips should not be necessary. E. Sight Distance at Access Driveways Preliminary examinations of the proposed site access driveway was made to determine whether or not adequate entering and stopping sight distance can be provided for inbound and outbound project traffic onto Seneca Avenue. No sight distance problems are expected. Seneca is a low volume, low speed roadway. IV. FUTURE TRAFFIC DEMAND A. Project Trip Generation Trip generation is used to determine the magnitude of project impacts on the surrounding street system. Data presented in this report was taken from the Institute of Transportation Engineer's publication Trip Generation, Sixth Edition. The land use code used for this project was Automobile Care Center(LUC 840). ITE average rates were used for the volume estimations. Data for the PM peak hour between the hours of 4 PM and 6 PM was used for future traffic estimations and future capacity analysis. An independent variable of 17,500 square feet was used. Table 2 below shows the trip generation values used. TABLE 2 Trip Generation—Automobile Care Center Time Period Volume AWDT (no rate given) AM Peak Inbound 33 vph AM Peak Outbound 18 vph AM Peak Total 51 vph PM Peak Inbound 30 vph PM Peak Outbound 30 vph PM Peak Total 60 vph As shown in the table, a slightly higher number of trips are expected for the PM peak hour versus the AM peak. Morning peak trips in the overall roadway system generally do not include as many work to shopping to home trips as in the PM peak hour. A 50/50 inbound/outbound split is expected for the PM peak hour. 9 B. Trip Assignment and Distribution Trip distribution describes the process by which project generated trips are dispersed on the street network and intersections surrounding the site. The primary goal of this process is to appropriately add future project traffic to the road system and primary intersections using anticipated travel patterns and vehicular access paths. Peak hour trips created by the project are expected to follow the general trip patterns and dispersion schemes shown in Figure 4. Primary trips are expected to distribute with 15 percent westerly on Grady Way, 15 percent southerly on Lind Avenue, and 70 percent easterly on Grady Way. C. Future Traffic Volumes With and Without the Project The owners of the project anticipate a completion date for the build out of this project by 2004. This build out year is used as the horizon forecast year. Future 2004 traffic volumes without the project were derived by applying a 3 percent annual growth rate to the existing traffic volumes shown in Figure 3. Figure 5 represents 2004 volumes without the project while cumulative 2004 traffic with all background growth and project trips are given in Figure 6. D. Future Level of Service Revised level of service estimates were determined using future peak hour volumes with and without project generated trips added. This analysis once again involved the HCS-3 program. A brief summary of the results for the 2004 PM peak hour is shown below in Table 3. TABLE 3 2004 PM Peak Hour Level of Service Delays Given in Seconds Per Vehicle Without Project With Project Intersection Control Approach LOS Delay LOS Delay Grady/Seneca Stop Northbound C 16.6 C 18.9 Westbound LT B 12.2 B 12.5 Lind/12th St Stop Westbound C 16.8 C 16.8 Eastbound B 13.1 B 14.3 Northbound LT A 8.5 A 8.6 Southbound LT B 11.4 B 11.4 As shown in the table, very little change in delay occurs, and no approach increases in LOS due to project traffic. As in current operation, northbound delays at Grady/Seneca and westbound delays at Lind/12th show LOS C delays. All other delays should be at LOS A or LOS B. 10 700 N 70 4-0 0--► STOP —O 50 5 0 0 5 13 oL K w 13 70% 5W G�D WAY 5v,/ 12Sh 5 15% N a ILj U w SITE 1 5% 5W 16TH 5T N INBOUND: 30 VPH OUTBOUND: 30 VPH is WALKER'S SERVICE CENTER AA HEATH & ASSOCIATES, INC TRIP DISTRIBUTION-PROJECT TRAFFIC Transportation and Civil Engineering FIGURE 4 y 12 482 31 10 55 2-0. 0 f--0 1310—� --822 259 7 1093 15 w +41 I♦Ir3 w 3 16 QZ sw GUY WAY 5W 12Th 5 W SITE 405 5W I6TH 5T N w � p nC Z J > 16 WALKER'S SERVICE CENTER HEATH & ASSOCIATES, INC 2004 PM PEAK HOUR VOLUMES WITHOUT PROJECT Transportation and Civil Engineering FIGURE 5 • (1; 48255 2-0. STOP 1-0 30—+41 1 r8 1310-111. 822 12 1093 15 w 12 r 16 29 oL QZ K SW G�`OY WAY 5W 12Th 5T W SITE 405 SW 16T11 ST In Z J , 167 WALKER'S SERVICE CENTER HEATH & ASSOCIATES, INC 2004 PM PEAK HOUR VOLUMES WITH PROJECT Transportation and Civil Engineering FIGURE 6 V. CONCLUSIONS AND MITIGATION The proposed Walker's Service Center is expected to generate a mild amount of new traffic by the 2004 build out year. Roughly 51 total inbound and outbound trips are anticipated during the AM peak hour. During the PM peak hour, 30 trips are expected into the site with 30 trips outbound. Several intersections were examined as part of this study primarily to acquire traffic volumes in front of the office building project. The intersections of Grady Way/Seneca Avenue and Lind Avenue/12th Street are anticipated to have low increases in delay due to project traffic. None of the intersections are expected to operate at higher than LOS C delays overall, and no increases in LOS due to project traffic are expected at any intersection approach. Two-way left turn lanes are available on Grady Way at Seneca Avenue, as well as on Lind Avenue at 12th Street. Left turn lane warrants are not required. Based on this traffic analysis, no mitigation measures for the Walker's Service Center project are proposed. 14 WALKER'S SERVICE CENTER TRAFFIC IMPACT ANALYSIS APPENDIX 15 LEVEL OF SERVICE The following are excerpts from the 1994 Highway Capacity Manual- Transportation Research Board Special Report 209, as well as the 1997 Update to the HCM. The concept of levels of service uses qualitative measures that characterize operational conditions within a traffic stream and their perception by motorists and passengers. The descriptions of individual levels of service characterize these conditions in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six levels of service are defined for each facility for which analysis procedures are available. They are given letter designations, from A to F, with LOS A representing the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions. Level-of-Service definitions The following definitions generally define the various levels of service for arterials. Level of service A represents primarily free-flow operations at average travel speeds, usually about 90 percent of the free-flow speed for the arterial classification. Vehicles are seldom impeded in their ability to maneuver in the traffic stream. Delay at signalized intersections is minimal. Level of service B represents reasonably unimpeded operations at average travel speeds, usually about 70 percent of the free-flow speed for the arterial classification. The ability to maneuver in the traffic stream is only slightly restricted and delays are not bothersome. Level of service C represents stable operations; however, ability to maneuver and change lanes in midblock locations may be more restricted than in LOS B, and longer queues, adverse signal coordination, or both may contribute to lower average travel speeds of about 50 percent of the average free-flow speed for the arterial classification. Level of service D borders on a range in which small increases in flow may cause substantial increases in approach delay and hence decreases in arterial speed. LOS D may be due to adverse signal progression, inappropriate signal timing,high volumes, or some combination of these. Average travel speeds are about 40 percent of free-flow speed. Level of service E is characterized by significant delays and average travel speeds of one- third the free-flow speed or less. Such operations are caused by some combination of adverse progression, high signal density, high volumes, extensive delays at critical intersections, and inappropriate signal timing. 16 Level of service F characterizes arterial flow at extremely low speeds, from less than one- third to one-quarter of the free-flow speed. Intersection congestion is likely at critical signalized locations, with long delays and extensive queuing. These definitions are general and conceptual in nature, and they apply primarily to uninterrupted flow. Levels of service for interrupted flow facilities vary widely in terms of both the user's perception of service quality and the operational variables used to describe them. For each type of facility, levels of service are defined based on one or more operational parameters that best describe operating quality for the subject facility type. While the concept of level of service attempts to address a wide range of operating conditions, limitations on data collection and availability make it impractical to treat the full range of operational parameters for every type of facility. The parameters selected to define levels of service for each facility type are called "measures of effectiveness" or "MOE's", and represent available measures that best describe the quality of operation on the subject facility type. Each level of service represents a range of conditions, as defined by a range in the parameters given. Thus, a level of service is not a discrete condition, but rather a range of conditions for which boundaries are established. The following tables describe levels of service for signalized and unsignalized intersections. Level of service for signalized intersections is defined in terms of delay. Delay is a measure of driver discomfort, frustration, fuel consumption and lost travel time. Specifically, level-of-service criteria are stated in terms of the average stopped delay per vehicle for a 15-minute analysis period. Level of service for unsignalized intersections is measured in terms of potential capacity and average total delay of the lane in question. Signalized Intersections -Level of Service Stopped Delay per Level of Service Vehicle(sec) A <_10 B > 10 and 5.20 C >20 and 535 D >35 and 555 E >55 and 580 F >80 17 Unsignalized Intersections -Level of Service Average Total Delay Level of Service per Vehicle (sec) A <_10 B > l 0 and 515 C > 15 and <_25 D >25 and 535 E >35 and <_50 F >50 As described in the 1997 Highway Capacity Manual, level of service breakpoints for all- way stop controlled (AWSC) intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from different kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an AWSC intersection. Thus a higher level of control delay is acceptable at a signalized intersection for the same level of service. AWSC Intersections -Level of Service Average Total Delay Level of Service per Vehicle (sec) A <_10 B > 10 and 515 C > 15 and <_25 D >25 and 535 E >35 and 5.50 F >50 18 WALKER' S SERVICE CENTER Summary of Trip Generation Calculation For 17 . 5 Th.Gr. Sq. Ft . of Automobile Care Center March 19, 2002 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 0 . 00 0 . 00 1 . 00 0 7-9 AM Peak Hour Enter 1 . 91 0 . 00 1 . 00 33 7-9 AM Peak Hour Exit 1 . 03 0 . 00 1 . 00 18 7-9 AM Peak Hour Total 2 . 94 2 . 15 1 . 00 51 4-6 PM Peak Hour Enter 1 . 69 0 . 00 1 . 00 30 4-6 PM Peak Hour Exit 1 . 69 0 . 00 1 . 00 30 4-6 PM Peak Hour Total 3 . 38 2 . 15 1 . 00 59 AM Pk Hr, Generator, Enter 1 . 93 0 . 00 1 . 00 34 AM Pk Hr, Generator, Exit 1 . 29 0 . 00 1 . 00 23 AM Pk Hr, Generator, Total 3 . 22 2 . 27 1 . 00 56 PM Pk Hr, Generator, Enter 2 . 05 0 . 00 1 . 00 36 PM Pk Hr, Generator, Exit 1 . 96 0 . 00 1 . 00 34 PM Pk Hr, Generator, Total 4 . 01 2 . 51 1 . 00 70 Saturday 2-Way Volume 15 . 86 0 . 00 1 . 00 278 Saturday Peak Hour Enter 0 . 00 0 . 00 1 . 00 0 Saturday Peak Hour Exit 0 . 00 0 . 00 1 . 00 0 1 Saturday Peak Hour Total 0 . 00 0 . 00 1 . 00 0 Sunday 2-Way Volume 2 .59 0 . 00 1 . 00 45 Sunday Peak Hour Enter 0 . 00 0 . 00 1 . 00 0 Sunday Peak Hour Exit 0 . 00 0 . 00 1 . 00 0 Sunday Peak Hour Total 0 . 00 0 . 00 1 . 00 0 Note : A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997 . TRIP GENERATION BY MICROTRANS T' Heath & Associates Inc. Transportation Division 2214 Tacoma Road File Name : untitled4 Puyallup, WA 98371 Site Code : 00001895 Start Date : 02/26/2002 Page No : 1 Groups Printed-Unshifted SW GRADY WY SENECA AVE SW SW GRADY WY Westbound Northbound Eastbound Start lime Right. Thru Left Right Thru Left Right Thru Left Int.Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 0 167 4 6 0 1 5 274 0 457 04:15 PM 0 192 0 2 0 1 5 288 0 488 04:30 PM 0 210 1 3 0 1 3 308 0 526 04:45 PM 0 185 1 _ 2 0 0 1 308 0 497 Total 0 754 6 13 0 3 14 1178 0 1968 05:00 PM 0 192 1 6 0 2 1 296 0 498 05:15 PM 0 188 0 4 0 0 2 323 0 517 05:30 PM 0 192 0 2 0 2 1 283 0 480 05:45 PM 0 181 1 4 0 0 1 272 0 459 1 Total 0 753 2 16 0 4 5 1174 0 1954 Grand Total 0 1507 8 29 0 7 19 2352 0 3922 Apprch% 0.0 99.5 0.5 80.6 0.0 19.4 0.8 99.2 0.0 Total% 0.0 38.4 0.2 0.7 0.0 0.2 0.5 60.0 0.0 a I ic_o 7. 2 North >- 4...—il g--0 4----J— c' 2 kg 2/26/02 4:00:00 PM -S 3 ^�E+ 2/26/02 5:45:00 PME. N1 - . �o3 UnehlRed i_i a 4i r M/MFZ1 MI 1 271 Inn I 631 Out In Total SENECA AVE SW I . Heath & Associates Inc. • Transportation Division 2214 Tacoma Road File Name : untitled4 Puyallup, WA 98371 Site Code : 00001895 Start Date : 02/26/2002 Page No : 2 SW GRADY WY SENECA AVE SW SW GRADY WY Westbound Northbound Eastbound Start Time Right Thru Left Total Right Thru Left T � Right Thru Left Total Int.Total Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 Intersection 04:30 PM Volume 0 775 3 778 15 0 3 18 7 1235 0 1242 2038 Percent 0.0 99.6 0.4 83.3 0.0 16.7 0.6 99.4 0.0 04:30 Volume 0 210 1 211 3 0 1 4 3 308 0 311 526 Peak Factor 0.969 High Int. 04:30 PM 05:00 PM 05:15 PM Volume 0 210 1 211 6 0 2 8 2 323 0 325 Peak Factor 0.922 0.563 0.955 4 _� North - 0y 2 -4 O CN ^� �� G) 2/26/02 4:30:00 PM -4'0 .— L 2/26/02 5:15:00 PM 1 — re , W O m — UnshUted m —r- io E 41 r INN I tol sn 1 281 Out In Total SFNECA AVF SW 1 Heath & Associates Inc. Transportation Division 2214 Tacoma Road File Name : untitled4 Puyallup, WA 98371 Site Code : 00001895 Start Date : 02/20/2002 Page No : 1 Groups Printed-Unshifted LIND AVE SW SW 12TH ST LIND AVE SW SW 12TH ST Southbound Westbound Northbound Eastbound Start Time Right Thru Left_ Right Thru Left Right Thru Left Right Thru_ Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 6 125 6 9 0 2 6 274 3 6 1 2 440 r 04:15 PM 1 106 7 11 0 2 2 254 1 6 1 3 394 04:30 PM 0 108 15 13 0 3 2 270 2 3 0 0 416 04:45 PM 4 115 1 19 0 1 4 232 1 9 0 4 390 Total 11 454 29 52 0 8.' 14 1030 7 24 2 9 1640 05:00 PM 2 116 1 17 0 4 6 273 2 10 0 3 434 05:15 PM 1 85 6 11 0 2 5 268 0 7 0 2 387 05:30 PM 3 93 8 8 0 4 7 253 1 4 0 0 381 05:45 PM 0 77 4 6 0 2 1 165 1 _ 5 0 0 261 Total 6 371 19 42 0 12 19 959 4 26 0 5 1463 Grand Total 17 825 48 94 0 20 33 1989 11 50 2 14 3103 Apprch% 1.9 92.7 5.4 82.5 0.0 17.5 1.6 97.8 0.5 75.8 3.0 21.2 Total% 0.5 26.6 1.5 3.0 0.0 0.6 1.1 64.1 0.4 1.6 0.1 0.5 LIND AVE SW 17 825 48 Right TrLgft _.' 4. I * _ o p c°oi" F F North �--a: - c N ► 2/20/02 4:00:00 PM 3 2/20/02 5:45:00 PM + _ (1) - - 0) o N in Unshifted - p 10 g V F4 =1 11 lllllllli�1 � III I 8951 Wrall L2829i Out In Total L1ND AVE SW Heath & Associates Inc. • Transportation Division 2214 Tacoma Road File Name : untitled4 Puyallup, WA 98371 Site Code : 00001895 Start Date : 02/20/2002 Page No : 2 LIND AVE SW SW 12TH ST LIND AVE SW SW 12TH ST Southbound Westbound Northbound Eastbound Start Time Right Thru Left App. Right Thru Left App. Right Thru Left App. Right Thru Left App. Ina. Total Total Total Total Total Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 Intersection 04:00 PM Volume 11 454 29 494 52 0 8 60 14 1030 7 1051 24 2 9 35 1640 Percent 2.2 91.9 5.9 86.7 0.0 13.3 1.3 98.0 0.7 68.6 5.7 25.7 04:00 6 125 6 137 9 0 2 11 6 274 3 283 6 1 2 9 440 Volume Peak Factor 0.932 High Int. 04:00 PM 04:45 PM 04:00 PM 04:45 PM Volume 6 125 6 137 19 0 1 20 6 274 3 283 9 0 4 13 Peak Factor 0.901 0.750 0.928 0.673 LIND AVE SW 11 454 29 Right Le e 11;)„, North �eO N N— — F 2/20/02 4:00:00 PM Ni 3 _ 2/20/02 4:45:00 PM = Unshifted i14 —p o a rn— 4 I ro ® Evra 1 15371 Out In Total LIND AVF SW HCS : Unsigni zed Intersections Release - . 2 ' TWO-WAY STOP CONTROL SUMMARY ntersection: Seneca Ave & Grady Way analyst : ExiSTI1G PM PEAK HOUR, voLUMES Project No. : ate : ast/West Street : SW Grady Way North/South Street : Seneca Avenue SW ntersection Orientation: EW Study period (hrs) : 0 . 25 Vehicle Volumes and Adjustments "ajor Street : Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R olume 1235 7 3 775 hourly Flow Rate, HFR 1286 7 3 842 Percent Heavy Vehicles -- -- 1 -- -- edian Type TWLTL ..T Channelized? Lanes 2 0 1 2 onfiguration T TR L T pstream Signal? No No '"inor Street : Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R olume 3 15 hourly Flow Rate, HFR 5 26 Percent Heavy Vehicles 1 1 ercent Grade (%) 0 0 ..edian Storage 5 Flared Approach: Exists? No Storage T Channelized? Lanes 0 0 -onfiguration LR Delay, Queue Length, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 1 7 8 9 10 11 12 Lane Config L LR v (vph) 3 31 C(m) (vph) 537 364 /c 0 . 01 0 . 09 _5% queue length 0 . 00 0 . 19 Control Delay 11 . 7 15 . 8 OS B C pproach Delay 15 . 8 Approach LOS C HCS : Unsign zed Intersections Release ' . 2 • TWO-WAY STOP CONTROL SUMMARY :ntersection: Seneca Ave & Grady Way analyst : Project No. 2ooy PM PEAK HOUR vowMES wITHouT PRoJEcT ate : _ast/West Street : SW Grady Way North/South Street : Seneca Avenue SW ntersection Orientation: EW Study period (hrs) : 0 .25 Vehicle Volumes and Adjustments "ajor Street : Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R olume 1310 7 3 822 hourly Flow Rate, HFR 1364 7 3 893 Percent Heavy Vehicles -- -- 1 -- -- edian Type TWLTL ..T Channelized? Lanes 2 0 1 2 onfiguration T TR L T pstream Signal? No No "inor Street : Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R olume 3 16 Hourly Flow Rate, HFR 5 28 Percent Heavy Vehicles 1 1 'ercent Grade (%) 0 0 .Median Storage 5 Flared Approach: Exists? No Storage :T Channelized? Lanes 0 0 -!onfiguration LR Delay, Queue Length, and Level of Service .pproach EB WB Northbound Southbound Movement 1 4 17 8 9 i I 10 11 12 Vane Config L LR v (vph) 3 33 C (m) (vph) 502 342 /c 0 . 01 0 . 10 J5% queue length 0 . 00 0 . 25 Control Delay 12 .2 16 . 6 ,OS B C ,pproach Delay 16 . 6 Approach LOS C 1 HCS : Unsigm zed Intersections Release - . 2 TWO-WAY STOP CONTROL SUMMARY atersection: Seneca Ave & Grady Way analyst : Project No. : 2004 PM PEAK HouR voLvmES w)TH PRaJECT ate : -ast/West Street : SW Grady Way North/South Street : Seneca Avenue SW ntersection Orientation: EW Study period (hrs) : 0 . 25 Vehicle Volumes and Adjustments "ajor Street : Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R olume 1310 12 16 822 Hourly Flow Rate, HFR 1364 12 17 893 Percent Heavy Vehicles -- -- 1 -- -- edian Type TWLTL nT Channelized? Lanes 2 0 1 2 onfiguration T TR L T _pstream Signal? No No Amor Street : Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R 'olume 8 29 Hourly Flow Rate, HFR 14 51 Percent Heavy Vehicles 1 1 'ercent Grade (%) 0 0 i•Iedian Storage 5 Flared Approach: Exists? No Storage _:T Channelized? Lanes 0 0 !onfiguration LR Delay, Queue Length, and Level of Service .pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Vane Config L LR v (vph) 17 65 C (m) (vph) 500 324 -/c 0 . 03 0 . 20 J5% queue length 0 . 00 0 . 76 Control Delay 12 . 5 18 . 9 ,OS B C _ipproach Delay 18 . 9 Approach LOS C HCS : Unsign< zed Intersections Release - . 2 TWO-WAY STOP CONTROL SUMMARY ztersection: Lind Avenue & 12th Street ,na l ys t : Project No. : E1(157110G PM PEAZ HoUA VoLUxE5 ate : ast/west Street : SW 12th Street North/South Street : Lind Avenue SW atersection Orientation: NS Study period (hrs) : 0 . 25 Vehicle Volumes and Adjustments "ajor Street : Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R plume 7 1030 14 29 454 11 hourly Flow Rate, HFR 7 1107 15 32 504 12 Percent Heavy Vehicles 0 -- -- 0 -- -- edian Type TWLTL ..T Channelized? Lanes 1 2 0 1 2 0 onfiguration L T TR L T TR pstream Signal? No No "inor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R plume 8 0 52 9 2 24 Hourly Flow Rate, HFR 10 0 69 13 2 35 Percent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 ,Median Storage 3 Flared Approach: Exists? No No Storage T Channelized? Lanes 0 1 0 0 1 0 onfiguration LTR LTR Delay, Queue Length, and Level of Service pproach NB SB Westbound Eastbound Movement 1 4 17 8 9 10 11 12 T.ane Config L L 1 LTR LTR v (vph) 7 32 79 50 C (m) (vph) 1060 630 411 524 /c 0 . 01 0 . 05 0 . 19 0 . 10 �5 queue length 0 . 00 0 . 00 0 . 74 0 .25 Control Delay 8 .4 11 . 0 15 . 8 12 . 6 OS A B C B pproach Delay 15 . 8 12 . 6 Approach LOS C B HCS : Unsign, zed Intersections Release ' . 2 TWO-WAY STOP CONTROL SUMMARY ntersection: Lind Avenue & 12th Street ,nalyst : c 2ooy pm PEAK y U ovR voLMES w'THouT P, o JE T Project No. : ! ate: ast/West Street : SW 12th Street North/South Street : Lind Avenue SW ntersection Orientation: NS Study period (hrs) : 0 . 25 Vehicle Volumes and Adjustments Major Street : Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R 'olume 7 1093 15 31 482 12 Hourly Flow Rate, HFR 7 1175 16 34 535 13 Percent Heavy Vehicles 0 -- -- 0 -- -- ledian Type TWLTL _IT Channelized? Lanes 1 2 0 1 2 0 'onfiguration L T TR L T TR rpstream Signal? No No 'linor Street : Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R volume 8 0 55 10 2 25 Hourly Flow Rate, HFR 10 0 73 14 2 37 Percent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 .Median Storage 3 Flared Approach: Exists? No No Storage .T Channelized? Lanes 0 1 0 0 1 0 'onfiguration LTR LTR Delay, Queue Length, and Level of Service approach NB SB Westbound Eastbound Movement 1 4 7 8 9 I 10 11 12 Lane Config L L LTR I LTR .r (vph) 7 34 83 53 C (m) (vph) 1032 593 388 497 r/c 0 . 01 0 . 06 0 . 21 0 . 11 35% queue length 0 . 00 0 . 04 0 . 84 0 . 31 Control Delay 8 . 5 11 .4 16 . 8 13 . 1 JOS A B C B approach Delay 16 . 8 13 . 1 Approach LOS C B i HCS : Unsign .zed Intersections Releas, - . 2 TWO-WAY STOP CONTROL SUMMARY ntersection: Lind Avenue & 12th Street J-Lnalyst : 2soy PM PEAS fiou voLuNIES w"TH PROJECT Projec Proect No. : ate : _ast/West Street : SW 12th Street North/South Street : Lind Avenue SW ntersection Orientation: NS Study period (hrs) : 0 . 25 Vehicle Volumes and Adjustments "ajor Street : Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R 'olume 12 1093 15 31 482 19 Hourly Flow Rate, HFR 12 1175 16 34 535 21 Percent Heavy Vehicles 0 -- -- 0 -- -- ledian Type TWLTL .:T Channelized? Lanes 1 2 0 1 2 0 'onfiguration L T TR L T TR rpstream Signal? No No -Iinor Street : Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R volume 8 0 55 17 2 30 Hourly Flow Rate, HFR 10 0 73 25 2 44 Percent Heavy Vehicles 0 0 0 0 0 0 >ercent Grade (%) 0 0 .Iedian Storage 3 Flared Approach: Exists? No No Storage ;T Channelized? Lanes 0 1 0 0 1 0 'onfiguration LTR LTR Delay, Queue Length, and Level of Service approach NB SB Westbound Eastbound Movement 1 4 7 8 9 I 10 11 12 T,ane Config L L LTR I LTR v (vph) 12 34 83 71 C (m) (vph) 1025 593 387 459 n/c 0 . 01 0 . 06 0 . 21 0 . 15 J5% queue length 0 . 00 0 . 04 0 . 84 0 . 55 Control Delay 8 . 6 11 .4 16 . 8 14 . 3 JOS A B C B pproach Delay 16 . 8 14 . 3 Approach LOS C B Walker's New Service Center and Showroom Construction Mitigation Description June 25, 2002 1. Proposed Construction Dates: Begin earthwork and utility work September 2002. Complete project by May 2003 2. Hour of Operation: 7 a.m. —4 p.m., Monday-Friday 3. Proposed Hauling and Transportation Routes: Grady Way to Seneca to site 4. Mitigation: Provide filtration fence, cones/flaggers, riprap at entrance to site 5. Specialty Hours: No overtime work, weekend or late night work scheduled. 6. Preliminary Traffic Control: Enter via Seneca Street from Grady Way. Return to Grady Way via Seneca. Return to Grady Way via 13`h Street and Raymond Avenue during peak truck activity. Traffic control and use of cones probable at Seneca and 12th and at Seneca and 13`h DEVELOPMENT PLANNING CITY OF RENTON JUN 2 6 201.'' RECEIVED Hansen, Hansen, and Johnson Architects, PLLC 1'. 11/10/99 09:25 FAX 253 3052 DAYIES PE.',RSON 1 a 002 SS-4 j. oxm• Applicauon for Employer Identification Number-- n�} or use by em l er•s,corporatienaa,partnershi s trusts.estates.churches, _EtN .(F �' t v V 6 g/ 7 (Rt..February tttae) . government agencies.pertain individuals,and others.See Instructions.) Wtr1 pir .nt rl.Timmy - uc �. Mama/Re..ewe tonic.* I►Keep a copy for your records. OMB No.1 sa.,0003 1 Name of applicant(legal.iame)(see instructions) , D & C Invetments, L.L.C. 7 2 Trade name of business Of different from name an line 1) 3 Executor,trustee,'care or name ' U E' 4a Mailing address(street dare^.;)(room,apt.,or suite no.) 5a Business address(if different Item address on linen 4a end 40) 720 Rainier Avemue south 4b City,state,and ZIP aedet 6b City,state,and ZIP code zr Renton, WA 980r5 _, n 6 County and state where principal business Is iecated • i r. King County, W ry h ingtor> 7 Name of principal ottlrer general partner,grantor,owner,or truster—SSN or IT)N maybe required(sae instructions)t► 53 3-6 21-15 S 9 Dale E. Weir De Type of entity(Check only erie box)(see instru Iono) Caution:If eppkant id a din find eilaily compeerry,sea the ins:meths for Ina Sax , n c.,i-^.^^,tutor rQ�ag, f1 st.ute rSSN of tf ent) [J Partnership ❑ Personal service eerp. ❑ Plan administrator(SSN) REMIC 0 National Guard Other corporation(specify)o. LLC - 0 St:01101 al government 0 Fanners cooperetivo Trust - • Church or church-centre-flied organisation 0 Fessnt government/military Other nonprofit organization(coecify)► (enter C!ht if appl'k.able) • El Other(specify)►. Bb It a corporation•name the state or foreign country State Foreign catrniry - (if applicable)where incorporated S Raezan fo-apolyinc(Ch tz'anly one be )',seelnstr=.i.ir) E Bertktng burp',"'{specify purpose).., rr St r'd,,.b,uµ ._....(:,pecify type)'t.clt,i n ,,,;<raz,1-. th>Re rice pi organisation(specify new type)' 0 p e,-ate, a-&e ` 1/p 4;1 acop Q Purchased going business U tired employees(Ch*c(the bur and see line 12.) E Croatid a trust(specify type)). © Creates a pension plan'iepecify type)tit- ❑ Other(specify) • 10 Date business started or ac,;luired(month.Cay.year)(See instruQlens) 11 Closing month of accounting year(sea irtctructlons) 11/1/99 December 12 first date wages or annutlieh were paid or will be paid(month,cloy,year).Note:Ifappkcant Is a withholdhtg agent.enter date income will irrsr be paid to nonresident akn.(month,c gy,year) , ). 11 /1/9 13 Highest number of employees expected in me next 12 rnonlne.Note:If theappiicant does riot I Nona prieul et Agriculturist HouseholdexpeCI CO hove orgy eel,µ/,'-(lie,awl;gr 11,v rv.':N.I.d IMP 0,(sea notWetbnr) (� n 1? ll/a 14 Principelseti,ity(seetnstru?tiona)s c1Pvin1nI, glen, nppra_rp . LAaaA real /pro snri .l prrtriPri-y 15 is the principal business soda/IY manufacturing? 0 Yes a No If"Yes,'principal preaduct and raw material used — 15 To whom are most of the prixiucts or services sold?Plea3c check one box. p Business(wholesale) • Public(retail) 0 Other(specify)! Q N/A 1 17a Has the applicant ever applied for an employer identification number for this or any caner business? ❑ Yes 2 No Nom r('Yec.-pieese comlllere lines 77b and 17c. 17b If you checited'Yes'on lint 17a,give applicant's legal name and trade name shown on prior application,if different from line 1 or 2 above, Lagal neryle► Trade name I► 17C Approximate date wnur atilt city and state where me application was flied, Error previous employer identl{alien number if known, Aparodimate Gate when nlep rtnn.day.year) I City are state where fiat Pte:ova L.IN Unaag pan;tea;ai o.rjury,I doetse gnat I hake csommid vie appi axon.and to Me DscJ ri my icnorisdea ow Mel.t is true.correct.one asmpelc. 1 busmen tclepnone number Oriels/tie arcs cute) 425-226-2775 ,,:� fax taleph aei numbrr(Include,area toe,)Namu..te title('':Casa type orpd11-.R.rl•y,l;'*"' .- ,,,,,...- Dale E Walker, Manager Signature► �Ja �`^�:::<, ./; •%';' C_---------- - e //-/- 9.9 , • z Note:Do not write below this fine.Por oltaar use only. Please leave Gat"- f ins. Claes. Slze I Reason for applying blank).. For Paperwork Reduction Act Notice,see p,ge A. ISA -DENCEOPMENT PLANNING s1F Fro rfepr VI'1'i`�JT�7'I Vr1aW) • JUN 2 6 200? RECEIVED CONSENT TO ACTION OF MEMBERS IN LIEU OF ANNUAL MEETING OF D & C INVESTMENTS, LLC The undersigned, consisting of all of the members of D & C Investments, LLC and pursuant to Section 4.8 of said company's agreement, hereby consent to the following actions of the members as follows: 1. The members confirm the continued appointment of Dale E. Walker to serve as manager until the next annual meeting or until his successor qualifies. 2. Davies Pearson, P.C. shall serve as the registered agent for the company. 3. All actions of the members and manager for the fiscal period now ending are ratified and d by the members. DATED FFECT t 2th day of December, 2000. p004y DALE E. WALKER, Member CHERY J. ALKER, Member CEvELOPMENT P�V CITY OF REratANING JUN262o0 RECEIVED S:\I XXXX\120XX1I 2069\I\dots\CONM I N 00.doc „,i,.,STAT4.o4, 'STATE'OF WASHINGTON , II t DEPARTMENT OF LICENSING I;,; MASTER LICENSE SERVICE Hy a°' Renewal Agentfor SECRETARY OF;STATE, OFFICE USE ONLY LIMITED LIABILITY COMPANY LICENSE RENEWAL,& ANNUAL REPORT ” - Limited Liability Company Name,Registered Agent&'Office Address: 01 P-400-731-0003 0002377 AB '**AUTO 113 0 1063.9B401-165757. ,.; II;i Li1111111L111111LuilL11„iGIil,iuli111i6i 1111111 Unified Business ID# 6 01 D & C INVESTMENTS,' L."L.C" . ` C/O DAVIES PEARSON P •C State Of Formation WA 920, FAWCETT ° ' PO BOX 657 " Date of Formation. 11-.04-19 9 9 TACOMA W.A 98401-1657 98401 Expiration D ate* 11-30-2000' If the registered agent and/or office address shown above' Submit completed renewal/annual report&.fees by the expiration Ldate to avoid$25 00late:fee,or possible dissolution/cancellation. has changed,mark the box and complete the reverse side.. , LICENSE.RENEWAL SECTION.'i '*After renewal-your new expiration date.will be: 11 3 0-2 001 . DOMESTIC LIMITED LIABILITY COMPANY $ 50 . 00 RENEWAL APPLICATION FEE $ 9. 00 FAILURE TO RETURN•COMPLETED FORM AND PAY FEES BY THE Make check payable to STATE TREASURER EXPIRATION DATE WILL RESULT, IN DELINQUENCY FEES. AND in U.S.FUNDS only MAY LEAD TO THE DISSOLUTI.ON OF YOUR COMPANY. TOTAL FEES DUE: $ 5 9 . 0 0 FEES&REPORT REQUESTED BY: 11-15-2000 ANNUAL REPORT SECTION -You must complete the entire section below each year. Telephone number of Limited Liability Company: ( 425 ) 226 - 2775 Address of principal place of business in WA: 720 Rainier Avenue South Renton WA 90053 ADDRESS CITY STATE ZIP If formed outside of Washington give the principal office address in the state or country of origin: , ADDRESS CITY STATE ZIP Briefly describe the nature of your gealEstate Developmemt business conducted in Washington: Is the Limited Liability Company managed by managers? :ayes ❑ No List title,name and address of managers,if applicable. Otherwise,list title,name and address of members: (Attach additional sheets in the same format,if necessary. Include your UBI#on each page.) Manager Dale E. Walker 720 Rainier Ave . So. Renton WA 98055 TITLE NAME ADDRESS CITY STATE ZIP Member Cheryl J. Walker 720 Rainier Ave. So. Renton WA 90055 TITLE NAME ADDRESS CITY STATE ZIP TITLE NAME ADDRESS CITY STATE ZIP DEVELOPMENT PLANNING TITLE NA ADDRESS CFY OF REN'i ON CITY STATE ZIP JUN 2 &2- REV / -d0 A ER O A AG TITLE DATE SIGNED FORM MUST BE SIGNED BY A MEMBER OR MANAGER LISTED ABOVE Please return to: DEPARTMENT OF LICENSING MASTER LICENSE SERVICE The Department of Licensing has a policy of providing equal access to its services. PO BOX 9034 If you need soecial accommodation,please call(360)664-1400 or TTY(360)586-2788. OLYMPIA WA 98507-9034 SURFACE WATER DRAINAGE REPORT AND ANALYSIS FOR WALKER'S SERVICE CENTER AND SHOWROOM Renton, Washington • • }mot }�• 1 k � r� t E f Job No.: 02-010 SEGA Engineers/ Structural & Civil Consulting Engineers 22928 SE 312i°ST (360)886-1017 Black Diamond,WA 98010 Copyright 2002,SEGA Engineers • IF SURFACE WATER DRAINAGE REPORT AND ANALYSIS FOR WALKER'S SERVICE CENTER AND SHOWROOM June 21, 2002 Prepared by: Greg A. Thesenvitz, PE Job No.: 02-010 Copyright 2002,SEGA Engineers SURFACE WATER DRAINAGE ANALYSIS FOR THE WALKER'S SERVICE CENTER AND SHOWROOM SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. RENTON, WASHINGTON June 19, 2002 Introduction This portion of the analysis is included to give a brief overview of the project and a description of the existing storm drainage system on and off the site. For this analysis one site visit was made to note the condition of the existing drainage system. Field observations were completed on June 15,2002. The proposed project involves the construction of a new automotive sales and service facility, parking facilities,and associated improvements. The project also involves demolition of an existing automotive service building and roadway. Existing site topographic maps, U.S.G.S. maps,City of Renton Storm Drainage maps,and a field investigation were used to determine the existing drainage configuration. Proposed Site The proposed building is located on Southwest 12th Street at the corner of Seneca Avenue Southwest, in Renton,Washington. The site is approximately 2.12 acres and is currently partially developed with an existing automotive service facility and paved parking. The site also includes a portion of Southwest 13th Street(to be vacated) which is paved and the remainder of the site covered by brush. The new facility will be located at the west central portion of the site with parking and drives to the north,west, and south. The existing building on the east side of the site will be demolished and removed. Approximately 62,000 sf of new paved parking lots will be constructed on the north, south and west side of the new building. The existing paving and parking lot(approximately 18,000 sf) will be removed and re-graded to match new grades. Existing Drainage Conditions _ •• • The site is relatively level with minor undulations.Surface runoff from the existing site appears to primarily infiltrate or drain to the south and east where it is conveyed to a public storm drain system. Flows are then conveyed under I405 via an 18" concrete pipe and then into a roadside culvert. Walker's Subaru. Storm Water Drainage Analysis. Method of Analysis Drainage calculations were performed using methods described in Chapter 3 -- Hydrologic Analysis, of the King County Surface Water Drainage Manual. Peak runoff rates for the pre- developed and post developed conditions were calculated using the Santa Barbara Urban Hydrograph Method. The Water Works design program by Engenious Systems was used to develop peak runoff rates for the various hydrographs. King County Drainage Manual--Core Requirements Core Requirement #1. Discharge at the Natural Location: Runoff in the area of the proposed building addition currently discharges into a series of ditches and storm drain pipes that convey flows southerly along the east side of Talbot Road. Approximately 120 feet south of the site,runoff enters an 18-inch storm drain pipe that crosses Talbot Road from east to west and discharges into a wetland area. The proposed development will in no way divert or change the location of the existing surface water discharge point. Runoff from the proposed development will be tight-lined into the on- site conveyance system and will be routed into a new detention pond. Storm water will be conveyed from this facility into the existing storm drain system located at the southeast corner of the site. Runoff will continue below I-405. These flows will continue to drain south in the existing ditch to the storm drain pipe that crosses Talbot Road. The detention pond facility will be designed to discharge peak flows from the developed site from the 2-yr.,10-yr. and 100-yr. 24-hr. storms at the pre-developed flow rates (refer to Core Requirement#3). Runoff from the entire area of development will be routed into the detention facility. There should no significant adverse impacts to the downstream properties. Core Requirement#2. Off Site Analysis: There is no upstream area tributary to the site.The site is bounded on the north and west by surface streets (SW 12th Street and Seneca Avenue SW),on the east by the Lind Avenue overpass, and on the south by I-405. Currently there is no evidence of any drainage problems that may exist in the project area,nor are any drainage problems predicted after development. The level I downstream analysis indicated that downstream conveyance system appeared adequate. At the time of our field investigation there was no evidence of flooding in the storm drainage system Core Requirement#3: Runoff Control: The existing site contains approximately 29,500 square feet (0.45 ac) of impervious area. After development, the new impervious area will be about 79,200 square feet (1.82 ac),resulting in a net increase of 49,700 square feet of impervious area. The proposed developed site will contain 85% impervious area and 15% pervious area.The drainage analysis indicates that the pre- developed condition peak flow for the 100-yr., 24-hr storm is 0.74 cfs, and the post-developed condition peak flow for the 100-yr., 24 hour storm is 1.75 cfs. Since the increase in the peak 2 Walker's Subaru. Storm Water Drainage Analysis. runoff for the 100- r. storm event exceeds the 0.5 cfs threshold per King County SWDM, on-site y storm water detention will be provided for this project. The detention pond will be constructed at the east end of the site near the Lind Avenue overpass. The maximum storage elevation will be 16.61 feet (100-yr., 24-hour storm event). Discharge from the detention system will be controlled by an outlet device with three orifices that will be sized for the controlled discharge rate requirements of the 2, 10 and 100 year storm events. The bottom orifice will be 3.125 inches the second orifice will be 2.50 inches and the third orifice will be 2.50 inches. The detention pond will provide 2.61 feet of live storage. The proposed pond will provide an additional 6 inches of dead storage for sedimentation. A 6-foot emergency spillway will be constructed at elevation 17.00. The King County SWM requires a 30 percent safety factor for the detention pond volume. Detention for the site will be provided by a trapezoidal detention pond that will provide approximately 6,844 cf of detention capacity. The required volume for the site is 5,013 cubic feet. The proposed pond will have a safety factor of 1.37. Computer generated hydrographs for the developed site were routed through the proposed detention pond and control manhole to determine the capacity of the proposed system. The results of the routing analysis indicate that the proposed system meets current requirements.See results of hydrograph routing analysis below: Table 1 Hydrograph Routing Storm Event Existing Peak Developed Peak Storage Peak Outflow Inflow Inflow Required (cf) (cfs) (cfs) (cf) 2-yr.Storm 0.31 0.84 2,078 0.31 10-yr.Storm 0.51 1.27 3,458 0.51 100-yr. Storm 0.74 1.75 5,013 0.74 As shown in the table above,the proposed pond and outlet control manhole with orifice riser will provide sufficient detention capacity. Water Quality Control: Approximately 1.42 acres of new impervious vehicular parking and driving surface will be created as a result of this project. Therefore,water quality treatment will be provided for the new impervious surfaces. A biofiltration has been designed in accordance with the King County SWM,Section 4.6.1 and 1.3.5 (Special Requirement#5). The swale has been design to provide the bio function for the 2-yr.,24 hour event and also pass the 100-yr., 24 hour event. Surface flows will be directed to the swale located to the southwest of the site adjacent to the detention pond. 3 Walker's Subaru. Storm Water Drainage Analysis. Core Requirement#4: Conveyance System: The proposed on-site conveyance system will consist of a roof collection system, parking lot catch basins,and an underground storm sewer system that will carry flows to the detention basin. The proposed conveyance system will be sized to carry flow from the 25 year storm event. Since the design drainage basin is less than 25 acres,and the time of concentration is less than 100 minutes, the capacity of the conveyance elements will be determined using the Modified Rational Method as described in SWDM Section 4.3.3. Core Requirement#5:Ero sion &Sedimentation Control Plan: The site is relatively flat and the risk of erosion or sediment laden runoff is very low. A temporary erosion and sediment control plan has been prepared for the site to minimize the risk of erosion or sediment laden runoff leaving the site. We recommend the following measures be taken: • Existing catch basins adjacent to the site will be fitted with filter fabric to prevent sediment from entering the storm drain system. • New catch basins will be fitted with a filter BMP as pavement is installed. • The site should be monitored and additional BMP's implemented,if necessary,as construction continues. • The project construction drawings shall include the City of Renton Standard Construction and Erosion Control Notes. These notes address the additional T.E.S.C. BMP's that may be necessary. Core Requirement#6:Maintenance and Operation: A maintenance and operation requirement for private facilities will be provided per the King County SWM. Core Requirement#7:Bonds and Liability: Bonding will be provided per the King County SWM. Special Requirement#5:Special Water Quality Controls: Surface runoff will be treated via a biofiltration swale prior to discharging from the site. The swale will be sized to meet the King County SWM requirements for special water quality controls. See Core Requirement#3:Runoff Control: above. Summary Our investigation indicated that there is no record of any drainage problem within the 1/4 mile downstream conveyance system. The proposed development will not divert runoff from the natural existing location. A detention pond facility will be constructed to control release rates from the site for the 2, 10, and 100 year storm events. The proposed expansion is in compliance with the City of Renton drainage codes and the King County Surface Water Design Manual. There is no evidence of any drainage problems that may exist in the project area,nor are any drainage problems predicted after development. The Level I downstream analysis indicates the conveyance system appears adequate and there was no evidence of any bank sloughing or erosion. 4 I SECTION 3.3 RUNOFF COMPLTATIO D ANALYSIS METHODS FIGURE 3.2.1.A 2-YEAR 24-HOUR ISOPLUVIALS ___•_ - _� - -_-_- - _ _ _ _ _ - U _ _ SNOHOMISH CONTY (, t. . © , . ..... - KING COVNTY m �. 7,8 =7.9 d 00, ! N t NN r 2.0 I.VYIY01 . 4 a af:.wae , � . '--- starn _ /' a•.0 as MO • 3j\ Sf( ' , :".. r...,,,‘ .::: * ' : ,.. kri.2r1,,_ ‘ '-, / ( fit ,$.jam `�. ® �,.hcf� I :f a a.. }- .. { f I 7 1. n_tr j ASS. 4 - o. ua. S iy _��.v2q -�_�--Kt/.G COUNT=\� �CV Q I`IEA C!COVNTY `� WESTERN y . KING COUNTY o,-...N— — ` N �,.2�� - 3.5 2-Year 24-Hour ti• 3�t,.. Precipitation I," cv i•0 in Inches ° 2 4Miles 1f 9/1/98 1998 Surface Water Design Manual 3-14 I 3.2.1 RATIONAL METHOD FIGURE 3.2.1.B 10-YEAR 1 j-HOUR ISOPLUVIALS 1 c. • • 7 1O0� MIN COUNTY cp ®_� _ _...,.�. -- -� _ -L- NINO COUNTY 2S ® rn _ 4.0 Q. 29 • ';C.'.JY 3 0 ♦. . \. . l rY t 1 E r (•S Y 1.1... air .__ ., —_ N_ � r • ..'it loin,. \• \ © 110 J L� ). RING COUNTY \ GIERCC COUNTY _ WESTERN -4._. KING COUNTY � `r p' -- - _.\\,................_..x 4.5 N 10-Year 24-Hour �� \ �0 4.0 (b.+Precipitation ,b• 3 tx �;.. 0 2 a Macs 3 43 1 L.� tb.in Inches �o 1998 Surface Water Design Manual 9/1/98 3-15 3.2.1 RATIONAL METHOD FIGURE 3.2.1.D 100-YEAR 24-HOUR ISOPLUVL4LS - 1— _ _\\_, __ N••p ._ COUNT Y . _____I__� • P+. „�„ r,.,47N COON 7Y 0•-•.(5? •-............. .-- .....) 'It9.1• • '' •r s - • CO - \\:It .. V• `. .wr \C.0 e.. .,..„,, r ,f.. ..„--;../,. , .-, 49 /� y � r"4( Sti 14 .-F- TY , _„, „. a t , •i .. p♦! t y sir \!). b `\ VSw r • • t,,/. _ +_"( -[. O COUNTY `\. 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A ' ‘;`:(re,-,-,, \ .... -.= '. -,, .,., ,.• . .- , `,,.. 4\..- ------,-. - . i.pw.. -....k. ....sevar- _ ,- ..., 6/19/02 4 : 40 : 35 p,,, SEGA Enginee__ page 1 ' WALKER' S SUBARU JOB NO. 02-010 1 BASIN SUMMARY I i BASIN ID : al NAME: EXISTING 2 YR I SBUH METHODOLOGY TOTAL AREA • 1 . 82 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 1 . 37 Acres 0 . 45 Acres, TIME INTERVAL 10 . 00 min CN • 89 . 00 98 . 00 TC • 131 . 56 min 5 . 00 min ABSTRACTION COEFF : 0 . 20 TcReach - Sheet L: 300 . 00 ns : 0 . 4100 p2yr: 2 . 00 s : 0 . 0040 TcReach - Shallow L: 190 . 00 ks : 11 . 00 s : 0 . 0040 PEAK RATE : 0 . 31 cfs VOL: 0 . 18 Ac-ft TIME : 480 min BASIN ID: a2 NAME: EXISTING 10 YR SBUH METHODOLOGY TOTAL AREA • 1 . 82 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 1 . 37 Acres 0 . 45 Acres TIME INTERVAL 10 . 00 min CN • 89 . 00 98 . 00 TC • 131 . 56 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 300 . 00 ns : 0 .4100 p2yr: 2 . 00 s : 0 . 0040 TcReach - Shallow L: 190 . 00 ks : 11 . 00 s : 0 . 0040 PEAK RATE: 0 . 51 cfs VOL: 0 . 31 Ac-ft TIME: 480 min BASIN ID: a3 NAME: EXISTING 100 YR SBUH METHODOLOGY TOTAL AREA • 1 . 82 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 1 . 37 Acres 0 .45 AcreS TIME INTERVAL 10 . 00 min CN • 89 . 00 98 . 00 TC • 131 . 56 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 300 . 00 ns : 0 . 4100 p2yr: 2 . 00 s : 0 . 0040 TcReach - Shallow L: 190 . 00 ks : 11 . 00 s : 0 . 0040 PEAK RATE: 0 . 74 cfs VOL: 0 .45 Ac-ft TIME: 480 min 6/19/02 4 : 40 : 18 p SEGA Enginee page 1 WALKER' S SUBARU JOB NO. 02-010 BASIN SUMMARY BASIN ID : BI NAME : DEVELOPED 2 YR SBUH METHODOLOGY TOTAL AREA • 2 . 12 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 1 . 82 Acres 0 . 30 Acres TIME INTERVAL 10 . 00 min CN • 98 . 00 90 . 00 TC • 15 . 99 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 90 . 00 ns : 0 . 1100 p2yr: 2 . 00 s : 0 . 0100 TcReach - Channel L: 480 . 00 kc :42 . 00 s : 0 . 0020 PEAK RATE: 0 . 84 cfs VOL: 0 . 30 Ac-ft TIME : 480 min BASIN ID: B2 NAME : DEVELOPED 10 YR SBUH METHODOLOGY TOTAL AREA • 2 . 12 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 1 . 82 Acres 0 . 30 Acres TIME INTERVAL 10 . 00 min CN • 98 . 00 90 . 00 TC • 15 . 99 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 90 . 00 ns : 0 . 1100 p2yr: 2 . 00 s : 0 . 0100 TcReach - Channel L: 480 . 00 kc :42 . 00 s : 0 . 0020 PEAK RATE: 1 .27 cfs VOL: 0 .45 Ac-ft TIME : 480 min BASIN ID: B3 NAME: DEVELOPED 100 YR SBUH METHODOLOGY TOTAL AREA • 2 . 12 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 1 . 82 Acres 0 . 30 Acres, TIME INTERVAL 10 . 00 min CN • 98 . 00 90 . 00 TC • 15 . 99 min 5 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 90 . 00 ns : 0 . 1100 p2yr: 2 . 00 s : 0 . 0100 TcReach - Channel L: 480 . 00 kc:42 . 00 s : 0 . 0020 PEAK RATE: 1 . 75 cfs VOL: 0 . 63 Ac-ft TIME: 480 min 6/19/02 4 : 40 : 18 p<<, SEGA Engine page 21 WALKER' S SUBARU JOB NO. 02-010 STORAGE STRUCTURE LIST TRAPEZOIDAL BASIN ID No . Si Description: Detention Pond Length: 50 . 00 ft . Width: 25 . 00 ft . Side Slope 1 : 3 Side Slope 3 : 3 Side Slope 2 : 3 Side Slope 4 : 3 Infiltration Rate : 0 . 00 min/inch RECTANGULAR VAULT ID No. S2 Description: Wet Vault Length: 100 . 00 ft . Width: 20 . 00 ft . voids : 1 . 000 USA ZSfr x ft3 z k LoS gr ritlti 6/19/02 4 : 40 : 18 E SEGA Enginee page 3 WALKER ' S SUBARU JOB NO. 02-010 DISCHARGE STRUCTURE LIST MULTIPLE ORIFICE ID No. D1 Description: Multiple Orifice Struct Outlet Elev: 14 . 00 Elev: 13 . 00 ft Orifice Diameter: 3 . 1348 in. Elev: 15 .40 ft Orifice 2 Diameter: 2 . 5195 in. Elev: 16 . 10 ft Orifice 3 Diameter: 2 . 4844 in. 6/19/02 4 :40 : 19 pm SEGA Engineers page 4 WALKER' S SUBARU JOB NO. 02-010 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- c-PEAK-> OUTFLOW STORAGE < DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2 Yr Design 0.31 0.84 S1 D1 15.32 11 0.31 2078.22 cf 10 Yr Design 0.51 1.27 S1 D1 15.98 12 0.51 3457.85 cf 100 Yr Design 0.74 1.75 S1 D1 16.61 13 0.74 5013.33 cf 1 • SEGA Engineers/ Project vvdlker's Subaru / Structural& Civil Consulting Engineers Job No. 02-010 By: GAT 22928 SE 312th ST (360) 886-1017 Black Diamond, WA 98010 Checked Date: 06/19/02 Sht of BIOFILTRATION SWALE DESIGN Size Swale for Bio-Filtration Function Using Manning's Equation to verify swale capacity: Where; Q = Flow, cfs A= Cross sectional area of flow, sq ft. SL= Swale slope, ft/ft ` n = Manning's roughness coefficient zj_� y= 1 Flow hieght, ft. b = Swale base width,ft b—�J z. Side slope,ft/ft Hr= Hydrailic radius,ft. Initial design criteria: Base width, b = 8.75 ft Side slope, z= 3 ft/ft Qe (design flow)= 0.84 cfs 2 Year Developed Release Rate Design flow height, y = 0.33 ft Manning's number, n = 0.35 (For Preliminary Design) Swale slope, SL = 0.02 (For Preliminary Design) Using Manning's Equation: A=(b +z*y)*y A= 3.214sf Hr= A Hr= 0.297 ft b + (2*y*(1 + z^2)^0.5) Q = 1.49 *A* Hr^0.67 *SL^0.5 Q = 0.860 cfs > Qe , OK • Check Velocity for Biofiltration Function: V= Q/A V= 0.268 fps < 1.0 fps, OK Check Required Biofiltration Area: Required Design flow length L = 100.0 ft Design Required base width b = 8.8 ft Required area for biofiltration function: • Abio= L* b Ab;o = 875.0sf Actual biofiltration swale length L = 100.0 ft (Available due to site constraints) Required base width b =Ab;a b = 8.8ft L Copyright 2002,SEGA Engineers SEGA Engineers / Project Walker's Subaru / Structural&Civil Consulting Engineers Job No. 02-010 By: GAT 22928 SE 312`h ST (360) 886-1017 Black Diamond, WA 98010 Checked Date: 06/19/02 Sht of BIOFILTRATION SWALE DESIGN - (cont.) Analyze Swale for Conveyance & Capacity Actual bio-swale slope, SL= 0.005 Base width, b = 9.0 ft Design flow, Qe = 0.84 2 yr Developed Release Rate Mannings number, n = 0.24 Side slope, z= 3 Using Manning's Equation and solving: y = 0.385 ft Actual flow height A= (b +z*y)*y A= 3.910sf Hr= A Hr= 0.342 ft b + (2*y*(1 +z^2)^0.5) Q = 1.49*A* Hr^0.67 * SL^0.5 Q = 0.841 cfs >Qe, OK n Check Velocity: V= Q/A V= 0.215fps < 1.0 fps, OK Analyze Freeboard &Velocity For 100 yr Event Actual bio-swale slope, Sr = 0.005 Base width, b = 9.0 ft Design flow, Qe = 1.75 100 yr Post-Developed Conditions Mannings number, n = 0.24 Side slope, z = 3 Using Manning's Equation and solving: y = 0.590 ft Actual flow height/Minimum Depth A= (b +z*y)*y A= 6.354sf Hr= A Hr = 0.499 ft b + (2*y*(1 +z^2)^0.5) Q = 1.49 *A* Hr^0.67 *SL^0.5 Q = 1.757 cfs >Qe, OK n Check Velocity: V= Q/A V = 0.276 fps < 5 fps, OK Copyright 2002,SEGA Engineers CITY OF RENTON • DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), 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 JUN 2 6 2002 RECEIVED Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: WALKER'S NEW SERVICE CENTER AND SHOWROOM 2. Name of applicant: DNC INVESTMENTS, DALE WALKER, MANAGING PARTNER 3. Address and phone number of applicant and contact person: CONTACT PERSON: ANDREW ORSEN, PO BOX 1008, SUMNER WA 98390 (253)863-8126 APPLICATION: DALE WALKER, 720 RAINIER AVE S, RENTON WA 98055 (425)226-2775 4. Date checklist prepared: JUNE 21, 2002 5. Agency requesting checklist: CITY OF RENTON PLANNING DEPARTMENT 6. Proposed timing or schedule (including phasing, if applicable): BEGIN EARTHWORK: SEPTEMBER 2002 PROJECT COMPLETION: MAY 2003 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. NO 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. GEOTECHNICAL REPORT COMPLETED MARCH 12, 2002 TRAFFIC STUDY COMPLETED MARCH 21, 2002 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10. List any governmental approvals or permits that will be needed for your proposal, if known. ENVIRONMENTAL REVIEW, GRADE & FILL PERMIT, SITE PLAN APPROVAL, BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. NEW SUBARU SERVICE CENTER & SHOWROOM 17,195 S.F. WITH A 2,460 S.F. 2ND FLOOR. THERE WILL BE A 2,900 S.F. CANOPY AT CUSTOMER DROP—OFF AREA. BUILDING WILL HAVE MULTIPLE ROOF SLOPES TO REDUCE SCALE OF BUILDING, WITH MAXIMUM RIDGE AT 22' — 4". MATERIALS WILL BE METAL ROOF WITH METAL SIDING AND STUCCO. SITE IS 92,172 S.F. IMPROVEMENTS TO INCLUDE NEW LANDSCAPING, AND IRRIGATION, SIDEWALK, CURB AND LIGHT ALONG SENECA. 2 Environmental Checklist 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. TURN SOUTH OFF GRADY WAY ONTO SENECA. SITE IS BOUNDED BY SW 12TH (NORTH) LIND AVENUE (EAST) INTERSTATE 405 (SOUTH) SENECA (WEST) B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one),• flat rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope?) 3Z 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. 1}' — 4' OF FILL, 3i' — 7' MEDIUM STIFF BROWN/GRAY SANDY SILT, 2' — 11' MEDIUM STIFF GRAY SANDY SILT. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NOT TO MY KNOWLEDGE. SEISMIC SOIL PROFILE TYPE SE. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. CUT: APPROXIMATELY 400 C.Y. FILL: APPROXIMATELY 300 C.Y. FROM LOCAL GRAVEL PIT f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. NO g. About what percent of the site will be covered with impervious surfaces after project _ construction (for example, asphalt or buildings)? 86Z h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: SILT FENCE, STRAW BALES WITH BERMS AND DRAINAGE DITCHES AS REQUIRED. 3 Environmental Checklist 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. DUST, HEAVY MACHINERY EXHAUST DURING CONSTRUCTION. AUTO EXHAUST WHEN COMPLETE. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. NOT TO MY KNOWLEDGE c. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE 3. WATER a. Surface Water: 1) Is there anyisurface 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. NONE 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. N/A 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. N/A 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. SURFACE WATER WILL BE COLLECTED IN A DETENTION AND FILTRATION POND. 4 Environmental Checklist b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NONE. SERVICE SHOP WILL HAVE TRENCH DRAIN CONNECTED TO OIL/ WATER SEPARATOR. c. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so,describe. STORM WATER FROM DOWN SPOUTS AND PARKING AREA CATCH BASINS WILL BE COLLECTED IN A DETENTION AND FILTRATION POND. 2) Could waste material enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: DETENTION AND FILTRATION PONDS 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other II evergreen tree: fir, cedar, pine, other shrubs x grass pasture 1 crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. _ What kind and amount of vegetation will be removed or altered? ALL c. List threatened or endangered species known to be on or near the site. NONE TO MY KNOWLEDGE d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: THERE WILL BE IN GENERAL A 10' LANDSCAPING BUFFER AROUND THE SITE 5 Environmental Checklist 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other SPARROWS, ROBINS Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. NONE TO MY KNOWLEDGE C. Is the site part of a migration route? If so, explain NOT TO MY KNOWLEDGE • d. Proposed measures to preserve or enhance wildlife, if any: NEW LANDSCAPING 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. GAS AND ELECTRIC (GAS FOR HEATING) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO — DUE TO BUILDING SETBACKS REQUIRED c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: STANDARD INSULATION IN WALLS AND ROOF. DOUBLE GLAZED WINDOWS, INSULATED DOORS. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. VEHICLE REPAIRS SHOP AREA WITH POSSIBLE OIL, ANTIFREEZE SPILLS 1) Describe special emergency services that might be required. FIRE DEPARTMENT, POLICE 2) Proposed measures to reduce or control environmental health hazards, if any: OIL/WATER SEPARATOR 6 Environmental Checklist b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? NONE TO MY KNOWLEDGE , EXCEPT TRAFFIC NOISE FROM GRADY WAY 1 BLOCK NORTH FROM 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. STANDARD CONSTRUCTION NOISE MONDAY — FRIDAY, 7 AM — 4 PM AUTOMOBILE NOISE 6 AM — 7 PM 3) Proposed measures to reduce or control noise impacts, if any: NONE 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? MOST IS VACANT LAND, EXISTING JIM'S AUTO IS NOW VACANT AWAITING DEMOLITION b. Has the site been used for agriculture? If so, describe. NOT TO MY KNOWLEDGE c. Describe any structures on the site. ABANDONED JIM'S AUTO d. Will any structures be demolished? If so, what? JIM'S AUTO e. What is the current zoning classification of the site? CA — COMMERCIAL ARTERIAL, AUTO MALL AREA A f. What is the current comprehensive plan designation of the site? EMPLOYMENT AREA COMMERCIAL - g. If applicable, what is the current shoreline master program c "gnation of the site? N/A h. Has any part of the site been classified as an "environmental!!' sensitive" area? If so, specify. NOT TO MY KNOWLEDGE i. Approximately how many people would reside or work in the completed project? APPROXIMATELY 40 7 Environmental Checklist j. Approximately how many people would the completed project displace? ZERO k. Proposed measures to avoid or reduce displacement impacts, if any: NONE Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: CURRENTLY COMPATIBLE 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A c. Proposed measures to reduce or control housing impacts, if any: N/A 0. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. METAL SIDING AND STUCCO EXTERIOR APPROXIMATELY 22' AT ROOF RIDGE b. What views in the immediate vicinity would be altered or obstructed? NONE c. Proposed measures to reduce or control aesthetic impacts, if any: NONE 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? PARKING,; SITE AND BUILDING LIGHTS. SOME WILL BE ON ALL NIGHT FOR SECURITY REASONS. b. Could light or glare from the finished project be a safety hazard or interfere with views? NO 8 Environmental Checklist c. What existing off-site sources of light or glare may affect your proposal? NO: d. Proposed measures to reduce or control light and glare impacts, if any: NON—GLARE SHIELDED PARKING LIGHTS 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. Would the proposed project displace any existing recreational uses? If so, describe. NO c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities-to be provided by the project or applicant, if any: NONE 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. NOT TO MY KNOWLEDGE b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE c. Proposed measures to reduce or control impacts, if any: NONE 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. THERE WILL BE ONE NEW DRIVEWAY ONTO SW 12TH ST AND TWO NEW DRIVEWAYS ONTO SENECA AVE. SITE SERVED BY HWY 167 AND I-405. MAIN ACCESS IS VIA GRADY WAY. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? TRANSIT STOP AT LIND AVE SW AND SW GRADY WAY, 0.1 MILE c. How many parking spaces would the completed project have? How many would the project eliminate? 45, 0 9 Environmental Checklist d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? ADD SIDEWALK, CURB AND CURB GUTTER TO SENECA AND SW 12TH ST. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 600 VEHICULAR TRIPS PER DAY. PEAK VOLUMES 4-6 PM. REFERENCE TRAFFIC STUDY BY HEATH & ASSOCIATES g. Proposed measures to reduce or control transportation impacts, if any: NONE 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. NOT TO MY KNOWLEDGE b. Proposed measures to reduce or control direct impacts on public services, if any. FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEM 16. UTILITIES a. Circle utilities telhon current) available at the site: electricity y; natural gas? et) ep , sanitary sewe septic system, oth . b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. PSE — ELECTRIC/GAS, CITY OF RENTON — WATER/SEWER QWEST — TELEPHONE, RAINIER — REFUSE 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 withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: CAM '! 0/2.4.42.v. Name Printed: 1414p'2 w olzw.:N 011,05a i1A r r%) --- rIN d"1 (104iiu put,(- Date: c.t -o. 25 Zo02 10 VICINIT 't MAP ',,Sfi ,, R5'ITDh� CENTER L.� (. �., l ` fi ` R� 1 ar. W E ,; a t�. ,� .rr f �., ' ,,A''� j i)TH � Li, SW � — TN c z --� �n � _ ear' 'r. �- PARK c)0. )\ . , ( __ 5 I_ -_E .�.. 1 ___ a ",E.NTON VI L GE CENTER S RENTON V I L LAGE F ?LIDY ray 104 r 9N-\A a _A 2411, ' iipl / .rr.YtKr;alhti r s `;. .1.3 ". 0 op y ,- �'` I'T SW 1611-i ST © �r 4`)o i.6T�i ST s I-- ©t o �„' S 16TH _� ,�_ r�_i E.. ---T7-TT S i3TH ' , SW 19TH ST PANTHER c ST . ; S 19TH ST ,-- =` TAtEc CREEK S 77" rr •r! PAR ,�'"'" i�ET{4.,'�DS , `i- ,� f nisi_ ( ,..4. T -s ;c I `'' ` "' ( SW 23RD ST SRC F S' . ..... ._- , ....... Film'7 ',.......... 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ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. • BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 15, BLOCK 25, OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE N 01°14'53" E, ALONG THE EAST MARGIN OF SENECA AVENUE SW, 333.09 FEET TO THE NORTHWEST CORNER OF LOT 31, BLOCK 26, SAID PLAT; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF SW 12TH STREET, 117.56 FEET, TO THE NORTHEAST CORNER LOT 28, SAID BLOCK 26; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 28, 116.53 FEET, TO THE NORTHEAST CORNER OF LOT 35, SAID BLOCK 26; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF VACATED ALLEY, 120.00 FEET, TO THE NORTHEAST CORNER OF LOT 39, SAID BLOCK 26; THENCE N 01°14'53" E, ALONG THE EAST LINE OF LOT 24, SAID BLOCK 26, 116.53 FEET TO THE NORTHEAST CORNER OF SAID LOT 24; THENCE N 77°20'00" E, ALONG THE SOUTH MARGINE OF SAID SW 12TH STREET, 30.00 FEET, TO THE NORTHEAST CORNER OF LOT 23, SAID BLOCK 26; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 23, 216.54 FEET, TO THE SOUTHEAST CORNER OF LOT 40, SAID BLOCK 26; THENCE S 10°57'03" E, 60.03 FEET, TO THE NORTHEAST CORNER OF LOT 7, SAID BLOCK 25; THENCE N 77°20'00" E, ALONG THE SOUTH MARGIN OF VACATED SW 13TH STREET, 120.97 FEET, TO THE NORTHEAST CORNER OF LOT 3, SAID BLOCK 25; THENCE S 01°14'53" W, ALONG THE EAST LINE OF SAID LOT 3, 116.91 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE S 86°12'20" W, ALONG THE SOUTH LINE OF SAID BLOCK 25, 391.33 FEET TO THE POINT OF BEGINNING. Li Gam, .' 9F (/i 00 MEMORANDUM Pis' 90 DATE: I - R ' o TO: Construction Services, Fire Prevention, Plan Review, EDNSP, Project Planner FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: t Lcl..Ve c C ' 5 SILCV t C Cs.,nA'eK S 0010 ;. LOCATION: ` 51.:t , V PREAPP NO. tpcU �' > A meeting with the applicant has been scheduled for /0 (Sb , Thursday, Ia, , in one of the 6th floor conference rooms (new City Hall).) If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments tip, at least two (2) days before the meeting. Thank you. OEVFLOP CITE.MF REPOWING JUN262007 RECEjVEr H:\Division.s\Develop.ser\Dev&Planting\Template\Preapp2 Revised 9/00 JA N - L '.2 MEMORANDUM DATE: I - `f ' o TO: Construction Services, Fire Pre(ietion, Plan Review, EDNSP, Project Planner FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: LCc\4tE c- ' C3,:,, - c S Y?oic ca LOCATION: C, 1 `k. PREAPP NO. Cg� " C Z A meeting with the applicant has been scheduled for /0 CD , Thursday, 4 , in one of the 6th floor conference rooms (new City Halls If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time.to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments t at least two (2) days before the meeting. Thank you. / 144 e 4 /5—. 72- 4 .e 00/6 H:\Division.s\Develop.ser\Dev&Plan.ing\Teinplate\Preapp2 Revised 9/00 ALy O ® , CITY OF RENTON 'el FIRE PREVENTION BUREAU l' MEMORANDUM DATE: January 10, 2002 TO: Lesley Nishihara, Planner FROM: Jim Gray, Assistant Fire Marshal, i SUBJECT: Walker's Service Center, 506 SW Y3th St. I Fire Department Comments: 1. The preliminary fire flow is 3750 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. i. 2. A fire mitigation fee of $9,070.88 is required based on $.52 per square foot of the total building square footage. 3. Separate plans and permit are required for the installation of the sprinkler and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot inside. 5. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. CITY OF RENTON MEMO UTILITY PLAN REVIEW TO: Lesley Nishihara FROM: Jan Illian DATE: January 22, 2002 SUBJECT: PREAPPLICATON REVIEW COMMENTS PREAPP NO. 02-003 Walker Subaru Service Center 506 — SW 13th Street 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. WATER 1. There is an existing 6-inch water main fronting the site in SW 13th Street and an existing 6-inch water main in Seneca Avenue SW. 2. Preliminary fire flow required is 3,750 gpm. Available derated fire flow in the area is 1,900 gpm. To meet the fire flow requirement, applicant will be required to extend the 10-inch water from the SE property corner (Bryant Motors), west along SW 13th Street and north along Seneca to SW 12th Street. This will provide 3,800 gpm. 3. Four hydrants will be required to serve this site. A primary hydrant must be located within 150 feet of the structure and three hydrants are required to be within 300 feet of all structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within the required distance of the corners of the buildings. 4. Existing hydrants counted as fire protection may be required to be retrofitted with a quick disconnect Stortz fitting if not already in place. 5. The proposed project is located in the 196 water pressure zone and is outside an Aquifer Protection Zone. Pressure available is approximately 78 psi. 6. If applicant proposes a building, which exceeds 30 feet in height, a backflow device will be required on the domestic water meter. 7. A Water System Development Charge (SDC) of $0.154 per square foot of gross site area will apply. This is payable at the time the utility permit is issued. Walker Suburu page 2 8 A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation the double detector check valve assemblies for fire sprinkler systems. All devices installed shall be per the latest Department of Health "Approved List" of Backflow Prevention Devices. Civil plans should note: "Separate plans and utility permit for DDCVA installation for Fire Sprinkler System will be required". DCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical room. Installation shall be in accordance with the City of Renton's requirements. DDCVA shall be installed immediately after the pipe has passed through the building floor slab. Installation of devices shall be in the horizontal position only. SANITARY SEWER 1. There is an 8-inch sewer main in SW 13th Street, an 8-inch main in Seneca Ave SW and an 8-inch sewer main in the vacated alley 2. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 3. A Sanitary Sewer System Development Charge (SDC) of $0.106 per square foot of gross site area will be apply. This is payable at the time the utility permit is issued. If floor drains are required by the building department, the system shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15- minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. There are existing storm drainage facilities in SW 12th Street. 2. A storm drainage plan and drainage report is required. The drainage plan shall include provision for detention and water quality treatment sized for the new impervious surface subject to vehicular access per the KCSWM 1990 Edition. 3. The Surface Water SDC is assessed based on the total new impervious surface square footage as reflected in the final design. The charge is determined by multiplying the gross square footage by $0.183. This is payable at the time the utility permit is issued. TRANSPORTATION/STREET 1. A traffic study will be required for the SEPA review. The study should include trip generation and trip distribution for the project for both AM and PM peak hours. 2. A traffic mitigation fee of $75 per additional generated daily trip shall be assessed as determined by the ITE trip generation manual. Walker Suburu page 2 3. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 4. Sidewalk,curb and gutter will be required in Seneca Ave SW and SW 12th Street. 5. Streetlights will also be required if not already in place GENERAL COMMENTS 1. All construction utility permits for utilities, drainage and street improvements will require II separate plan submittals. All utility plans shall conform to the Renton Drafting Standards, which are attached for reference. Plans shall be prepared by a licensed Civil Engineer. Storm drainage design and requirements shall comply with the KCSWM, 1990 edition. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430- 7266 for a fee estimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of tthe 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. 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building permit CC: Kayren Kittrick vi fi CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: January 24, 2002 TO: Pre-Application File No. 02-003 r FROM: Lesley Nishihira, Senior Planner, x7270 SUBJECT: Walker's Service Center&Showroom 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 encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site, which includes several parcels, is located between Seneca Avenue SW and Lind Avenue SW and between SW 12th Street and SW 13th Street. Other than an existing structure (addressed as 506 SW 13th Street) that is proposed to be demolished, the site is undeveloped. An alley, which has been vacated under Ordinance No. 4914, divides the northern portion of the property, and the southern portion of the site is bisected by SW 13th Street, which is currently under the vacation process. The proposal is to place a 17,444 square foot single-story pre-engineered metal building on the property for use as an automotive service center and showroom. The project would include the installation of parking, utility and landscape areas. The abutting property to the north is the site of the relocated Jim's Automotive shop and would provide an access easement from SW 12th Street through the east side of the site to the subject property (Walker's). Zoning:The subject site is designated Commercial Arterial (CA) on the City's Zoning Map. The site is also located within Auto Mall Area A. Properties located within area A and which have the CA zoning designation are limited to auto sales/dealerships as primary permitted uses. Automobile services, which provide support to such dealerships, are allowed as secondary uses. Development Standards: The proposal's compliance with the CA zone and Automall development standards, as well as the parking regulations is addressed below: Lot Coverage - The CA zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking, or 75% if parking is provided within the building. The information provided did not indicate the gross square footage of the site, so staff was unable to verify the proposal's compliance with lot coverage limitations. The site plan submitted with the formal land use application must include the building footprint area of the structure, in addition to site area, on the site plan. Setbacks/Landscaping — The landscape requirements of the Auto Mall Overlay District require a 15- foot wide landscape strip along Lind Avenue street frontages — which would apply to the eastern most boundary of the southern portion of the site. The landscaping shall include a minimum 30-inch high berm and red maples planted 25 feet on center. In addition, 2.5% of the gross area of the site shall be landscaped in a consolidated manner to be located at site entries, building fronts, or other visually prominent locations as approved through the Site Plan Review process. Walker's Service Center & Sh, lom Pre-Application Meeting Page 2 of 3 In addition, the CA zone requires a minimum front yard/street landscaped setback of 10 feet. This standard would apply to the western boundary of the site (Seneca Avenue SW) and the site's SW 121h street frontage. No setbacks are required in side or rear yards. The proposal appears to comply with the required setbacks; however, the plan does not identify if landscaping is proposed in these areas as required. The parking regulations require large parking areas (10,000 square feet or greater in size) to provide a minimum of 5% of area within the parking lot landscaped in a pattern that reduces the barren appearance of the parking lot. All landscape areas are required to be a minimum width of 5 feet and must have underground sprinkling systems installed. The site plan will be required to call out the percentage of the parking area provided as landscaping, as well as the amount of landscaping provided elsewhere on the site. With the application submittal, a detailed landscape plan must be included and must depict species types, sizes, amounts and locations proposed for the site. Height — The CA zone allows a maximum building height of 50 feet. The proposed structure would have a height of approximately 22 feet, which complies with the height limitations of the zone. Screening— Storage lots require perimeter screening to be provided through a combination of fencing (8 feet in height) and landscaping of a minimum width of 10 feet. The landscaping must include suitable plantings as to accomplish an 80%opaque screen. Screening must also be provided for all surface-mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4-09007. Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal of the formal land use application. The site plan application will need to include elevations and details on the proposed methods of screening. Please note the Automall Regulations also require that all service entries not face public street frontages. Pedestrian Connection — All development in the CA zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances. The site plan appropriately identifies a pedestrian connection from SW 12th Street to the building's entrance. However, a similar connection must be provided from the site's Seneca Avenue street frontage. Parking — The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to certain uses. For the proposed vehicle service use and showroom, the following ratios would apply: • One space for every 5,000 square feet of outdoor sales area (if any); • One space for every 400 square foot vehicle service use; • One space for every 1,500 square feet of storage area; and, • A minimum of 3 to a maximum of 4.5 spaces for every 1,000 square feet of office area. Based on the information provided, a minimum of 41 spaces to a maximum of 46 spaces would be required for the site. The site plan indicates 48 spaces, including 2 ADA accessible stalls, would be provided. If proposing parking spaces in excess of code requirements (especially if parking is intended in the south area of the site rather than storage), a modification from the parking regulations must be approved. The project narrative must include this request, if necessary. The sales area is not a parking lot and does not have to comply with dimensional requirements of the parking regulations. However, all customer parking shall be designated and striped near entry drives and visible from public streets. These spaces must comply with parking regulations, which specify standard stall dimensions of 9 feet x 20 feet and compact dimensions of 81 feet x 16 feet. An aisle width of 24 feet is required for 90 degree parking stalls. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. Pre02-003\ Id l' . 1 Walker's Service Center & Showroom Pre-Application Meeting Page 3 of 3 (, Loading Areas — All dock high loading doors must provide a minimum clearance/maneuvering area of 100 feet in front of each door. The required clearance area proposed for the delivery area at the rear of the building would intrude into a parking area. The site plan will need to be revised in order to provide the required 100-foot distance. Signage: Only one freestanding business sign (pole, monument/ground, projecting or roof) is permitted per street frontage for each individual parcel. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face if a two I face sign). In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the facade to which it is applied is also permitted. Permit Requirements: The project would require Administrative Site Plan and Environmental (SEPA) Review. The review process would be completed in an estimated time frame of 6 to 8 weeks once a complete application is accepted. The application fee would be $1,500.00, plus $0.34 per mailing label required for notification to all property owners within 300 feet of the site. In addition to the required land use permits, separate building/demolition, construction and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but can not be issued prior to the completion of any required appeal periods. Fees: In addition to the applicable land use, building, construction and sign permit fees, the following mitigation fees may be required prior to the issuance of building permits: • A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project; and • A Fire Mitigation Fee based on $0.52 per square foot of new construction. A handout listing all of the City's Development related fees is attached for your review. cc: Jennifer Henning Preo2-003\ VELOPMENT SERVICES DIVISION WAIVER OF SUBhii fTAL REQUIREMENTS F-uR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED REQUIREMENTS: BY: BY: COMMENTS: Calculations, Survey, Density Worksheet a Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 AND 4 Elevations, Grading 2 Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy)4 Flood Plain Map, if applicable4 LA A) Floor Plans 3 AND a • Geotechnical Report 2 AND 3 i Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Assessor's Map,Indicating Sites Landscaping Plan, Conceptual,' Legal Description 4 List of Surrounding Property Owners a Mailing Labels for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) , Parking; Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs)4 Postage 4 Preapplication Meeting Summary a Public Works Approval Letter 2 Rehabilitation Plan a This requirement may be waived by: 1. Property Services Section PROJECT NAME: 41fA-(, � C G C Et T 2. Public Works Plan Review Section 3. Building Section DATE: il4 lr/G : -- 4. Development Planning Section rr h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 VELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Screening Detail 4 Street Profiles 2 Title Report or Plat Certificate 4 Topography Map (5'contours)3 Traffic Study 2 Tree CuttingNegetation Clearing Plan 4 Urban Center Design Overlay District Report 4 Utilities Plan, Generalized 2 Wetlands Delineation Map 4 Wetlands Planting Plan 4 Wetlands Study 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2AND3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section PROJECT NAME: lLk. i(-E C- l '- 2. Public Works Plan Review Section / 3. Building Section DATE: (f�'(/ Ca 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 Walker's new Service Center & Showroom Preliminary Project Review January 24, 2002 1 Location: Renton City Hall Sign-In-Sheet Name Department Phone kVOILEP 025 01,1 HAAIVa HAIvJeJ.1-)oyNJow ZS3 8'63 -8ie. e, 11 ,;-1+EB-- 10Q Cr— \ ,, 1I ti , t 1 „, A 44 4 c2L-7 4025e 4/3 ei, - 7‘,.2 3 II c i:slhlhivl� De.v1 PJ/i,n a any6a-5)43O "7,3-7L' r ` ..r/G�T /1' :ceiiv i7E -S 4 y1,�.'(�!r 1Nr'AZ S -36 o •deco ''/0/7 / i E:WRCHJOBS\Walker's New Service Ctr\01-24-02 sign in.doc / / WALKER'S NEW SERVICE CENTER AND SHOWROOM it PRELIMINARY PROJECT REVIEW January 24, 2002 LOCATION: Renton City Hall I! ATTENDEES: City of Renton: Jim Gray—Fire Prevention 425.430.7023 Lesley Nishihara-Development Planning 425.430.7270 Jan Illian—Utitilities 425.430-7216 Sega Engineers: Greg Thesenvitz 360.886.1017 Hansen, Hansen, and Johnson Architects, PLLC: Chee Tung 253.863.8126 Andrew Orsen 253.863.8126 Pre-application Comments by City are attached. Other items discussed are as follows: 1. Fire-Prevention Bureau (Jim Gray) a. Building fire sprinklers are required (building is over 12,000 sf). b. Building fire alarm system is required—with central station monitoring and inside audible device (horn strobe). c. Any tank over 60 gallons requires separate tank permit. d. Submit building fire sprinkler, fire alarm system and tank permits directly to Fire Department. e. Containment of hazardous materials per Uniform Fire Code, structure to provide containment per UBC (1997 Edition). 2. Utilities (Jan Illian) a. Building fire sprinkler system: double detector check valve can be inside building (cheaper) or in underground vault. b. At shop area, provide floor trench drain with oil/water separator to sewer. c. Any assessments already paid—such as at existing Jim's Auto will be credited. d. Traffic mitigation fee will be determined by Kayren Kittrick, City of Renton using Traffic Study data. e. Backflow device will be required for building sewer. Hansen, Hansen & Johnson • Walker's New Service Cc.— & Showroom Preliminary Project Review January 24, 200 Page 2 of 2 3. Planning (Lesley Nishihira) a. Provide copy of ordinance for 13th Street vacation. b. Provide copy of recorded easement for access from S. 12th St. c. Leslie has received copy of ordinance for alley vacation. d. Identify a sales office off the showroom floor. e. 15' Landscape setback required from property line at Lind Street (Landscaping can be minimum— lawn ok). Need to apply for variance if want to void 15' landscape setback requirement. (Variance was granted to North property owner on this issue). f. 10' Landscape strip from property line at freeway frontage required. (This can be minimal—lawn). g. Parking (1) Maximum 46 spaces allowed; can be increased by Modification Request (as part of SEPA narrative, but don't double the number, i.e. 92 stalls would not be approved). (2) Options: Treat new car parking as vehicle storage area—would required 8' high fence and 10' landscaped strip along entire perimeter of storage area. (3) All landscaping setbacks must be open to the sky, building overhangs are not allowed to encroach. h. Dumpster area to be screened. Dumpster location in back of property. i. If delivery truck unloading on grade, 45' long back-up area is required. j. Administrative site plan and SEPA permits required (2 permits — 1 submittal). (12 copies total—not 24)Review time 8 weeks. Can be filed concurrently with Building Plans. k. Property not in Flood Plain. 1. Prior to submitting SEPA, have Lauren Nicolay or Ashley DeForrest pre-screen. (Can walk-in to have submittal checked). m. Separate permit required for signage. Meeting notes by Andrew Orsen cc: Greg Thesenvitz Dale Walker C:\Shared\ARCHJOBS\Walker's New Service Ctr\Prelim Proj Rvw.doc 074'-�F GEOTECHNICAL REPORT WALKER'S RENTON SUBARU PROPOSED SERVICE CENTER SENECA AVENUE SW BETWEEN SW 12T" AND SW 13TH RENTON, WASHINGTON Submitted to: Hansen, Hansen and Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 Submitted by: AMEC Earth & Environmental, Inc. 115 South 8th Street Tacoma, Washington 98402 I March 12, 2002 � © U �-r" r�ti 2-93M-00387-0 V �'�! March 12, 2002 2-93M-00387-0 Hansen, Hansen and Johnson 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 Attention: Mr. Andrew Orsen Subject: Geotechnical Report Walker's Renton Subaru Proposed Service Center Seneca Avenue SW between SW 12th and SW 13' Renton, Washington Dear Mr. Orsen: AMEC Earth & Environmental, Inc. (AMEC) is pleased to submit this report describing our geotechnical evaluation for the above-referenced project. The purpose of our evaluation was to derive conclusions and recommendations concerning foundation, floor and pavement design. As outlined in our proposal letter dated January 30, 2002, our scope of work comprised field exploration, laboratory testing, geotechnical research, engineering analyses, and report preparation. We received your written authorization for our evaluation on February 1, 2002. This report has been prepared for the exclusive use of Hansen, Hansen and Johnson, Walker's Renton Subaru, and their consultants, for specific application to this project, in accordance with generally accepted geotechnical engineering practice. 1.0 SITE AND PROJECT DESCRIPTION The project site is two parcels. The northern parcel is undeveloped to the west and contains Jim's Auto Repair to the east. This parcel is located on Seneca Street SE between SW 12'h and SW 13th in the Renton area of King County, Washington, as shown on the enclosed Vicinity Map (Figure 1). The second parcel is located across SW 13'h Street, south of the first parcel. Both sites are irregularly shaped parcels that together encompass approximately 1.6 acres. Site boundaries for both parcels are generally delineated by SW 12th Street to the north, by Seneca Avenue SW to the west, 1-405 to the south, and by businesses to the east. The AMEC Earth& Environmental,Inc. 115 South 8th Street Tacoma,Washington U.S.A. 98402 Tel (253)572.4975 Fax(253)572-3096 www.amec.com \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc 9 Walker Service Center 2-93M-00387-0 March 12,2002 Page 3 enclosed Site & Exploration Plan (Figure 2) illustrates these site boundaries and adjacent existing features. Development plans call for the construction of a new service center for Walker's Renton Subaru that will be constructed on a conventional spread footing foundation with slab-on-grade floors. We understand that along the north side of the structure is a proposed CMU block wall that will be about 22 feet in height. The surrounding site area will be used for vehicle parking and display. The conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify the conclusions and recommendations contained herein to reflect those changes. 2.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on February 15, 2002. Our exploration and testing program comprised the following elements: • A visual surface reconnaissance of the site; • 5 test pits (designated TP-1 through TP-5), advanced at strategic locations across the site; • 4 Moisture Content analyses, performed on selected soil samples obtained from test pits; • A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations, surface elevations, and termination depths of our subsurface explorations, and Figure 2 depicts their approximate relative locations. The following text describes our procedures used for test pits. \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc Walker Service Center 2-93 M-00387-0 March 12, 2002 Page 4 TABLE 2 APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Exploration Functional Location Surface Termination Elevation Depth (feet) (feet) TP-1 North side of proposed building 17 10.0 TP-2 Middle of south side of proposed building 17 10.0 TP-3 SW corner of proposed building 17 11.0 TP-4 West side of proposed parking area 17 13.5 TP-5 East side of proposed parking area 17 10.0 Elevation datum: Mean Sea Level The specific number, locations, and depths of our explorations were selected in relation to the existing and proposed site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration by measuring from existing features and scaling these measurements onto a layout plan supplied to us, then we estimated their elevations by interpolating between contour lines shown on this same plan. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. It should be realized that the explorations performed for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. If significant variations are observed at that time, we may need to modify the conclusions and recommendations contained in this report to reflect the actual site conditions. 2.1 Test Pit Procedures Our exploratory test pits were excavated with a rubber-tired backhoe operated by an independent firm working under subcontract to AMEC. A geotechnical engineer from our firm continuously observed the test pit excavations, logged the subsurface conditions, and obtained representative soil samples. All samples were stored in watertight containers and later transported to our laboratory for further visual examination and testing. After we logged each test pit, the backhoe operator backfilled it with excavated soils and tamped the surface. In our opinion, a test pit is the preferred method of exploration. Test pits, which are 8 to 12 feet in length, provide a continuous, broad, and more detailed picture of near-surface soil conditions \\Server\d\Reports\OOOOOs\00387 HHJ Walker Svc Ctr1Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12,2002 Page 5 than typically provided by 2-inch-diameter auger borings, which provide samples at 2%2 to 5 feet intervals and are extremely narrow in range. The enclosed Test Pit Logs indicate the vertical sequence of soils and materials encountered in each test pit, based primarily on our field classifications and supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational or undulating, our logs indicate the average contact depth. We estimated the relative density and consistency of the in-situ soils by means of the excavation characteristics and the stability of the test pit sidewalls. Our logs also indicate the approximate depths of any sidewall caving or groundwater seepage observed in the test pits, as well as all sample numbers and sampling locations. 3.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding surface, soil, groundwater, and seismic conditions at the project site. 3.1 Surface Conditions The project site is comprised of two parcels. The northern parcel is currently undeveloped to the west and contains Jim's Auto Repair to the east. The undeveloped section is relatively level. The northern portion appears to have previously been covered with a pit run and leveled. The southern portion is covered with grass. Power poles and a sewer line run east to west in the middle of the property, along where the vacated alley is indicated on Figure 2, Site and Exploration Plan. The eastern portion of the parcel currently contains Jim's Auto Repair; a metal framed building surrounded by asphalt pavement. A wire fence encloses the lot. Cars and machinery occupy most of the pavement space. The southern parcel, to the south of SW 13`h Street, is undeveloped. The topography is relatively flat. The area is covered with dirt and sparse grass. 3.2 Soil Conditions 3.2.1 Published Geology According to the Preliminary Geologic Map of Seattle and Vicinity, Washington, published by the United States Geological Survey, dated 1962, soil conditions in the site vicinity are characterized as alluvial soils. These soils consist of sand and gravel with silt and clay deposited by the Cedar River. 3.2.2 Site Soils Our on-site explorations indicated fairly uniform near-surface soil conditions and confirmed the mapped stratigraphy. Our test pits encountered approximately VA to 4 feet of fill material consisting of medium stiff to stiff, moist, brown sandy silt with scattered roots, concrete chunks, asphalt and inorganic debris. Underlying the fill, we observed about 31/2 to 7 feet of medium stiff, moist, medium stiff to stiff, moist to wet, brown to gray with brown mottling, sandy silt. \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12, 2002 Page 6 Beneath the sandy silt, we encountered approximately 2 to 11 feet of medium stiff, moist to wet, gray, sandy silt interbedded with a layer of silty sand. This continued to the termination of our excavation. Moderate caving due to the moderate groundwater seepage was observed in test pits TP-4 and TP-5. Caving was not observed in the other test pits. The enclosed exploration logs provide a detailed description of the soil strata encountered in our subsurface explorations. 3.3 Groundwater Conditions At the time of digging (February 15, 2002), moderate groundwater seepage was encountered in all the test pits at a depth of about 4 feet and below. Because our explorations were performed during an extended period of generally wet weather, the observed groundwater conditions may closely represent the yearly average levels; somewhat lower levels probably occur during the summer and fall months. At all times of the year, groundwater levels would likely fluctuate in response to precipitation patterns, off-site construction activities, and site utilization. 3.4 Seismic Conditions Based on our analysis of subsurface explorations and our review of published geologic maps, we interpret the on-site soil conditions to correspond to a seismic soil profile type SE, as defined by Table 16-J of the 1994 Uniform Building Code. Current (1996) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that a bedrock site acceleration coefficient of about 0.32 is appropriate for an earthquake having a 10-percent probability of exceedance in 50 years (corresponding to a return interval of 475 years). According to Figure 16-2 of the 1994 Uniform Building Code, the site lies within seismic risk zone 3. 4.0 CONCLUSIONS AND RECOMMENDATIONS Based on our observations and explorations, the site is suitable for the proposed development. We offer the following general geotechnical conclusions and recommendations concerning this project. • Foundation Options: In our opinion, conventional spread footing foundations j supported on 4 feet of structural fill may be used to support the proposed structures, contingent on proper design and construction. Support of the CMU block wall will require 5 feet of structural fill anda minimum foundation width of 2 feet. • Floor Options: In our opinion, slab-on-grade floors bearing on compacted structural fill may be used for the proposed structure, contingent on proper design and construction. • Seismic Considerations: Based on our literature review and subsurface interpretations, we recommend that the project structural engineer use the \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12,2002 Page 7 I following seismic parameters for design of buildings, retaining walls, and other site structures: Design Parameter Value Acceleration Coefficient (USGS) 0.32 Risk Zone (UBC) 3 Soil Profile Type (UBC) SE • On-Site Soil Reuse: Our visual soil classifications indicate that all of the on-site soils are highly moisture-sensitive and susceptible to disturbance when wet. In order to increase the potential for reusing on-site soils as structural fill, we recommend that earthwork should be scheduled for periods of dry weather, such as usually occur during the summer and fall. • Subgrade Protection: Due to the moisture-sensitive nature of the on-site soils, the contractor should install appropriate temporary drainage systems to keep water out of the construction areas, and should limit traffic over any prepared subgrades formed within these soils. The following text sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, spread footing design, slab-on-grade floors, pavement design and structural fill. 4.1 Site Preparation Preparation of the project site should involve erosion control, temporary drainage, demolition, clearing, stripping, excavations, dewatering, and subgrade compaction. The paragraphs below discuss our geotechnical comments and recommendations concerning site preparation. Erosion Control: Before construction begins an appropriate erosion control system should be installed. This system should collect and filter all surface run off through either silt fencing or a series of properly placed and secured straw bails. We anticipate a system of berms and drainage ditches will provide an adequate collection system. If silt fencing is selected as the silt filter the fencing fabric should meet the requirements of WSDOT Standard Specification 9-33.2 Table 3. In addition, the silt fence should embed a minimum of 6 inches below existing grade. If straw bailing is used as the silt filter, the bails should be secured to the ground such that they will not shift under the weight of any water retained. Regardless of the silt filter selected, an erosion control system requires occasional inspection and maintenance. Specifically, holes in the filter and areas where the filter has shifted above ground surface should be replaced or repaired as soon as they are identified. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, \\Server\d\Reports\00000s100387 HHJ Walker Svc CtrlWalker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12,2002 Page 8 weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Demolition: The first step in site preparation will likely consist of demolishing all existing structures. Any associated underground structural elements or utilities, such as old footings, stemwalls, and drainpipes, should be exhumed as part of this demolition operation. The sewer in the vacant alley should be rerouted and removed from under the new structures. As an alternative, the abandoned portion may be filled with non-shrinking grout. Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of all sod, topsoil, debris, asphalt, and concrete. Our visual reconnaissance indicates that up to about 3 inches of sod and topsoil will be encountered. Furthermore, it should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed moisture-sensitive soils; therefore, stripping is best performed during a period of dry weather. Excavations: In order to provide an adequate bearing surface, we recommend that the soils below shallow foundations the CMU block wall be overexcavated 4 and 5 feet, respectively, and replaced with compacted structural fill per the Structural Fill section of this report. These excavations should extend horizontally a distance equal to the excavation depth beyond the foundation on each side. Based on the explorations, we anticipate that the foundation excavations will encounter alluvial deposits and fill, consisting of silty sand to sandy silt. In our opinion, these soils can be readily excavated with conventional earthworking equipment. Temporary Cut Slopes: All temporary soil cuts associated with site regrading or excavations should be adequately sloped back to prevent sloughing and collapse. For the various soil layers that will likely be exposed in on-site cuts, we tentatively recommend the a maximum cut slope inclination of 2H:1V. However, appropriate inclinations will ultimately depend on the actual soil conditions exposed in the cuts. Subgrade Compaction: Exposed subgrades for footings, floors, pavements, and other structures should be compacted to a firm, unyielding state. Any localized zones of loose granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. 4.2 Spread Footing Foundations In our opinion, conventional spread footings will provide adequate support for the proposed structure, if the subgrades are properly prepared. We offer the following comments and recommendations for purposes of footing design and construction. Footing Depths and Widths: For frost and erosion protection, the base of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the base of interior footings need bear only 12 inches below the surrounding slab surface level. To reduce post- \\Server\d\Reports100000s\00387 HHJ Wacker Svc Ctr1Watker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12, 2002 Page 9 construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. The footing for the CMU block wall should be 24 inches wide. Subgrade Observation: All footing subgrades should consist of suitable compacted structural fill materials. Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all subgrades be observed by an AMEC representative before any concrete is placed. Bearing Pressures: In our opinion, for static loading, footings that bear on properly prepared subgrades can be designed for a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf) for the structure and 2,500 psf for the CMU block wall. A one-third increase in allowable soil bearing capacity may be used for short-term loads created by seismic or wind related activities. Footing Settlements: We estimate that total post-construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements for comparably loaded elements may approach one-half of the actual total settlement over horizontal distances of approximately 50 feet. Footing Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings after the concrete has cured. Either imported structural fill or non-organic on-site soils can be used for this purpose, contingent on a suitable moisture content at the time of placement. Regardless of soil type, all footing backfill soil should be compacted to a density of at least 90 percent (based on ASTM:D-1557). H Lateral Resistance: Footings that have been properly backfilled as recommended will resist lateral movements by means of passive earth pressure and base friction. We recommend using a passive earth pressure of 250 pcf(equivalent fluid weight) and a base friction coefficient of 0.35. 4.3 Slab-on-Grade Floors In our opinion, soil-supported slab-on-grade floors can be used in the proposed structures if the subgrades are properly prepared. We offer the following comments and recommendations concerning slab-on-grade floors. Subgrade Conditions and Observation: All soil-supported slab-on-grade floors should bear on compacted, suitable structural fill soils. The native soils should be excavated per the Site Preparation section of this report and replaced with compacted fill. We recommend that the condition of all subgrades and overlying layers be observed by an AMEC representative before any fill or concrete is placed. \\Server\ \Reports\00000s\00397 HHJ Walker Svc Clr\Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12, 2002 Page 10 Floor Subbase: To provide uniform bearing conditions beneath soil-supported slab-on-grade floors, we recommend that they be underlain by a 12 inch-thick subbase of structural fill. In our opinion, well-graded sand and gravel such as "Gravel Borrow" or "Ballast" per WSDOT Standard Specifications 9-03.14 or 9-03.9(1), respectively, would be ideal for this purpose. All subbase fill should be compacted to a density of at least 90 percent (based on ASTM:D-1557). Capillary Break: To retard the upward wicking of groundwater beneath the floor slab, we Y recommend that a capillary break be placed over the subgrade. Ideally, this capillary break would consist of a 6-inch-thick layer of pea gravel or other clean, uniform, well-rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9-03.12(4). Alternatively, angular gravel or crushed rock can be used if it is sufficiently clean and uniform to prevent capillary wicking. The capillary break material should be connected to suitable floor drains, sumps, or the perimeter foundation drains to allow collected water to be removed. Vapor Barrier: We recommend that a layer of durable plastic sheeting (such as Crosstuff, Moistop, or Visqueen) be placed directly between the capillary break and the floor slab to prevent ground moisture vapors from migrating upward through the slab. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. Curing Course: A "curing course" is a thin layer (typically 2 inches thick) of clean sand placed over the vapor barrier to facilitate uniform curing of the overlying concrete slab. Recent studies, however, have indicated that this course is not necessary when moderately strong concrete is used for the slab. Consequently, we recommend that the project structural engineer be allowed to decide whether a curing course should be used. Vertical Deflections: Due to elastic compression of subgrades, soil-supported slab-on-grade floors can deflect downwards when vertical loads are applied. In our opinion, a subgrade reaction modulus of 250 pounds per cubic inch can be used to estimate such deflections. 4.4 Drainage Systems In our opinion, the structures should be provided with permanent drainage systems to minimize the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains: We recommend that the structures be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 4-inch-diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above or below the base of the perimeter footings. \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc IIlll Walker Service Center 2-93M-00387-0 March 12, 2002 Page 11 Discharge Considerations: If possible, all perimeter drains should discharge to a municipal storm drain, sewer system, or other suitable location by gravity flow. However, the depth of the excavation relative to existing utilities might not allow for gravity flow. In this event, we recommend that an on-demand pump be provided to collect groundwater and discharge it to a suitable location. Check valves should be installed along any drainpipes that discharge to a sewer system, to prevent sewage backflow into the drain system. Runoff Water: Roof-runoff and surface-runoff water should not discharge into the perimeter drain system. Instead, these sources should discharge into separate tightline pipes and be routed away from the buildings to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward away from the structure so that runoff water will flow by gravity to suitable collection points, rather than ponding near the structure. Ideally, the area surrounding the structure would be capped with concrete, asphalt, or low-permeability (silty) soils to minimize or preclude surface-water infiltration. 4_5 Asphaltic Pavement If asphaltic pavements will be used for the driveways and parking areas we offer the following comments and recommendations for pavement design and construction. Subgrade Preparation: All soil subgrades should be proof-rolled with a loaded dump truck or heavy compactor. Any localized zones of yielding subgrade disclosed during this proof-rolling operation should be overexcavated to a maximum depth of 12 inches and replaced with a suitable structural fill material. All structural fill should be compacted according to our recommendations given in the Structural Fill section. Specifically, the upper 2 feet of soils underlying pavement section should be compacted to at least 95 percent (based on ASTM D-1557), and all soils below 2 feet should be compacted to at least 90 percent. Pavement Materials: For the base course, we recommend using imported crushed rock, such as "Crushed Surfacing Top Course" per WSDOT Standard Specification 9-03.9(3). For the subbase course, we recommend using imported, clean, well-graded sand and gravel such as "Ballast" or "Gravel Borrow" per WSDOT Standard Specifications 9-03.9(1) and 9-03.14, respectively. None of the on-site soils would be suitable for these purposes, in our opinion. Conventional Asphalt Sections: A conventional pavement section typically comprises an asphalt concrete pavement over a crushed rock base course over a granular subbase course. Using the estimated design values stated above, we recommend using the following conventional pavement sections: Minimum Thickness Pavement Course Light Vehicle Traffic Truck Traffic Asphalt Concrete Pavement 2 inches 3 inches Crushed Rock Base 4 inches 6 inches \\Server\d\Reports100000s\00387 HHJ Walker Svc CtrlWalker Service Center rpl.doc l�. Walker Service Center 2-93M-00387-0 March 12, 2002 Page 12 Compaction and Observation: All subbase and base course material should be compacted to at least 95 percent of the Modified Proctor maximum dry density (ASTM D-1557), and all asphalt concrete should be compacted to at least 92 percent of the Rice value (ASTM D-2041). We recommend that an AMEC representative be retained to observe the compaction of each course before any overlying layer is placed. For the subbase and pavement course, compaction is best observed by means of frequent density testing. For the base course, methodology observations and hand-probing are more appropriate than density testing. Pavement Life and Maintenance: No asphaltic pavement is maintenance-free. The above described pavement sections present our minimum recommendations for an average level of performance during a 20-year design life; therefore, an average level of maintenance will likely be required. Furthermore, a 20-year pavement life typically assumes that an overlay will be placed after about 10 years. Thicker asphalt and/or thicker base and subbase courses would offer better long-term performance, but would cost more initially; thinner courses would be more susceptible to "alligator" cracking and other failure modes. As such, pavement design can be considered a compromise between a high initial cost and low maintenance costs versus a low initial cost and higher maintenance costs. 4.6 Structural Fill The term "structural fill" refers to any materials placed under foundations, retaining walls, slab- on-grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand, gravel, pea gravel, washed rock, crushed rock, quarry spalls, controlled-density fill (CDF), lean-mix concrete (LMC), well-graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit-run"), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, nor any individual particles greater than about 6 inches in diameter. On-Site Soils: Because large cuts are planned for the project, we expect that large quantities of on-site soils will be generated during earthwork activities. As such, we offer the following evaluation of these on-site soils in relation to potential use as structural fill. • Surficial Organic Soils: The sod, duff, topsoil, and organic-rich soils mantling most of the site are not suitable for use as structural fill under any circumstances, due to their high organic content. Consequently, these materials can be used only for non-structural purposes, such as in landscaping areas. • Sandy Silt: The sandy silt underlying the surficial organic soils do not appear suitable for reuse as structural fill at their present moisture contents. These soils will be difficult or impossible to reuse due to their high silt contents. \Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12, 2002 Page 13 Fill Placement: Generally, pea gravel, washed rock, quarry spalls, CDF, and LMC do not require special placement and compaction procedures. In contrast, clean sand, gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D-1557) as a standard, we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: Fill Application Minimum Compaction Footing subgrade and bearing pad 95 percent Foundation backfill 95 percent Slab-on-grade floor subgrade and subbase 95 percent Concrete sidewalk subgrade 95 percent Asphaltic pavement base and subbase 95 percent Asphaltic pavement subgrade (upper 2 feet) 95 percent Asphaltic pavement subgrade (below 2 feet) 90 percent Utility Trench (upper 2 feet) 95 percent Utility Trench (below 2 feet) 90 percent Subgrade Observation and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be observed by an AMEC representative before filling or construction begins. Also, fill soil compaction should be verified by means of in-place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain-size distribution and moisture content when they are placed. As the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet-weather site work, we recommend using "clean" fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. CDF Strength Considerations: CDF is normally specified in terms of its compressive strength, which typically ranges from 50 to 200 psi. CDF having a strength of 50 psi (7,200 psf) provides adequate support for most structural applications and can be readily excavated with hand shovels. A strength of 100 psi (14,400 psf) provides additional support for special applications but greatly increases the difficulty of hand-excavation. CDF having a strength greater than 1\Server\d\Reports100000s1003137 HHJ Walker Svc Ctr\Walker Service Center rpt.doc Walker Service Center 2-93M-00387-0 March 12,2002 Page 14 about 100 psi requires power equipment to excavate and, as such, should not be used where future hand-excavation might be needed. 5.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently, we recommend that AMEC be retained to provide the following post-report services: • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Prepare a letter summarizing all review comments (if required by the City of Renton and/or King County); • Attend a pre-construction conference with the design team and contractor to discuss important geotechnically related construction issues; • Observe all exposed subgrades after completion of stripping and overexcavation to confirm that suitable soil conditions have been reached and to determine appropriate subgrade compaction methods; • Monitor the placement of all structural fill and test the compaction of structural fill soils to verify their conformance with the construction specifications; • Probe all completed subgrades for footings and slab-on-grade floors before concrete is poured, in order to verify their bearing capacity; • Observe the installation of all perimeter drains, wall drains, and capillary break layers to verify their conformance with the construction plans; and • Prepare a post-construction letter summarizing all field observations, inspections, and test results (if required by the City of Renton and/or King County); In addition to the aforementioned services, AMEC can provide inspection and testing of concrete, steel, masonry, and other structural materials. Upon request, we could submit a proposal for providing some or all of these construction monitoring, inspection, and testing 1\Server\d\Reports1000005\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.docI', !' Walker Service Center 2-93M-00387-0 March 12,2002 Page 15 services. Such a proposal is best prepared after the project plans and specifications have been approved for construction. 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. AMEC is available to provide geotechnical observation, soils and concrete testing, steel and masonry inspection, and other services throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, 4,of• B� %.,Aft, 411 ,..- .-e:7. o •Q 20543 9 h.t, SrC N AL E ,. 2'A� 1''1 12/ o- 4110 (lit*r_ ExPIREs 01„ a ' usan A. Melton, E.I.T. James E. Brigham, P.E. , Senior Staff Engineer Associate SAM/JEB/vc Enclosures: Figure 1 — Vicinity Map Figure 2 — Site & Exploration Plan Figure 3 — USGS Soil Mapping Test Pit Logs TP-1 through TP-5 \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\Walker Service Center rpt.doc TEST PIT LOGS WALKER'S RENTON SUBARU 2-93M-00387-0 Depth (feet) Observed Soil Condition Sample Test Pit#1 Location: North side of building. 0.0 —0.3 Medium dense, moist, silty, gravelly SAND. (SP) (Fill) 0.3 — 1.5 Medium stiff to stiff, moist brown sandy SILT. (ML) S-1 1.5—8.0 Medium stiff to stiff, moist, gray with brown mottling sandy SILT. S-2 (ML) 8.0— 10.0 Medium stiff, moist to wet, gray sandy SILT interbedded with a S-3 layer of silty SAND. (ML) No caving observed. Moderate groundwater seepage observed at 8.0 feet. Test pit terminated at 10.0 feet. Test Pit#2 Location: Middle of South side of building. 0.0—3.0 Medium dense or stiff, moist, gravelly, sandy SILT with garbage and asphalt. (ML) (Fill) 3.0 - 7.0 Medium stiff to stiff, moist to wet, gray with brown mottling, sandy SILT. (ML) 7.0 — 10.0 Medium stiff, moist to wet, gray, sandy SILT interbedded with a layer of silty sand. (SM) No caving observed. Moderate groundwater seepage observed at 5.0 feet and below. Test pit terminated at 10.0 feet. A M E C \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\TEST PIT LOGS.doc TEST PIT LOGS WALKER'S RENTON SUBARU 2-93M-00387-0 Depth (feet) Observed Soil Condition Sample Test Pit#3 Location: Southwest corner of building. 0.0 —4.0 Stiff, moist, brown, sandy SILT with scattered roots, concrete asphalt and garbage. (ML) (Fill) 4.0—7.5 Medium stiff, moist to wet, gray with brown mottling sandy SILT. (ML) layer 7.5 — 11.0 Medium stiff, moist to wet, gray SILT interbedded with a of silty sand (SM) No caving observed. Moderate groundwater seepage observed at 4.5 feet and below. Test pit terminated at 11.0 feet. Test Pit#4 Location: West side of parking area. 0.0 —2.5 Medium dense, moist, brown, silty, gravelly SAND with garbage. (fill) (SM) 2.5 — 13.5 Medium stiff, moist, gray sandy SILT interbedded with silty sand layer. (ML) Moderate caving observed due to water at 4.5 feet and below. Moderate groundwater seepage observed at 4.5 feet and below. Test pit terminated at 13.5 feet. Test Pit#5 Location: East side of parking area. 0.0 — 1.5 Medium dense, moist, brown, silty, gravelly SAND. (fill) (SM) 1.5 - 3.0 Medium stiff, brown SILT. (ML) 3.0 —6.0 Medium stiff, gray with brown mottling, SILT. (ML) 6.0 — 10.0 Medium stiff, moist to wet, gray SILT interbedded with gray silty sand layer. (ML) Moderate caving observed due to water. Moderate groundwater seepage observed at 6.0 feet and below. Test pit terminated at 10.0 feet. A M E C \\Server\d\Reports\00000s\00387 HHJ Walker Svc Ctr\TEST PIT LOGS.doc • ' . :P'r 7 ‘ �' \- �� I, 1� AIRP( S dtu t r r i 0 �_ ., ' 1��► I 41 -- I- ling- 44411N1."--74 -4°' ,ram:. g tof ,,1s, \ . lu 1ffu imEti. fir l,13 II I : ��� �go",...7„,„,r4... ..----,...4c.„:-. 11j, ,, l',,,..1,....-. _ ,...,:-In'i I is, \P ;: ; Park:}, 4111.1Pli at. 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Grady Way Renton, WA 98055 Printed: 06-26-2002 Land Use Actions RECEIPT Permit#: LUA02-078 Payment Made: 06/26/2002 03:04 PM Receipt Number: R0203714 Total Payment: 1,512.58 Payee: WALKER RENTON SUBARU Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 500.00 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 5955 000.05.519.90.42.1 Postage 12.58 Payments made for this receipt Trans Method Description Amount Payment Check 100411 1,512.58 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee .00 oFv6'`o 5006 000.345.81.00.0002 Annexation Fees .00 C/0A- 5007 000.345.81.00.0003 Appeals/Waivers .00 CO?A� 5008 000.345.81.00.0004 Binding Site/Short Plat .00 ✓O NI iyl, 5009 000.345.81.00.0006 Conditional Use Fees .00 N1 5010 000.345.81.00.0007 Environmental Review .00 d9F 6?00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 CFI ? � 5012 000.345.81.00.0009 Final Plat .00 1$. 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Special Permit Fees .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604.237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42.1 Postage .00 5998 000.231.70.00.0000 Tax .00 i--- 1• 1 I " _ ' . 11 ` r ,,r TP-1 t i_ — , -; N tt -- �� t'' u. i4 f — �4 -o' - I w 1 t .f- f Q • t-- 1 -� $ . i• • t U — # I r �; 1 {I " L is ec ( i ;.-.i-Z f `9 1 cn Z r c 1 r f 1 { Z 1 < 1 , _ w TP-2�-- „� _— z LU I TP-c ��;: ��__ 11 f — Jar y }�.� ', f - ,•i._ f,- _ J - - i w �_._�.._. • —� ti 1 ''� I - 1 _ — � — �r '` Cs w i - PPPI" pRtiVE - - �— l l - f _, i - r� —..'r r' :.._ w TP-5i Q 1 — p ARK1NG t. cUn I � ' 9., _ __— LEGEND I- N Q a0 0 40 TP-1 TEST PIT NUMBER AND o N APPROXIMATE LOCATION q MAP SCALE= 1 inch:40 feet 1-- co co 9 SITE AND EXPLORATION PLAN FIGURE N arne WALKER'S RENTON SUBARU GEOTECH 0 m 115 South 8th Street PIERCE COUNTY, WASHINGTON 2 O Tacoma, Washington 98402-5203