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HomeMy WebLinkAboutLUA99-182 • • & P. / ,, 1 ; ,.1. ' �.SE�' 4SEC.'29., ,T W R 5E, W.M. cRAPRIc scALE 11' 11 i t s -��T r � �\ <Cr� \ \ r; \ `?� 19 �� 2. n. ,,,. �/ /L I . : ' / ___ -, ,.c..,` \, V , ,,, off Y ,•\"e ', `� ,Ili /� �x / �/ ` \E " Nam` \,\ \ � +,�\ '"�i` � • a H "" , /Ili • •• Ie 1 7--- • \1' \ S1 F �\ U 6460.,` o, } q • Y\VICINITY MAP ' 1 - • t .-�..�," 1� , _RE BAa.o>- \ `R.]lgqto' t \ VP aec,A u ^ 1 L-tu.04' Rj !"Tt3�-' --I u j--- 1--- \•, - it .. � 3 .,'�,> \ ..\ eiK . 1\\'' � , ` TAX PARCEL N0: \ ,A%PARCEL NO.: g h-- �T k....a_ 1 _ �.=_ .p�'"_A� 'izq /'�- \'1' � •\v '�\' hy.,s6 '' wr0-TV -um • 1 _,, L_ I ; \ . ) r: ',„, • \c tt""xS HORIZONBIMTAL DATUM:BASED ON CITY OF ;,E .•\ q A-2j�,' RENTON(NAM)aa)DAMN.O -OR.R TO OTT OF r D.-- ` tW..'.'11 (�\ RENTON SHORT PUT NO.011-6r,RECORD NOasoze . 9 ! x '\ �•; �• ) Nso[pB�)°>u,mNOx091,+P'rom,nf),i•\\ \ S ' \\ VERRCAL DAIVM:BASED ON Ott OF RQITON ® " 1 � i °`--- .-_ .'`2 Y� �\ \ \ (NA0D aa)DATUM. CITY BENCHMARK NO. 1 G.Z L I•I' -%3 17:,' y I Y _ I'I '' ` •.I '1�\ 1\ \ 1PUNGIIFO UND ON A CONC.POST"BRONZE MONUMENT QF b •j$ ._ -y ef`(s - k _ `. y • i',�I i, i i • `•`t• ,,. \ ''\\ \\ `� \\ DOWN 0.5'IN A MONUMENT CASE AT THE ,r ^d' - £- _c-^' U I i ' ; J' \L INTERSECTION OF TLC 43RD STREET 6:JONES Z. n„) i b - -/ '' L 1 Y)i a v K AVENUE N.E ELEVATION-3r.M ,t.,W4 da 5a _ — -_?,1 I ?, i T , I i; mews& Y[-e1s°� •• •,`\ U 1, \1 \\ GAL DESCRIPTION �6' E.3 k:- , a ,�,R ' .�{r'�' I "As£I".c %I A.y?\#�', . I,\ 3i DESCRIPTION: — [ I�I /' _ i\ At.W1;��Q..-SP}• I Neo. p9_W _,- S , � ('•<` �� .J LOT-.r:CITYORDED U RT PLOT NO. [ �- I;/ =A; '�. j urA-F.Y,`ySS. ,,„,,r--K .-O-Iw.l9'-,�:-c-.-y ` ,1 1\• 150060WASHIN TONgl RECO.00 UNDER. / - -- YI ___ REWROWC NO.BB021a9005,IN KING COUNTY. _ _- �'��1'3"�'e��x'��"'_-- 4. .411 ' � /% ` TOTAL SQUARE FOOTAGE OF SITE: i..%( - a1m•W II; 'J-(t"k�`(}a3R I 1 69 % \ i� \ \ I`\ I AREA:SITE AS SHOWN E ( : 1 g 3+. \ \' ), CONTAINS 60.610 SQUARE FEET t ". 1 / 1 OR 1.58 ACRES MORE OR LESS. d �� T!I- !' \ •`,\ ---�X p ,iy #y ,,ss ;U ,. a n\, 1C- %, 1 \ `1 SQ,FOOTAGE OF PROPOSED BUILDING: q �V l3- ' _ '�-. �f4?r'T `T+, vr">p Sr u6 y.8.�t'�' s /. ) ,4 I ] G1 8 ( TOTAL: 9,zz1 so.rt. 1 1 _— I s'ii,14- 1i 'R'x"k.t Ly3"'`.� +� / / .1 �\; t ,e \ (BUILDING HAS ONLY ONE FLOOR) u.sx of TOTAL STE 1 Aga w.....a _—E [; .- - mr:„ ,. r3 't ;+y Xr a t[ �\ , \`1: r ---5-- --- a em m,d , 1 t t } F�� .f y 3{i d �1 IMPERVIOUS/PERVIOUS CALCULATIONS 1 -1- _ -I _ gt: eF, "s atiN`'n 10�T4° R'" .iF ` 6 3 \I \; oast PROPOSED SITE ii I ----�-- - r `r,,�s '.` 3�S'L ,[, z,r SITE f!6 L---- _ _ _ ,�0eir•' ',`,i,kn Q,,. :F• ' ,a.t,"�✓'&,,,0151 'I: 1'` J ar7 �xU - 14 �D{ '1 r-^- -- , 3'1 }II 4 }+ i.' Ri .i ;;:g 5,, �'�?T�yJ'A` - ..01 , PE TSDIC S AR /S237 SO.FT. 48.323 SO.FT. 41 _ 4..-,�`1 ____':_---- _ _. 3"�.r: ��'��1t'` �� ,� dh�.v���yY \� �Yd ./-{'-Ll ��ej`a'\ ) s 2a \ ` dPERNWS AREA 23.237 90.FT. A6.32J S0.FT. i• �_4.--' / .'� a1.y,$'"'.l v,. ;Fr I .. ..--t��awc r--.1 H t'I,P. F 2",,,_t' ® ..1• } 1` •c. _•x ;:yr°', .1- J.••F} i'y, / \/ I/ (;0, 'i� 11 LANDSCAPING:4,48 IRO. BUILDING SETBACKS: ®® so nr[n / s-[Cc. \ P-`Y''�T,7T»;..F 1'': i / '' ) ✓ $r. : I� 'I1 I TOTAL-4,464 SO.FT. REOVIRED SETBACKS: 10'LANDSCAPE @ -11%" , I -� tt'rAt t kk` i , / Q• i\ / PY'• i ¢�I (KNDERCARE LEASE PARCEL) BUFFER(E k S.PROPERTY LINES) l o M s„W'T+ 61• / ^� / I I x•I I DING HEIGHT'/ ./c w..,,,: ■■IILLWW z. L 11i 'cs, /' $i il'o'g:v ,i • A Ill PROPOSE)snBAacs �. `y>. 2 �1. 0 ,, • {/ / / , .: Y r CF�'E','L•Is 1�t' �'I :I ALLOWABLE HBQIr: sou 10'LANDSCAPE BUFFER(E PROP.UNE) 1 4 ! I 1 ! �• � I y 14' ." II 433' OE 1 SAY I. /Ir { • �-. (• ;�RIB L P osE)HDCHr: z1.0' a LANDSCAPE BUFFER(s.PROP.LINE) W � . LIANDS APE STRIP , / �+., / / 4.: 'f ,I,,T ARKING SPACES: �. co le -tit;: /'\ ,/m / � 1.s. 8 )b t ) .. c Q ,A,ra.; / O '/ / )-{ fit' III N0.Oi ST.1LL5 REWatFO BY CODE: ,2.6 STALLS FOR Lao CUwTs ii9 �-L J.OT 6 �q'w,f u1�,1 g� •.y, .,•�.to .i "idt�ci / Y�i / I: •I�I'. , h. 8 STALLSSTALLS FOR AL(811 IN S=4 k tib A'S o FH"^.wc ti"`-.` .;c f' 1 '°"'4 y fY3 b mmlmNas / / i L ;3-1,-a�. I „�i •�� I 0�i €I n.e srAlu TOTAL(rAnaN lotl) a .. ' ''./tx.- F, (� •pI� i b I m f ADA ACCESSIBLE STALLS 2 �1lf L• t µ I , • STANDARD STALLS((20994 ;//��".' ■Y / / . •' 4p STANDARD STALLS(2019' 9 'i //v.;. /:;^ • _ , / I,•�,'6D' , /, .-II,, / 4).,• A' I I'�, I TOTAL N A SPACES(2O'.1z7 2 1 p?y33"�TYY • �q / f, I TOTAL NO.STALLS PROPOSED: 17 STALLS 'Et]D. •''' ^\_ •.',£`1'. 4•\' 2.33' '/ /,Y •\/ / ..' '/ II'YS ,. ' a 1•,271, ' I Eg5TIN0 PARKING SPACES III 14 - . 'R / I�''s4 LAN 511 / AV /;/ - '/ I/ ,-''�'4./ ' Ur' I� I ADJACENT LOT(00100 1DD7 Si soots TOTAL PROPOSED \;/% 3 TEA r,s�,, 1 / / / 1-ORRY No00-FRAME 0003N) \%%Ji' -n, :Fn^= a r r }L - // / / I " 3�s' ' '"1 1 ' ' I :;'1 -1----5- 4 rrqA 1 t �; 41,1 u't« , s`.; A it [1: !I m R 9 y.i,.s P$e'- .t / l .7 I IpyI I 4 a e •xl zq, Y J;i'c '% / 'jj: R it0 ,dlsass`r t0 '-Nat',g'l / 6, ,I, • t°`^ % � g ''i .w' / /%///„� 7., f.i0/ •il1.l.: AC r�s 'Ussk"i X ` / / �a ?`f s1.YY , Y;';;/ •.i% /%%ii%��f/:,,//�,f:.� //,/i/ .l�j}, - ';.tei - skr ar t�ti /, ;7-1, ii '11 r r•ss,s ' 's,� SEAL ' 6''.47 '.] A!!is"' 1IL,r3.aR11 .1."�� IE Mr 3IM `.. 1.,0 .S',{r,:e.'�'l -"lxr.Y. ''1�Iq�, i z1'��y�t�yy�L�` - 1 s,u � 1,.1No Lb9 +f ,24 -M' • _,;nf; ," r 3.:`�M�I•• ` .-I'' 11.R�i1�7�71��/ '_" 'Y�wa a4' �ML1F�' CHECKED FOR COMPLIANCE �} 3 "' .eac E- 12-xwt ( ' I 70 CITY STANDARDS • .$ — _ _ _- - _:. _„ - ei~*'gym•. _.• Q�,,,;, Lafp '61 4.. N, / gal. 'al�r 99273.00 = .. 'a--f ',,+t,." _ ..'1• - �+ BUSH. ROOD R NRCHINGS. INC. Dale C N •C,.Rw:l:.:i:a1.:i+.i-�.: i .\:v- " •. _ ¢• bOTa"C SI�,S -�`•�- .L .Sor,1 ME EN00@AS LAID SMlYEY0R5 Daf. 'R.. AIre SET 9,,BEKQYIat - '6 -_�c±i / e?==rl.y:..i t:=-F5s_s2q=[3=� Haw 161a AVE D >i}r1C 9 o g s c K iF:A w:rmr. < _ aZr r�.Q BIM g'wr''."°", EtA AS a @ Sa U:\99273\X9r6.W.9 s S- SE 1/4SEC. 29., T 24N, R 5E, W.M. GRAPHIC SCALE Y E - m m (loom) . �R 8 Q w, o' 4 .1 • •,1y--'.r ' :vl: . . EF U I ^1 / lip i= • i I ._�Ra ' "V:,•;„ " / �.Q Q Y - .L • � - �. E� /II\VICINITY MAP '-',7" - 7(t'.t T Ate. •- © ....... = M -" ii''4;i--I I i/ \ > ..`••��+,[`''a'a TAX PARCEL NO: U Hy.^'..' . i : �. .-�`"Z'\:. \\�.,.�..' TA%PARCEL ND.: p Cl) ..._ 1 "�A - - 1 p,.,,,T•.-- • •- '`(, • N.\ 33433f1-11a1-02 L I i:. �. ' 1�__"_ ". 1 - \ t. t'^'tea ' �'4,. DA�� - I 1 �- " L I- '�. \ \''',-1. '' HORIZONTAL DATUM:BASED ON OW OF III 1'a•7. C_�. \`, ,- •�•`„ \\\ •' \ \ RENTON(NAND 58)DATUM. REFER TO CITY OF (' ,•, RENTON SHORT PLAT NO.011-87,RECORD NO. i Se 'I(�I aan•4 \�-1 i i� i�• 1 \,'. \ e \, HAYD 88)DATUM.VERTICAL DATUM:BASED Ott BENCNYAFO(NO. a Gy•,� LOT 1 _9� l-_vc- - '_• 1• !�I \ �l` \ \�`'•�+'\; 183*FOUND 3/B•BRONZE PLUG WITH A Q .� ���' -,-.I ' l / Ip �aQ,�,J' .�' `` PUNCH MARK ON A CONC.POST MONUMENT Q .0 I! ____ /y;; .e..m+—P J. \` �\ - DOWN 0.5•IN A MONUMENT CASE AT THE E"' y I t ..... ._._ I t e \�v\ '�.„ /Y�`� 1\ INTERSECTION OF N.E.43R0 STREET k JWES 17-. a6 I ! II 1 ' �__ IY..,." ytt \ AVENUE NE. ELEVATION.37.44 w o. I I ---. I j I \? \\ LEGAL DESCRIPTON 0 E _Ir_ _ .. I \ \ Q \\�`\, DESCRIPTION. i �I M y�i .F,- T \ LOT 3.CITY OF RENTON SHORT PLAT NO._ _ _I ` \• \ 011-87.RECORDED UNDER g ! _ T' i,k RECORDING NO.8802169005,IN KING COUNTY, 71� 1 !(I -" --A.__ -Ti ''/4 S art, t Y-.�\\�`� 1 .`, ; WASHINGTON. � I .,fM_ _-- 1�7■�rE �� 'j.Y�,'r�r5 i ,\• s°t1r, , TOTAL SQUARE FOOTAGE OF SITE: Ep� 11:11 -1-------yy -:/L-_ y_a' a1•1,T`fin, :S^3 'Y _ \A I II1 AREA:STE AS SHOWN `! -_ __ --L_.I -y-i__2_-_-__ 'E sp `. .'. .'P�+E_ `" x :XT. Y' I RE FEET ORN1.58 ACRES.MCRETAINS 88610 AOR LESS . d'dt J' ------ 0114_ - -'=' i .j...d'•'�..•.-:.�; '' �,. t CO FFIOTAgF OF PROPOSFD BUILDING: !i �!/ ! O' = � S o� //�/ .I. It, I TOTAL 9,221 so.Fr. W^'4 ,C� w J I.i. /8.18/ 'Z//j; •1.y.'1jg "' I (BUDDING HAS ONLY ONE BOON) 13./1L OF TOTAL STE . T _ i ~s I. (BUILDING CALCULATIONg I, .- C4�GOT2 1�t f'Pig_._ l / r/e r 6 ) .I I s aip 1OIt - 3-fit-;4A I .r._. /9g /i,1If �' 1 i, Exist SITE PROPOSED SITE s I'IP `'e„ , "�',,, (1 ,%%.' //:Q / / .. i1 4' PERVIOUS AREA 45.373 SD.FT. 22,287 SO.FT. II`yr • / —1 G� - t"'''.i P+.„ k /�' , f� - ' ip'�4k IMPERODUS AREA 23,237 S0.FT. 46,323 50.FT. p�\ "'i;r•t '-"t 1..e I'• I LANDSCAPING BUILDING SETBACKS: y \ ,.�i'j',. _ .- �77�JET�� JY J��s-+ ;Rp ' ' i : II TOTAL-4.488 S0.FT. REQUIRED SETBACKS 10'LANDSCAPE M 1\Ry G \\ k jy;','I/y ,:�,?i% �,. i' �`" ,' __ (IE R- TAD 4 F. I IV I EIi T II (KINDERCARE LEASE PARCEL) BUFFER(E k 5.PROPERTY LINES) E•\., ,•,y•.-. ^--•�• - k v EE1I 7`nn,I_'A'J"� -Y'I .}ll f1F BUILDING EHFIGH�:D PROPOSED SETBACKS: '''',',„.'1,�f---�'_tsY - -tut. .I • L — I , I .� I r ID'LANDSCAPE BUFFER(E.PROP.LINE) L p ' { "r`:, .N,�f F \� )I PROPOSED HEIGHT: 21.0' 11'IANDSCAPE BUFFER(5.PROP.LINE) _ I-�`'...._.- ' ' a.121 • PARKING SPACES: V fix---1— — .--- NO.OF STALLS REWIRED BY CODE: 12.8 STALLS FOR 160 OJENTS a a — YtF °t ,^_'..'y: r K=� { --IIOERF.S�T - FAQ.. is STALLS FOR EMPLOYEES W -a_ *"m---•Y.vLy• .r',a3-- n .,, f4 '-- ,47Jd PS-, ..-S.^e::M; 27.8 STALLS TOTAL WITHIN 100') _1: a -- - '---- _ _ __„--- - __-_--==yam, ._r_== __---- _ c��.` "t ' - e• N�'t`Ll_T1i a4 mm• _ ADA ACCESSIBLE STALLS 2 ---�-�-1-•-__ PT-m _.-___- __, \ COMPACT STALLS(18'49') 4 dp' —'-' ______.--_j-_`-- STANDARD STALLS(2019') 9 0 ;, .1 y KMDERCARE VAN SPACES(20112•) 2 I TOTAL NO.STALLS PROPOSED: 17 STALLS ii E]OSTING PARKING SPACES M IA ADJACENT LOT(1111RIN 1001 31 STALLS TOTAL PROPOSED • SITE PLAN �`t a.ARUH ��OR,,� • SCALE: 1"=40' •tet-tib s SEAL A,,lt. . O CHECKED FOR COMPLIANCE a 1 '/- E 99273 00 TO CITY STANDARDS Dot. BUSH, ROED & HRCHINGS, INC. Dot._ m ry ,ti OW ENGINEERS t LAND SITVEYER5 Del. @ 5a U:\99273\%8ra.a.9 .A•• -.AS-'Ir,•-_),Z s‘....0.. 0 40•41.4 4 3...c,,.v\49„j,4.A•&..0c.-,1r._-es_;:_)-_'-l'.":_'.'.,efIIjLJ,'t! 14 j ZDIV 3.I,C(...• , 137- -1;.1li.-1•,.."4.f-"..•°' c.f. ,.•::*Ce' ._ tili ___ _._.., ..,,,,,,,Jir,„..i.ir 7, L,NE ,SOTH -••ST• •• / ,.ii '''':,,.,•......e.1 / /••••‘.'.... „,al, .,,, Li,, ... . :1.4. __. _- • .: •.•tn ' -'t rn ;'. , ' /• . ,F. ''''''';';',--4,-1 1f-5,..••• §' • '''' 4../ /' ''.1"."."* ./ / ,_..-_ _.,„. ._ ,,, Q.:,._, ,,.,.....,..,„, .._ , 131 ••k-' /,' • .tt' d' ,, -,1•: Tr ,. ,, e. ° ..° . 4•/--,.,7-7-7-i 4, ;,-...,..z.. .....,.. .. i.`,....., . ' ..1[7i , ,„ i! .,11..•e. /• Gov't Lot' ...?*..i.` I ,,, . t. .tZ•:14:i.)-1.C) 0 a rj ,,',.1:7',..11 1:''' (7 ',' . CP.60 Acr 0,e .,,, 4,'. .-„,.,,,,„,..,_ I. 4' " /i — i ' _,, ... 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'40TH 57•.. .• .7 •,:z7.- SE—84TH‘-•Sts _ „.4.„,s sniq..,,,,s, . --,th,:.-..-1,,,„,,i,is,re.,"• .1 . - .—6 A R D3 E k3 0 E D t .- , ''' " "'"'' ___'R: ri•J_ ''._!2_-_,.s"Fes_'. _ jE ., lov'l.Lot 2 . , ,•,' :."' j,j j 69 \.7„: „- 1-1:1‘.. i.PF,11-ef,r P'-)Pr'l. . ,,, '. —1 '3200 Acres ,/ i 4,„ i .8 ..:,1 r •.1.0. 13.n••on,.,,,11, ...-- 169, • W 9 4 t,-- - „. ...,.!I./0,— I -Cta—lift LVI- N.6"" : .f 1--'---, - • —s' 2 Z ' 't -to, .F.Aj ..-J•:: cfs • ,11'87/ rmo, : 039 j 1,01. ro .- __j j. -----'jj-j--"bi-vls- •N- NI.: A••••------,'; ,..,•n„... A 7,„B„ t , a' :. 3 ..• _-___ ...---- —. . i 1 121 . 5 .'• _ . _ '. i 41.! Anfl111„; ; ,h,.---40 LAKE ,ArA3s ;frToN -, _ ...,.. _ I _ • • 992)3-00 1 of I .a,. j. J LAKC WASNINGTON • e SN'RELA DS • !AII• .F xc L.�.L.-. , C f s 'c ro fFE®^w,;- sm,-§ mV.:, \ a.!,I12.t."4-.;' i/ ! o 1 ..Y i ..---.1.".- , .‘. 'r143."11, 1, - d,d v_:1.,,,,, " { F a, , ..,...or....„...,_,_, _11 `ld`m — o , _ .,„„,,,. .„ -,, _,,,.. . , _ , . , ; 1 - 1 i .3..•-t-3,',..;-.' ._ 1 - , , ,,,,, .... , 1. I `• 1 d 1 !-y { ` ' •!i�,:_'_ __-I •. .,•. � .o : 0.� W�•i� raamm ,a g ty Lam. I. ! rt: 1 ! ;II. A,a 3 _ a rii is i 1..! 'I, a ' -57� . �?a_. :' If i {c .9 ��3pR, I,, —.7 r, ,v,laJ • n I N 71I HLED DETAIL 1.1. E I 't • - KINDERCARE LEARNING CENTER d�BUSHY 17 oXD s HTC�HINC,INC. s1 I]I]N.E.<ON STREET .N.e',,1 .:.gtal �•„ .•f ' . ... - OITY QE_FI R E C E rot D • JAN 3 1 2000 I i 8 9 7 'asi I -------'- - 22 ---------- -7...-5.'-,•k*- ,1 , -*,...\St .,Vtl•SEC. 9., re ..R 5E, W.M. \ -... BUILDING DIVISION 1° I i %LP I-k'S...”' ''•::::•''' ',& .''' ,....A.''''.,C '''''. '''''N'''''' 's\ s'..,,,,, VAS,,,I:\" '-',:.:.,, ' • '. XtE3 •15: Ob.Y...:: Z,:X.4,,I4'• .'I • 'r--7;---I 4 : '‘,r'••••9-... - -'''3, '''''k,...6'.2-C '''‘ \'''.*. s''''''" ''' A %, ' --•.,„ ''''' ls, .-q. \ • .;`,•\' N't \ •'• ---,--1 ... 4',-11.....,! '', Lt4,1,,--_ •' i k\i'7';:c...,;,..--....&,_ ••••• --""*"........ - ..:::`-`4...„..s, `,`;••,- ,\••• ,',' -', \,.. ‘, \ ,")',,_ flu" .... i '' / /4:1"' '----- ----' il---.., • ••,s, k**,e• ' -e-9-''',3>„ ,„ ''' : ,,„,,,i , • ,. i — ..,„,...,...,.. N. .,, ,.„..,„, -,,,, , . , s,.:• . GRAPHIC SCALE Vir.-, Ii \l/ , NI- './-7- . , \,,\-,,,.4t,,,,,,.-4,0 • , , ‘ ,.1 . . _ —___,___, .g LLI 53••••„ ,G, 6 VICINITY MAP q Z ix ,.: ,..N.,. ,,,,,i , / — , ,,,,,i ,,,,.... , ,„ ,.,,,„. ,s \.,, -,„ .4,, ,Irach.CC R. << '•••••:,:r•• ',. '.'44,,„.. w ,l'''.',,,;','S' 'k.','-:, '', •\ '\'''S,‘\'',., \ \ '' .i. A C''' , 11 4'.•SY ,•'%,•• kI:.i- • \ '''. .\ .\ ‘•\, .N: =UM TAX PARCEL NO: , .___ __ \ \--(N,,,'.', 6 '. TA%PARCEL NO.: ELJ I @ I', ..( N •, \...„.. • \- \ Ns\\‘‘A \\ \\ ', RETAINING WALL mmm,:ammm 334330-1141-02 .....a 1 7 •..--9.4' \\1. .\ '; \' \ \ DARN. ,,k .\, 1 1.----1- 7 I..NOS.880.00531 \ ‘• '''''`) i cr, nrm••••A,..,,‘ . 1•'‘::••;.'4, \ '.\ \•.• \\\'`‘;, \ \ \1 , k k, 1,24-,,,,-.3v--,, \•t-•.. ••• .::, \ \•e-3111,10: , • :, \ \ 0 NEW ASPHALT MS1 HORIZONTAL DATUM:BASED ON CITY OF RENTON(NAVD 88)DATUM. REFER TO CITY OF RI NDY CONCRE1E FA RENTON SHORT PLAT NO.011-87.RECORD NO. q: „/ I I •i__2j.,_ i ; /\ \ \I 1 i • s, \ -1"\ . .--,,,;\ ;1-.:,.:M.i2\ \•v, ,, ',',, ‘ 8802169005. "-'11, I • k.-- \L„. '-', - -e•''''------rg:.F) //:-. 's, \ \•'•''..N\_*. I, ‘' 4, VERTICAL DATUM.BASED ON CITY OF RENTON (NAVD 88)DARIN. CITY BENCHMARK NO. 1834:FOUND 3/13-BRONZE PLUG WITH A PUNCH MARK ON A CONC.POST MONUMENT ._..,,,. / ,,, ,s, ,,,,,, \ tli , ..:‘ '‘,% `\ \fqq7;vh,\ : DOWN 0.5 IN A MONUMENT CASE AT THE L__....__ ',-*\_, , INTERSECTION OF N.E.43RD STREET&JONES 1 / 1,10-, a t 4. • ', I .',F: ',',:41 / AVENUE N.E. ELEVATION m 37.44 ,,s •,,..1 .;' '-it‘ /.. (s.,,,,ME Of LINDERGROVKI COROVIT),',"'..., LEGAL DESCRIPTION • ,••, s \:„•\,•,.. \\ 4 ,,,,,, ., s• DESCRIPTION: • LOT 3,CITY OF RENTON SHORT PLAT NO. a \ I I, •, '1: \ i 011-87,RECORDED UNDER i r'T.Z t 1‘' i -,6 / 2•:=1 2 3.3--- •,, —___,., 1 I ; , /,,„ I / ‘`:.--..,:. ,••!''' \ N ' ..,,,.i \ RECORDING NO.8802169005,IN KING COUNTY. WASHINGTON. E, 3: 1 titIr- -,,I _i___ '6 --ii--j . i; ii.00/1 f • / ‘,‘ .\7:: ,,, 1 • ils`1,-• Z 1 li \171 (..1 i' t t,....I •CS I'VE I . • ••$.' '. T ,k\!5•/•%! \ TOTAL SOUARE FOOTAGE OF SITE: LI0, — ' 1 11 i,T 1 I,'" I 000,,,,io...,c,,,,, ,/ ,..• :., \A 1 V‘, \ AREA:STE AS SHOWN § C.2= g• ' '-•.L..... \ Telt',fr , ,yrird....f__ . , . CONTAINS 68,610 SQUARE FEET OR 1.58 ACRES, ORE OR LESS. afr 1 1 i 1 t ---\'• ., ilk 1 1 I . t 1 1 N13845109TLY /Lir.. / ( • 'A ‘, ....), , ,-.1 , • .. i ,- \ I', . \ SO. FOOTAGE OF PROPOSED BUILDING: i 11 ,,,,,,ia,-FROPERTY ‘.1,.. L, •7... ?:,. ,FX-1-- p.19.—c7xx—x—xl-x—x—x,.. .34/311534,..Imm .....,3,43.: TOTAL: 9221 SO.Ft trl ? .1. ...._ _ • ,,,, I cow. un k___ ........ oy...,... _ _ ,I.;1-.-":411 :' I)'''...1.‘, Unayoce , /1. ) . •":, C. '.1.' ' lV (BUIWING HAS ONLY ONE FLOOR) 13.4%OF TOTAL SITE , 1.38,56. ''r- : ,IMPERVIOUS/PERVIOUS CALCULATIONE ..,„ _ „ —ttes,tworvi 7, ____j : . N,..,,:,.,..,:::,...;1:tiry i : -1 69.0k / / ' .. : ,', ' \ I \ 1 \\ ', \ Exisr. SITE PROPOSED SITE il . ii-- . ., A 1,,, 01,14,&•••,.4 ; ---,•. „ -. • '.•'-y,, , \ ,\ i., • . ; .,. ,:,,, PERMOUS AREA 45,373 SO.FT. 22,287 SCL FT. li:ii1111. , r \ , -4.. I'I I ii,,,'•-f,--..0 if t' -..,•1,-.1A.WfN-.',.,-.,..,,,,44,•;,kiy1 p.m... .,•, ...I. \ ,, •,,,, . IMPERVIOUS AREA 2.3.237 SO.Ft 46,323 SO.FT. ,,,, -,,, 1 1---,,,,,,e4,0,•,0,,,',. .•.,-..1g„,•41, 1.--***:•*.•1% a. I"•"••,,,4'••,F \-!•''',"'"'"•/.t\1,-r WI:pr.,.,,,..0, 1 /- • ,,•,. ,,•,1, • i , •••• \ • ‘ k -8 r9.1-ai••;-:.f.••••• 31.2A'WV-',..,.'''' , A.t... *,,s,„ II' /* .I. 'Is, • \'• \\I ' k LANDSCAPING: TOTAL m 4,464 SO.FT. BUILDING SETBACKS: 01 REOUIREO SETBACKS: 10'LANDSCAPE I \ ' '44 „1,--<- -1 l'',2i-'',1' ;1,..,,:-..;-.,:,.:,I VIA°P.,.•43,- .4.,‘-4'.4'0iz•,...,,,,,..,.....,, . .,.•, ' err 80718090S (KINDERCARE LEASE PARCEL) BUFFER(E.DR.PROPER,LINES) BUILDING HEIGHT: PROPOSED SEIDAD4S: r------1----,--_ ____\ '2'31 .'" 1'41.'44:.I1 I---&'F'4,4417,417 -..7tet,L1.4c.V.4.4••AZ 0,4944 1„.,1„,,,, . ,,,,:, . ,_ ,.. _f---------,,....,.., _., ....,f,,..,,,,,,,„ : .....„.„,,,..„.4.,„,,,,,,7„„,,,...„4„.„,„„,„4„,,,,,,..„,?\,.: ...,,.,, , ,, , —5Iii ___ ---=-c-- __ --•,--,, ,•.4.•;.•-• I ' 1-itillA,'.•,,,1*-e",, ,-__,„,/42 idx,;;.t.3,,,,,e-,,:,,,,ip,_,,,t,._.*-24::. 11- :„tt,vmt tt \ ALLOWABLE HEIGHT: 50.0' 10'LANDSCAPE BUFFER(E PROP.UNE) PROPOSED HEIGHT: 21.0' 14'LANDSCAPE BUFFER(S.PREP LINE) •-%•,------- 7.. L• :;:,,,,..,),„‘4W91 • ,.411'4•1604T362.31,..:4""'FNETYL(4-s,',NJ] -`'RL J. •..13-(4,-:,. • :• 2616.06. 1,, PARKING SPACES: -..:!,0„.. •••••'. ''4;• ,'" ,• ,,7,4*.4 4frrr'.'1,,..11Ci4-''-"Ri. ';'''''VANTI,'1.7.44,:r;',ValThghlt ‘.:-'.1 I. , I_/-""'":" s ''' 11'''5",e'tkhr '''A.4 1 1 / ,i,,,"I. Y 12/ '..Z.`<,, \:- 'MAW I III NO.OF STALLS REQUIRED BY CODE: 12.8 STALLS FOR 160 CLIENTS 7-7•LEI's / 6.E.C. , !*,'y.;t.':;-, .1,, . , _1_ _STALLS FOR EMPLOYEES ne STALLS TOTAL(WITHIN 100) -• ,I 44404 tI''• / ." iEil.'‘1.111e',•:;• ',•, / t r),..', 1.I•L:"I:I. ill I TE-cl•I I . PROPOSED o ir,". '‘i-,.•:1"."' .. , r-t- -..)' .1. • ADA ACCESSIBLE STALLS KINDERCARE.F , ,1 '',:--4J,,„„-A,„V. '. , -1.102 1 COMPACT STALLS(18.K9') STANDARD STALLS(213'•9') 4 9 1 Hill 4, , . , ,,,,,,k,„ , „ k ., ,..,!, ic. i IV -Rzci,.... •• '.. lEN . -i- ci i,j,.1;..,7•1:,:i. L,ANDSAPE StRIP i ,/,, ,......,•;:71, /4 / l•g i,*,,F., . • t • KINDERCARE VAN SPACES(20'•12') 2 TOTAL NO.STALLS PROPOSED: ,r‘le- .1 II•Jk;TXT,4!% I / / '1 s"'.' 1/1 / y -,,,,,,,,z• 1 1 . 1 — • . --:,•_ -..,- , , ,-, , I„1..,_„.., , ‘,4 .0 ,,, , f -e,41.• , ATA'crwrAR:.•,c,„-LP,•,AcElgOT 31"1 STSALLSTALLSTOTAL PROPOSED jrOT 2 • --,....-1_t_i_4.._ j_....,11, 0 , , - , --5. it , ., ., •5•-,1•3. RHFFT INDEX: ig. ' r-, -,• ' yr, ,,,,,,,1 1 E 1, .g. 8, •-''!'- .i -,•:,--",•L'-q.••ve,.\//1:••'!r kir244::•\'-;,. 1 t '1 ' i /44:7, // . il 4; -,,,,I.• . , l'. i I 10.,- ,1 STE PLAN 1 OF 10 h! 5 • ''','',",•.•,' ''' :,"•••'''.„,...'LL-C•7 IN mpg: , ) , ,; ,,, ,..., ,.0), -,,,,i `t-f //i• 5,t 1; ,( 2;• g 4. EROSION CONTROL PLAN 2 OF 10 iq . *, p'/••. ",,,:.,/,',•.'.?•%,•,:/.",7 ?h ; 1 I ‘ 1 ( 5.T.6- ; / .!,•,.,, • III,t?,:,1' -it 1 a , EROSION CONTROL NOTES&DETAILS 1 OF 10 K Rom= 4: , , / 05ot ,./ it V'P• i ft!'3,4,' '' It I GRADING PtAN 4 OF 10 Y ".Z.•°•'9THS' '...'.. ic 195Ylrai•. • ' ‘..':.•• '. ' ..,‘ / •,•,• ' • ' ';,#,';'• .:. .0.. - Sant PLAN&PROFILE(110TH AVE) 5 OF 10 I,c39•?,..)71,,...,. i.2 ,v.. •,' • 2.33'Vat si .,,E, -......gi /es 0 / 1•,.....,,,,,,A•!. • F....,,,,...zro, */i SEWER PLAN&PROFILE 6 OF 10 1 STORY r 1, I —Pscns--f —1, , ,/ i, '4'1'4 0.1. •• :II'''' I 11 STORM DRAINAGE PLAN 7 OF 10 MP. ‘'">.' 1.,,,A.••,1rr,:. / / ., I ,..v=.*•firidl 41 i g ...! WalER PLAN 8 OF 10 DETAILS&SECTIONS 9 OF 10 ..,---1--- ' ., .,'.4,:-',' -,$44,T,-.4r,..,., ,:-.), %,-.;',4x-.4,i-,.-,7: ,g1,1 1 1 .. NOTES 10 OF 10 •'... ... '' 31b 1 . ''1 '•(' V '-''''''''•-*••• •I':i'VA61. 1'1'1,Th4r):-.1V '', .Z64.4'.2'S. •• .0 1 1,1 i, ,' I .'1 te'''' AC.,Q.'11;4 glnepatzfg-If,r:&*,**C'er I, I.ir,;6o.L. • ../ /i l',.;11: 1,1 1 . 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'i go 99273.00 er.",,,•••••• BUSH, ROED & HITCHINGS, INC. Date— 0 h°1.'•,' .,,,,,,---- --- -t---,------,,, „:7-.,-.--,..--4-.,‘,..',,,..,,4'.• •:.•:., ,,,,..,.----:.;----' ..L.1.1•:,..',:---.......',;r'AMNON* _ plat, .1 - l'-, ,-.,...•••-=•-,_ -c.F.,,,,- ----'—'-..• '!.-5kt:g/PET, Eix'' " 5,.....: MIL ENGINEERS&LAND SURVEYORS Dale Date_0§ R.-0,-..,-'--- srT 912 DENomiroc iiiii.ammin a ii mis a — ''Ai''--1-''''''''',:--4-a-e-,-;fi•-,-,-e3,••-r.-.1 ----- :-,...i.e..,...€40Era-tim r ..... .... ,10 ypott A.K..451 BRH "431%17''' ,11.4M8Mirag 1 i. Si ‘1111.1811042111.11MINEMEM- ffiaiiii ,,N=rffiMiffnifiAnr lit.t 4"'L-'n'imiiu''''imramir. .-- u,\99273vg,d.d., • • • 5- SE 1/4SEC. 29., T 24N, R 5E, W.M. 4 �/ I 4 1m+aJurc `ie / 'A' \ �t "4'. 1 \.. 1 \ '- ,'Ggt,Ic- e , 1 r °eT '`\$.'�'6l•\,,1 Ik`\\°�,1� `\\ ,� 111 M I F • I / \ 1 -1 •.? . . Z / - I! \\0Q- \„M1°ice-.-;. `\ II / '.ti\1 •.i"s" 1 • 11 \\''�'1_• 11 GRAPHIC SCALE 9 J LA ?Nr N) I I--L,`w12 r `.1%; +'.`lk.,,` i ����////��d,,,,'s-rew.,\N..'':�\, °e •\R.saia\ 11 1\ }tr . IZ U ' '-�-` \= ` \I s�)Sn "°l6f- �� \ 11 •T'1ue4'o,v ;\1 $ ,IIIIIII. l'' I I I '•:� r / / Y \� \ 4N. e. 1� 1 } 11 `£ o�DIFlxr)e Z_w If'h€- - a I \ \ 'qr.'s-,/ � ` nrze ape 11 _m A. Ia L- ` 1 11 U/I �,' ;. ,•�.o 1 >L. •: N 1.•,1 1 a _ .0 1 '�.•.Y�.,�11 D," ��• \' 1 I 1)\� .•.,.,. X-{-x OF s: i ?,ae se�b __ � h4 ut' ! Rio--' {9.90]A 1\ \, \l, ��j\ W u j.n/ A ___ _j. u ., fl'i.r. g,TE-a3.e,1 / TE-s3.4o I \ ^ 9 NORI7ONTAL DATUM Ur4 a r L___' --reBv9a9�\ F :ts.z . r7�. . .. I uro ,\ \ , % ••bb 1t 6 OF _ tt 1 1 I ,.�, E�j '1 RASED ON OTT OF RENTON(NAw BB)DATUM. �d - - -'4 ' I J\ 11 -'1._,_-r {'")` Ir,.., �1111_ii�.4a �• l-EE 5N REFER-TO-CITY RECORD NO.880NIBGOO PLYirxo. •, ., y \ 1 1�,F,:p,T1y��0yg�Itil :'T l..;h.,';:;r-`-".,;,, / \°E•. 1 r.�5 p 1\� \1 0„ B].PECORO N0.eBOT169005 MI .:.?:C��j; /1 50 ^!" '.l•,'1 1.14 '` 1 g I r� 10}.� wr \ I ".1 II. .(_-`'•{ "�':' /� ' '�' \ ,aww.sa1� 1 71 I . end emn�.mm •. _4�i sio ,,G. )..- r ` 1 \\ ' VERTICAL DATUM _ ` , % _ a - \ • 1` „I• ( BASED ON an OF REN10N MAw 88)DATUN �;-�_ / `(//_/`�________ \ .r'"V+nVVF WW ■� tQ �T ). I 1+� _ :pa' MI I CITY BENCHMARK NO.1834:FOUND 3/B-BRONZE PLUG 5p L____1 / Y ---- �.: Il'1 w, f N) 1 . 7 / 1 If \\1 MTH A PUNCH MARK ON A CONC.POST MONUMENT 4 I11 � 1_4 _ ____\ -- \ - . _ _-Itt s1�n 1,'/ ANI i'..L 'T•-r ` '4f %T1 1 1 \ DONN OS IN A MONUMENT CASE AT THE INTERSECTION + B 'kill zit^� , 1T2 _ 1 --- ) > O 1\ 1 OF/A ON STREET h JON6 AVENUE NE +° ,V y r\ma. ,,�,[�+ • :::: - I 1 \I I ELE`/ATION 3T.H,8...c.-.^ ,C.S,., -- )..1'. TSc,, �pS` \ (y r•...ai"l.t.w"r'i.6:.1 1 /,. �a��A® ` \ I I \ v jeI s s'EcC � �. �}r 1 45.p9 i 1 I '•/ �' / / 1' •� I,.p1y1I\1 F \41.,a �l y�•,T� F.T i I 1 1 I / d / 1• 11 I CUT/FILL QUANTITIES �®- I T'I� ('� I I 1 I / W 65LF/-CONO� ' •'1. I 11 I I �1 v-. J I ' 1 I 4.1TSc CUT 1 „ ,�• A/c PATc9w� [. ly-:..�tff. I 1 1 1 I / W o/asx: ?`' ' I I II Oc Y FILL / I E- I PRpP9SED KIHDERCARE� -Y i i. .7i•. ,j; ' 4".]O 1 \\ ? 1 I'' 1.t1 ., i• ��( .� / ay I,,::: a�'.� 1 �.Ft-45.15/(' v�1 / / �� 44..,j��. INC Bw-xieo� s LFSEM • LOT 2 c=r 9 8�` A ;�� ;v 1 P ��A e wr / '/'� 'I•.�'�I�ia11 E 8 PROPOSED ASPHALT 1� "'. -- 'w-+�a m• +per ..,."-arm.-"m.-" 1 / / 1D 'C:i.-I I yl� SEE SHEET 8 OF 9 't.:=''I 1h Pos ovOa.x 4, -••c--A4 . /It'1 ._:�ii0Vg_ ) I II 1 c �LI i 1 i '.I • :(�,.�•�ty;,m?{� II'0 €I PAVING SECTION ABOVE ep gp 8 -,e's n I �.( ?•; gt�,,4 ) ) "Y` /1\ TwI / / "7 •L`f1 1+�y �1 B i S i cmc w.0 ° ..., I 11 . V I `` / /5 $ONE / 1'�". I CONCRETE1 I' pp I I 1 / Ir) /DU O 5M :P I••'j'I Y 1 EYJSTNC CCNiWR _i.RI__ IaI ) Y I11 / 1 9/F4AB. i' • I! �N $e�Il1'823 I T L 1TV/ t 5 y/ .` �0 (l-`ct� .,,), . • I T•.9?, 1, °,° Mil 1 ill' l' L {5 p �I / / p / F' 1 II I EXISTNG SPOT GRADE c§ 'i1 :. a=H / N :1 TM.s100- I PROPOSED SPOT GRADE N4>.19- 90y 5 1-STORY MOO-FRAME BUILDING I ,T a, Il\. /1 1 v / A - /J (V i;',BN'.50.8•i '�., N 11 L IIIIII RIDGE UNE --R--- 3 x /, _ �::. I TYb19.60�.o TI'{II `s- it..'2.•: Sti► YI"''r :.�'Il:.`\ _xxooss,, • ' I \' ... /-• 44,is•J•• •• :11M scs0< , I I PROPOSED CONTOUR -45- I - - //H.19 a I ,,.:t'-. .9yri6D'• ,,� 1 / / ,I�1 :i BW.5D.50 I,I H}A • • ;� • d : -41 Il:� :ili �¢ '.u.1p:•)_ ..... 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Thaw U:\99273Vora.aw9 • ..,, - • -.4,SK. 29.s.TN,24-N,R 5E, I ,9 .-r7j———I" .., .../T / j / • ,e.—, A, I gb-ill i , , • 7--,.. 18r--..... „ 8 0.:.4.V.* -''''•••„,z-v.orRos L..' •,..,/ / •.... • z I 4'4';.P.N.-. , \ '. \• _I I . ., ..._6 \ •. ,,, \:,, \ '. \.• -`,.` s \',, i LAI L.-I I 10160E URN UNE EASEMENT ' 1.... GRAPHIC SCALE a cDc , 1..--C-Z-PtERMC.4„,401.88050905.31 ' i \.••\ \R-318.10: \ LNI45.84,\ . << i ' 1 TANN7422, \ 's 90 M 1111 Z° . I % i I A-,2616'0e m •• 101 ce --__-____J •,,, i---i--- j 1 'DV' i'' 99 nNE i \. \•• \•*9• ':.\''', /w risr) LLI 2 I huh.20 rt. Ce 0 .., , \ • , \ ,1742.- \ 0 z m ix • • :.• PER REM MO.O0040707.0 0 (707.Na SCE or Loorocootoo couv,/ . \1--- (./) i I co 111.E I 1 . • ../.. \ s.‘ vsi" ..,,,...... .-..-s, . •.„ • onv _7745. . • , g• i. 1 I ..-.. ir.-.,.!.,..i.... ,: , i-x—x—x-1.113191-7-1-x—x—x- -9—x . •• NO ‘ '-,DN Z . 138.55' --70199.509 W ... , ajw,71w...•,. NE.40.61(M) "'AAA` NE 39 39(CO , • 1 I • . , , r, 1, 1 A 0.(rWIR).41.60 1--- ' ! T.0.11.(12'501.90.74 e ,„„„a.., kill:. ,,,,,,-:„.„,,-,...,..T.,,—„n-1_,_, co n .. - • .,,.,..,4 7-----..no,, ,-,,.1t'' • —,E.-='...• • , \\V--‘1 , ' ,— L - ia o i 1:11::::;:',M5.-7. 15::.,,,n-,--,-.. .,...'; -..13,1a,A ; E-4.." . , ' • A'r , • . . , \ , ,, 1 Fii 4 C: _______. __---- --- - --OM:----EASEMENT • Er. I ;r82170111r"'" C.r.' 1.43.28 ,.1,..",[JI.,'-',. .!-,':,iil,t.:}1.'-r•cl'W1-174.#+%.,?,:';:i..:,;:4,1";',.-\:,= `i ''''' \' \\\ , ______1._______ --_______ r•/..'"4 . ROI la...... .:-1,7,:.',(7 1;'•ii:_•;1-.;'....,'•••-•=,:,,,....,,,,( -..-....,',• to, ma)• .., , .4. . 0p. ' ___—:'7'. 'If ' t'''' .11S.'17.:.'.917..K" :AliNri kL 1• . _______ ) i ....._ _..._...... . , , ,,, _ .,....,-%4 ..,-..••• •NOSSNCII / :135LF-10 / 16,..... T.O.p...40.13(12.SD)ND / ...• GUTTA i"S I.'7;1 • ' . 4-',..i. ' 10. (SEE SKEET 6) _.,.:„.. . 141,1 1 ,'-''•,./211 PROPOSED KIERCAR/E -I / / •...11'#;:',..;\ .• ''1:114"1 1 1 • c..o. ' : -'.- • .,.....,9 pa 0® i - ..! ii 5 I,amA. ....-- PER no HO 88031,40270 / / / J ,g1-1';,.. . A. k, , ,-4, ,;_.-.,,- . 4,;, , 8, . ROOF OVERHANG • / / 1§% .7"...'',1, -• ' i ogi c.%°: ',. m. sti•-v-,-,.:3-.7,,-, ,1 ////ergro.s., s, 1 ,..3. , I ::1' ,, 1 co ii:.2:44,.) . / / 8 AO'I.", :.1,-, t." '\/I ,bf /1 ): : ..'..'v.. (1 I i `• .1 87 1-STORY ROOD- --- ' •.:IF II"‘...''1'', 1. / . / /141072t71.Ns i FRAME BULDING . EX.03 NI U.-1,t'i'.'1', . NIMMIMAIMIAINIFAile .1'..tSYNIffinea.„. /1; il 1 g iii ! ,,..•8 . 1 2-363q11:111 IIV'MI .4 .Aii,.i'ii•r-flit.!-DInti:.?42,1 i 597'..- -.:/ ii' . : li I • m II-7,,VAICIR . 2.M.AT,...„,-,.:. . /,,'I.. . . 1 ^NC•85 Cr!(.4;i. .I.,,z/ . ../ .• . , - ,FOR CROSSNG INFO- ICE111,-- ' 11 I'9 4E117'•P I ,.. ,, . . • . • • .,.., • _ . ..i.giEET 8 DIF 10 .. 1112111181Lo ..{,,,,,,,,,yg,o,',Qv..,p„ ,,,,,.. 11 I 143E- ri MIMI il i -- 1,1-,, ./..ii.45.6 I .. • .I•1Ir, • \k„....1.F.71:, ,•::. ":Z -..' ' --• i. '..'''. ' "•• --‘"'-•-•- ••••a.: . 11' • Eal -- •' 4.9 00R4' - - , -'' 1,.. ...ef,----.•;1 .."7 :2.11111IPPMEMNS.-_aNiMMIEWIEffiffr.jiiMillt, .-._2 -- , , ,,,„,, ei;?: -,4 i :,... <Isti. 5. E z cr,___,--'r A rautieggiSMIril°22"21. immormsiiiiiiilk,' Irs„. , II' TES7 . 4 t SEAL i 1:.." . I ' ill aa liii 3/00 —...•'•-- CHECKED FOR COMPLIANCE o AIIIMIMMI a aiaa'ir..os... ,ia r, '.„ TO CITY STANDARDS ' 9111=RMMS..= 99273.00 ----- .•,..,,• .is .0. r,...21.1A,Vt E.,.1-3r d . _ nn 24.PVC• .• ' rd.%. BUSH, ROED& HITCHINGS, INC. OM MOUSERS d LAND SURVEYORS Dots_ Date— TC.55 a? .... 1 11 •/C PAVEMENT u:\99273 Vara dog • SE 1/4SEC. 29., T 24N, R 5E, W.M. ?T GRAP HIC rir SCALE hi .: • 8 z< % P' - ' ._i tlz;.! 0 _ _____ ,...._ : , 1 $1::::. ,' • , -I< ______..______... . . i -. •.-. -- .,. -- ., . ' F o I D cc u..i L.,_•,-,....=...zqfFt--'7'- - ' '"'..-z- '.1::;::..„ 0 0 __,,,.,,,,,_' Si , ---7.„:- ,,,'-‘• ' '..., 41%VICINITY MAP --- . S-s i=Z ley .s....... .-'-'---;-----. r'21Y1L.,. '." ' '' <Y .,__T I I 7-;--7,I•' 1' '*.'41.:-' TAX PARCEL NO: :-:-:---' ' I:1 i .'"•-' •I• -'7,---c-.• -L..-.'.,,z.:::---,L.',4-. - ,.- . c -. ,..,.....,v i ..i,J...d.uX.....2.411.- : '; '''';' . TAX PARCEL NO.: 331330-1141-02 i C.) ..--i., ......2 "A EtTa" -:.-'- 123M4. i u) . , . , , .. HORIZONTAL DATUM:BASED ON CITY OF RENTON(NAM)DO)DAWN. REFER TO OTY OF ..--.- 1 L ,1 „,..- - 10 1 -,t,„ PEN ON SHORT PLAT NO.011-V,RECORD NO. 1 '7C-d.LX• :', rriji.:.7.-4 :..."." C.-..') \'. ' ,a4,--:° :\\:: ;22. :, \ ' 8002169005. i 1 i.5KW • VERTICAL DATUM:BASED ON CITY OF RENTON (r4g;.-14'L._, 1 \\"11 3 i 1 :'11,/i \\ ,''' ';-•\'''''le, '''.‘„ '\ (NAND BB)DATUM. CITY BENCHMARK NO. Tit 14-, • i ,.. LOT 1 2-"-._ 1_"---;-_,_L::_,. .,-,,,--k-L--i-_ ••,-- :, :f I.........,07,..,'. '''''\\.,\/EiT,A,\ 1634:FOUND 3/9"BRONZE PLUG W111.1 A PUNCH MARK ON A CONC.POST MONUMENT DOM 0.5'IN A MONUMENT CASE AT THE 2 '...Z ;.7s ocEi,, , I 'ii ,.._-_. _„,.....„:-fr= ._. ;iiii ,,.. s,4„ ‘,..,:...,-;, \\,.,, . INTERSECTION OF N.E.43RD STREET de JCNES AVENUE N.E. ELEVATION w 37.44 ; I . ) 1- - 71.- !!;;! i 1 ........ 8,-, ' \ L '). .-.-. ''''''.-••-1 1 . , , L .',,, i. .21\ '• LESLALDEMEEllial ,_,[..1 .!. ; ' .-• / ----- ',' ; : /---...-•-• "''' •.-:, • :54.,, \\ DESCRIPTION: \- 7 '-‘• \ ' I -7 1...•-- __ -IOUS li! U.. as1 _5( 1.31.3-7x-••••m•‘.--- \.„. \ ,, , ., .., RtwiCTs.--01tD:INT.R7EC°N.OR.DBEIORMCED 2U1cSNDER9005°Rr7L',IN KINGT-NCOU'NW, TOTAL SQUARE FOOTAGE OF SITE: 111.-437'-iI• 11, I- - ' -.-1-.. ..:74,-:,,....,:-.1 i 110.P-", I.:•:"i...:,-- KZIL:' AREA:SITE AS SHOWN -IL,_. ,„ ______44,_ v,,,A.v?"`...m. litt54.:..Vor,,,,„10. ,,,....., CONTAINS 68.610 SQUARE FEET OR 1.5B ACRES,MORE OR LESS. L 1.1.1 I C----_T. -,------. --- - • .141251,, ,..e3 X114.K .ae w.p.m., 1 '' I 4* 1,, ., ___T_-_,4 1--.--1- --_--“-.'1E'i. ..i!:7 414',..;. '....°AF.•.-.4..1.. .....-11116 ., t 4 \ SO.FOOTAGE OF PROPOSED BUILDING: 9,221 50.FT. TOTAL,. id I (BUILDING HAS ONLY ONE FLOOR) 13.1X OF TOTAL SITE q illp., / 4-, . 0. ,• ,......,•.; ........ ......„../ ..ititini F.F.m 45.151 ,i', 1 : 'i,,,A, ,,i ,,,ins , , , .F.,,i ,# 1 ,„1. ,,, IMPERVIOUS/PERI/R-111S CAI CHI tOrug EXIST. SITE PROPOSED SITE z 1 -..,..: .ci.V1'‘C'-' . LOT 2 i r,, Ilona ( p'i,,..r.,,,, ,'R ;€ ,e : V ri ,, • _ .. PERVIOUS AREA 45,373 SI FT. 22,2137 50.FT. ‘0,01/ .'F), '! i'leal: 1.,I: _ r,, I t 1.,.,: ..1 IMPERVIOUS AREA 23,237 SO.Ft 01323 SO.FT. V i g! . . ?iggf-V:_%... I,.07' i'j 41 I; ''. ....1'' ii SI ''!!) . . ' .,- Adr..4'. --÷ I . ,'41'71,LVI /I ,1 LANDSCAPING: BUILDING SETBACKS: - '' ---4:14;:ill‘... l• •IM ., ,....-.......- ...1411.................,.....•-,,,,,,:,...47-- 1,111 )114, ,--' •.„‘ (KIND FrTMOTALIM"P;UDZENE:SIM.) 7.5VC--- i 11,0."-thVel KY. ' AST .J.4 ,'1 I . ,,.v. c.* „, .'*;,,,C.,•;:iil :),,,,,),V4-4',W,V71.4,-,.11:id,;;X:t _-.Z..it....:„.4.,.....z: • ,... ...„,,,.,,:• „• ;Thil.,:),....c1174.:..s.a.H.F•rp...„..) :REOU:u.IFFE.1)SErBsrm(E.A:,,,,CKsS.5,,,pRolpE.0'LATyNuDS:ZE N § ' 11 'L . ALLOWABLE HEIGHT: 50.0 IC LANDSCAPE BUFFER(E.PREP.UNE) PROPOSED HEIGHT: 21.0 11'LANDSCAPE BUFFER(S.PROP.UNE) tx..i,......‘ '''''' .„, itritp-AZ-:,.-',--4..WAR ;.---,;•',.,; ----li,...........____s...,44-......,-,_,..--.....,.....,It., - _ .,.ara,- „,., ,, li Hill '- :-::•••.:-II-I ,, :„z-_,„„.11:".:'2";•=":,‘ „,__;;;;:*,-,44---,;',„--4,,$.4f- ii-4.-:-...=•••,-_,,,,,, -_.krirs••,:EI7,3•17.11', -=-,_ ,..,....:.f".+,. ;- .,,...... • PARKING SPACES: ? -s-.- -‘...-^r.---• --- t-a____a.A2 r--1._4 ---,..-.. ....:------- -- A--- ---,a------_- ,--::-.,,,--- -MFDITEr.,..:4RE'ARII''::..--- NO.OF STALLS REQUIRED BY CODE: . ...1227.B. I4 1 Ei-SELF.:--..f.: i.„14,„...,_. ..:... _„..,... ,...p..7.*r_f_ -N.L..4.31:4.1 sL.,,,,.„.,...Mr...1:k2.Za ADA ACCESSIBLE STALLS 2 NE . COMPACT STALLS(INKY) 4 :W.... 1 .___._.___+ - --±-`4___-. STANDARD STALLS(20.a) 9 „. i s't) i KINOERCARE VAN SPACES(20./12-) ._,l_ST TOTAL.NO.STALLS PROPOSED: STSsTLsLISLS ' . COSTING PARKING SPACES IN ADJACENT LOT(WITHIN 100) 3'41 STALLS TOTAL PROPOSED SITE PLAN g SCALE: 1"=40' lifiLS I SEAL g • %two` CHECKED FOR COMPLIANCE TO CITY STANDARDS I ' 5- 1 99273.00 Date_ OA BUSH. ROED a HITCHING% INC. g ERRL ENDRE/RS&LAM)SUR(LE1-YORS.,4. i Dots_ Dote_ ; tmer.7030 Y:.,vvEAS 1 1- 00.0200 Bli=P1 4111''''' t_ausux.,3,-aa i Y. • U:V39273\Xgrd.dwg -- _ - �� \\ _ ! \ ,�� -' \\\ PLANTING LEGEND - DnwOLeLIANICYHASs,Sfie✓H m.. y&� A.`\ M 57� \\\\\ IlEa]I TLE..Bi./�' IRAX Ie•IR.e.e I �S rR,�.ERT.H. •, ;,,,;;�.;E•HT.e.e ----- �\ s ;j �� KinderCaree E J— ELAND.! y �� - 0� AI WAY W�, 0 CONTAINER/ s. MU LVAI� 1Y ISW NE1. .) .9 C H I T E C i 3 \ WwWrLe.b0.D OIiT/ N�i E ._. —.a ® a �e7.y.R EEIEw m 41121 OP MOW,MEMO.BARR : \ \ 1 ...':41r,i.go : _ f.,' --- - ' - at: _-s-t*it, \ - . . . -- o� , ti� tiT i I, a .: � � s .`pll o:4yG q J .I , 1. I) 4 4 /s '.ltOo* L•:j,f .,161 e Lei.. l: !. . Go6 u,,.,a i. �A:� —' u 114 ' ucrsiE -w r*r;7 AmuiE i____A :e., , •VVIL �Ii; :ot0 r— R gf. I .,L . 1" E�H al gib—$ •..�V Q ——— h'.� I.I lm 'O I:Gu f.. i-v n .ate n�waaA � .: e.<'• \Parma Wovo � °•.boo. i______ t _ i s_.-----.2--.—, °oho. wourKwcEe wales ` ssle KINDERCARE < CENTER#1658 E�HAH.w.r.. N.E. 43RD STREET .„;� GENERAL NOTES: LANDSCAPE PLAN L N�S �� ELAN /^ qea TICAI TOING.WE EDEEIW,. / \ S.FOR rtATGROID E416i4Nl MD O 10'20' 40' 80' euTsocwr.WE WEEP)aE-m. SCALE: I"=20'-0" NORTH" _ ,„_. ° A L-1 0 0 .) o 0 00 sum Kamm AKE%sr Roar RAH urgx4, mDm •.<:: • IWmmaGrAYfA Kllldel'CQZe° AID ::�:::�.: .���• ���:�w� :���:::.::.. ❑ ❑P moa, I = ❑-;_ I I.IR ma MC MULVANNY ADIm! 1 L 11 AW1A0� _ v. 111•�� R-0• OSOUTH ELEVATION ..RD ��KG� "` p..mama e,.d I SCALE:3/l6•-1'-0 �j 0 0 IS O 0 1RGMGImDiT 00 a I : 0 0 �. SO m•SAMS wrt I 1 1 W.m .?:< � rr ////''' :: y TIER-SEC SPECS SPECS _..w ?: .•:.:;.: ::y»: S SEE SPECS : • +I: .3 �=\ :t. A,: • / BOOT •E — RA�E- _ :: -• SI CH. ANT TO ]J - PIPE {k' �� -- °�••l�',• _ �t mart �/ r•� —YA7CN.03 Er-r Ra SAWAne ME III II Emimminlij $ AI Bloc ¢ ' �. IF ME 11 Ell 11 ../CPUI CRT ■�■ ■■�e_it� t �I'_ �■ ■■�' -'-,11 DC A-1.3 SPOUT§ :POS C RATTRW S �,•,_. II_II._ _.II it \ La n^waT $NNL BEW1�PVC ■ I- :===_ —Ill IN F I I OWtS I t 'I i 1 _ S ,.Da `' ` DOWNSPOUT DETAIL SCALE 3/16•-1•-D• O SCALE 3/16•-1'-D- O 0 0 0 „1�1 0 0 '' A,rL GR AR¢Mx T ACIR331 I v , • - 7;a IE)(TERIOR COLOR SCHEDULE • • _ 7 • •• • • • • • • • tk FIBERGLASS SNU¢ES OW'INS-COMING OAxRDGE n •:r�'' �::.�:..:.• ••• •.J.:... I�taAR -ESTAIE GRAY .I. .' '.'..: .:::••• •••.:.•.' • • ••,ice`r TWONa � .• • • ' .. . . RIDGE VFNT. PoDGE VFNT NG NIEGTRA1m •:. ma mart +�� . ;I'�" ::'�G'::•:..�• !iI{j ..: . �,L vmoaw aAaxa Mort _ ,_.Arf iYik ;.F.0 PWI�aA..•` WINDOW FAMES: VAf1E � ••••Imm •_ ii .. - - —, •C OOR WOOD EAIFAIOR TRIO STAIN:OLTYNC-PEw1En BRa E0 ■■ —_`■'■= _ _■ ■■ .. M■ amRR• DOORS.METAL WORK CFC ILII= m�a�,�ry YETAL YVDO SIaxQ SW/!oD-STUCCO CAME 1°WO¢ I ■■_I ■■= ■ _•■ , _■■ \ La__:_+ YORTAR: CORDOVA TAN ■ li_= I=_ —1- ill ■ ,,'",�'T BIECK: .R),G0S BRICK-RICNYGND RFD -- '— - ,....• /RCNT DOOR 3 SSUTTEAS SW p273-BLACK S DIE 0 EAST ELEVATION RETALDOSI , IIFATm IM DUPOOTE SUNG SW r2003-STUCCO GRDGE SCALE 3/16•-1'-C• •• 0 0 0 0 _ z., 0 IE6TNY.! .W.m MAECTIONNEIA _182N. Dralormas • I I :.I:::.n.:.F:r .. ♦ ::,.:..:. ..^.�.....:.:.j>.:...v..0 ..\ I usno Nn•Ir, rla wl� . : D«a� KINDERCARE c:;::r;..;.r.;.;.:..;..z:::..;.. ,.:':<• ::'n:', ; ; CENTER 1658 • I 1i.:i•--T--;I. I, : : ...... MRArIt•113 . , IBCCT" lRaA¢MWw ....ln...:;..y ..SY.,�. ..j.J.:„:iM:.�:-;J,...?7.t....::.:..4 :�.:n IASOA ...'..� : .. .: : : tl •• , !_l`lIrl! ll1.: I :_i._J�-.�.:. � ..:/� in Ma : . . Y... r ,. . rrA. ELEVATIONS Br« �• ��■. _ _���,■ice _,•.■ 1A RGN.mI4 -Q. r = 1== = ._ ONORTH ELEVATIO ASCU M° �0= �!— Qo40 5 SCUM YRAI DDaMAIM KUM SCAM 3/16•-1•-D- 99273-00 1 of 1 AREED NEIGHBORHOOD DETAIL NAP KINDERCARE LEARNING CENTER LATERSET.MAP Plotle0 11/26/99 0/144 1,1,.. VVASHINGTON ''' '.6 g ,... f- ‘, '''',; SH•F22'LA DS .., -0. --',;'.... LAKE .,, -...4,:-....- < '.. ''' '!: • i.'",E -... uMilli.... 0 cs. 31, I.1 f 1reet,;.. , 1 , o -5' . • Z-T?:C.." 0!.-7-c.,,,,,,,,,, .. • ,„ 0 -. - F'5)! -i ''' • '55:„.. ' ',--.,„ . -1-- „,,, ., ,_.„ Nik, 1 ,, C-- Fiq ! "5°`'-'5:5. I- I . , (.„ i - ' -'VAtt -- % 0 •, , •- -- s • „_:AL-2' • j " h '`" '°•°55.lb — 5 0 ° 1 \____,,, ....• ,-.,. 1/r4, .1i 5'';'%:1‘'--55 2 ' i :.c15-Ji ---,f-- - -. ..• '‘.. --- ,, i ...,---,-,kr >-.,. %;44\ , . • . .../,S•6,/ ,. •' / .. / . • 4 ri Cy:. up , -- • G, • i iL._.. f trf21- el e ' ,r. i .. •. • .. '.-Z,4.„..,,-..,„, "\ ''',:: :, ° •\ , % ....-2-z . 1NTERSTATE-------KYY5-- -.. •-• ---' 1,s:•'7.. • I'' '...:' '. 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I g i i 3 CI "--• , i JCNIS AVE. .DEA 11i I 'i DPI; 0 I. C) :g 5 MIMI—11..1. 11......- i 1 i g —„,„ „ a• _ al 8 ,, 1 1 i f f ' m 4 6 . I 404144. I i NEIGHBORHOOD DETAIL MAP I .OR,, „` - KINDERCARE LEARNING CENTER r".‘4,,,...... BUSH, ROED & HITCHINGS, INC. ,,, 8. - r,••••••• 'DAL ENGINEERS&LAND SURVEYORS ‘ u+ -g I .0.n.... ii,o, nin,4 s 1,p0Cj,.. 1°09')Er ga ..- 1 1717 N.E. 44th STREET ,!,x1DAJ 3231.--713S 11114/1.0 _, c4 -NY 6,. BRI-1 --- 7 E-Mni20.114C CON ° Q. . RENTON WASHINGTON 2 ..... .". 1 is /r!�1 , III" C. 10.ryf' 'SE -64th St:' y. . : .� SE 6 sE AtLyiiS • - SE 65th __ r _ • cry tn , -/ w ,. d� n _ _I , > '� �- % SE 6 � 1 { 0.? SE 68th - - --EE:' \ . SE 72nd St. \ ''Y*1*---— 8 ENE 50th St. CA / NE 48r St. SE 76th St. I 4 c% c°:5 % SE 76th P1. .-� C' C A al a • SE 77th Pl. 77th P� .v4 ,�-.SE 78t t (.-C ":41 3 .) 7-, _it , . SE 80th St. ���ll ! B NE. 43th_F1 hA - 12-1 (1 , • . 0 $® C4 • 32 T2 R5E E 1/2 , 0( ). 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NIMIRM in 4e11 r .1\ 1 TIIIIIErm `' I' :L' 'I l'' ,. 1. 7.7,1 -A, I, . -14,1.1*ilitiiir,...1 1..,.; ; '...‘ ,:c .,.. : .-7 ‘,.11,,,' .,'. 9 Lii,.1 .:' ': 1 4, I ' f? ' , 41- • . . \Mil„.14,1 —.. t ,,. •.....• 4.. ,,,:,..,ifr : i 1 ..,. 1/10: .41 ,: s, iv. . . „_,",t.e i .,,,. '6r R4E' 231 R4E —1 0 23 E •,�\] , ,,,, 440) : ' I'I COO ; !?511 8 .�'(w a OILli•: 82511 '` $to 1 t->, iii r 8.4 \-4 • - --.8. 7.1' ; i .,/ .'''''. ,A 1 yr ,,,, , i ., , 7 . 5''3 - 7 4.3N R4 ,.,1 T2 R5E ' '5E. ,�. ��3N R:i. 1 Id ? 3N i 5E 1 35 T23N 36 r •I; I 60; '3 •e 61 ii `. `1,;:.,:e. li 833 - 8 .:, I r �� � +, . iiii . 4.-= J r 122NR4E , _ 6T2•NI I,54� 1 22p�P-E. .4.,, V•E ,U T Rd ._. II 2T22NR5E - :::#`- r'f.i:'=,:' KROLL w'' RC Resource Conservation r----1 Convenience Commercial (P) Publicly Owned ,1 i ; .ti. R-1 Residential 1 du/ac I-I Center Neighborhood• •tifr,eaon City Limits , I I. •h' .r it. R-5 Residential 5 du/ac I CS I Center Suburban• i�';-%Adje/ent City Limits R-B Residential 8 du/ac I t I Center Downtown• •• •',,(Greyl Text) Prezones SECT/TOWN/RANGE O.:RMM Residential Manufactured Homes I COR I Center Office Residential 'VIA}Automall District A R-10 Residential 10 du/ac n Commercial Arterial I''.•;•:I Automall District 8 R-l4 Residential 14 du/ac I COI Commercial Office • For additional regulations in overlay districts not shown on this map, please see RMC 4-3. 3 RM-I Residential Multi-Family Infill I-7 Industrial - Heavy a W RH-N Residential Multi-Family Neighborhood Center ElIndustrial - Medium PAGE ca RM-C Residential Multi-Family Suburban Center El Industrial - Light Ca INDEX YResidential Multi-Family Urban Center* I� Public Use 0 0 ea S i t f ii ♦I � • NTo� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: January 10,2000 LAND USE NUMBER: LUA-99-182,ECF,SA-A APPLICATION NAME: KINDERCARE LEARNING CENTER PROJECT DESCRIPTION: The applicant,KinderCare Lea ning Centers,proposes to construct a 9,221 square foot,21 foot high structure in Northeast Renton. The site of the inderCare Learning Center is zoned Commercial Arterial(CA). A daycare center is permitted in the CA Zone. This prop sal will go before the City of Renton Environmental Review Committee for a State Environmental Policy Act(SEPA)Deter ination. An Administrative Site Plan Approval has also been requested by the applicant. PROJECT LOCATION: 1717 NE 44th Street PERMIT APPLICATION DATE: December 22,1999 NOTICE OF COMPLETE APPLICATION: January 10,2000 Permits/Review Requested: Environmental(SEPA)Review;Administrative Site Plan Approval Other Permits which may be required: Building and Construc ion Permits,Sign Permit,Building Permit for Retaining Walls(over tour feet in height),Routine Vegetation Management Permit Requested Studies: Geotechnical Engineering Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: Land Use Zone: Commercial Arterial(CA)Zon Comprehensive Plane Designation: Employment Area-Commerci I Environmental Documents that Evaluate the Proposed Project: Geotechnical Engineering Exp oration and Analysis,Technical Information Report (for surface water management) Development Regulations Used For Project Mitigation: State Environmental.Policy Ac (SEPA),City of Renton Municipal Code Proposed Mitigation Measures: None proposed • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION �� Comments on the above application must be submitted in writing t Ms. Elizabeth Higgins, AICP, Senior Planner, Development Services Division,Sixth Floor,Renton City Hall,1055 Sout Grady Way,Renton,WA 98055,by 5:00 PM.on January 24,2000. If you have questions about this proposal,or wish to .e made a Party of Record and receive additional notification by mail, contact Ms. Higgins. Anyone who submits written comments will automatically become a Party of Record and will be notified of any decision on this project. CONTACT PERSON: ELIZABETH HIGGINS,AICP (425)4 0-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING'FOR PROPER FILE IDENTIFICATION 1 .:1 V• �=O ...:d' ,. I 17. 13ef/ 9 t .m,•lq ' f w6 or ;" (.:‘) fi „ P. P 4..`7 ea V. i. 31: / "167 I V i:.: / • . v /r� f_..., / 6. N �irr}. •ii, n6i of .._ m •• ..,Se .UT. sT .I 4. ;_ , 71.E ./ �; �, ` 1:'41. I-... ,, ~r It:.:1••.z.± E . . ::-.:,..r,,..„-,-.T., ; •- • , -- - : r.,d' 6 ii .'<\ ., "•';.::-',,, ., $• '=--'-',-;,;1 ,,•"--; *r • •7%. g. :. ... .. .A i II 0 0 .• yS II �I'•e s r OO � ::T F. _ .+j� hI i • 9 . • ':I @, 11 u .I :+ � •� maws ` 111rv-v 0 lat ,,.J I alom.. rp I�1 ' change ° - • d . :tt,l 16s E,. 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'R71 _ GIs 4 t _..::: -nJ _ .'.........24.,.5..'I -'• ,, m.O S.i „17 .d^�' '72 LAKE.WWAS•I_, .N _ . . _ _4 ....-_� •• . -. 7• 4'I I.'..11• a 02 4 .� III I n .Z.�•:.. i t y PS el al. 7 •. • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION ,% „ p CITY OF RENTON �cLE y - :�- �t Planning/Building/Public Works immi �y P �, .• ; 1055 South Grady Way - Renton Washington'98055 w'; I r• ,1la0 cii.,.- ., �----- ADDRESS SERVICE REQUESTEDAC? lw ?_`-”` l U.S. POSTAGE - r�oai60 vN\r f S L C Thc 324it1-`1.5-6tevenh pve SE98007 ,�---� yam Bellevue WA.:L1Va ABLE ' i'e u!� lY i 1 lit t....t' may. __—_ --_— ,E TO FORWARD - 1 '5' Ihci ;mil-, RN 10 $hfdDLR PR`y_,,, './ J?�.,� �. s ""' z ti• Iliii,iiiilliifilli lair liii IllsiiiIiiiimmiiiiiiiiiiiiiiiiiiiiii,iiird >..: • • 0♦ A as • NOTICE OF APPLICATION AND PROPOSED DETER (NATION OF NON- SIGNIFICAN E (DNS) DATE: January 10,2000 LAND USE NUMBER: LUA-99-182,ECF,SA-A APPLICATION NAME: KINDERCARE LEARNING CENTER PROJECT DESCRIPTION: The applicant,KinderCa4 Learning Centers,proposes to construct a 9,221 square foot,21 foot high structure in Northeast Renton. The site or the KinderCare Learning Center is zoned Commercial Arterial(CA). A daycare center is permitted in the CA Zone. This iroposal will go before the City of Renton Environmental Review Committee for a State Environmental Policy Act(SEPA)Determination. An Administrative Site Plan Approval has also been requested by the applicant. PROJECT LOCATION: 1717 NE 44th Street PERMIT APPLICATION DATE: December 22,1999 NOTICE OF COMPLETE APPLICATION: January 10,2000 Permits/Review Requested: Environmental(SEPA)( Review;Administrative Site Plan Approval Other Permits which may be required: Building and Construction Permits,Sign Permit,Building Permit for Retaining Walls over four feet in height),Routine Vegetation Management Pe mit Requested Studies: Geotechnical En ineering Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: Land Use Zone: Commercial Arterial(CA)Zone Comprehensive;Plan Designation: Employment Area-Corn ercial Environmental Documents that Evaluate the Proposed Project: Geotechnical Engineerin Exploration and Analysis,Technical Information Report (for surface water management) Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code Proposed Mitigation Measures: None proposed yt NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION �� Comments on the above application must be submitted in writing to Ms. Elizabeth Higgins, AICP, Senior Planner, Development Services Division,Sixth Floor,Renton City Hall,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 24„2000. If you have questions about this proposal,or wish to be made a Party of Record and receive additional notification by mail, contact Ms. Higgins. Anyone who submits written comments will automatically become a Party of Record and will be notified of any decision on this project. • • CONTACT PERSON: ELIZABETH HIGGINS,AICP (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I • u. V ? • \ .�-- '' 34 :. ul. C b r.•: .: c)iv.y . i ?. *f• 2:•• 14 ••.:..,,,,,,T 4, i,•:#..: I V •�/7' c{ i I _ ': I. -in ewe •� 1G..Ace ',g ?7 6'. L. .�� 4.. �I !^ IAy:�t'� o'DPogeoI I :j_:(,b / ley :, _ in e'.--Q• p,W .9 US.. ...u2 I NEI • .n.' // .1 ee e� aiigg •vt j 'W Q •qua i O O r,; °]_i . _. - n4 14. •srr ?i`!1; F •© i 0°:I,e e� i[5. .;•qq,.,,�c K0 la kn�:-; - l• I 7 ; s \'Alf" a B•.1 i ' ` 1 I r cll°np lJJ Z F ? c• i \E s .. ....... ....1; .R NM lt- . �•�•� NC"�'•,]ID-.-SC••�•f ji, 'i-air•-���'•As-,•••SC•-eOTN•.-.SF. ^� w,a ,13 a10�• O•f904r •1 I - F9 2 I ,( 1 z • \ ,C. D/s.HI IID AN'S _ ,��• ,, — ••;I I F- .�' fT 7: ! 2 0 iji:e7F ;.` Fi t I T n' y .! K &� �/a • \ .. •"'r CA WAS I Nei-.N•.. i .. I I 0 , Ylelt ..-ii5 1.. H[3'41 f4.-" :im, 6A DE!ta O§, --- •1° d ^" e / mown • ,e .es _., -- ej ✓ .1r...- .yam —- - .w -• IT ,� r`.��8"/ _ mw ® . �_.�3�, A0 __ 4 vIS ON NA -w; , ILO • v ,,.• 4,*..YNtl,�riI,l l.i„�-.. n�..* T.L�AKE.'wAS�IN e- .»........ '-'::�•...� p 1 11'-'e'°4'1 i.:a"l,i'i 17 8 Dz > .n+ fil.n n ar .•' A �N Q J..Li 1... • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION F1,. :; p CITY OF RENTOl .. „4,,21 .r. %-- Planning/Building/Public Works __ ^ L �1. /1055 South Grady Way - Renton Washington 98055 W • f b0 0 t1 0 0 5 ��pp g f B METER ADDRESS SERVICE REQUESTED 7204260 U.S. POSTAGE . 4 (4 91.,.... . ., ________ --. ..../".___ EXIT NC 500 11, _ B- . a W• a 10 980. - NO ; . , E �•, r_ rtvr RI AS AIlDRES I.D i n �. l�" LE T,l - R`!1,110 -ACC 7►�sj fAi s ] j } } J ) 1 RETUitN TO SSiiUL� ���'.y �` S •.0'Z 11llii111111111111fI?itiliiiiliiilli?illwifillillillisii1111 Ut�y • ♦ A _ r NOTICE OF 1, PPLICATION AND PROPOSED DE ERMINATION OF NON- SIGNIFIC NCE (DNS) DATE: January 10,2000 LAND USE NUMBER: LUA-99-182,ECI,SA-A APPLICATION NAME: KINDERCARE L NING CENTER PROJECT DESCRIPTION: The applicant,Ki derCare Learning Centers,proposes to construct a 9,221 square foot,21 foot high structure in Northeast Renton. The site of the KinderCare Learning Center is zoned Commercial Arterial(CA). A daycare center is permitted in the CA Zonee. This proposal will go before the City of Renton Environmental Review Committee for a State Environmental Policy Act(SEPA)Determination. An Administrative Site Plan Approval has also been requested by the applicant. PROJECT LOCATION: 1717 NE 44th Street PERMITAPPLICATION DATE: December 22,1999 NOTICE OF COMPLETE APPLICATION: January 10,2000 Permits/Review Requested: Environ�ental(SEPA)Review;Administrative Site Plan Approval Other Permits which may be required: Building'and Construction Permits,Sign Permit,Building Permit for Retaininb Walls(over four feet in height),Routine Vegetation Manage' ent Permit Requested Studies: Geotec nical Engineering Report Location where application may be reviewed: Planning/Buildin /Public Works Division,Development Services Department, Sixth Floor,105 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: Land Use Zone: Commercial Art rial.(CA)Zone Comprehensive Plan Designation: Employment AT a-Commercial Environmental Documents that Evaluate the Proposed Project: Geotechnical E gineering Exploration and Analysis,Technical Information Report (for surface wa er management) Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code Proposed Mitigation Measures: None propose. 4 . NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION �,�•' 4, Comments on the above application must be submitted in writing to Ms. Elizabeth Higgins, AICP, Senior Planner, Development Services Division,Sixth Floor,Renton City Hall,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 24,2000. If you have questions about this proposal,or wish to be made a Party of Record and receive additional notification by mail, contact Ms. Higgins. Anyone who submits written comments will automatically become a Party of Record and will be notified of any decision on this i project. • • CONTACT PERSON: ELIZABETH HIGGINS,AICP (425)430-7382 PLEASE INCLUDE THE PROJECT NUMB•R WHEN CALLING FOR PROPER FILE IDENTIFICATION I ' v. -� a i•okr.Y= ee Il `� 0�if I4 •° I I S:/ /P9N';, '"La, .. 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I ' ,...- n..,. e I s @ '1—_ ......... _�..._.;.'. P'.._�.•I • _ t��+Imr `4 v��., "T:LIAK�E�V{AS HT, .N r _ _� .:.w...,._. 1 .r '7' 7'•>I+�.:.`'ll'i`l' • 8 oz ! .MDI till rt - rr "• y0" 1,I,: / . NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION F •�' . / t,- Kaki/ . E a p CITY OF RENTON 1 P.` I - tee, ,y PM' . .', ,P' .• -- Planning/Building/Public Works a • ..i N a.. FC r ir p a - B2 IAN i '',dam; . - ._ . 1055 South GradyWayRenton Washington 98055II8J CO dAf 1 10 01 RESS SERVICE REQUESTED SMETER T204260 S. POSTA L"sE i. % %1610 • - 30*, 6., CEDAR RIM APTS D_ t 123 NOT DEU(VERABLE -- n ,3 ..__ 6 -. i AS ADDRESSED N to ;- JUN4FiLF t0 FOR?ARD c c.a' NV ,zr,,,w: c, • „ .. — - �- -) ! idi:1 11 1tlh inf i j l!ftifl!d}it!l i ilifttl i ld ,�RETURF TO SEN1R r' .6:3X ` _._ _ �-:::7 311: :.a; - . i 9,, r 1 , (7• 0 • ., ., ---. 17 / ��,,2. 20 S=Q F— /e-/ - O/C) . 10 f 5r /2 a7 et77-A-7/7a-c-74- . / / I/,1, /0 (6-1-iti / 7.,Z ).J L 1/7 ,/o fC Cu 7, - �- :,!;t/ (�x�sf j 5 -f-/ riot 113-/L ekes •per i, P 6,4,6,2 C ci _ P6 �a ss l et-bl - _ __ . _ , 1 • I 047:11•Ai a 0 4f Vill 7* '3' ' i36 fais.: • -i. .ti -7 ti i°111# .. 1100 'tt.• '. " . .11-2!' ''. / Ti . Ala I .‘1 •-•W PA ig' 1 k, S': •-•-- -; 11114it'. !..-. --,01, , . •..... \_ , OS , II lisligiti ' R 44-1' N• - :-6•414., '•:. 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SITE PL 1 NI- -: ®09IS easel v' S 19- /07- ssaippy ®A213AV 1 Clarissa Fawcett CEDAR RIM APTS ; ; Michael J Deitch 4008 Meadow Ave N 14205 SE 36th St 123 I 4126 187th Ave SE Renton WA 98056 Bellevue A 98006 L Issaquah WA 98027 1 I EXIT 7 INC MCDONALDS REAL ESTATE C Exit Seven L L C The 1500 114th Ave SE Ste 10 PO 66207 f Ohare I 3241 156th Ave SE Bellevue WA 98004 Chicago IL 60666 ; Bellevue WA 98007 Frank Coad Imogene C Hess Hal Brandt 4348 Lincoln Ave NE 12727 SE 63rd St 12727 SE 63rd St Renton WA 98055 Bellevue WA 98006 Bellevue WA ' 98006 HEATH PROPERTIES LTD PTS 1617 Boylston 'Ave Seattle WA 98122 i I , I ; ' f i � I , ®09i5 aoj amdwa1 esn Hi spays paai wows c_vrr 7 — /$ L- ? J •• _._ CITY ( r RENTON °- 4d am& Planning/Building/Public Works Department fj CA— Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 22, 2001 Fê0 Mr. Randy Griffith AP Construction 825 NE Multnomah, Suite 1250 Portland OR 97232 Re: KinderCare Learning Center, LUA99-182 SI'k Request to Revise Landscape Plan Dear Mr. Griffith This letter is regarding the request by AP Construction, on behalf of KinderCare Learning Centers, to revise the landscape plan at the future KinderCare Learning Center site located at NE 44th Street in Renton, Washington. To review the situation, a site plan was submitted, reviewed, and presented at a public hearing. The plan indicated that two retaining walls would be constructed along the west side of NE 44th Street. Landscaping was required in a ten foot setback area from NE 44th Street as a Renton Municipal Code setback requirement for the project. Landscaping was also required as a site plan requirement (all areas not paved or covered with building must be landscaped). The plan was approved in a decision by the Hearing Examiner on February 22, 2000. On June 9, 2000, Mr. Brent Cummings, PE, of Bush, Roed & Hitchings, Inc, submitted a request to change the two poured-in-place retaining walls with a single "CornerStone" block retaining wall approximately 8 feet in height. A revised landscape plan, (Sheet L-1) was submitted with this request. The only change indicated on the revised landscape plan was the removal of one of the walls. Although a building permit was issued on May 9, 2001, for construction of a retaining wall, there is no documentation in the project file indicating that the change from two poured-in-place concrete walls to a single CornerStone block wall was approved by this department. 73 , 5 1901,-2001 1055 South Grady Way-Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer 'I r.. Mr. Randy Griffith Portland OR 97232 June 22, 2001 Page 21 of 2 • Regardless, the change request included a "revised landscape plan" that would have been considered if the change hat been approved. The appropriate time to request a change in the landscaping prpposed would have been at the same time the change was requested regarding the wall. Concerns by the engineer regarding landscaping associated with the construction of the wall would have been raised at that time. - . . Your options, therefore, are as follows: 1. Install the landscaping as shown on.:the,landscape plan, Sheet L-1. 2. Relocate the wall so that the required 10 foot,setback area can be landscaped as per the:Renton:Municipal.Code. 3. Replace the revised wall in situ with the original, approved, two poured-in- place concrete walls. If you have questions, please do nottesitate_to contact me at 425-430-7382. . Sincerely 1il/ Elizabeth Higgins, AICP Senior Planner Cc: ,Philip DePasquale / KinderCare Learning Centers Brad Croy./AP Construction 1Brent Cummings / Bush Roed aid Hitchings, Inc. L-vft 77 - /oG., • • ( '`1 DEVELOPMENT p�NMNG JOHANNESSEN Si ASSOCIATES, P.S. CITY OFRE�ON ENVIRONMENTAL, LAND USE & REGULATORY LAW AUG 1 12000 RECEIVED August 9, 2000 • Washington Department of Ecology 4tIN Toxics Cleanup Program ' -;1%, c/o The Site Register �` v P. O. Box 47600 N Olympia, Washington 98504-7600 0 Re: Notice of Planned Voluntary Cleanup Action Gemini Construction Site (Parcel 3 located at intersection of 110th Avenue S.E. and N.E. 43rd Street in Renton, King County, WA) Dear Sir or Madam: On behalf of the current property owner, Exit 7, Inc., enclosed please find copies of the notice letters which were sent to persons who are potentially liable for the contamination discovered at the Gemini Construction Site referenced above. These notice letters, copies of which were also sent to City of Renton (Development Services) and King County Health Department, were issued pursuant to the Department of Ecology's Substantial Equivalence for Tax Exemptions Guidance document (R-TC-98-600) and WAC 173-340-550(5). If you have any questions, please do not hesitate to contact me. Ve ly yours, Kim Maree Johannessen KMJ:dmn Enclosures cc: City of Renton Development Services King County Health Department Exit 7, Inc. 54,, Mcr'i(Iian Ave_,. N., Suitt` C - WA yNit<>;-683£3 Phunc-: Fax: (2(1.6) 612-z54,o E- mail : onvira> I aw,-, juhana s s(>c s. cc>m JOHANNESSEN & ASSOCIATES, P.S. ENVIRONMENTAL, LAND. USE & REGULATORY LAW • ugust 9, 2000 Via Certified Mail.Return Receipt Requested and By Regular Mail Barry E. Wolf, Registered Agent Gemini Construction of Washington, Inc. 2615 Fourth Avenue, Suite 700 Seattle, Washington 98121-1209 Re: Notice of Planned Voluntary leanup Action Site: Gemini Cons. ction Site (Parcel 3 located at intersection of 110th Avenue S.E. an. N.E. 43rd Street in Renton, King County,WA Owner: Exit 7, Inc. Past Owners: Eilif&Tina K hnle, Richard & Gretchen Scheumann, Jean Foster Radford as Tru tee for C. Fenton Radford Trust, and Richard& Judie Hansen, so known as Kennydale 405 Joint Venture (7/30/75 —5/1/ 9); Gemini Construction of Washington, Inc. (5/1/79— 1/14/ 7) Dear Mr. Wolf: This office represents Exit 7, Inc. ("E it 7"), a Washington corporation and the current owner of the above-referenced property("the subject property"). This letter is to provide you with notie sufficient to satisfy the public not ce requirements as set forth in the Depaitunent of Ecology's Substantial Equivalence for Tax E emptions Guidance document (R-TC-98-600) and WAC 173-340-550(5). Copies of this notice i etter are also being sent to the Toxics Cleanup Program of the Department of Ecology,the city of Renton(Development Services), and the King County Health Department. This letter also constitutes a formal demand for reimbursement of all past and future investigation and remediation costs incurred ey Exit 7 in responding to contamination of the subject property as a result of filling activitie that occurred during your ownership. Filling activities during your ownership may have al o impacted adjoining property owned by Exit 7 (known as the Exit Seven Center). This demand extends to any future costs incurred to investigate the nature and extent of, and if ne essary to remediate, such impacts. Similar demand letters hate been sent to the individuals com.rising the Kennydale 405 Joint Venture, which owned the property prior to Gemini Construc ion of Washington, Inc. ("Gemini"), and to The Austin C mpany. 5413 Meridian Ave,. N., uite C-Seattle, WA 98rce3-6138 Phone: (2(16) 632-241oo Fax: (zo6) 632-z5oo E-mail : envi roI w,i,johanassocs. cOm • Barry E. Wolf, Registered Agent Gemini Construction of Washington,Inc. August 9, 2000 Page2of3 I. Site Background The subject property and immediately djoining property owned by Exit 7 are bounded by I-405,N.E. 44th Street, 110th Avenue S.E. and N.E. 43rd Street. Exit 7 purchased the subject property from Gemini on or about Jan ary 14, 1987. Gemini acquired the property from the above-listed individuals comprising the K nnydale 405 Joint Venture on or about May 1, 1979. Those individuals took ownership of th property on or about July 30, 1975. At the time Exit 7 acquired the subject property, it was vacant and remained vacant until the current lessee of the property began site redevelopment activities in May and June 2000. During site excavations in preparation for con traction of a child care facility, extensive construction debris and contaminated fill mat rial were encountered, causing Exit 7 to incur costs to investigate the nature and extent of i pacts to the property. Site redevelopment activities were suspended pending further inv stigation and cleanup. Aerial photographs recently obtained y Exit 7's consultants indicate that extensive grading and filling activities occurred at the p operty during mid-1979, including the filling of a pond on the property. In addition, a geotechn cal report, entitled Subsurface Exploration and Geotechnical Engineering Report and prepar din September 1985 for Sunshine Pizza Exchange Restaurants of Oregon, indicates that the property was filled in the past. The most recent fill placement according to the report, was done y The Austin Company during Gemini's ownership No filling has occurred during E it 7's ownership. II. Soil Sampling Results Nine test pits were excavated on July , 2000 and eleven test pits on July 26,.2000. Based on the results of soil sampling at the property, the soils used to fill the site were contaminated with total petroleum hydrocarbons ("TPH") and polycyclic aromatic hydrocarbons ("PAHs") and will require excavation. There ore, it appears that disposal and release of hazardous substances occurred during your o ership,making you strictly liable as an owner at the time orf disposal or release under the Was ington Model Toxics Control Act, RCW 70.105D ("MTCA"). Exit 7 intends to commence cleanup .ctivities no earlier than fifteen(15) days from the date of this letter. It anticipates having to ex.avate and dispose of approximately 1,800 cubic yards (or2,400 tons) of petroleum-contamin. ed soil. This assumes an aerial extent of impacted fill of approximately 8,000 square feet and . assumed thickness of 6 feet. Given the nature of the constituents in the soil, in-situ treatment If the soils is not an option. It is anticipated that the soils will be excavated and hauled to TPS Te,hnologies in Tacoma for thermal desorption. _-I Barry E. W Lolf, Registered Agent Gemini Construction of Washington, Inc. August 9, 2000 Page 3 of 3 III. Cleanup Costs Through July 31, 2000, Exit 7 has incurred approximately$25,000 in remedial action costs, inclkding attorneys' fees. It is currently obtaining proposals to better estimate the costs of remediation, but expects those costs to be in t e range of$50-65 per ton. This letter constitutes a formal demand for reimbursement of these co ts, for which you are liable under MTCA. If you have any questions regarding t s matter,please contact me at(206) 632-2000. ery ly yours, 'm Maree Johannessen KMJ:dmnl cc: Exit 7, Inca Department of Ecology, Toxics Cleanup Program City of Renton Development Services King County Health Department jk JOHANNESSEN Sc ASSOCIATES, P-S- ENVIRONMENTAL, LAN USE & REGULATORY LAW August 9, 2000 Via Certified Mail. Return Receipt Requested and By Regular Mail Mr. &Mrs. Eilif Kuhnle 8610 N.E. 121 st Place Bellevue, Washington 98004 Re Notice of Planned Voluntary Cleanup Action Site: Gemini Construction Site (Parcel 3 located at intersection of 110th Avenue S.E. and N.E. 43rd Street in Renton, King County, WA Owner: Exit 7, Inc. Past Owners: Eilif&Tina Kulmle,Richard & Gretchen Scheumann, Jean Foster Radford as Trustee for C. Fenton Radford Trust, and Richard& Judie Hansen, also known as Kennydale 405 Joint Venture (7/30/75 —5/1/7p); Gemini Construction of Washington, Inc. (5/1/79— 1/14/87) Dear Mr. and Mrs. Kuhnle: This office represents Exit 7, Inc. ("Exit 7"), a Washington corporation and the current owner of the above-referenced property("sub ect property"). This letter is to provide you with notice sufficient to satisfy the public notice re uirements as set forth in the Depaituient of Ecology's Substantial Equivalence for Tax E emptions Guidance document(R-TC-98-600) and WAC 173-340-550(5). Copies of this notice etter are also being sent to the Toxics Cleanup Program of the Depat tinent of Ecology, the C ty of Renton(Development Services), and the King County Health Department. We would sk that you forward copies of this notice to Jean Foster Radford and to Mr. &Mrs. Richard L. ansen, as we do not have their current addresses. This letter also constitutes a formal demand for reimbursement of all past and future investigation and remediation costs incurred by Exit 7 in responding to contamination of the property as a result of filling activities that oc urred during your ownership. Filling activities during your ownership may have also impact d adjoining property owned by Exit 7 (known as the Exit Seven Center). This demand extends to any future costs incurred to investigate the nature and extent of, and if necessary to reme fate, such impacts. Similar demand letters have been sent to Gemini Construction of Washington, Inc. ("Gemini"),which owned the property from May;1979 through January 1987; The Austin Company, and Mr. &Mrs. Richard Scheumann. . c 8 5413 Meridian Ave.. N., Suite C- Seattlt WA 810 -6r, ) 3 3 Phone: (266) 63z-21 Fax: (zo6) 63z-250.00 E-mail : crivi rol r w,a j oha rrassocs. com Mr. &Mrs. Eilif Kuhnle August 9, 2000 Page2of3 I. Site Background The subject property and immediately .dj oining property owned by Exit 7 are bounded by I-405,N.E. 44th Street, 110th Avenue S.E. and N.E. 43rd Street. Exit 7 purchased the subject property from Gemini on or about Jan ary 14, 1987. Gemini acquired the property from you and the other above-listed individuals co prising the Kennydale 405 Joint Venture on or about May 1, 1979. You took ownership of t e property on or about July 30, 1975. At the time Exit 7 acquired the subject property, it was vacant and remained vacant until the current�lessee of the property began site re evelopment activities in May and June 2000. During site excavations in preparation for con truction of a child care facility, extensive construction debris and contaminated fill material were encountered, causing Exit 7 to incur costs to investigate the nature and extent of i pacts to the property. Site redevelopment activities Were suspended pending further inv stigation and cleanup of the property. Aerial photographs recently obtained y Exit 7's consultants indicate that extensive grading and filling activities occurred at the p operty during mid-1979, including the filling of a pond on the property. In addition, a geotechnical report, entitled Subsurface Exploration and Geotechnical Engineering Report and prepared in September 1985 for Sunshine Pizza Exchange Restaurants of Oregon, indicates that the prop-rty was filled in the past. The most recent fill placement, according to the report,was done oy The Austin Company during Gemini's ownership. No filling has occurred during Ex t 7's ownership. II. Sol Sampling Results Nine test pits were excavated on July , 2000 and eleven test pits on July 26, 2000. Based on the results of soil sampling at the property,the soils used to fill the site were contaminated with total petroleum hydrocarbons ("TPH") and polycyclic aromatic hydrocarbons ("PAHs") and will require excavation. There ore, it appears that disposal and release of hazardous substances occurred during your o ership,making you strictly liable as an owner at the time of disposal or release under the Was 'ngton Model Toxics Control Act, RCW 70.105D ("MTCA"). Exit 7 intends to commence cleanup a tivities no earlier than fifteen(15) days from the date of this letter. It anticipates having to exc1 vate and dispose of approximately 1,800 cubic yards (or 2,400 tons) of petroleum-contamina ed soil. This assumes an aerial extent of impacted fill of approximately 8,000 square feet and . assumed thickness of 6 feet. Given the nature of the constituents in the soil, in-situ treatment of the soils is not an option. It is anticipated that the soils will be excavated and hauled to TPS Te hnologies in Tacoma for thermal desorption. III. Cleanup Costs Through July 31, 2000, Exit 7 has inc ed approximately$25,000 in remedial action costs, including attorneys' fees. It is currentl obtaining proposals to better estimate the costs of Mr. &Mrs. Eilif Kuhnle August 9, 2000 Page 3 of remediation,but expects those costs to be in the range of$50-65 per ton. This letter constitutes a formal demand for reimbursement of these co ts, for which you are liable under MTCA. If you have,any questions regarding th's matter,please contact me at(206) 632-2000. ery ly yours, . 'm Maree Johannessen KMJ:dmn cc: Exit 7, Inc. Department of Ecology,Toxics Clean p Program City of Renton Development Services King County Health Depai tiuent J JOHANNESSEN ASSO iCIATES, P.S. ENVIRONMENTAL, LAN USE Si. REGULATORY LAW A gust 9, 2000 Via Certified Mail, Return Receipt Requested and By Regular Mail Mr. &Mrs. Richard Scheumann 1290 N.W. Elford Drive Seattle, Washington 98177 Re: Notice of Planned Voluntary leanup Action Site: Gemini Constru tion Site(Parcel 3 located at intersection of 110th Avenue S.E. an. N.E. 43rd Street in Renton,King County, WA Owner: Exit 7,Inc. - Past Owners: Eilif&Tina K le, Richard& Gretchen Scheumann, Jean Foster Radford as Trus lee for C. Fenton Radford Trust, and Richard& - Judie Hansen, al.o known as Kennydale 405 Joint Venture . (7/30/75 —5/1/7t); Gemini Construction of Washington, Inc. (5/1/79— 1/14/8 ) Dear Mr. and Mrs. Scheumann: This office represents Exit 7, Inc. ("Ex t 7"), a Washington corporation and the current . owner,of the above-referenced property ("subject property"). This letter is to provide you with notice sufficient to satisfy the public notice re uirements as set forth in the Department of Ecology's Substantial Equivalence for Tax Ex mptions Guidance document (R-TC-98-600) and WAC 173-340-550(5). Copies of this notice 1 tier are also being sent to the Toxics Cleanup Program of the Department of Ecology, the C. of Renton(Development Services), and the King Cour_ty Health Department. We would sk that you forward copies of this notice to Jean Foster Radford and to Mr. &Mrs. Richard L. ansen, as we do not have their current addresses. This letter also constitutes a formal de and for reimbursement of all past and future investigation and remediation costs incurred b Exit 7 in responding to contamination of the property as a result of filling activities that oc urred during your ownership. Filling activities during your ownership may have also impact:d adjoining property owned by Exit 7 (known as the Exit Sven Center). This demand extends to any future costs incurred to investigate the nature and extent of, and if necessary to remeii iate, such impacts. Similar demand letters have been sent to Gemini Construction of Washing on, Inc. ("Gemini"),which owned the property from May 1979 through January 1987, The A stin Company, and Mr. &Mrs. Eilif Kuhnle. 5413 Meridian Ave. Ni., S ite C- Seattle, WA 98ue3-6,38 Phone: (zo6) 632.-2. oo Fax: (zo6) 632-25c e , E-rnai l : ernvi rola W,a j oha nassocs. com Mr. & Mrs. Richard Scheumann August 9, 2000 Page 2 of 3 I. Site Background The subject property and immediately =djoining property owned by Exit 7 are bounded by I-405,N.E. 44th Street, 110th Avenue S.E. and N.E. 43rd Street. Exit 7 purchased the subject property from Gemini on or about Jan ary 14, 1987. Gemini acquired the property from you and the other above-listed individuals co prising the Kennydale 405 Joint Venture on or about May 1, 1979. You took ownership of t e property on or about July 30, 1975. At the time Exit 7 acquired the subject property, it was vacant and remained vacant until the current�lessee of the property began site re evelopment activities in May and June 2000. During site excavations in preparation for con truction of a child care facility, extensive construction debris and contaminated fill mat rial were encountered, causing Exit 7 to incur costs to investigate the nature and extent of i pacts to the property. Site redevelopment activities were suspended pending further inv stigation and cleanup of the property. Aerial photographs recently obtained y Exit 7's consultants indicate that extensive grading and filling activities occurred at the p,operty during mid-1979, including the filling of a pond on the property. In addition, a geotechn�cal report, entitled Subsurface Exploration and Geotechnical Engineering Report and prepar-d in September 1985 for Sunshine Pizza Exchange Restaurants of Oregon, indicates that the prop-rty was filled in the past. The most recent fill placement, according to the report,was done oy The Austin Company during Gemini's ownership. No filling has occurred during E ;t 7's ownership. II. Soil Sampling Results Nine test pits were excavated on July 2000 and eleven test pits on July 26, 2000. Based on the results of soil sampling at the property, the soils used to fill the site were contaminated with total petroleum hydrocarbons ("TPH") and polycyclic aromatic hydrocarbons ("PAHs") and will require excavation. There ore, it appears that disposal and release of hazardous substances occurred during your o ership,making you strictly liable as an owner at the time of disposal or release under the Washington Model Toxics Control Act,RCW 70.105D ("MTCA"). Exit 7 intends to commence cleanup activities no earlier than fifteen(15) days from the date of this letter. It anticipates having to excavate and dispose of approximately 1,800 cubic yards (or 2,400 tons) of petroleum-contaminated soil. This assumes an aerial extent of impacted fill of approximately 8,000 square feet and . assumed thickness of 6 feet. Given the nature of the constituents in the soil, in-situ treatment •f the soils is not an option. It is anticipated that the soils will be excavated and hauled to TPS Te hnologies in Tacoma for thermal desorption. III. C eanup Costs Through July 31, 2000, Exit 7 has inc rred approximately $25,000 in remedial action costs, including attorneys' fees. It is currentl obtaining proposals to better estimate the costs of Mr. &Mrs. Richard Scheumann August 9, 2000 Page3of3 remediation, but expects those costs to be in t e range of$50-65 per ton. This letter constitutes a formal demand for reimbursement of these co.ts, for which you are liable under MTCA. If ou have any questions regarding th s matter,please contact me at(206) 632-2000. Very ly yours, E im Maree Johannessen KMJ:dmn cc: Exfit 7, Inc. • Department of Ecology, Toxics Cleanup Program Ciby of Renton Development Services King County Health Department ., . __ _ 3-4 • JOHANNESSEN ASSOCIATES, P.S- ENVIRONMENTAL. LAN USE Sc REGULATORY LAW ugust 9, 2000 Via Certified Mail. Return Receipt Requested and By Regular Mail The Austin Company do CT Corporation System, Registered Agen 520 Pike Street Seattle, Washington 98101 Re Notice of Planned Voluntary leanup Action Site: Gemini Constru tion Site(Parcel 3 located at intersection of 110th Avenue S.E. an N.E. 43rd Street in Renton,King County, WA Owner: Exit 7, Inc. Past Owners: Eilif& Tina K le,Richard & Gretchen Scheumann, Jean Foster Radford as Trusltee for C. Fenton Radford Trust, and Richard& Judie Hansen, a so known as Kennydale 405 Joint Venture (7/30/75 —5/1/ I9); Gemini Construction of Washington, Inc. (5/1/79— 1/14/87) Dear Sir or Madam: • This office represents Exit 7, Inc. ("E it 7"), a Washington corporation and the current owner of the above-referenced property("sub ect property"). This letter is to provide you with notice suf�icient to satisfy the public notice re uirements as set forth in the Depaitiuent of Ecology's Substantial Equivalence for Tax E emptions Guidance document(R-TC-98-600) and WAC 173-340-550(5). Copies of this notice etter are also being sent to the Toxics Cleanup Program olf the Department of Ecology, the C ty of Renton(Development Services), and the King County Health Depaitiiient. This letter also constitutes a formal de and for reimbursement of all past and future investigation and remediation costs incurred y Exit 7 in responding to contamination of the . property as a result of filling activities condu ted by your company. Filling activities by your company may have also impacted adjoining property owned by Exit 7 (known as Exit Seven Center). This demand.extends to any future osts incurred to investigate the nature and extent of, and if necessary to remediate, such impacts. imilar demand letters have been sent to the individuals comprising the Kennydale 405 Jo t Venture, which owned the property from July 1975 through May 1979, and to Gemini Cons ruction of Washington, Inc. ("Gemini"),which owned the property from May 1979 to Janu 1987. 5413 Meridian Ave N.. Suite C-Seattle, WA 98103-6I38 Phone: Czo6) 632.-zl , Fax: (z06) 63z-z5oo E-mail : envi rol awaj oha rrassc,cs. com The Austin Company August 9, 2000 Page2of3 I. Sit Background The subject property and immediately,:djoining property owned by Exit 7 are bounded by I-405,N.E. 44th Street, 110th Avenue S.E. and N.E. 43rd Street. Exit 7 purchased the subject property from Gemini on or about Jan ary 14, 1987. Gemini acquired the property from the above-fisted individuals comprising the Kennydale 405 Joint Venture on or about May 1, 1979. Those individuals took ownership of the property on or about July 30, 1975. At the time Exit 7 acquired the subject property, it was vacant and remained vacant until the current lessee of the property began site re evelopment activities in May and June 2000. During site excavations in preparation for con truction of a child care facility, extensive construction debris and contaminated fill mat rial were encountered, causing Exit 7 to incur costs to ini estigate the nature and extent of i pacts to the property. Site redevelopment activities were suspended pending further inv stigation and cleanup. Aerial photographs recently obtained y Exit 7's consultants indicate that extensive grading and filling activities occurred at the p operty during mid-1979, including the filling of a pond on the property. In addition, a geotec cal report, entitled Subsurface Exploration and Geotechnii al Engineering Report and prepay d in September 1985 for Sunshine Pizza Exchange Restaurants of Oregon, indicates that the prop)rty was filled in the past. The most recent fill placement according to the report,was done py The Austin Company during Gemini's ownerships No filling has occurred during E 't 7's ownership. / II. Soil Sampling Results Nine test pits were excavated on July ', 2000 and eleven test pits on July 26, 2000. Based on the results of soil sampling at the property, the soils used to fill the site were contaminated with total petroleum hydrocarbons ("TPH") and polycyclic aromatic hydrocarbson ("PAHs") and will require excavation. There ore, it appears that your company arranged for the disposal and/or release of hazardous substanc-s at the property, making you strictly liable as an "arranger"under the Washington Model Tox'cs Control Act,RCW 70.105D ("MTCA"). E lit 7 intends to commence cleanup a tivities no earlier than fifteen(15) days from the date of this letter. It anticipates having to ex avate and dispose of approximately 1,800 cubic yards (or 2,400 tons) of petroleum-contamin ed soil. This assumes an aerial extent of impacted fill of approximately 8,000 square feet and . assumed thickness of 6 feet. Given the nature of the constituents in the soil, in-situ treatment •f the soils is not an option. It is anticipated that the soils will be excavated and hauled to TPS Te hnologies in Tacoma for thermal desorption. III. Cleanup Costs Through July 31, 2000,Exit 7 has inc rred approximately $25,000 in remedial action costs, including attorneys' fees. It is currentl, obtaining proposals to better estimate the costs of The Austin Company August 9, 2000 Page 3 of 3 remediation,but expects those costs to be in t e range of$50-65 per ton. This letter constitutes a formal demand for reimbursement of these co ts, for which you are liable under MTCA. If you have any questions regarding th s matter,please contact me at (206) 632-2000. ery ly yours, 1 // 'm Maree Johannessen KMJ:dmn cc: Exit 7, Inc. Department of Ecology, Toxics Clean p Program City of Renton Development Services King County Health Department FROM BALLARD SPAHR ANDREti1'S&INGERSfl L TUE) 5. 9' 00 14:49/ST:_.14:49/N0, 4200000351 P 1 LAW (OFFICES ' BALLARD SPAHR ANDREWS & INGERSOL , LLP PHILADELPHIA, PA I72S 17" STREET, SUrrE 2300 HALTIMORE, MO DENVER, COLORADO 80202.5596 C:AMUCN, N.) sn -?A2.94nn SALT LAKE CITY, UT FAX: 3O3.298.3956 VOORHEES, NJ LAwTERC(7a BALLARDBPAHR.COM WASHINGTON, DC FttOn1: Wade A. Houser ).- ' DATE: May 9, 2000 PHONE: (303) 299-7327 MATTER: 877417 PLEASE DELIVER AS So.N AS POSSIBLE TO: RECIPIENT COMPANY FAX NO. PRONE NO. 1. Ms. Elizabeth Higgins City of Renton (425)430-7300 Total number of pages in luding this page: 3. If you do not receive all the page ,please call 303 292 2400. RE: Renton, Washington - KinderCare - Site 1658 Please Note: The information contained in this facsimile message is privileged and confidential and is intended only for the use of the individual or entity named above and others who have been specifically authorized to receive it. If you arc not the intended recipient, you arc hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you havk received the communication in error,or if any problems occur with transmission,please notify us immediately by telephone. Thank you. FROM BAILLARD MI-AR ANDAEVt'S&I,NGEPcn1,L TUE) 5. 9'00. 14:.50/r 14:49/NO,.420000035.1, P 2 o:542516- LO,` tilON it z sis.ocr . L_30214' CITY OF 7. F * �•, '� �� ?' i 8Y PLAT 01 SN0 c SIM q� \is rs7 w H . 0 YY PEG. NO. `� Go 9� K,SQ Hao 16 5. z 9 r:� 34,7Si2 SG.FT. aidoSb -- N9INVOITT1 147410' mom.-I b t - ?LE. 43RD ST. _ n IF:---Aii,(46,,k A -b s R � H 0 .. BUSH,ROD &HRCH{NGS,INC. 27 4 !� z, CM ENGINEERS&LAND SURVEYORS m . . a 2009 MINOR AVE E. (208)323-a144 E SEATrLE,WA 981O2-3518 .•'�8ots rB�;Q� BM JO8 NO.90273.10 3-20-00 4 '•• O�y S- 9•va m. Iry VCIIRES Aft COO zeta LEASE P ; C - K TCH PREPARED FOR: K1NDERCARE FROM BALILARD SPAHR ANDREWS&INGERSOLL (TUE) 5. 9'00 14:50/ST. 14:49/NO. 4200000351 P 3 EXHIBIT B SOUTHERN PORTION OF LOT 3 DESCRIPTION THAT PORTION OF LOT 3 OF CITY OF RENTON SHORT PLAT NO. 011-87, RECORDED UNDER KING COUNTY RECORDING NO.8802169005,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3,ALSO BEING A POINT ON THE NORTH MARGIN OF NORTHEAST 43RD STREET; THENCE NORTH 01°14'51"EAST 208. 0 FEET; THENCE SOUTH 88°45'09"EAST 146.19 FEET TO A POINT ON THE WEST MARGIN OF NORTHEAST 44TH STRE T,ALSO BEING A POINT ON THE EASTERLY LINE.OF SAID LOT 3 AN) THE BEGINNING OF A NON-TANGENT CI IR V F.CONCAVE SOUTHWEST AND HAVING A RADIAL BEARING OF SOUTH 65°24'16"WEST AND A RADIUS OF 318.10 FEET; THENCE ALONG SAID CURVE AND SAID WEST MARGIN AND SAID EAST LINE, EASTERLY AND SOUTHERL ARC DISTANCE OF 145.84 FEET, TIIROUGH A CENTRAL ANGLE OF 2 °16'06"; THENCE SOUTH 01°40'27"WEST 9.87 EET ALONG SAID WEST MARGIN AND SAID EAST LINE; THENCE SOUTH 29°05'34"WEST 65.1 FEET ALONG SAID WEST MARGIN AND SAID EAST LINE TO A POINT ON THE NORTH MARGIN OF NORTHEAST 43RD STREET AND THE SOUTH LINE OF SAID LOT 3; THENCE NORTH 88'45'09"WEST 147.49 FEET ALONG SAID NORTH MARGIN AND SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON,KING COUNTY,WASHINGTON STATE. EXIT 7,L.L.C. BRYAN L. CAMPBELL,P.L.S. BRH JOB NO.99273.10 MARCH 20,2000 REVISED MAY 9,2000 12 61.1649%3(Word) CQDOCS A x60649 v4 WORD97 Y of ti� CiLvofRenton ARDevelopment Services Div'sion '��,N�o 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: May 8, 2000 TO: Wade Houser FROM: Elizabeth Higgins, AICP/ASLA Attorney Senior Planner Development Services Div. Development/Planning Phone: (303) 299-7327 Phone: (425) 430-7382 Fax: (303) 296-3956 Fax Phone: (425) 430-7300 ISUBJECT: KinderCare covenant commen s I Number of pages including cover sheet: 2 REMARKS: ❑ Original to [ Urgent 0 As ❑ Please ® For your be mailed Requested Comment review Ahead of the curve r--- f j CITY OF NTON PLANNINGBUILDING/PUBLIC WORKS MEMORI• NDUM DATE: May 8,2000 TO: Elizabeth Higgins FROM: Sonja J.Fesser SUBJECT: Restrictive Covena I t for Kindercare Project Legal Description eview Bob Mac Onie and I have reviewed the above refe enced legal descriptions and have the following comments: Comments for the Applicant: "Exhibit B"dotes an incorrect distance for the cu e having a radius of 318.10 feet. The legal notes the entire length of said curve(302.14 feet). The correct distance would be for just that portion that lies within the southern portion of Lot 3 of City of Renton Short Plat No. 011-87. ✓ The first street name referenced in Exhibit B is th= county designation(110th Avenue Southeast). The correct reference is Northeast 44th Street(ci designation). There is no 'Sign Easement Property" legal descri tion(Exhibit C)attached to the subject document. {,laf' I I-1.:::Lv `fi) i u :.:oN ri:LIL 1" -,oG.• ,o't Item 1.1 under the"Declaration"block states that he"Access/Parking Easement" is defined in 1`�. \'-'c 2,c9 Section 4.1. The correct section reference appearto be Section 3.1. x y, ..r \\TS SERVER\SYS2\COMMON\U:4SFESSER\KNDRCR.doc CITE OF RENTON ' salL Office of the City Attorney 7 e Tanner,Mayor Lawrence J.Warren • _ MEMO ' DUM DEVELOPMENT PLANNING _CITY OF RENTON: APR 2 4/2000 To:' r Lesley Nishihira,Development Planning RECEIVED From: Lawrence J. Warren, City Atto ey ' . . Date: April 24, 2000 Subject: Restrictive Covenant for Kindercare Project Project File No.LUA-99-182, HA-A, ECF I have .. is reviewed the above-referenced document d the same s-approved as to 1 e gal form. The legal descriptions for the easements should be ch,cked to ensure that their location and extent are • adequate to serve their intended purposes. Lawrence J. W en LJW as. cc: Jay Covington A8:173.03. • Post Office-Box 626 - 100 S. 2nd Street ' Renton, Washington 98057 - (425)255-8678 ' ®This paper contains504 recycled material,20%post consumer i..4 ey Nishihira- 1@ 902!.WPD _yW Page 1 • • DEVELOPMENT PLANNING CITY OF RENTON APR 14 2000 RECEIVED DECLARA ION OF EASEMENTS THIS DECLARATION O'EASEMENTS(this"Declaration")is dated the_day of April,2000,by EXIT 7,IN .,a Washington corporation("Declarant") whose address is 1500 114ie Avenue SE, uite 105,Bellevue Washington 98004-6922. RECITALS . WHEREAS Declarant is the owne of that certain property described as Lots 2 and 3,City of Renton Short Plat Number 611087 recorded under recording number 8802169005,in King County,Washington(individually,"Lot 2"and"Lot 3"or a"Lot" and collectively the"Lots");and P WHEREAS Declarant intends to lit Lot 3 and create two separate fee parcels to be generally known as the"Northern Porti n of Lot 3"(legally described on Exhibit A hereto)and the"Southern Portion of Lot 3'(legally described on Exhibit B hereto);and WHEREAS Declarant desires to establish a permanent reciprocal access easement for the benefit of Lot 2,the Northern Portion of Lot 3 and the Southern Portion of Lot 3; and WHEREAS Declarant desires to establish a permanent reciprocal parking ' easement for the benefit of Lot 2,the Northern Portion of Lot 3 and the Southern Portion of Lot 3;and WHEREAS Declarant desires to c eate a permanent easement on a portion of the Northern Portion of Lot 3 near N.E.44'h Street,for the installation,use,maintenance, repair and replacement of a lighted,monu ent-type sign for the benefit of the Southern Portion of Lot 3;and NOW THEREFORE,Declarant h reby declares that Lot 2,the Southern Portion of Lot 3 and the Northern Portion of Lot 3 shall be held,transferred,sold,conveyed, encumbered,leased,and occupied subject to the covenants,conditions,easements,rights and restrictions hereinafter set forth. DECLARATION 1. DEFINITIONS. 1.1 Access/Parkin Ea ement. "Access/Parking Easement"is defined in Section 4.1. i 1.2 Access/Parking Ea ement Property. "Access/Parking Easement Property"shall mean the areas outside of the building footprints and landscaped areas on 4 t CO_DOCS A 60489 v 2 i 1 e. i 1 I i Lesley Nishihira- 1 @ 902!.WPD Page 2 • , the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 that are access ways,sidewalks,walkways,vehicular exits and entrances and other paved areas i constructed for vehicular parking and/or access or for pedestrian access. • 1.3 Access/Parking Improvements. "Access/Parking Improvements" shall mean any paving,curb,gutter,sidewalk and related improvements constructed on the Access/Parking Easement Property. 1.4 Designated Users. The"Designated Users"of an Owner shall mean any person or party,including,without limitation,the tenants,agents,employees, licensees and invitees of an Owner of a Lot that is benefitted by the Access/Parking Easement. • 1.5 Owner or Owners. "Owner"shall mean the persons or parties • comprising the fee title owner of the Northern Portion of Lot 3,the Southern Portion of Lot 3 or Lot 2. "Owners"shall mean one or more of the Owners. 1.6 Plat. "Plat"shall rhean the plat titled City of Renton Short Plat Number 011087 recorded under recording number 8802169005,as recorded in the real property records of in King County,State of Washington. 1.7 Sign Easement Property. "Sign Easement Property" shall mean that piece of land on the Northern Portion of Lot 3 near N.E.441°Street as depicted in Exhibit C attached hereto and incorporatgd herein by this reference. • 1.8 Sign Easement. "Sign Easement"is defined in Section 4.1. 2. DECLARATION OF EASEMENTS. Declarant,for itself,and its succes§ors and assigns,hereby declares that the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 shall,from and after the date hereof,be owned,held,transferred,conveyed,sold,leased,rented, hypotheticated,encumbered,used,occupigd,maintained,altered and improved subject to the easements,covenants,conditions and iestrictions set forth in this Declaration. The provisions of this Declaration are intended to and shall run with the land and shall bind, be charged upon,and inure to the mutual benefit of the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 and their respective Owners. • 3. ACCESS/PARKING EASEMENT. • 3.1 Grant of Access/Parking Easement. Subject to the terms, ' covenants,agreements,restrictions and co ditions of this Declaration,Declarant hereby declares,creates and grants a nonexclusive perpetual easement("Access/Parking Easement")over,across,and upon the Access/Parking Easement Property for the purpose of vehicular parking and vehicula and pedestrian access,ingress and egress to, from and between the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2, and for maintenance,repair and replacement of the Access/Parking Improvements thereon. The Access/Parking Easement shall be for the benefit of the Lots,and may be . used by the Owners and their Designated Users. The Access/Parking Easement is I nonexclusive and the Owners shall have the right to use the Access/Parking Easement Property and the Access/Parking Improves ents located on the Lot or Lots it owns,for vehicular and pedestrian access,vehicular parking and for all other purposes consistent with the rights granted pursuant to the Access/Parking Easement;provided,however,that in so doing,there shall be no unreasonable impairment,restriction or obstruction of the use and enjoyment of Access/Parking Eas ment by the other Owners and their Designated •• CO_DOCS_A 60489 v 2 {Lesley Nishihira- 1@ 902!.WPD Page 3 • Users as provided herein. 3.2 Maintenance and Repair of Access/Parking Easement..Each Owner shall be responsible for,and shall maintain,repair and replace the portion of the Access/Parking Easement Property and thb Access/Parking Improvements located on such Owner's Lot,in good and safe condition and repair including,without limitation, cleaning and debris removal,snow and ice removal,painting of stripes,patching,and resurfacing or replacement of the surface. 3.3 No Obstructions;Reservation. No Owner or Designated User shall construct,erect,place or plant,or cause tq be constructed,erected,placed or planted,any obstruction,structure,building,fence,light,pole,mailbox,sign,plant,shrub,tree or any other type of improvement("Obstructio I")on the Access/Parking Easement Property , that n hinders or blocks access,without the or written approval of all of the other Owners;provided,however,that each of a Owners shall retain the right to erect an Obstruction on the Access/Parking Ease dent Property one day each year,if,in the opinion of such Owner,such action is required to insure that the Access/Parking Easement Property not be dedicated as a public street. The Owners shall have the right to remove,at the sole cost and expense of the Owner or Designated User responsible for the existence of any such Obstruction,any Obstruction constructed,erected,placed or planted upon the Access/Parking Easement Propetty without the prior written consent of all of the other Owners. Notwithstanding the foregoing,each Owner shall have the right to construct upon such Owner's Lot drivewaf improvements which connect to the Access/Parking Easement Property and th Access/Parking Improvements without obtaining the consent of the other Owners thereto. P 4: SIGNAGE EASEMENT 4.1 Grant of Sign Easement. Subject to the terms,covenants, agreements,'restrictions and conditions of this Declaration,Declarant hereby declares, creates and grants to the Owner of the Sot,them Portion of Lot 3 and its Designated Users a nonexclusive,perpetual easement("Sigu Easement")over,across,under,through and upon the Northern Portion of Lot 3 and the Sign Easement Property for the purpose of the installation,use,maintenance,repair and eplacement of a lighted,monument-type sign on the Sign Easement Property. The Sign Easement is nonexclusive,though the Owner of the Southern Portion of Lot 3 shall have the exclusive right to use the top seventy percent(70%)of the sign panel on the monument sign for the identification of the business located on the Southern Portion of Lot 3. The Owner of the Northern Portion of Lot 3 shall have the right to use the lower thirty percent(30%)of the monument sign for the identification of the businesses located and conducted on the Northern Portion of Lot 3. The Owner of the Northern Portion of of 3 may use the Sign Easement Property for purposes consistent with the rights grante pursuant to the Sign Easement;provided, however,that in so doing,there shall be no unreasonable impairment,restriction or obstruction of the use and enjoyment of Sign Easement by the Owner of the Southern Portion of Lot 3 or its Designated Users provided herein,including without limitation, no obstruction of visibility of the sign co tructed on the Sign Easement from N.E.44th Street: 4.2 Maintenance of Sign Easement. The Owners of the Southern Portion of Lot 3 and the Northern Portion of Lot 3 shall be responsible for,and shall, maintain,repair and replace the monumex t sign and any other improvements related to the Sign Easement,in good and safe cond tion and repair and shall share the all costs and expenses related thereto,seventy percent 0%)by the Owner of the Southern Portion of Lot 3 and thirty percent(30%)by the er of the Northern Portion of Lot 3. CO DOCS A 60489 v 2 1 Lesley N!shlhira- 1 @ 902!.WPD _ . ,_ ..,..,,,,,_ Page 4 5. MISCELLANEOUS PROVISIONS. 1 5.1 Notices. All notics required or permitted under the terms of this Declaration shall be in writing and shall be deemed given when a copy thereof,addressed _ as provided herein,is actually delivered,Zither personally,by courier,or by certified or registered mail,return receipt requested,to Declarant at the address stated in the first • paragraph of this Declaration,and to the successors of Declarant,as the Owners of the Northern Portion of Lot 3,the Southern P rtion of Lot 3,and Lot 2 at the address for such successor shown on the recorded convey ce to such successor,or at such other address as Declarant or such successor may notifythe other party of in writing. 5.2 No Merger. It is the intention of Declarant that the easements, covenants,conditions and restrictions set forth in this Declaration shall continue to burden or benefit,as applicable,the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2,notwithstanding the facfthat,at any time,the same person or party may own one or more of these Lots,or portio thereof. Any such multiple ownership shall not result in the merger of the respective interests,rights and obligations of the Owners created hereunder. 5.3 Use of Easements. Declarant and each party entitled to the use and benefit of any easement hereunder,shall not unreasonably interfere with,unreasonably obstruct,or suffer or permit anyone claiming by,through or under such party to unreasonably interfere with,or to unreaso ably obstruct,the use and enjoyment of each easement granted hereunder by any of the beneficiaries hereof. The easements created hereby shall only be used by a party entitl d to use the same for the purposes for which : they are intended and designed. 5.4 Termination or A endment of Easement. The easements granted ti and declared in this Declaration may be t rminated,and the terms,covenants,agreements, restrictions and conditions contained ins Declaration may be amended or modified, only by written instrument executed by the then Owners of the Northern Portion of Lot 3, the Southern Portion of Lot 3,and Lot 2,and the holders of any first mortgage or deed of trust encumbering the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 5.5 Pro Rata Shares if Resubdivision of Property. If any Lot is hereafter subdivided,the pro rata share oit any of the maintenance costs allocated to that particular Lot shall be allocated among t e lots or other parcels created by such , resubdivision in proportion to the acreag of land in each such resubdivided lot or other parcel. 5.6 Repairs Necessitat d by Negligence. Notwithstanding any other provisions of this Declaration,if any reps rs to any of the easement property or the improvements located thereon are necess tated solely by the negligence or other act or omission of an Owner or of anyone clai "ng by,through or under such party,then such repair shall be undertaken by such neglig nt party,at is sole cost and expense,within a reasonable period of time after the act or mission which necessitated the repairs. 5.7 No Mechanics'Li ns. Nothing contained herein shall authorize an Owner,or any person or entity acting through,with,or on behalf of such Owner,to subject another Owner's Lot,or any portion thereof,to mechanics'liens. If any such mechanics'lien shall be filed against an Owner's respective Lot,and another Owner is charged with causing such mechanics'lied,such other Owner shall,at its expense,cause the mechanics'lien to be discharged. In he event that such mechanics'lien is not discharged within 20 days after receipt of written notice of the mechanics'lien by the CO_DOCS A 80489 v 2 Lesley Nishhira_-�1 @ 902!.1NPD „m � L Page 5 • Owner charged with causing such mechanics'lien,then the Owner whose Lot is subject to the mechanics'lien,at its option,and at the reasonable expense of the other Owner, may enter into,defend,prosecute or pursue any effort or action(whether or not litigation is involved)which such Owner deems reasonably necessary to defend it and its Lot from and against such mechanics'lien. 5.8 Release on Transfer. Any party holding or acquiring an interest in the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 shall be liable for any default or failure to comply herewith which arises or accrues prior to or during the period of time in which such party holds an interest in the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2,as applicable,but such party shall not be liable for any default or failure to comply herewith which arises or accrues after such party shall have conveyed or otherwise transferred its entire interest in the Northern Portion of Lot 3, the Southern Portion of Lot 3,and Lot 2,as applicable. 5.9 Insurance. 5.9.1 Casualty Insurance. The Owners of the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 shall be obligated to obtain and keep in full force and effect all risk,fire and extended coverage insurance with respect to its respective Lot and the Access/Parking Improvements or other easement improvements thereon,in an amount equal to the full replacement cost thereof. 5.9.2 Liability Insurance.-The Owners of the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 shall be required to obtain and keep in full force and effect during the term of this Declaration,and to pay the costs and premiums of, : broad form general comprehensive liability insurance covering public liability with respect to the ownership,use and operation of such Owner's respective Lot,with limits of not less than$1,000,000.00 combined single limit of liability. 5.9.3 Waiver of Subrogation. Each Owner hereby waives any and all causes of action and rights of recovery against each other and their respective officers,employees and agents,for any loss or damage occurring to its respective Lot or any improvements located thereon,resulting from any perils required to be covered by insurance(whether or not such insurance is actually maintained)required to be carried hereunder regardless of cause or origin,including the negligence of any party,its officers, employees,agents or Designated Users. To the extent necessary to effect the foregoing waiver of subrogation,each Owner shall be obligated to obtain from their respective insurance carriers endorsements to all appropriate policies of insurance waiving the right of subrogation of the insurance carrier. 5.10 Damage to Person or Property. The Owners each agree to indemnify and hold the other Owners harmless from and against any and all liability, damage,cost or expense,including,without limitation,reasonable attorneys'fees,which may be incurred by or asserted against another party as a result of the negligence or willful misconduct of the indemnifying party,or its tenants,agents,licensees and invitees, in performing any work on any of the easements pursuant to this Declaration or arising out of accidents occurring on any part of the indemnifying parry's Lot other than as a result of the negligent act or omission or willful misconduct of the indemnified party or its tenants,agents,licensees and invitees. I > 5.11 Governing Law. The validity and effect of this Declaration shall be determined in accordance with the laws of the State of Washington. 5.12 Binding Effect. Tie terms,covenants,agreements,restrictions and conditions in this Declaration shall be construed as covenants running with the land. The burdens and benefits of such terms,covenants,agreements,restrictions and conditions shall run to and may be enforced by any Owner. CO_DOCS A 60489 v 2 esleyrNishihirar„1„@ 902l.WPD rn ,., q. -�m .. mm•r� Page6; • - I 5.13 Not a Public Dedication. Nothing contained in this Declaration shall be deemed to be a gift or dedication of any portion of the Northern Portion of Lot 3, the Southern Portion of Lot 3,and Lot 2 for the general public or for any public purpose whatsoever,including,but not limited to,dedication as a public street. 5.14 Severability. If any provision of this Declaration shall be invalid, illegal or unenforceable,it shall not affect or impair the validity,legality or enforceability of any other provision of this Declaration and there shall be substituted for the affected provision a valid and enforceable provision as similar as possible to the affected provision. '. 5.15 Headings for Convenience. All headings and captions used herein are for convenience only and are of no meaning in the interpretation or effect of this Declaration. 5.16 Estoppel Certificates. Each Owner shall,upon the reasonable written request of another Owner or any other interested party and after confirming any necessary facts,furnish a certificate regarding whether,to such certifying Owner's knowledge,any violation of the terms,covenants,agreements,restrictions and conditions contained herein exists with respect to any of the Northern Portion of Lot 3,the Southern Portion of Lot 3,and Lot 2 or their respective Owners. Any person,without actual notice to the contrary,shall be entitled to rely on said certificate with respect to all matters set forth therein. s IN WITNESS WHEREOF,Declarant has executed this Declaration of Easements • as of the first date written above. WITNESS: DECLARANT: EXIT 7,INC.,a Washington corporation By: Name: Title: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) • The foregoing Declaration of Easements was acknowledged before me this day of April,2000,by as of EXIT 7, INC.,a Washington corporation. Witness my hand and official seal. Notary Public My Commission expires CO_DOCS A 60489 v 2 'Lesley Nishihira- 1@_902!.WPD _ Page 7 SUBORDINATION OF MORTGAGE The undersigned,Devere Jerry Burtenshaw and Angelina D.Burtenshaw ("Lender"),are the beneficiaries under that certain Deed of Trust and other security instruments relating thereto(collectively,the"Mortgage")dated January 13,1987 and recorded January 14,1987 as Reception Is o.8701141236 in the Records of King County, Washington. For good and valuable consideration,Lender,as the holder of the indebtedness secured by the Mortgage,hereby agrees that the Mortgage shall be subordinate to the Declaration of Easements and to all provisions,covenants and obligations contained therein as though said Declaration of Easements had been recorded first. 3 Dated this day of Ap11,2000. WITNESS: LENDER: DEVERE JERRY BURTENSHAW tl STATE OF WASHINGTON ) # ft ) s s. COUNTY OF ) The foregoing instrument was acknowledged before me on April _, 2000, by DeVere Jerry Burtenshaw. Notary Public for the State of i Washington My commission Expires: I f l f CO DOCS A 60489 v 2 Lesley Nishihira- 1@ 902!.WPD � • page g • • WITNESS: LENDER: ANGELINA D.BURTENSHAW STATE OF WASHINGTON ) ) ss. COUNTY OF• ) The foregoing instrument was acknowledged before me on April 2000, by Angelina D.Burtenshaw. Notary Public for the State of Washington • My commission Expires: • I j - i E CO DOCS A 60489 v 2 • W {Lesley Nishihira 1 @ 9O2l.WPD Page 9, EXHIBIT A • (The Northem Portion of Lot 3) • • • • • CO DOCS A 60489 v 2 [tell ey Nishihira- 1@ 902!.WPD � Page 10: . E EXHIBIT B (The Southern Portion of Lot 3) � 1 I � CO DOCS A 60489 v 2 (Lesley IVishihira- 1 @ 902!.W PD � Page 11 i • EXHIBIT C (Sign Easement Property) • CO DOCS A 60489 v 2 [Lesley Nishihira-1 @ 9O21.WPD Page• iI EXHIBIT A • (The Northern Portion of Lot 3) I ; • • ft } I j I v { CO DOCS A 60489 v 2 Lesley Nishihira- 1 @ Page 10 EXHIBIT B • (The Southern Portion of Lot 3) • • � i � � t I _ II CO DOGS A 60489 v 2 • t LesleypNishihira- 1 @ 902!.WPD M Page 11 - I ' EXHIBIT C it (Sign Easement Property) • • • • it s i CO DOCS A 60489 v 2 APR-24-00 17: 13 FROM:BALLARD SPAH ID: 303 PAGE 1/3 LAW OFFICES - �BAL.e_ARD SP. HR ANDREWS & INGERSOLL, LLP PHILADELPHIA, PA d t 122II$ 17"STREET, SUITE 2300 BALTIMORE, MD • DENVER, COLORADO 802O2-Z596 CAMDEN. NJ 303-292.240O SALT LAKE CITY, UT FAX: 303-296.395e vOORHEES. NJ LAWYERS@SALLARDSPAHR,COM WASHINGTON, DC A"\- FROM: Wade A. Houser W DATE: April 24, 2�000 PHONE: (303) 299-7327 MATTER: 877417 PLEASE DELIVER AS SO N AS POSSIBLE TO: RECIPIENT COMPANY FAX No. PHONE NO. 1. Ms. Elizabe Higgins City of Renton (425)430-7300 2. cc:Victoria T.Blackwell,Esq. KinderCare Learn ng Centers, Inc. (503) 872-1391 Total number of pages including this page: 3. If you do not receive all the pages,please call 303 292 2400. RE: Renton, Washington - Site 1658 Please Note: The information contained in this facsimile message is privileged and confidential and is intended only for the use of the individual or entity named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination,I distribution or copying of this communication is strictly prohibited. If you have received the communication in error,or i any problems occur with transmission,please notify us immediately by telephone.Thank you. APR-24-00 17 : 13 FROM:BALLARD SPAH ID: 303 PAGE 2/3 EXHIBIT A NORTHERN PORTION OF LOT 3 DESCRIPTION THAT PORTION OF LOT 3 OF CITY OF RENTON SHORT PLAT NO. 011-87, RECORDED UNDER KING COUNTY RECORDING NO. 8802169005, DESCRIBED AS FOLLOWS : BEGINNING AT THE MOST NORTHERLY WESTERLY CORNER OF SAID LOT 3 , ALSO BEING A POINT ON THE SOUTHWESTERLY MARGIN OF NORTHEAST 44TH STREET AND A POINT ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIAL BEARING OF SOUTH 07°19 ' 43 " WEST AND A RADIUS OF 308 . 10 FEET; THENCEIALONG SAID CURVE AND SOUTHWESTERLY MARGIN EASTERLY AND SOUTHERLY AN ARC DISTANCE OF 74 . 88 FEET THROUGH A CENTRAL ANGLE OF 13°55 '29" ; THENCE SOUTH 67°13 ' 46 " EAST, ALONG SAID SOUTHWESTERLY MARGIN, 87 . 71 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL BEARING OF SOUTH 37°15 ' 11" WEST AND A RADIUS OF 318 . 10 FEET; THENCE ALONG SAID CURVE EASTERLY AND SOUTHERLY ALONG SAID SOUTHWESTERLY MARGIN AN ARC DISTANCE OF 156 . 30 FEET THROUGH A CENTRAL ANGLE OF 28°09 ' 06" ; THENCE NORTH 88°45 ' 09" WEST 146 . 19 FEET; THENCE SOUTH01°14 ' 51" WEST 16. 96 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 3 ; THENCE NORTH 88°45 ' 09" WEST 138 .46 FEET ALONG SAID WESTERLY LINE OF SAID LOT 3; THENCE NORTH 01°14 ' 51" EAST 77. 96 FEET ALONG SAID WESTERLY LINE OF SAID LOT 3 ; THENCE SOUTH 88°45 ' 09" EAST 31 00 FEET ALONG SAID WESTERLY LINE OF SAID LOT 3 ; THENCE NORTH 01°14 ' 51" EAST 106. 71 FEET ALONG SAID WESTERLY LINE OF SAID LOT 3 TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON STATE. EXIT 7, L.L. C. BRYAN L. CAMPBELL, P .L.S. BRH JOB NO. 99273 . 10 APRIL 14, 2000 APR-24-00 17: 14 FROM:BALLARD SPAR ID: 303 PAGE 3/3 EXHIBIT B SOUTHERN PORTION OF LOT 3 DESCRIPTION THAT PORTION OF LOT 3 OF CITY OF RENTON SHORT PLAT NO. 011-87, RECORDED UNDER KING COUNTY RECORDING NO. 8802169005, DESCRIBED AS FOLLOWS : BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3 , ALSO BEING A POINT ON THE NORTH MARGIN OF NORTHEAST 43RD STREET; THENCE NORTH 01°14 ' 51" EAST 208 .50 FEET; THENCE SOUTH 88°45 ' 09" EAST 146 . 19 FEET TO A POINT ON THE WEST MARGIN OF 110TH AVENUE SOUTHEAST, ALSO BEING A POINT ON THE EASTERLY LINE OF SAID LOT 3 AND THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWEST AND HAVING A RADIAL BEARING OF SOUTH 65°24 ' 1J6" WEST AND A RADIUS OF 318 . 10 FEET; THENCE ALONG SAID CURVE AND sAip WEST MARGIN AND SAID EAST LINE, EASTERLY AND SOUTHERLY AN ARC DSTANCE OF 302 . 14 FEET, THROUGH A CENTRAL ANGLE OF 54 25 16" , THENCE SOUTH 01°40 '27" WEST 9 . 87 FEET ALONG SAID WEST MARGIN AND SAID EAST LINE; THENCE SOUTH 29°05 ' 34" WEST 65. 15 FEET ALONG SAID WEST MARGIN AND SAID EAST LINE TO A POINT ON THE NORTH MARGIN OF NORTHEAST 43RD STREET AND THE SOUTH LINE OF SAID LOT 3 ; THENCE NORTH 88°45 ' 09" WEST 10.49 FEET ALONG SAID NORTH MARGIN AND SAID SOUTH LINE TO THE TRU: POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON STATE. EXIT 7, L.L.C. BRYAN L. CAMPBELL, P.L. S . BRH JOB NO. 99273 . 10 APRIL 14, 2000 MU LVANNY TRANSMITTAL ARCH I T E C T S TO: CITY OF RENTON DATE: 4/17/00 1055 SOUTH GRADY WAY PROJECT: RENTON KINDERCARE RENTON,WA 98055 I PROJECT NO: 99-4550 PHONE: (425)430-7290 FAX: (425)430-7300 ATTN: MS.JAN CONKLIN I #PAGES: MULTIPLE SUBJECT: RENTON SUBMITTAL FROM: CATHY BALLENSKY WE ARE SENDING YOU THE FOLLOWING: ❑ Via Express Delivery ❑Via Fax Only ❑ Copy ElFor Approval ❑ Next Day-Morning ❑Via Fax and Mail ❑ Original ❑ For Information/Use ❑ Next DayAfternoon ❑Via Mail ® For Review/Comment ❑ Second Day-Afternoon ®Via Courier ❑ Other ❑ As Requested Quantity: Date: Description: 2 COPIES 4/17/00 E1, E1.3 2 COPIES 4/11/00 SD-1 2 COPIES N/A CUT SHEETS ON LIGHTING FIXUTURES • Notes: Enclosed are added site lighting plans illustrating light levels. We have also enclosed lighting fixture cut sheets for reference. I have also printed a revised site plan that more clearly defines the fencing locations. Let us know if this is not adequate. If any additional information is necessary you may contact either Marty or I at(503) 223-8030 CITY OF REV Thank you, R C E R! APR 1 8 2000 BUILDING DIVISION From: c: File Privileged and Confidential Information: The information in this facsimile is intended only for the use of the recipient above named. Any wrongful review, dissemination, distribution or copying of this communication is strictly prohibited. If errors occur in transmission, or enclosures arel not as noted, please notify us at once. P:\KinderCare\99\99-455 \Correspondence\Tr_JanConklin.doc BELLEVUE SEATTLE PORTLAND STERLING BOSTON TAIPEI Mulvanny Architects — Professional Service Corporation KOIN Center,222 SW Columbia St.,#1250 Portland,OR 971201 Tel: 503.223.8030 Fax: 503.223.8381 www.mulvanny.com 18472281467 JE MARTIN LTD, . 549 P02 APR 13 '00 13: 13 4 ; THE CHALLENGER SERIES CHALLENGER The Challenger is the next big step in the evolution of light. Offering total optical flexibility in a sleek, aerodynamically dest ned fixture,the Challenger was developed with optimum I versatility in mind. The one-p ece, die-cast aluminum luminaire complements the architectural integrity of virtu Ily any site. Designed around a standard 00 Watt and a 1000 Watt reduced envelope lamp size,the Challenger gives you a choice)of either horizontal or vertical lamp orientation, plus a variety 111P4 orae so your application. poles.compact, profile e creates types EPAs,which may allow use of lighter gauge Th Challenger easy to I install and to maintain. 1 1 SPECIFICATIONS HOUSING SOCKETS One-piece,die-cast aluminum in a Porcelain mogul-base sockets D90',Q90',T90' and TN 120' fixture multi-radiiiused,rectangular shape feature spring-reinforced contacts for configurations. A locking nut secures with mounting arm cast in as an long life. All sockets are factory two through bolts and a reinforcing integral part of the housing. All prewired with a disconnect plug for plate to the pole,stabilizing it for easy hardware is stainless steel or the ballast. All HPS sockets are fixture mounting. 1 electro-zinc plated steel. pulse-rated. REFLECTORS/ DISTRIBUTION • DOOR FRAME UGHT SOURCES PATTERNS. The Challenger's one-piece,die-cast The Challenger is designed to The Challenger is available with a aluminum door frame secures to the operate with High Pressure Sodium, wide variety of reflectors. Vertical housing with two internal hinges. Metal Halide,Super Metal Halide or burn systems include: Type II(2), Two stainless steel captive door Metal Halide reduced envelope Type III(3),Type V(5),Automotive - fasteners allow easy access. Door lamps.Clear lamp Is supplied as Forward Throw(FA),and Perimeter frame may then be removed from standard. Forward Throw(FP). Horizontal Burn housing without tools. A one-piece BAUAST systems include: Type IIi(3)and extruded silicone gasket seals the High-power factor ballast with Forward Throw(FT). All reflectors door frame against the housing, removable/hinged ballast tray. Metal are field-rotatable,enabling Halide,Super Metal Halide,and High generous flexibility in distribution LENS/GASKET Pressure Sodium fixtures feature a patterns,without fixture movement. The Challenger is available with a CWA type ballast. All ballasts are Photometric data is certified by an contoured borosilicate glass lens for designed for-20'F operation. independent testing facility. -'- vertical lamp optics. A tempered flat Optional Quick Connect package FINISHES glass lens or contoured boroslllcate includes 150'C supply wiring plus Each Challenger fixture is finished glass lens is offered for horizontal modular plugs for easy ballast wiring. lamp optics. A one-piece extruded with DuraGripe,ISI's revolutionary silicone gasket seals the lens to the ARM/BRACKETS baked-on powder coat finishing die-cast aluminum door frame. The Challenger's integral cast process to give the fixture an mounting arm is flat for square exceptionally attractive appearance. pole applications. The fixture may Standard finish colors are bronze, also be mounted to round pales using black,buff,white,green and platinum the round pole adaptor,which Is plus. The DuraGrlp polyester finish withstands extreme weather changes 1 included as standard. An extruded without cracking or peeling.The 6'arm extension is required for finish is guaranteed for five full years. PHOTOMETRICS CD c CL Based upon 1000W Metal Halide lamp listed for wet locations. , Type V Vortical Burn Type 3 verlkal Burn Type FA Vertical Burn Type FT Horizontal Burn Type 3 Horizontal Burn i i i r»�- ! i .l ! • .' . �.f.- 1 ru. I I o, ..._ -I 4 . ' • I 4 L iv. , % l --• ' • I-'r ' • I-- I. .. I , i Front Front Front Front Front - - kGHTING SYSTEMS 10000 Alliance Road•P.O.Box 42728•Cincinnati,Ohio 45242-0725•(515)793-320o-FAX(513)984-1335 I 1t14.rdze1457 Jt I'IHK 111v L I U 54'; 1•1O3 Hrm 1. •no 16:13 CHALLENGER 4 .1(;HYING SYSTEMS I I DIMENSIONS 2r 2311' H• - �_ 3,R_ 1 21 I ,i: r 2� 1 31/Z" ; 1, . - 1 Tupp Bracket LUMINAIRE EPA CHART Extenston AITn Required Includes bracket, I ME Men T M111 IIIIIP Mil SingleD160' D90' T90• TN120" Q90- challenger _ F CT F CT F CT F CT F CT F CT Cast arm 1.8 2.0 3.7 4.1 - • - - - • Extruded bracket 1 2.2 2.3 4.3 4.6 3.9 4.3 8.1 6.5 6.3 6.9 7.7 8.6 Note: F-Flat Glass CT-Contoured�w - IWMINAIRE ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminairo Lamp Light Source•' Lens Una Voltage Luminalra Options Prefix Distribution n Wattage g Finish p CHV- 2•Type II 320 HPS-High Pressure Sodium CT•Contoured 480V BRZ•Bronze PCR•Photoelectric Control • Vertical 3-Type III 400 400,750 Watt'" Borosillicate MT-Multi Tap-'"" BLK-Black Receptacle Burn FP-Forward Throw 750 MH-Metal Halide Glass TT•TrI-Tap-"'•' PIP-Platinum U.-Less tamp --' Perimeter 1000 400 Watt Plus QC-Quick Connect Package FA-Automotive SMV-Super Metal Halide(Vertical) BUF-Buff NO-No Options Perimeter 320,400 Watt WHT-White GR-Ground Relamping•••• 5-Type 5 Square MHR-Metal Halide Reduced SRN-Green Envelope 1000 Watt CHH- 3-Type Ill 400 HPS•High Pressure Sodium F-Rat Horizontal FT Forward Throw 750 400.750 Watt"' Tempered Burn 1 1000 MH-Metal Halide 400 Watt Glass SMH-Super Metal Halide 400 Watt MHR-Metal Halide Reduced CT•Contoured Envelope 1000 Watt Boros1111cate Glass' • I L I I J I EXAMPLE OF A TYPICAL ORDER 1 CHV 5 1000 MHR CT MT PLP PCR_ Tacna match vertical appearance. 1MT- isspecified. Tap ' 1000 Watt Metal Halide Is a BT 37 Reduced Envelope Lamp. Tapshipped standard unless otherwise Multi consists of 120V,208V,240V.and 277V. '•'750 Watt High Pressure So6um not available In Multi-tap.Specify voltage. Multi Tap is pre•wired for 277V.Alternate voltages Al require field re-wiring. ""Ground relemping option available on vertical lames only.Consult factory. Trt•Tap is shipped standard for C-UL applications.Td-Tap consists of 120V.277V.end 347V. Tri•tap is pre-wired for 347V.Alternate voltages will require field re-wiring. ACCESSORY ORDERING INFORMATION (Access 4 ries are field installed) Desetlpllor Order Number Description Order Number PC120V-Photocell 122514 CHVZHSS-External House Side Shield 143586BLK PC208V-Photocell 122515 CHV3HSS-External House Side Shield 1435878LK PC24OV-Photocell 122516 CHVFAHSS-External House Side Shield 143557BLK PC277V-Photocell 122517 CHVFPHSS-Extemal House Side Shield 1435878LK PC480V.-Photocell 122518 RPPC-Round Pole Plate 141940CLR FK120V-Single Fusing Rc120V BKA-RBO-WI4-"-CLR We Mount Plate 123113CLR FK277V-Single Fusing FK277V BKA-BO-EC-6-CIR Extension Arm DFK208,240V-Double Fusing DFK208.240V Required nor multiple fIxture mounting 142862CLR DFK46OV-Double Fusing 1 DFK480V BKU-BO-S-19-CLR Upsweep Bracket 144191CLR FK347V-Single Fusing ' RC347V Ground Lamp Changer 132676(Mad.) 146018(Lg.) I I I �— TYPE: CA1 GN: (c:_) / !!DHALO DESCRIPTION DESIGN FEATURES (`(J l`1•• " The Halo H803 Compact A—Reflector D•••Bar Hangers Fluorescent housing offers .040 spun aluminum with cl ar Two piece bar hangers •• high'performance with two specular Alzake reflector.Baffle accommodate joist spacing up ••15 26W horizontally mounted is seamless black or White to 24".Bar hangers can becfy4 compact fluorescent lamps. Coilex Baffle. repositioned 90°to simplify �a. - , —s r,:-r clearance for wiring. -Y , B•••Plaster Frame �' �,�� Precision die stamped steel E•••SocketSf { APPLICATION ',�• frame.Bar Hanger brackets on One way socket for two 26W . For non-insulated ceilings four sides.Trim supports adjust Double Twin Tube(DTT) where insulation can be kept 3" 3/4"to accommodate different compact fluorescent lamps from housing. ceiling thicknesses. F•••Integral Ballast C•••Junction Box H803 120V Normal Power H803 Listed for eight#12AWG(four Factor Ballasts in,four out)90°C conductors H803HP 120V High Power feed through branch wiring) Factor Ballasts 26 W D TT Five 1/2"and two 3/4" H803-277 277V High Power knockouts.Access to junction Factor Ballasts box and ballast byati� removing Labels reflector. U.L.listed 8" D O W N L I G H T CSA Certified Standard Damp Label SPECULAR REFLECTOR Listed for Feed Through BAFFLE A WO .���E _-- III F 't_ ,lC i C 55/16" �I O I� [135mm] 1ii���I�IOI�I�III �1 B ____________________ v ��� D Top View 5 5/8"[143mm] II 41111-1 , m--f 7 3/8"(187mm) Lia(229mm) ---1 • 81/4"(210mm] • I 13" I Energy Data L (330rnm) (2)26W DU 2-Pin Ballast:High Power Factor 120V Input Watts:68 Line Amps:.50 • 277V Input Watts:55.6 Line Amps:.20 THD:e20% Min Starting Temp.:15°F Sound Rating:A ORDERING INFORMATION SAMPLE NUMBER:14803-810C NOTES: Alzak Complete unit consists of housing and trim. I registered trademark of Aluminum Company of America. Housing Trims 1 ' I I I H803=120V Normal Power Factor 810C=Specular Reflector H803HP=120V High Power Factor H803-277=277V High Power Factors 810BA=Black Baffle 810WB=White Baffle COOPER LIGHTING ADV98e032 - H803 PHOTONIETRICS I Candlepower Distribution Candlepower Cone of L ght Coefficient of Utilization Test No.H23254 Deg. r CD Distance to Initial Nadir Beam re 80% 70% 50% Illuminated Footcandles Diameter '03-810C 0' 90' Plane rw 50 30 50 30 50 30 0 911 911 RCR ,sear Specular \ 5 Reflector \\ 15 910 961 633 974 4'6' 45 6'0. 0 70 70 68 68 65 65 Lamp=Two 26W 25 672 820 5'6' I 30 7'0• 1 64 62 63 61 60 59 Double Twin 60° 6 s• 22 8'6' 2 59 56 57 55 56 53 Tube 35 691 919 3 53 50 52 49 51 48 Lumens=1800 45 639 810 8'0' I 14 10's• 4 49 45 48 44 47 44 each 55 254 347 10'0' I 9 13'0' S 44 40 44 40 43 39 Spacing Criterio 65 7 6 12'0' 6 25'6' n= 6 40 36 40 36 39 35 Beam diametw is to 50%of maximum 0°-1.1 75 2 1 1 7 36 32 36 31 35 31 90°-1.5 30' 85 0 0 footwndles,ro nded to the nearest half foot. Footcandle values are initial,apply 6 28 31 28 90 0 0 appropriate 9 29 25 29 25 28 24 Efficiency=58.5% ' IigFt loss factors where necessary. �_ 90° to 26 22 26 22 26 22 r�Ceiling reflectance,rw=Wall reflectance, Ref RCR=Room cavity ratio.CU Data Based on 20% Effective Floor Cavity Reflectance. Candlepower Distribution Candlepower Cone of Light Coefficient of Utilization Test No.H23238 Deg. CD Distance to initial Nadir Beam _re 80% 70% 50% H8O3-8106A \ 0• 90• Illuminated Footcandles Diameter net50 30 50 30 50 30 Black Coilex \ 0 844 844 PlaneRCR Baffle 5 843 888 0 54 54 53 53 50 50 Lamp=Two 26W J 60, 15 748 874 4'6' 42 WO' 1 49 48 48 47 47 46 Double Twin 25 559 683 5'6• I 28 6'6' 2 45 43 45 43 43 42 Tube � 35 458 735 6'6' I 20 7'6• 3 42 39 41 38 Lumens=1800 i 45 416 586 8'0' I 13 9'0• 4 38 35 38 35 36 34 each 'I 55 191 299 10'0' I 8 11'6' 5 35 32 34 31 33 31 J Spacing Criterion 65 7 6 12'0' 6 13'6• 6 32 28 31 28 30 28 = / 0°-0.9 - / 1 30° 75 3 2 Beam diameter is to 50%of maximum 7 29 25 28 25 28 25 90°-1.4 85 1 0 footcandles,rounded to the nearest half-foot. 8 26 23 26 23 25 22 90 0 0 Footcandle values are initial,apply 9 24 20 23 20 23 20 Efficiency=45.2% 990° appropriate light loss factors where 10 21 18 21 18 21 18 rc=Ceiling reflectance,rw=Wall reflectance, RCR=Room cavity ratio.CU Data Based on 20% Effective Floor Cavity Reflectance. .idlepower Distribution Candlepower Cone of Light Coefficient of Utilization ( Test No.H23315 Deg. CD Distance to Initial Nadir Beam re 80% 70% so% H803-8106A 0• 90• Illuminated Ftietcandles Diameter rw 50 30 50 30 50 30 0 855 855 PlaneRCR White Coilex 5 882 910 0 67 67 65 65 62 62 Baffle Lamp=Two 26W 15 805 927 4'6• 42 5'6• 1 60 59 59 57 57 55 Double Twin 60° 25 621 767 5'6' 28 7'0' 2 55 52 54 51 52 50 Tube ( 35 538 829 6'6' I 20 8'0' 3 49 46 49 45 47 44 Lumens=1800 45 483 677 8'0' 13 10'0' 4 45 41 44 41 43 40 each J 55 256 366 10'0' I 9 12'6' 5 41 37 40 36 39 36 Spacing Criterion= 65 77 74 12'0' I 6 15'0' 6 37 33 36 32 35 32 0°-1.0 75 61 58 Beam diameter islto 50%of maximum 7 33 29 33 29 32 28 90°-1.5 300 85 19 19 footandles,rounded to the nearest half-foot. 8 30 26 30 26 29 25 90 0 0 Footcandle values are initial,apply 9 27 23 27 23 26 23 Efficiency=56.2% — �o appropriate light loss factors where 10 25 21 24 20 24 20 00 necessary. rc=Ceiling reflectance,rw=Wall reflectance, 1 . RCR=Room cavity ratio.CU Data Based on 20% Effective Floor Cavity Reflectance. ( . COO1110 PERNote:Specifications and Dimensions subject to change without notice. Cooper Lighting Customer First Center 1121 Highway 74 Soiith Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 ADV980032 .0000.0F7YPE: I,. CATALOG S: BF LUMARKe C F)DESCRIPTION 1 SPI- CATION FEATURES The Lumark Bandit provides a A---Retaining Screws E.--Gasket money-saving alternative to Corrosion-resistant captive Closed-cell,high temperature traditional incandescent and retaining screws secure doo foam-in-place silicone •' I quartz lighting units.It utilizes to housing. gasketing seals optical system. efficient H.I.D.sources and a :; ' (F---Reflector - unique reflector system in a BF.-Reflector compact die-cast housing that Die-cast aluminum housing Unique reflector design gives t is U.L listed for wet locations. is finished in weather-and superior beam efficiency and '' " �_ abrasion-resistant dark bronze clarity. APPLICATION polyester powder coat enamel. G.-Mounting I Durable die-cast aluminum C-Lens Trunnion mount provides housing and sealed optics stability and adjustable aiming. make the Bandit perfect for Tempered glass lens is Knuckle mount(shown in BFBANDR impact-resistant and thermal landscape,sign,facade and shock-resistant. dimensional drawing)allows security lighting. aiming in 9°increments and D--•Socket fits 1/2'NPS covers. 3 5 - 1 7 5 W 4KV pulse-rated medium-base High Pressure Sodium porcelain lamp socket. Metal Halide Mercury Vapor • mosoi LOW WATTAGE SECURITY LIGHT • A O ( p: , .O B O D C D E F Iiiiii _:_digigifilp.:------ 0 lire-a i G 1 - O O O - 1 10' ENERGY DATA 1 254 mm Reactor Ballast Input Watts 35W HPS NPF(46 Watts) I 50W HPS NPF/HPF(58 Watts) DIMENSIONS 1 TRUNNION MOUNTING DETAIL 70W HPS NPF/HPF(82 Watts) I 100W HPS NPF/HPF(118 Watts) 5 3B' 150W HPS NPFMPF(175 Watts) 1-137 mm-1 II _ HI-Reactance Ballast Input Watts .. . . 70W MH HPF 194 Watts/ T' 100W MH HPF(129 Watts) 178 mm 89 mm CWA Ballast Input Watts I .rte. ___ 4 175W MH HPF(210 Watts) 51mam - `„if35 ,mall 1 --- - 10' 1 254 min COOPER LIGHTING • BF BANDIT PHOTO.METRICS 4 Footcandle Table I Select mounting height and read across for footcandle values of each isofootcandle line. 3 Mounting E Height Footcandle Values for s BFt ofootcandle Uses 0 2 A a C 0 E 10' 12.50 6.25 3.12 1.56 0.63 Co"\ 1 1 15' 5.54 2.77 1.39 0.70 0.28 • 20' 3.12 1.56 0.78 0.39 0.16 �C13)�I 0 25' 2.00 1.00 0.50 0.25 0.10 T 1 3 2 1 0 1 2 3 BF-1 HPBF-GL-70-120V-LL 70-Watt HPS 6.300-Lumen pear Lamp 4 Footcandle Table `E Select mounting height and read across f footcandie values of each isofootcandle line. 3 Mounting 0 Height Footcandle Values for BF-2 lsofootcande Linea C 2' A e C D E 10' 12.50 6.25 3.12 1.56 0.63 A 1 15' 5.54 2.77 1.39 0.70 0.28 20' 3.12 1.56 0.78 0.39 0.16 0 25' 2.00 1.00 0.50 0.25 0.10 • t/ 1 3 2 1 0 1 2 3 BF-2 HPBF-GL-150-120V-LL 150-Watt HPS e00-Lumen Clear Lamp .JERING INFORMATION SAMPLE NUMBER:HP8F-GL-70-120V-LL iiII GL /00 pi MEDTTT t�Options (add assx) Accessories (order separately) I I I I I Lamp Type Lein Type Lamp Voltage Lamp Inducted, PEnFaaory-installed internal photeeentrol PE/MT-Reid installed photttcontrol,specify voltage HP.High GL-Glass Wattage 120V LL.Lamp F1.Single Fuse(120 or 277) RSC.Round outlet box cover Pressure 35.35W H-0T.High Included F2.0ouble Fuse(208.240 or 480) TRS0.8/32-Tamper-resistant screwdriver Sodium 50.50W Power MED-ti-Medium TR.Tampet-resistant screws MHdNetal 170.70W Factor Base MH NKS.7/3'0 0.sllpfitter for knuckle mount Halide 100.100W Dual-Tap Lamp WHT.White finish MVdMercury 1150=150W H-MT-High Included GR1f-Graylfinish Vapor 175.175W Power 1V.One top visor Factor 2V-Two horizontal visors Secants Multi Tap 2SV-Two side visors BF.Knudde-Mount I 3V.Three visors(top and two sides) Bandit 4V-Four visors TF.Trunnion-Mount Bandit 1 Catalog Lamp Lamp Ballast Type/ Net Wt. Shipping Number' Wattage Type/Base Power Factor Voltage Mounting (Lbs.) Volume(Cu.Ft.) HPBF-GL-35-120V-LL 351 HPS/Medium Reactor/NPF 120V Knuckle 8 0.55 HPBF-GL-50-120V-LL 501 HPS/Medium Reactor/NPF 120V Knucide B 0.55 HPBF-GL-70-120V-LL 701 HPSAMedium Reactor/NPF 120V Knuckle 9 0.55 HPBF-GL-100-12OV-LL 100 HPSA tedium Reactor/NPF 120V Knuckle 9 0.55 HPBF-GL-150-120V.LL 150 HPS/Medium Reector/NPF 120V Knuckle . 10 0.55 MHBF-GL-7OH-DT-MED-LL 701 MN/Medium HI-ReactJHPF Dual-Tap Knuckle 16 0.55 MHBF-GL-100H-MT-MED-LL 100 MN/Medium Hi-React.MPF Multi Tap Knuckle 16 0.55 MH8F-GL-175H-MT-MED-LL 175 MH/Medium CWA/HPF Multi-Tap Knuckle 16 0.55 M VBF-Gl-50-120V 501 MV/Medlum Reactor/NPF 120V Knuckle 16 0.55 MVBF-GL-100-120V 100 MVIMedlum ReactorlNPF 120V - Knuckle 16 0.55 HPTF.GL-35-128/74.L 351 HPSIMedlum Reactor/NPF 420V" Trunnion B 0.55 HPTF-Gl--50-120VLL 501 HPS/Medium Reactor/NPF 120V Trunnion f1 0.55 )f'TF-GL-70-120V-LL 701 HPS/Medium Reactor/NPF 120V Trunnion 9 0.55 HPTF-GL-100-120V-LL 100 HPS/Medium Reactor/NPF 120V Trunnion 9 0.55 --c-GL-150-120V.LL 150 HPS/Medium Reactor/NPF 120V Thmnion 10 0.55 GL-70H-OTMED-U. 701 Mil/Medium HI-Reect/HPF Dual-Tap Trunnion 16 0.55 . •F.GL-10OH-MIMED-LL 100 MN/Medium HI-React/HPF Multi-Tap Trunnion 16 0.55 MHTF-GL-175H-MT MED-LL 175 MH/Medium CWA/HPF Multi-Tap Trunnion 16 0.55 MVTF-GL-50-12OV 501 MV/Medium Reactor/NPF 120V Trunnion 16 0.55 MVTF-GL-100.120V 100 MVIMedium Reactor/NPF 120V Trunnion 16 0.55 NOTES:'Lamp is included with HPS end MH Meta.'Ow4Tep Whets an 124R77V wired 777V.Multi-Tap Whims are 120 202/24ca77V wired 277V. / NOTE:Spade sdans end Dimensions emblem w change without notice. COOPER Cooper U ting P.O.Box 820824 Vicksburg,MS 39182, 601.638.1522 FAX 601.634:9606 ADH930196 II CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: April 17, 2000 TO: Larry Warren, City Attorney FROM: Lesley Nishihira, Development/Planning SUBJECT: Restrictive Covenant for Kindercare Project Project File No. LUA-99-182, SA-A, ECF As a condition of approval for the above referenced project,the applicant was required to prepare a draft restrictive covenant for our approval (see attached conditions#1 and#2). A draft copy of the applicant's restrictive covenant is attached for your review. At your earliest convenience, please review the document for the appropriate language and format. Comments should be returned to the attention of Elizabeth Higgins. When the exhibits are received, a copy of the document will also be forwarded to Property Services for review of the legal descriptions.. If you have any questions, please contact me at 430-7270. Thank you. CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: April 17, 2000 TO: Sonja Fesser, Property Services FROM: Lesley Nishihira, Development/Planning SUBJECT: Restrictive Covenant for Kindercare Project_ Project File No. LUA-99-182,SA-A, ECF Attached is a copy of the draft restrictive coverant required per conditions#1 and#2 of the project's Site Plan Approval (attached). . Please rJieview the document for the appropriat legal descriptions and return comments to Elizabeth Higgins at your earliest convenience A copy of the document has also been forwarded to the City Attorney for review of the language -nd format. Thank you. • esleY Nishihira- KinderCare-Application JA-99-182 Page 1 From: "Houser, Wade (Deny)" <House q@ballardspahr.com> To: "'lnishihira@ci.renton.wa.us"' <Inishihira@ci.renton.wa.us> Date: 4/14/00 10:14AM Subject: KinderCare-Application#LUA-999-182 Lesley: I am resending the Declaration of Easements attached as a Word file along with my original message. Please let me know if you have any difficulties retrieving this document. Wade. «1 @sp02! DOC>> ORIGINAL MESSAGE: Lesley: Per Elizabeth Higgins' instructions, I am forwarding the attached Declaration of Easements to you for review and approval by the Development Services Division and the Renton City Attorney. This document addresses Conditions No. 1 and 2 (parking and access)on the Administrative Site Plan Review dated February 22, 2000 for the above referenced file. In addition, this document includes sign easement provisions which are not a condition to site plan approval. I will fax the exhibits to you tomorrow. Please contact me with your comments and those of the City Attorney at your earliest convenience. Thank you for your help with this matter. CC: "'jhamm@commercial-development.com"' <jhamm@commercial-development.com>, "mdross@rw w Ilaw.com"' <mdross@rwllaw.com>, "'vblackwell@kindercare.com"'mdro <vblackwelkindercare.com>, "Pidcock,Andrew Li. (Deny)" <Pidcock@ballardspahr.com> Leslev Nishihira- KinderCare-Application 1A-99-182 .__ Page 1„ _ TM From: "Houser,Wade (Deny)" <Houser@ballardspahr.com> To: "'Inishihira@ci.renton.wa.us"'<Ini hihira@ci.renton.wa.us>,jhamm@comercial-development.com <jhamm@ omercial-development.com>, mdross@rwlaw.comm <mdross@rwlaw.com>, "'vblackwell@kindercare.com"' <vblackwell@kindercare.com> Date: 4/13/00 5:02PM Subject: KinderCare-Application#LUA-99-182 Lesley: Per Elizabeth Higgins' instructions, I am forwarding ithe attached Declaration of Easements to you for review and approval by the Development Services Division and the Renton City Attorney. This document addresses Conditions No. 1 and 2 (parking and access) on they Administrative Site Plan Review dated February 22, 2000 for the above referenced file. In addition, this document includes sign easement provisions which are not a condition to site plan approval. I will fax the exhibits to you tomorrow. Please contact me with your comments and those of the City Attorney at your earliest convience. Thank you for your help with this matter. «1@_9021 WPD» Wade A. Houser, Esq. Ballard Spahr Andrews & Ingersoll, LLP 1225 Seventeenth Street, Suite 2300 Denver, CO 80138 Phone: (303)299-7327 Fax: (303)296-3956 houser@balllardspahr.com CC: "Pidcock,Andrew L. (Deny)"<Pidcock@ballardspahr.com> Lesley%Nishihira- Kindercare LUA99-182 _ .___.... _ ._. �_�__ ..._ k___... Pa9e 1; From: Elizabeth Higgins To: Conklin, Janet Date: 4/13/00 4:04PM Subject: Kindercare LUA99-182 Site Plan Approval Conditions: 1 &2 draft parking easements coming from the attorney Lesley will send to Larry Warren & Property Services. #3 Revised Landscape plan is okay, I put in your in basket #4 Fencing- Engineer (Brent Cummings at BRH) says areas are to be fenced. Shown on plan, but hard to read. #5 site lighting clarification coming from the architect(Kathy Balinski, 503-223-8030) I gave the attorney, Wade Houser(303-299-7327),your telephone#-he wants to know they status of the building permit(s). CC: Nishihira, Lesley Lesley Nishihira- Kindercare LUA99-182 Page 1 From: r Elizabeth Higgins To: Watts, Neil Date: 4/13/00 12:22PM Subject: Kindercare LUA99-182 Kindercare is scrambling to get their building permits. They found out they couldn't get them without meeting the conditions of the site plan approval, so I have been working with them. The engineer, Brent Cummings at BRH, told the engineer that Clint Morgan had comments about utility easements they needed to obtain. I can't find those comments to give to the attorneys, so have referred them to you (sorry!). Thanks! PS Lesley will handle the draft easement agreements I have required (parking and access). 4 City of Renton ♦ I Development Services Division 'f N�O 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: April 13, 2000 TO: Wade Houser FROM: Elizabeth Higgins, AICP/ASLA Attorney Senior Planner Development Services Div. Development/Planning Phone: (30,,3) 299-7327 Phone: (425) 430-7382 Fax: (3013) 296-3956 Fax Phone: (425) 430-7300 ISUBJECT: KinderCare Report & Decision I Number of pages including cover sheet: 9 REMARKS: ❑ Original to ❑ Urgent ❑ As ❑ Please ® For your I be mailed Requested Comment review Conditions of approval are on page 7 of the Diecision. Send draft to me if today OR send to Lesley Nishihira (phone 425-430-7270, same fax, email: lnishihira@aci.rentonwa,us) she will make sure it gets reviewed properly. I couldn't find comments regarding utility easements. Please contact Neil Watts at (425-430- 7278) and speak with him about this. Give him the project name & number (Kindercare LUA99- 182). Ahead of the curve U e.��Y ° City of Renton I Development Services Division ��N�o< 1055 South Grady Way, 6ti Floor Renton, WA 98055 Date: April 5, 2000 TO: Philip DePasquale FROM: Elizabeth Higgins, AICP/ASLA Construction Manager Senior Planner Kinder Care Development Services Div. Development/Planning Phone: (503) 872-1462 Phone: (425) 430-7382 Fax: (503) 872-1447 Fax Phone: (425) 430-7300 ISUBJECT: Release of Easement I I Number of pages including cover sheet: 2 REMARKS: ❑ Original to [ Urgent ® As ❑ Please ❑ For your be mailed Requested Comment review II jV 11 I.LJI A. Ahead of the curve City of Rentol! ea—TIN" L+ Development Services Division • rc0< 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: April4, 2000 TO: Philip DePasquale FROM: Elizabeth Higgins, AICP/ASLA Construction Manager Senior Planner Kinder Care Development Services Div. Development/Planning Phone: (503) 872-1462 Phone: (425) 430-7382 Fax: (503) 872-1447 Fax Phone: (425) 430-7300 ISUBJECT: Release of Easement I Number of pages including cover sheet: 5 REMARKS: El Original to E Urgent ® As El Please For your be mailed Requested Comment review tL11LUI11. Ahead of the curve CITY OF RENTON PLANNING/BUILDNG/PUBLIC WORKS MEMORANDUM DATE: March 31, 2000 TO: Dan Clawson, Chair Members of the Ur lities Committee VIA: Mayor Jesse Tanner FROM: Gregg Zimmerman, Administrator G Z Planning/Building/Public Works Department STAFF CONTACT: Dave Christensen, Ext. 7212 Sonja J. Fesser, Ext. 7312 SUBJECT: Release of Easement, RE 99-002 for Exit 7, Inc. (Kindercare) ISSUE: Technical Services has received a request from Exit 7, Inc. (Kindercare) for the release of a city-held utility easement that was reserved via the approval of Street Vacation Ordinance No. 2111 by the City Council in September, 1964. The King County Recording Number for said street vacation ordinance is 20000217001327. See the attached map for the asement location and the property boundary lines. RECOMMENDATION: The Board of Public Works considered and eviewed the petition for release of easement at its March 29,2000 board meeting. These recommendations are as follows: 1. Approve the release of the utility easem nt over lands within the Exit 7,Inc. site, as reserved via Street Vacation Ordinance No. 2111 and recorded under King County Recording No. 20000217001327. 2. Collect the requisite processing fee from the applicant. The staff Tecommends that Utilities Committee recommend concurrence in the Board of Public Works recommendation to grant this release of easement. BACKGROUND: The subject easement was reserved via City of Renton Street'Vacation Ordinance No. 2111, which was approved by the City Council in September, 1964. The ordinance vacated that portion of County Road #34 lying within the southeast quarter of Tract 183 of the plat of C.D. Hillman's Lake Washington Garden of Eden, Division No. 3. The subject e ement, being ten feet in width and centered within the County Rpad right-of-way, was reserved for uti ity and other public"purposes. March 31, 2000 Page 2 For unexplained reasons, this street vacation ordinance was never recorded with King County. This omission went unnoticed until the subject rele se of easement application was subrriitted for review. The Cit' Attorney, appraised of the situatio , confirmed the validity of the street vacation ordinance. However, he advised that said ordinance be ecorded with King County at this time. Said recordation has taken place and the King County recordin number for this ordinance is 20000217001327. At present, Exit 7, Inc., the current owner of the subject property, is seeking the release of the above referenced easement to develop said property located to the northwest of the- intersection of NE 43`d Street and NE 44th Street. The site is currentI'vacant,with plans for a Kindercare facility to be built in the near future. There are no city facilities located within said easement area. The release of the subject easement clears the title of the property of an nnnecessary encumbrance. No public funds were spent in acquiring or maintaining the easement to be released. Therefore,this is a Class "B" release and requires no further compensation other than the processing fee to be paid by the applicant. Class B:All City of Renton easements for which no public funds have been expended in the acquisition, improvement or maintenani e of same or easements originally dedicated or otherwise conveyed to the City by the present petitioner for the release of said easement for which no public expenditures have been made in the acquisition, improvement or maintenance thereof RESEARCH/SURVEY: The proposed release of easement was circulated to various city departments and outside agencies for comments. The following is a summary c f responses received from all concerned parties. In Favor of the Release: Surface Water Utility Waste Water Utility Water Utility Community Services Dept.—Parks Division Transplortation Maintenance Economic Development Fire Prevention Puget Sound Energy Did Not Respond: Development Services— Plan Review Devel pment Services—Current Planning Police Department US W st Communications AT&T Cable CITY ATTORNEY'S COMMENTS: • The City Attorney has no objection to the re ease of this easement. I I:DI V/UTIUDOCS/2000-16I/SJ F:I f RE-99-002 \ SCALE: 1- - 60' L=74.88' 8j R=308.10' / S67., ••1 A. �• / AA LOT 1 n -,a)- i/ / \ s O =N�. . // Z 4. IC.NN 40f 4" W \ • o iri 31.00' L-302.14' • QI +, S88'45 09 E R-318.10' - n 3- IiOT 3 Q2.575'is' z / 138.46' Ito' EASEMENT FOR U ITY / ‘ 1 N88'45'09"W I 'RESERVED BY OTY OF RENTON;THER PUBUC PURPOSES / qv 'ORD. NO 2111 / ,. b 4 \ •• --� 4 / 'o - 45 b / boo, • 7g`2+O�,cSIN w / ,A• / f- 4• / U4 4'' a r" • / �q9 .v4 / �" o _ LOT 2 .- z / ° ' S01'40'27"W 01 / a m•4 9.87' / •, / h a < • ,/ o�. �hAh o ' • _ _ >, 147,49' ,!s • / �i`0 _ - N88.45'09"W • N.E. 43RD STREET • • Portion of the SE '/4 of Section 29,Township 24 North, Range 5 Fast,.W.M. m i •• � - :29 EASEMENT VACATION DESCRIPTION J i -Jr I7 ,-"-st -1TH�T PORTION OF VACATED COUNTY ROAD NO. 34 SUBJECT TO A 10 FOOT ;J S /• • Pr• 76" EASEMENT, BEING 5 FEET ON EACH SIDE OF THE CENTERLINE OF SAID j."_ .!;` NE _1 `I/ COUNTY ROAD NO. 34, PER CITY OF RENTON VACATION ORDINANCE NO. •- - /■�T 2111, LYING IN LOT 3 OF-CITY OF RENTON SHORT PLAT NO 011-87, t. I �� , RECORDED UNDER KING COUNTY RECORDING NO. 8802169005; .- ,...r :. '4..r:� ... 11 PL-J SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON STATE. JAAA I ` 0 cam., Z ' �r J u_ 405 . • _ N 4o1 TI A = ► — VIC:INI•I Y MAI' • /AI 51 , .. �ftf- " - Thomas Bros. M ihti 1 6161/44) Board of Public Works March 29, 2000 lei -18 2-- 50 Page 3 Action: Moved by Christensen, seconded by Gray,to deny request for a deferral of curb, gutter, sidewalks and street paving at 630 Index Ave. N.E. The Board feels the deferred items are needed in this area of the City to allow safe movement of pedestrians and vehicles over the public right- of-ways. MOTION CARRIED. • RELEASE AND PARTIAL RELEASE OF EASEMENT,FRED MEYER,RE 99-001,365 Renton Center Way S.W. - Applicant is requesting the release of a city-held utility easement for water purposes, recorded under King County Recording Number 8905040196. In addition, the applicant is requesting a partial release of another city-held utility easement recorded under King County Recording Number 9501190749. Discussion: Sonja Fesser,Property Services Division, gave a brief presentation. Action: Moved by Meckling,seconded by Christensen,to approve this application and to recommend to the Utilities Committee concurrence in granting the Release of Easement and Partial Release of Easement at Fred Meyer, 365 Renton Center Way S.W., subject to the following conditions: 1) Approve the release of the utilities easement over lands within the Fred Meyer Renton Center site,as recorded under King County Recording No. 8905040196;2) Approve the Partial Release of utilities easement over lands included in the Fred Meyer Renton Center site,as recorded under King County Recording No. 9510090749; and 3) Collect the requisite-processing fee from the applicant. MOTION CARRIED. • RELEASE OF EASEMENT,EXIT 7, INC. (KINDERCARE). Northwest of N.E. 43'a St. and N.E. 44' St.—Applicant is requesting the release of a city held utility easement that was reserved via the approval of Street Vacation Ordinance No. 2111 by the City Council in September 1964. Discussion: The current owner of the subject property is seeking the release of the above-referenced easement to further develop said property located to the northwest of the intersection of N.E.43rd St. and N.E.44th St. The site is currently vacant,with plans for a Kindercare facility to be built in the near future. There are no city facilities located within said easement area. The release of the subject easement clears the title of the property of an unnecessary encumbrance. Action: Moved by Meckling,seconded by Gerber,to approve the release of city-held utility easement, being ten feet in width and centered within the County Road right-of-way, and reserved for utility and other public purposes. The Board will recommend to the Utilities Committee concurrence in granting the • Board of Public Works March 29, 2000 Page 4 Release of Easement, as noted above. This recommendation is subject to the following conditions: 1)Approve the release of the utility easement over lands within the Exit 7, Inc. site, as reserved via Street Vacation Ordinance No. 2111 and recorded under King County Recording No. 20000217001327;and 2) Collect the requisite-processing fee from the applicant. MOTION CARRIED. 4. ADJOURNMENT: Chair Hanson adjourned the meeting at 9:00 a.m. CIT. OF RENTON o • Office of the City Attorney � � Lawrence J.Warren Jesse Tanner,Mayor RECEIVED MEMORANDUM MAR 1 O 2000 CITY OF RENTON PUBLIC WORKS ADMIN. To: Gregg Zimmerman, Administrator,P/B/PW Department From: Lawrence J. Warren, City Attorney Staff Contact: Dave Christensen,Technical Services Sonja Fesser,Technical Services Date: March 9,2000 • Release of Easement,RE-99-002 Subject: Easement Reserved via Street Vacation Ordinance No.2111 (Recorded Under King County Recording No.2000217001327) • I have no objection to the vacation of this easement. • Lawrence J. Warren LJW:as. cc: Jay Covington AS:172.09; • Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (425)255-8678 CITY: y'IF RENTON �::t A.�y NA \ Planning/Building/Public Works Department `r� GreggJesse Tanner,Mayor Zimmerman P.E.,Administrator March 7, 2000 Mr. Brent Cummings Bush, Roed & Hitchings 2009 Minor Avenue East Seattle, WA 98102 SUBJECT: Kindercare Learning Center Project No. LUA-99-182,SA-A,ECF Dear Mr. Cummings: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on either the ERC determination nor the Administrative Site Plan Review. This decision is final and application for the appropriately required permits may proceed. The applicant must compl'with all ERC Mitigation Measures and Site Plan Conditions of Approval. If you have any questions, please feel free to contact me at(425)430-7382. For the Environmental Review Committee, . /?44.zi—Z,b/Cic--”-f--"ft-7 Elizabeth Hggins,AICP Senior Planner cc: Exi 7, Inc./Owners Mr. Phil Depasquale/Kindercare FINAL I TR 1055 South Grady WaY-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiii iiiiiiiiiiii On the Z�day of vvL.o- , 2000, I deposited in the mails of the United States, a sealed envelope contining'ge £ beCASImr\ documents. This information was sent to: Name Representing ze r='Uvfiehs auJ tkCV —1 MAk �1� iasq uct_ Kw`d�r III (Signature of Sender) 5(LM. u... STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that C' cl-/Lk ^ QPi signed this instrument and acknowled9ed it to be his/her/their free and voluntary act for theOuses and purposes mentioned in the instrument. Dated:r71Q 1 CQ 2G©0 MARILYN KAMCHEFF ; Notary P�blic in nd for the State of Was • ton NOTARY PUBLIC - Notary (Print) STATE OF WASHINGTON My appointmeMARVI KCAMCIHFFF T COMMISSION EXPIRES ; MYAPPOi ffMENTEXPIRES:6-29.03 JUNE 29 2003 • - Project Name: `<W\d.urCaYe_ oa van vka\ \Jone� Project Number) LUR , 9,9 • 162, S\-Y NOTARY2.DOC • ADMINISTRATIVE SITE PLAN REVIEW CITY OF RENTON REPORT AND DECISION FEBRUARY 22, 2000 APPLICATION NO.: LUA-99-182, SA-A, ECF PROPERTY OWNER: Jerry Burtenshaw Exit 7, Inc. APPLICANT: Philip De(PIasquale KinderCare CONTACT PERSON: Brent Cummings Bush, Roed & Hitchings PROJECT (NAME: KinderCa a Learning Center r LOCATION: 1795 NE 44th Street SUMMARY OF REQUEST: The proposed project would allow construction of a children's day care center, the KinderCare Learning Center, in a partially developed shopping center in northeast Renton. The site is adjacent to the City of Newcastle. The proposed one-story building would be approximately 9,221 square feet and would be located on a leased portion of an approximately 1.58 acre site. The east facade of the proposed building, which would not have the main entrance, but would face the public street, would have windows, doors and modulations so that the building would not"turn its back" on what may be considered a gateway to the city. A ten (10)foot landscaped setback is required along NE 44th Street. Perimeter landscaping has been proposed that would eventually form a screen around the play areas. Play areas would be fenced. Extensive outdoor play areas have been designated and designed for different age groups. A double row of retaining walls would step down from the existing grade along NE 44th Street. A setback variance may be required if walls are more than forty-eight (48) ADMINISTRATIVE SITE PLAN REPOR"i a uECISION KINDERCARE LEARNING,,TER/LUA-99-182,SA-A,ECF February 22,2000 Page 2 of 8 inches in height within the setback area along NE 44th Street. A separate building permit would also be required for all retaining walls greater than 48" in height. Parking would abut the building on the leased site and additional parking will be available outside of the lease area within the shopping center. The shopping center has two access points that would be utilized for this project, one to the north, at NE 44th Street, and one to the south, at NE 43rd Street. A variety of uses have been developed in the shopping area, including drive-up restaurant, professional offices, and services. The app icant has calculated the need for 28 parking stalls for the day care facility. There would be 31 on-site stalls provided. The proposal requires Environmental Review, Administrative Site Plan Approval, and possibly a variance from setback regulations. Type of Land Use Action xi( Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade& Fill Administrative Code Determination 1 II. Exhibits The following exhibits are entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Site Plan (Received December 22, 1999). Exhibit No. 3: Grading Plan (Received January 14, 2000). Exhibit No. 4: Storm Drainage Plan (Received January 14, 2000). Exhibit No. 5: Schematic Utility Plan (Received January 14, 2000). Exhibit No. 6: Drawing L-1, Landscape Plan (Received January 14, 2000). Exhibit No. 7: Building Elevations (Received December 22, 1999). ADMINISTRATIVE SITE PLAN REPOR'. KINDERCARE LEARNING�LNTER/LUA-99-182,SA-A,ECF February 22,2000 Page 3 of 8 Exhibit No. 8: Vicinity Map (Received December 22, 1999). Exhibit No. 9: City of Renton Zoning Map III. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200, "Site Plan Review' of the Renton Municipal Code, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: A. Conformance with the Comprehensive Plan, its elements and policies; The intent of the Comprehensive Plan designation of Employment Area is to, "...ensure that Renton will have adequate reserves of land as one tool in its economic development efforts. Adequate land is necessary to attract new businesses in an effort to expand and diversify the employment base." The proposed project would be in an area designated in the Comprehensive Plan as Employment Area—Commercial (EA-C). The objective of the EA-C is to provide for commercial uses requiring large amoi1nts of land and/or high visibility outside of Centers and the Center Downtown areas. As a support activity for employers and employees, a day care center would be appropriately located in the EA-C designated area. B. Conformance with existing land use regulations; The intent of the Commercial Arterial (CA) Zone is to provide suitable environments for commercial development. Day care centers, as support activities for employees of commercial businesses, are allowed outright in the CA Zone. There is no minimum lot size, lot width, or lot depth in the CA Zone. The allowable lot coverage for buildings is 65 percent. This project would have a lot coverage, by the building, of approximately 13.4 percenit. There is a ten foot landscaped setback required from NE 44th Street, a collector road. Staff recommends that the applicant revise the site landscape plan to show the required landscaping along the entire frontage of the parcel at NE 44th Street. This revised plan shall be subject to staff review and Administrative approval prior to issuance of the building permit. Side and rear yard setback requirements would only apply if the site abutted a residential zone to the west nor south, which it does not. The maximum building height is 50 feet. The building as proposed would be 21 feet. Landscaping and irrigation are required. A landscaping plan, for only that portion of the site to be developed for the day care facility, has been submitted. No landscaping of the parking area has been proposed. The irrigation system would be a design-build project. The parking requirement is one (1) stall for every employee and 2 loading spaces within 100 feet of the main entrance for every 25 clients of the program. The applicant indicates there would be 15 employees and 160 clients. This would result in a total of 27 8 stalls required. The site plan indicates 17 stalls available (including 2 ADA accessible spaces) abutting the building, with another 29 spaces available elsewhere, but within the property boundaries ADMINISTRATIVE SITE PLAN REPOR1 .,ECISION KINDERCARE LEARNING��,41TER/LUA-99-182,SA-A,ECF February 22,2000 Page 4 of 8 Only a portion of the property would be leased from the owner for this use, therefore a copy of the recorded lease agreement showing the boundaries of the leased area that includes the required parking must be submitted to the city prior to the issuance of building permits, or a separate Joint Parking Agreement, approved by the City of Renton Attorney, must be recorded that indicates that required parking spaces are available on the unleased portion of the property. If shared parking is used to meet the parking requirement for this use, it cannot also be used to meet the parking requirements of other, previous, site plan approvals, nor can it be used for other, future, site plan approvals unless it meets the criteria for Joint Use Parking Facilities (RMC 4-4-080E3). The backup area for the parking abutting the building extends across the property line, to they west, onto the adjacent lot. Likewise, the maneuver area for parking to the west has extended across the property line onto what is now the proposed KinderCare property. In addition, access to the shopping center must be shared with other lots, therefore, an easement agreement or agreements will be necessary for a shared access (driveway off NE 43rd PI), backup/maneuver area for the abutting parking (west of KinderCare building), and use of driveway at the north (off NE 44th Street). C. Mitigation of impacts to surrounding properties and uses; The site layout would not negatively impact surrounding uses. The twenty-one (21) foot high proposed building would have a stucco-like finish and neutral color similar to that of they existing buildings in the shopping center. The existing buildings are one-story in height with peaked rooflines. Therefore the proposed project is compatible in scale with the existing buildings in the shopping center. The proposal would provide perimeter landscaping around the day care site to buffer the use from existing and proposed off-site uses. No excessive generation of nuisance (noise, odors, dust) is anticipated to occur from this development. Regardless, normal noise levels from a use such of this should not negatively impact the area due to its commercial nature. D. Mitigation of impacts of the proposed site plan to the site; The site is currently vacant, with grass and weeds as cover. This parcel is the remaining undeveloped portion of the existing shopping area. The parcel is located closest to the road, at one of the "gateways"to the City of Renton. The development of the site by KinderCare would improve its appearance. Perimeter landscaping of the building site has been proposed, although staff recommends extending landscaping to include the entire parcel. E. Conservation of area-wide property values; The proposed addition should increase the value of the existing property, and thereby possibly have a positive influence on area-wide property values. ADMINISTRATIVE SITE PLAN REPOR'i u DECISION KINDERCARE LEARNING umNTER/LUA-99-182,SA-A,ECF February 22,2000 Page 5 of 8 F. Safety and efficiency of vehicle and pedestrian circulation; Thei proposal would provide a pedestrian walkway between traffic areas and building entrances. There would be a new sidewalk connection from the building and on site sidewalk to the existing public sidewalk along NE 43`d Street. Pedestrian circulation, other than from parked vehicles, would be minimal on the site. Some of the outdoor play areas are indicated to be fenced. Staff recommends that all outdoor play areas be fenced. G. Provision of adequate light and air; No blocking of light or air would occur with this proposal. Additional street lighting in the public right-of-way is required. A site lighting plan will be required to illustrate type and amount of lighting around the building exterior. H. Mitigation of noise, odors and other harmful or unhealthy conditions; Nol high levels of noise beyond what would be normal for a day care center are anticipated. There would not be odors or other harmful or unhealthy conditions generated by this use. I. Availability of public services and facilities to accommodate the proposed use; Adequate services and facilities exist to accommodate the proposal. J. Prevention of neighborhood deterioration and blight. Development of the site for this use would result in a building with landscaping. No deterioration or blight would be expected to occur. K. Provision of adequate and safe vehicular circulation and access. Adequate and safe vehicular access to and from all areas of the property would be provided. Ingress and egress points would be limited to two, one at the north and one at the south portion of the property. Easement agreements with abutting property owners would be necessary for access and parking area backup/ maneuver space. L. Employment of signage primarily for the purpose of identification. Signage would meet required code and permit requirements. M. Aquifer Protection Area (APA): No applicable. N. Hazardous Waste Treatment and Storage Facilities: No applicable. ADMINISTRATIVE SITE PLAN REPORT&DECISION KINDERCARE LEARNING cENTER/LUA-99-182,SA-A,ECF February 22,2000 Page 6 of 8 IV. FINDINGS, CONCLUSIONS, AND DECISION Having reviewed the written record in the matter, the City now makes and enters the following: A. FINDINGS 1. The Applicant, Philip DePasquale of KinderCare, has requested Site Plan Approval for construction of a 9,221 sf building Ijor a new KinderCare Learning Center that would be located in an existing shopping center. 2. The applicant's file containing the application, the 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. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), a Determination of Non-Significance with Mitigation (DNS-M) was issued for the subject proposal on February 8, 2000. 4. I The 14 day SEPA Determination appeal period ended on February 18, 2000. 5. The following mitigation conditions'were requested by the Environmental Review Committee: a. Traffic mitigation fees for this piroposed development will be required. Fees are $75.00 for each net new average daily (weekday) trip and are calculated based on gross square footage of the new building (9,221 sf) and the standards of the ITE manual. The number of net new trips has been calculated at 254.1. The Traffic Mitigation Fee is payable prior to issuance of building permits. b. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of$0.52 per sf. The Fire Mitigation Fee is payable prior to issuance of building permits. c. The applicant shall follow the recommendations of the geotechnical report, "Geotechnical Engineering Exploration and Analysis," Giles Engineering Associates, Inc., December 17, 1999. 6. I Plans for the proposal have been reviewed by all City departments affected by the impact of this proposal. 7. 1 The subject proposal is consistent with the Comprehensive Plan designation of Employment Area- Commercial. 8. I The site plan as presented, complies with the zoning requirements and development standards of the Commercial Arterial (CA) Zone. 9. j The subject site was annexed into the city on 04/19/00 (Ord. 1823). 1 JJ 1,7 ADMINISTRATIVE SITE PLAN REPC DECISION KINDERCARE LEARNT ENTER/LUA-99-182,SA-A,ECF February 22,2000 Page 7 of 8 10. Land uses surrounding the subject site include: North: Commercial; East: City of Newcastle; South: Commercial, light industrial, church, and West: Commercial. The vicinity map was entered as Exhibit No. 8. 11.The applicant's site plan complies with the requirements for information for site plan review. B. CONCLUSIONS: 1. The subject proposal complies with the policies and codes of the City of Renton. 2. The proposal complies with the Comprehensive Plan designation of Employment Area-Commercial and the zoning of Commercial Arterial. C. DECISION: The site plan for the KinderCare Learning Facility, File No. LUA-99-182, SA-A, ECF is app oved subject to the following conditions: Conditions: 1. The applicant shall provide to the Development Services Division a copy of the recorded lease agreement showing the boundaries of the leased area that include the required parking. This lease, or a separate Joint Parking Agreement, must be approved by the Development Services Division and the City Attorney prior to the issuance of building permits. 2. The applicant, prior to issuance of building permits, shall provide to the Development Services Division a copy of an easement agreement or agreements, approved by the Development Services Division and the City Attorney, for a shared access (driveway off NE 43 PI), backup/maneuver area for the abutting parking (west of KinderCare • building), and use of driveway at the north (off NE 44th Street). 3. The applicant shall provide a revised landscape plan, with the construction o .10-r--- documents prior to issuance of building permits, that indicates landscaping will be provided on the ten (10)foot setback area along NE 44`h Street for the entire legal parcel. Existing landscaping, if present, may be incorporated into the revised landscaping plan. 4. The applicant shall revise the site plans to show limits of proposed fencing. Fencing shall be incorporated into the plans to enclose all outdoor play areas. Revised plans shell be subject to the approval of the.bevelopment Services Division prior to issuance "'�'� of building permits. rttut CS imoro- 5. The applicant shall provide a lighting plan subject to the approval of the Development r`-4`4 • - Services Division prior to issuance of building permits. ADMINISTRATIVE SITE PLAN REPOR i'tsi uECISION KINDERCARE LEARNING CENTER/LUA-99-182,SA-A,ECF February 22,2000 Page 8 of 8 SIGNATURES: aa- or.) JJnn/son,Zoning Administrator date t� TRANSMITTED this 22nd day of February, 2000 to the owner: Jerry Burtenshaw Exitl7, Inc. 1500—114th Avenue SE,#105 Bellevue,WA 98004 TRANSMITTED this 22nd day of February, 2000 to the applicant: Philip DePasquale KinderCare Learning Facility 650 NE Holladay, Suite 1400 Po land, OR 97232 TRANSMITTED this 22nd day of February, 2000 to the following: Larry Meckling,Building Official C.Duffy,Fire prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal Appeal Process Appeals of this administrative land use decision [RCW 43.21.0075(3), WAC 197-11-680] must be filed in writing on or before 5:00 PM March 6, 2000. If no appeals are filed by this date, the administrative site plan approval will become final. Appeals must be filed in writing together with the required $ 5.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. BUSH, ROED & HITCHINGS, INC. SPECIAL DELIVERY Civil Engineers/Land Surveyors BRH 2O09 Minor Ave. E. METHOD SERVICE Seattle,WA 98102-3513 METHOD Courier 2 (206)323-4144 (800)935-0508 (206)323-7135 FAX DATE: February 18, 2000 www.brhinc.com PROJECT# 99275.04 TO( CITY OF KEN70N Kindercare #1655, Benton, WA - Permit ( Benton City Hall - 6th Floor coordination. ( 1055 S. Grady Way ( Kenton, WA 95055 ATTENTION: Elizabeth Higgins, AICP Your reference- LUA-99-182, ECF, SA-A WE ARE SENDING BY SPECIAL DELIVERY THE FOLLOWING ITEMS: ® Prints El Copy of Letter ❑ Proposal ❑Supplemental Service Agreement El Description ❑ COPIES DATE DESCRIPTION 2 Printed Grading Plan (Sheet 4, blueline) 2 2/15/00 Details & Sections (Sheet 8, blueline) • THIS IS TRANSMITTED AS CHECKED BELOW: For IMMEDIATE delivery ❑ Review and comment ❑ For your information El For your approval ❑ Execution & return El For your use ❑As requested ❑ REMARKS AND INSTRUCTIONS In response to your fax dated 2/15/00 regarding the t 1issing sheet 8 of 9. First let me clarify that there are 10 civil sheets. I sheet was added after the cross refererlice was placed on sheet 4 and was never updated. 5o I have enclosed 2 copies of sheet 4 of 10 and 8 of 10. Sheet 8 has cross sections through the retaining wall. cc I Signed: Brent D. Cummings, PE Assistant Engineering Department M ager brentc@brhinc.com • ..... cliyquI RECEND • . • JAN 3 1 2000 $ • , -Nr• 2 Z '91 1 ' .... . .. . .,...^<„ 0:::%•772.110,- ' , BUILDING DIVISION . :i.fl...Aj 0 .,,,...„,.. :...,, „ ..4.,. ,:t.',..„., ....', •-.---.,,,.•,:, \, \ ,, , c.---NN , . - 2'i i I i 7------ . ,..--,.:-'" fi,, .E ''''''-'%'0. • \ - s‘ `,- N'.- •,f ''''''• \'' -••• f ---- '''''Y.,"'il 2.4 ic.:-------."'"`"-----'-'------ ''''' ‘'.,\ ' N, \ -11.,,EV •c?.. s''..-,--,%' '''- ,vt•.,• ruto Pig 4•37.3V s"' A i . -r:-: A• ,,,,,,,,,, . . ., % ,..,. ••-,,'•,,„ 'N'f',r 1., A ',„•9\,... 1i \ / ,) .,/ ,--- --s...1.1?1'---'-'•<<;.,' -' ' ''''''''i• ,.. 1, s, ,\* : SITE GRAPHIC SCALE ,. / '''„ ,/, 71x4:4--- -,...,‹•‘,...._\, '. .."--- s,,...i,' -••.\\, \ -.\ \_ - . lir I • 1 - ,,i/i 1 ' / ';'-• '1,-••••••.,. -•--...--::,:;,..,,,,:s,:',„1 ',,'"\\-4......V4,....co' . \ % ',, 1 . . .... "..m.m," p 4......,,vrsz: 1 / '---s, -.,..1#5,,s,x.\.$. \ ‘5' . ' 6'. c,.,..,) . g LIJ 6 VICINITY MAP I Z ix %Ig.\ft;'',.• 74Tr 444 / / :147 ,e)'1.'''',..,-. \ . 1. 'k.'N>\\,,,, '.'' ...44••••.64 << .."--1,,ITE-11, •- ------''',..a.-! --- 'SNNS'' 71-- • 5, '\'33:‘\',4, ' \ Z,,"... -,,,,•::-> ,1••.• s '." 'N •\ 'k \\ LEGENG TAX PARCEL NO: • • a.w TAX PARCEL NO.: Ug il 8 1 I gl 1.;;-___.______ % , '4.&..b RETAINING WAU. vas.= 334330-1141-02 • \ W CD fi' k Iti 1-,,c2,„p___- \ C_-_-:-.. N13.,..17 14 ! . '. , \‘‘.14. '\ . \ \ ..... NB BABA& (-5 z NEW ASPHALT HORIZONTAL DANA.BASED ON CITY OF a R ci ... LA..rAsTArENT , '.1•,. 2..i„...:Acc.i.zsteeo3..334 \ _____I, 1-, ), !V6'''625:74,P"-\ \$-• \:',.'. '‘)R.31431 0' ., \ • ‘.• RENTON(WAND SO)DATUM. REFER TO CITY OF ' ) I I NEW CONCRETE [...E1 RENTON SHORT PLAT NO 011-87,RECORD NO. / i 1 1 ' , _. ,,,,,,e , ,\..•\,. 2 ;143g;.- B802169005,'V,- I'l _,--21--„„ ,.,Ei i/.:-------• ) '., \,• '4. '%' i ‘ .i's,,. ', ' VERTICAL DATUM:BASED ON CITY OF RENTON (NAVD 88)DATUM. CITY BENCHMARK NO. ,• pg17 //,•_„ c. •• .-••- • . n, •,,,, v ‘,. .,,,,,„ , 1834:FOUND 3/Er BRONZE PLUG 16111 A PUNCH MARK ON A CONC.POST MONUMENT i L -(---- ---- // ', ,34. \ ,•'.., , . 1 .1: '', . i ` i'3:6i.i.'3,6'`, DOWN 0.5 IN A MONUMENT CASE AT THE INTERSECTION OF N.E 43RD STREET&JONES Pz i'L ''' L--- ---\---- ------ .- -:."),,.11 il (/,11,/,-.,,..,:-a. .., °,•.'\'''''',..: '',:\ '.\'• \ '. ''-'''r'T:\‘' AVENUE N.E. ELEVATION 4.4 37.44 2 _ ,‘,1 1 ''', i 1/1 i &,, g; ..,,,,,c.,:..,-,) 1.., • .. '''':' ' •-% -i" 'I ' )MAI DESCRIPTION \ .-*.: 1._ '''', --- ,, ; ,, ,I,1 03 \310E moo, DI. '' • ': I .' ‘ DESCRIPTION: • LOT 3,my OF RENTON SHORT PLAT NO. , ___..,F_ I .4 , 1 i, / :/ 0 film , : -1'• ' ,• ; - • \i.: i_ . .. . 1 1 011-417.RECORDED UNDER RECORDING NO.81302169005,IN KING COUNTY. 'i r.....Z 2. 00 . E.., w .41 .. • I 1._.v,L1 " 'L. El,.1 . --'1:714- ••,,'' ----..--1 I 1Y ( -IT ' 8 s-,--.1--- . 't LI.' ;MI I / pp '',7. ',I ' N,"'• - ,' '-,•,,,,','.\ ,-.--,, \. 1 0,1r.,....' \ '',:,,,-”--... ••,' \ -4,- 1- %, \'' "' \ \ WASHINGTON. TOTAL SQUARE FOOTAPF OF SITE- ra- AREA:SITE AS SHOWN .444.„.L.1 F • 2 -2H‘'4L- tf 1 1 i .k4tro- 1 ..-Ii°.-/ ''''" ' '" 1- ' ' ' o , , .., ,. • ,;;‘,, • \s,s, :. \ CONTAINS 68,610 SQUARE FEET OR 1.58 ACRES,MORE OR LESS. 1 C...)1...1 .• i i i ..2 ____i \ 2 s •,"' 'i I it ! 1 1 ' I I i r N884509 W rro,-, / ,, ,\:•• 'f...„ , \ 1, -A ,\ ..9, ,, GQ.FOOTAGE OF PROPOSED BUILDING: 5 le t i• i i r A rx or cox i U. fir-gx,"ppopERIT I '',* - ' •.,.' ..' 1 ------4 , , ,..?,I=.4.4' ,,-. 4.J' x x-146.19. x--,..x x x xl-x x-x.,4 ,. ..p.,IIRWP.. . I t i , 5 r TOTAL: 9.221 SO.FT. (BUILDING HAS ONLY CNE FLOOR) 13.474 OF TOTAL SITE'''' 1\--r-----. .17,s179A0, • Ar.,:-& ....1,CAT\_ i 1,,,,,,,,,,oW //1 •.:•,:::,\.,,'f.,:i, ,,,,\ I'S. ‘'c.,51,. \I ._=._ 7.---. \--.-___-4. - • .•-...'•-:A._ :' --,...c--)t cf ,/ j . .. - \ T ,, A IMPERVIOUS/PERVIOUS CALCULATIONS EXIST.SITE PROPOSED SITE Nr„:1:,c,-At ,-.,,I i -1---P.°, ,, ..,,..„,, 7....,, '.,•, ,,•-. ,, • 1 \,, '\ 'X \ .4 A- • 1 .I • 4___ , ,".,.. . . ,,,..,..„::,•. ,?...,:„., ,,,..t.„ . • ..,. . , .0,...\-k.',. . \ PERNOUS AREA 45,373 SO R. 22,2137 SO.R. ILVERVICUS.AREA-23.237-50.-FT. 46.323 SCA-FT. El i 4"---- . \ \ ' 'r it., ,,...-,,.., ,..,,,,,,,,,, -.4,,..44.,..- ,.'.,r.t.:-.;;.,-fr.t ,?.., l-r,. 'i ,,,.; ‘,.1.A, ', '\-a ,ANOSCAPING: BUILDING SETBACKS: Or' Li -0- ___-_-_, - , gi. ,,,,,,,,,,..,I, .fir"'''4:NW."'%,-;--":TA /P / ...-,-, ' 1 ,', I, t 1,. -,. 1.6 g= . ' -/-. , ":'''"'' .. -,,,,,i4„';!!,, 5,,',4,.4.17,1*,..,:fr•,:.:/...,...,,,:..,,,,,C. • ,', .1 ; "1 \c• TOTAL-4,464 so.R. REQUINES SETBACKS. 10'LANDSCAPE DoNDERCARE LEASE RANGEL) BUFFFJ4(E.&S.PRCPERTY LINES) I..---„_.:...,1_ \4, EX... 0-TZT. -$ .''1 ji` 1'Itt,4',$riY4 i't, 14;);,T&. lg.4,10.54, inIT.4.d,73'.'44R04:,.$30j.::M)'1":".4, \ '' I I--4--- --- -c--,,i. .I'M'A'''' l'filV"Ik0i0;01 \\\ ‘ BUILDING HEIGHT: PRCNOSED SETBACKS: P .!I: i.d _ L___ 4_,,,L,_ ___ ---=:-.-- _ 1 1 ' 3,i' ',..' '.''4-4.. •13 .ta,',g,<,,,,t2z...,,,:,,,,,•;-.•4,•,44iN.4.'',4,4•,-/.., . , •: ;64'-oe• II 1 - ---- :-- - - -- ,.-J.,,,!'..:ANNINitZa'. :"ii,,`.',•''''1,.7e-,':''t11,*-4,V ' ''',i'. tr.1.1,1" , , ,.. , \I;I -..,„ 4 i, ----- _ .LOWABLE HIOGHT: 50TY lo.LANDScARE EPJFFER(E PROP.UNE PROPOSED HEIGHT: 21.0' PARKING SPACES: le LANDSCAPE BUFFER(5,PROP.LINE NO.OF STALLS REQUIRED BY CODE: 12.8 STALLS FOR 16D CUENTS ' • ' % . 70,... • • p. ,.`".2 ,1'. i'r.: i 1 1 / .4, y v ••••ixq. •1131\ .. . III 15 STALLS FOR EMPLOYEES / 6'C' ,..,:aff‘ , ,,fa 4:,.. ! 1 , / tj , , .,.'-.- i'. . ta...,--\ .; , 27.8 STALLS TOTAL(WITHIN 100 PROPOSED g ,(7, \ i .r.,,yk,VkIT1-. '..-, .1. .1,r;,E,2,,I;1, , ADA ACCESSIBLE STALLS 2 p § _._C). F:>,73:,- 54 / .,-,_ -' .1044‘,40 ',..1,, • 8' i,'''fie,,,,l''''. COMPACT STALLS 08'691 4 fie- KINDERCARE 1 / ; r-2:,,,.4.. . k7:„„4,-1-kr. 1 I STANDARD STALLS(20.91 9 JI3K1NDERcARE VAN SPACES(20'.12-) . I lifil _ .:1,,,---11 i3,•t„., 1 1 , --)i / ,/q,,,• 4".•. • !, ER:g; ,- ,-: 1 / , . ..h...-.P..... LANOStAPE SIR1P ', 747\/,‘.,, / 1:4k? f.,'444f • : r ,:. i T ,,, ri.` , TOT.NO.STALLS PROPOSED: EXISTING PARKING SpACES IN 17 STALLS ..g\' ' .4 r I 4. c•-4/.8 4."...i .r , 00 t /'.,.4 i / 4e. ,,,keig,., ... [ :,'.1, i , I. li I ADJACENT LOT(81THN 1001 '31 STALLS TOTAL PROPOSED K INC ST ,4: • g ,.____.,„_. _...„_.1.___.1_ .1___1_1. i"wfvor- '. .47-1-TroqT2; ', / 4 h,-. A' i •,,, .,--?-k'' • I -;.'1, T i 1 q. SHEET INDEX: kgB W ..1,' ••,'',4..''''it.... :.;..!..,-L,..•..' N'eviiA' . 1,„din2,g11 r'''''; ; )/ L...,,,S /.... / igli .344.,1 . ;441,! V ! p. SITE PLAN 1 OF 10 w a EROSION CONTROL PLAN 2 OF 10 .'' .'. Sart 1 1 1 1 r ; \ ,,,,, A-71. /§',/ x-,,a 1 i ,;.444. ..,,...,:;‘,; i 1,, i w $•., ;5';;pz,' EROSION CONTROL NOTES&MAILS 3 OF 10 1 • ..-,,:!..fi/ _._K erriamm - I. ', , / .N,o. I °'/I, "'A,' ... .',',..-.. Pi 'It q I GRADING pLAN 4 or 10 SEwER pLAN&pROFILE(110111 AVE.) 5 OF 10 • :TO P4ti!C : ''. '.' , :,..:'.i ,, ' ,,L./ V / , ' , T,SE.:&,,.,I - ,'' !0•,...____,..i.. t-•: 47,,,g'SI 1 WA S/ As%..r 4/1 I .4.,,,„..,„.-. 1.J.1 LANgSC STRIP/ ,, i;i • I .7.e A • r ..../ , ,, SEwER PLAN&PROF STOMA DRAINAGE PLAN WATER PLAN 8 OF 10 7 OF 10 8 EC 10 .1. A__.....ey, 'fir"''.1, ''.V.;,' I , Pi 1 / ' / I i .":4Nk. • ', ii § ...i'. 1 on.....&sECTICNS 9 OF 10 . NOTES 10 OF 10 V 4 -"' '-'k I'.,..'1'''' ...''. I '.:::'417'^''11.'•tajdVelAW:4 10.5...:(. • ; I :I 1 "I ! ;A,'".- ,I --8 ta,„2-1...N. .. .:-;..;Likin..14-;ftv. ,-.43,:;,..:v ,--,rair*"" • -',° i ' ., i‘ :A ,,g•• , 0,,o.oo_ • ..., 0....t.zifk.,.., ...,,,/,,, ,,,. 11;.01.1249,1''--', .•W.' :ota,:,-f40-,--,41 Al Eim..1F.F._._;26,. 2:_ _0 --J1-j1,..7, -S,,,' . .,.::',.',...,:.,,1-- _.,%....,,,..":',.'...5..V.,7',..4-0",,,,;,?./4,....,./..1,-,f,t,f,....,...,4,(...,,,I...- -- ' ''', .-1'4I.-''''ckiM 4..,t,: :li:f..141474../4-g,,, ; :. •„ii i ,9 i:.Tr\PC 71' i ___ ____ _ _3-- ••.,...Ey.-,;/-,-,,, -.-: ••„---. •..-.4. ..,:...'..'.% , ',,,411' MI" IC: ,N....'''''''''-.*%4;44,,:,,,, treVA:.1th lt. `j..1 '' '''''''' "" I' •• tt,,,.11111ff . 1, .. , • 6.5P1, 4'''''''11‘ CHECKED FOR COMPLI • -""' '"..-...n- al -1-r-- _ ..,/ • re..o,r--r mai:•- •-• \ 1 :..;',,..‹... ,r,f, "g. I 99273.00 TO CITY STANDARD Dote W2 0.1. riN.,,,....,... BUSH, ROED & HITCHINGS, INC. am. 7.73:„„.,..., .....,. ...._._,_...r.r..z7.. .,.. . ..--,,,,,a, : __ .- -,. _ ____,.._27',..121.- ' Rrt.i4-7-.T.t-"•-• 1.-,---i. 1:- -..1.. "-p-----`,... :•,:f•'; ; ;.--,, / o 2 St Q ro.....i CpAL ENGINEERS&LAND SURVEYORS Dato v°18 -..-.--14-:‘,...44 ••,I. :• :".i.J.,::.S.:'- ' •'•• '••ARM:"... --',2 ea°""94- Alt,'.-' ':In .....Z,,,.....'", -''''''' •.1 7 '--1 ',' .-'-'7', 4 .* ......... ,,,,,,, .asomilma . .romitgalsies----,-------2,--t .,.Ji.,.--aa_r3'7,,,,Lirfetil".,7- , T 113Rti 4t°7114""" .itgalLie,,t'ai nce '' SET six EsdouriRK: I 1, I 1 11 g , . .1-------' '-.:----fJ-.. ._-f `...'1' ''--• SE,___ , 5E 11\99773 Vord.dwg • • • • • S 9 SE 1/4SEC. 29., T 24N, R 5E, W.M. \•,(7.-,,, I 4,11:r P\I If is- i --r'''' -:--- ....- 's-.-- *:\'N,..Al7F-,7, --'A, -\\. , l'I IA V 71 . 1 •1 i I, . 7 7•N.,.. 3.16ts ., ..le:\-. ‘v 0. \ 1 ' ''. `..4. V...71'.—•-•.. . 1 ' ‘.\ •\ ts1.8: 1 ,a . .9.,,,,Th7 ...s.‘•, / ---.._ ..,..-•:,.., .,...,- ....k,\,, „......„.„..„4,.... ,„..,.. ,.,.. , 4,, ,,,..:.., „ A ",‘„,,,sv \- ;-, „,„...... ..-,., _„t._/, „ • ,t4=it.t..1 Ic.f ir—/ \ \,,,. i i P- .."04.\„„:`<;,...Z\N\ s.' ,,, \,,' ..i\-:,\ .\ , 4,,,_ . ., 41, "\ ' \ \ _ will! 1 ir 1,.____Z \ 61, , \\s, , / •.. \..\\:\ e.k.\ \;•,,, \,,,,,,...7\ i, i • ‘x`bik•-• \. ,s GRAPHIC SCALE . ' Z 111.7.. It: 1\00 \ 4--..., \ s---•-• i , --, !,, • .4. - ‘.''-:'• g a La (rl \ 1 ' "Z°171%)10r.,7"'V,,,sf A-• ,..s s 4,..---. \ ... ... . .5 _ice • 1,'• Ik !yr'r,'".4'1\\-\\.\,, \\12.316.10. \ \ \ . . . alalanIRIa) I I i '''''''' % .___,,,,. - •N-... , 1.-t/.5.54'..e,s,,.% % \ 13,„ (Moss) Q-< .,,,,,O p, p ‘ //(-,e-.? `‘\,.. '',..,` rrIgne•\ \'. .1,-, ‘ 4, ,..... . 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L_____., • 1 \ ' ,7-- 4.2 rtne.rd', i.:0 4{411... , , 4. , .7. ,....... .. . k , s_kf,.. k \ . • ,..).-,‘,.t/A4, \SE•S' %\\' 1'5" . j', OTERBAS,ED...7701.0.TyrroF0F.F.T.TONzr(9.N.RAV::ptA8/MTD.A0.TUM. ,,I„t \\ 1I III4. .RI •, Zt . . .,„-. , . :. .,,...,. . .V....1../°. , ,./.`\' • lk. n,,., t '. if, ti \ ,...> \ '-‘,. ." R E T \ ..\ s t .*1;30a.,!ii,..pe,;ii-,6.-, ' ..'.: ':: ZPIZ4 A 11, • . „„,,...., At,-,. , VERTICAL DATUM tFII I I ".s6 ' -g Ir.:,..-... - '...'IL.'./r.:. .:',J, • . . • .% ,,,)..,„ , le., 1.1,..,,,,e4,..m.,11.,i;c4,11-P,,,,,%14.6•Pu,-.,' `.,:',• t'..4.•:,..,',',.'\.. ..., 'i.'ir, ..,.:i.‘i , BASED ON COY OF RENTCN(NAVE,so DAWN. 1 \ .Re#,Z3r3140178 , \ 41, i" ii•Tin-larbTe•'7,"?.j.' ,71.'`',-"r"''"Hk;;I:'."-:!W;:er. ,. '''.'"•_i7.,'..,i. • I \ .. .i.le \ an.BENCHMARK NO.Met FOUND 3/r BRONZE PU.A1 I-------I.--7/—._ Ci-----------\ NMI A NEN LIARK Ca A CCNC.POST MDNUmENT _ ........ IIM gh i L____ I , -.-____ -f-s... - • 44,./.12,4:2.411, q7-.1.1''''',AS-!/i.".I:',1.'./:',4:3!-.11:::7-.t.',./o....:,tar: '07,1 ' V2 1 I ' -r-.- - . ,.,,_,..„ .__1 .•_2•__,L_: •- --,:1-1"IVI')9)''. ''' .°V-1 ,11\----— ----,--------.._-- .—s,,,,'- --.. : . ..:3Z.7itnCt.;07%-='.. '-:,•;-. • ,...n. .i'S',".:i".7.:i.,O.'.../;' .., . .4( 't*Py e V• '. .•'llyt ; it,.- -P-71:1r.:."0.171.--t'iWAI0741',Iiimstamkiit • \ ' 1 1 DONN ON Di A MONUMENT CASE AT TIE RoctracGTION OF NE 43RD=CET a 30NES AVENUE NE ELEVABON.37.44 q UF . .5...... Y7.f. .... .. ...p ).,..40,7,A / ..,,.„ / .1.A.‘,. ..' e4. '...' .1 114 1 I 1 \ I /1 ID / i' iiity • ' ', c,,‘ 1 1 CUTAILL QUANTITIES • • \<• C). i `. ,,i,f•,;':,' *rj 1, 1 1 1 -1-- ) s N v. . . .,.,. • , • ‘, , , ,..). ......_, .:,-4t,... .. , \ , ,,,_.,...., ,. .,-. , 1., , / 404':•l'. • 1 . ! I le! 4.125cy OJT Ocy FILL 'IF' 1 PROPPSED KlvDER AREn,1 4' )i ... •, ..,..1. • TW-54."1 • 1'.',1,1 -.:•-1 i. 1 '...F.n 48.15 '. "" ' '" •''''. ''it.75.8% .3.,,t i.,. ,,.it,. .' ilk'KL ,,, 1 , , ...„77$1. 24..." lip- .0, i. LEGEND. i ••4\) / /,,,_, ° `41„0,*'-1,,,,?:', ''' "d',1'-..t" (L4_1...I /t, v i p 24:i"iiiiiiti 1:SEEI 1sHEI iET 81 OF 9 PAWS.STALLS PROPOSED ASPHALT = LOT 2 ,„,..,. ..,:P:,.- 2,- , •WAIRp if '.1....-- PER REC.NO 813041.4271, TC / / •I.To '/2:&.1 /...,,,..1 PAVING SEDDON ABOVE 0 I • e . --- ,-.714,44.00 11 trzi,e,,,. •P.'7' i \/ , / / SO, , '4,1,..,..-rival -§:"..° ..... '", A t:".:4,,‘ //'•',// ':,,j, '....1- I. :/k, 1 =• ' 2.,'9 * CONGRE1E r.':',"'."1 I ( /' \"'•*1 / 45 %idl /.•44:1: 1 ki III 1 DOSSING CONTOUR -—FM-- . n'l 11,/ i . 0 I gl 1/ D TGRDE A` -----/4- /do / --li: IC -•,-.4rw .ir i , IVING SPOA ' --'"---- "i, /1 t A510 *-1 4 ' •-i' I , ..(5,..,. ::1W.95.00; , PROPOSED SPOT GRADE NILO- lip i 1 S. At/vv.,-sos•W 4,..` t/ 4Jatunio t h.• I I:- s i s. til g 1-STORT WOOD-FRAME BUIDDIC 4:. ' 1 I• .. 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Dais_ 31Q .- -..... • i -• .L , s , i , 1 ...-9SA t \'".•.' s'is.' % .,....- , ''' `••••. `k 7i, ,..../r./.sE ....s...-...-: ow.oicutozfts a totio SURVEYORS pot._ i.' , ,„1.--------_ • \ TAOL ST MSS ,.71:=•J-----.,,, L s- VON , cp.,....tos, ..yysa... .......,.....,,e,..., =ME= .Wf WE;r1.11q11,-- ,pat.7,1-11. -5 iel 1 ______•-:_-,, A' . _ 1'"" ?2 J .' ,1_AO._ ____t=:::-.=1.,L --....,_. -RT'--, _R.es Oast t -----' r Did ..- '..- ',.. \ 1 ,. i BRI4 '''''•"" E-..:r aVagglaa Y w. - i 5 i U:\99273\Cqrd.RoR • 8 -- 4SFQ 294,,, .,24Nr R 5E, • r I `j MT SR ETTORIAK Na '1. z , ,=1 4-� ti tiNs... . y♦•\ 1 I \\ •x�Q7$' l1WWIj I I— —,,,4 .satyr .. •• \� / ` :.\`7 (�a I ) K- saMUM eAMR mov+`ov, ys` .,R-31e.1o'\: - mi CRAPHIc SCALE Q W r -,. -- ' __ v G—zei5'ols" �� �oM1 � 4z- m' oz nc 1 __ I _ R • ./r-- rt=ezxi ce _ 1i ei.`oal mi v'I�4iwavo Faun \ �', .i i:a°$e'1 1 1-- - I \• 9 ; s I ___L__ • ry _ oo.. a_nax r 4 p 11 — — u4 � \'�� VArail • ,F.[zz.7 d : I -- 13a5e• _SAS Lora,�ug " °oe1(w) i -�• R /,•. n \��,, Y C..1Qi g 1--- w CR054NGI1 ' ��1 }�gd 1.�IE-39.]BIQI _:• •QS; / , 1 2.(11.11011)-41.50 7.or.(1zm)-a.zs , ," :S'i ::: '^ / ce } �� I PER REG Styx x(� ate ;.( u 71 s l ----POKE 1 �Y r :'ii .:..' •z'•:.� E.,a9tl• \`��. 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IAa YIN.CM) / /�/ r / ggi 3 4 , 1Is 1 (Du • .,•,zrw ix. rz ) / / / C,•ad1.o / .I 1 .er ��i I o�c ait 3 1-STORY eocc-FRAME BUILDING 1 1 I. o f t TON.(try , IEioii�_ ¢I ). k ...i','Rn.L�_ /' / It: I1 RAISE TE-,L25"1 �I 1 .Ib./ ..a'- %"--.rAz 10,. ,1) t / „ • / ' ' F.k I IfrV i� pluc er/ • / ./. t.5] • fOR CROSSING INFO-�`) 1 111 �� / r LL'.es'C11(.. _• / • �4 a 1 i .;��5 I SEE SNEE 110 tlH ➢ •=e.ac rO xL.M.tr,—�1.3SF/ .;/ 11 - ,1g I • I 4 �T .,�..'- _ _�,��. .'-.•�— ^: �� / � 4 ixG�i1.11 /e��Fi N Z ' ig N�1' 1?i '� 1 1/ xieG `sty � � � i�� CHECKED70 CITY STANDARDSNCE + �$ aeis` I S rJle A�1R 1 1�!! . a•5,51 �/ 99273.00 0.1.— E.3.,zI.: - • : „•„•z.•�. BUSH, ROED & HRCHINCS, INC. _ Dal. .... rz-w of 4 .rf ._-, _ _ -- ,/x, r.a ENCDxFETtS LAND SURVEYORS Dale mxi a.c I 4.n * p _ ¢-,vnte.yl IW /�� ,« 9 uEa VAT, .9 Y ;c. �� A,..•.... rt-� ivx,•.� -__=____e i .. °g'+�ss'm"°2n"I.a,e BRI"a '"m-'""'"" o-l.�rko�. a"�'i' g oro. '�>/ems°"' "' -a°e i 5s • • • • i S .. SE 1/4SEC. 29., T 24N, R 5E, W.M. GRAPHIC SCALE s . . . . . . .7.J i - • - - ..m. .....m. 1- 11 i 1 Net.NI&I . m'1,41.-.1F,E4eV,, ..- P4/54.44`,4 N. I ... z -.flip tie,- i a . r.1,0$''' ,1--•'-'''''--,i-• ' a. i:,414•', ;,--';' 1, 1 icg sz:.;44.-4.- --• ..,*i.i••••, f :.:71-;:;......-,••_2._.... • ,,,,,.• _.. _ •• •ict* . 1 Li< • ••-... •.. !'st;',-h•• •••:41: t .i. I ,...,;4!• • :: ;„ D ix t 7z,- lif .••': i L., . r-_:77"7":-.'.."..‘.7:.T.'".T:nt.9.4:-----.-.-1-= , . ,.-....-- • •''^.. - 5 VICINITY MAP, . Z „ , 'PT- - - , , py....L. .,"'"- ..: • `1°I---1: !.1 I .'., 'NI . 4,-.&,."*-Z,,.. ';':.:,..c.‘"..* '.., I TAX PARCEL NO: • .- I ' '"' •• -'. ''''' '' ' '`..•': .I •• TAY PARCEL NO, ' ' 331330-1141-02 V) ..........'4""1:E.F1I'" •.--.,- .-----.1k '77'7- ' ' DAUM I -.•-•:••••• •-•.• 1 / 4•......., 7,•'..-, ,;;;''' HORIZONTAL DATUM:BASED ON CITY Cr • .'.---0.7- NA • S. - s ‘• RENTON(MASS 58)DATUM. REFER TO OTT OF I l'"*::f4. RENTON SHORT FIAT No.oil-B74 RECORD NO. 1 I I 114I,S. v. ' ., e .. ., ii I ri-W.F....f.--• .....;% • :vv.=\..\ •• •-•,t•', \ ' 193021/39005. • VERTICAL DATUM BASED ON OTT OF RENTON ' LOT! (HAW BA)DATUM. OTT BENCHMARK NO. Z cti ! ! 1/139:FOUND va-BRONZE PLUG WIN A op 4. 4.9 PUNCH MARK ON A CONC.POST MONUMENT „i I i 4 i DOWN 0S.IN A MONUMENT CASE AT THE . ,1 . ; 1 11! INIERSECTION OF NZ 43RD STREET&JCNES Z L3 •I i I.,; ._ !ir-kr---I— - ' II:I i I AVENUE N.E. ELEVATION w 37.44 r. Fe: .... I _ I I.; !4 , !Tr- 4',':\ 1.1 ';',‘\ LESALOESCRIEDAL il . -,- 1 1 - l• ..-.. ', .1. (2—:—.. , ., DESCRIPIION: LOT 3.CITY OF RENTON SNORT PLAT NO. • i .1 011-874 RECORDED UNDER IN 1 1: I, II i, I , ___. "•• -- - p!stm-• . ... ......,-,.,.:,,. v• ,‘ —; , RECORDING NO.BBC/216900S,IN KING COUNTY. WASHINGTON. II ig , , , , , 1:i ! ---tz: •-- ,,,..12E ,-,, )1 • .. , TOTAL SQUARE FOOTAGE OF SITE: ., _ I ,1 11 - 41.11.. .i r.,.,,,' .K,4,.• . \i,‘.....‘ Vt.:A 1‘,. ,--1 __..1__,i_r_t:f•Ff-'7. pil., ,,d?:.•;.iiii zw,;„,-:,:N.:- era-% . \ :i% , AREA:SITE AS SHOWN CONTAINS 13&1310 SQUARE FEET i . -... — . OR 1.5a ACRES,MORE OR LESS. p SO. FOOTAGE OF PROPOSED BUILDING: III-0 , , -4 !cht.,-,-,--=-,------::-IP--.-•... --1.1.11tOf • /,,.,..- • ) ,. 1 „..--- 111.1:41 4°. Rili ,v. -4- ' 1..PP.-45.1a „g':' / fy.gi,„,„ '• i:.:ti4 •,,! TOTAL: 9.221 SO.FT. (BUILDING NAS ONLY ONE FLOOR) 13.4%OF TOTAL STE •,<OP. , ,14,.. . , 17-, / ilM '.. II ,I, i',1 NPERMOUS/PERMOUS CALCULATIONS I --- 1 fl 111,1mi .' / I.,-1( 11 :1 • LOT 2 East SITE PROPOSED SIM el-esio ,i,.,..i --•:,. ,f ,,..,, itt-no-„•,,, „Lig • , PERMOUS AREA 45.373 SO.FT. 22.287 SO.FT. IMPERVIOUS AREA 23.237 SO.FT. .15,323 SO.Ft L.. '!!r, . ' •••'- A53"."ql•- ' • ''',••'••-- ,i'ms., • , J ,•%1 iii' 4,41 ,'•••1.,' vi• . • ..:: , ' 1' •`"-77'<i'F,' 'i'4, .'"rx"--1 !! • i . . ...... LANDSCAPING: BUILDING SETBACKS: ,--' ' *V .,-...............f.. :,';',, ..... 1 ,•14 kr...-7.,,..?...,,,,v3. 1:'3"' 4."' 1 i A I. REWIRED SETBACKS: 10.LANDSCAPE A04'' 41, -...le •""ziP. V.airify il 4 •,$ ii ,,,.. &- \.... ‘4177..• , ,„,„,,,,,.,,,..,,,„. 1,.:!..,.".•# .tr,,,....)i...p15; - li ; li .101i,i! TOTAL w 1.464 SO.FT. OLINDERCARE LEASE PARCEL) BUFFER(E.&S.PROPERlY LINES) l• 1 E 4. ,'•:::i.,-,..,:',... ..?- ,",-•,17,",• •••.k,,. 7.17...r-'''' ''.1......,,,w 2 Rug ma HEIGHT: PROPOSED stroAc.xs: --:-.1 . ALLOWABLE IFEiCHT: 50.e 10*LANDSCAPE BUFFER(E.PROP.LINE) .-------:•:i.7..:'.=4••••-14--I-..J--e,--.,- T-1;:4...:,4:.- --,r-.11N11.1;/.51 Mil .0.2effik"------'- _-•=-7-'-'-r 'r—r-- _L'' --4.Pfflr, :I PRCPOSED HEIGHT: 21.0' Il.LANDSCAPE BUFFER(S.PROP.UNE) 1 1 4,)1,11-.Ta.1.14;;;;;LAMJ;;,:„ZZI .:=:-!'.`7 '-• , - ,triz i..;•.77-4-f7.7- .:-..-:-.,-, -.-':-..•. -"-,....11«-•.... ...., PARKING SPACES: 1 •J'I _ ---r-...- ...— ---.- -— .--.....•_""....__r_.. ....5!.____,.- ..7.'.......-' - . i.. ..._____.__ Iiii...---_,•-'-'7,-.:::....,---.-Li.-..%--.7:_-_-71.7-SIF., ._&`... =72.=---21 ...EEO1(.0- NI.N.. ' -...'''...-..-.:-i NO.OF STALLS REQUIRED BY COOL. 12.0 STALLS FOR 150 CLIENTS 15 STALLS FOR EMPLOYEES 275 STALLS TOTAL(RATIOS 1001 • I; _-,.,7 ,„,...-„....:4z..-..N.r4.......„;:.NAL....1-,•;,,,..,,,,...;„........ .--.,,....,,...--- •-,...C....472-- .: .- T.r 11S-.F4e,2 2 .:44:- 2.44-4,.-,........-1073!...-.'-n!rt:1' .:...... -..-±-riP'f-7....-_..Y.1-:',11'.4.N'.1'__,.._._t;.-,4;01::------•r----•'•-•3.-7 ' '‘:". ADA ACLtSSIBLE STALLS COMPACT STALLS(15'‘.9) 4 STANDARD STALLS(20.e9) 9 ,t i KINDERCARE VAN SPACES(20.1412.) _2_4 TOTAL.NO.STALLS PROPOSED: IT STALLS II EXISTING PARKING SPACES IN 4 ADJACENT LOT(WINN IW) T31 STALLS TOTAL PROPOSED • • SITE PLAN _ -.5.,t1 _ = __ ________ __SCALE:--1 =407- ___ _____ ________ ___ _ ___ _ -7 i SEAL ,f- .t, 1,74.,,, MD 4i 'NAL ‘•-' %ow,* —; — J 99273.00 'CHECKED FOR COMPLIANCE TO CITY STANDARDS BUSH, ROED a HITCHINGS. INC. Dole:_ • CIVIL ENGINEERS It LAND SURVEYORS Dale_ 19311 111401,1 AK DV 4.121_:23111 i t . BRH ro1,1`,477-* g Sc I 1.1:\99273Vgrd.dwq .. . ...__---..._-- IIIMMIMII v(� PLANTING LEGEND • 10 Ak.. --{ o wYAsfY1D WT...SI.Ip-1/ ket A.el/ >. MULV ••i6Llr we/ ARCHITECTS O \ / p n-rraaAmnov/ n — I �,� p o -� \ 1.11,114 i 0.'.'_..,aI 6-: -_ _a 1.of o I O�O - . �:O.y 4 lid,..,o../ - _ -1�'�:.04� �y � 0,,:,o. 01y �KKFF AR OF MIAOW .II: P :v r :el:: `1'. = Eng I 9,y F :IIm � ~• ' • . I° _ _ _ ______________1_ i .0 o o. .I:i--7:71- .- .- . -8:9::' Y• wnwam raalr.i ....... N. ou•wwwx. • KINDERCARE a ( - - CENTER#1658 .Id ST.1 MAW. N.E. 43RD STREET \' GENERAL NOTES: LANDSCAPE PLAN • , -----L�NDSG P� FLAN /^ i A,�,To� /I�. S.IOR RJT(ItliW METIER MC O 10'20' 40' 80' eusArx WEaasre m-m. SCALE: I°=2O'-O° NORTH" •,tom,•'ei—v YR!'t-.TPY-3^T`1'3 1-11,1 - L-1 . . . z, d d Q O CI) O _ T . Sam iffemol MR.A.HUM Rut .:}•.;...;.y.l.;.:.Y,.;...:;i .. ;�:y�::.:;;..n..,.:.y.�.,�....y.t.v.,.,,5,;.;:,Y;...;...y.:1..;sr:.�. {...}..},' r:..{...} }:...;..,{...};.}.::.:: ;.;{.;.:....:.,f OMER KinderCareD ND :v.•{:. .:.,:..2...:•�,:s.„...t:: ..•'' .::fr.. ..,1}..1...{...}: ;. ,.:. { v} Iva aamRrAmA T• r 1 A �- ❑ ❑ I ❑ , Oman YaD AMULVI 4lCIII N■ ADIIODI .. .--EiMm 1 1— Rd -� -� -r -� OSOUTH ELEVATION 1100.1�� KUMMALE,M J ► "` `— �_ SOLE 3/16.-F-0. /^� p p • 0 `J T..... ,a)O n m�wo�r O a 5:4 T r uAw vDn Rama SEE SPECS ;..}••••:r.j�.f.v.:.Yj.,....r..F:r..>'�" BOOT ••••�::..{::.:is •::•'::ti:::.:1. • • • • =DR 6'PVC RM-VANT TO _ . :I,: -:: i- } :,Y,. I y:.{...I.;. ,..{' tA5O1 YA1CN DS j..n' \ ..:.. ,..;.:.•... ,..,..:...>;..., i:...: .t..y_ '. { :.t..,.....�..1..1.1..:.L..;..;. \ .,.::y:.,{.......z • ,-:.a..;.i.t:.3.:.,.t• � �'"A�� • r Mot I 'I�■�■■ MD oo•mr Roma _ et_, I -t ■■ SEE A--1..STFOR DOtN O T LOCATIONS- _ L■ HS r:0: Loin BE P\�COSID CH PUYOtWROS 111 I! i e O WLS I LLLVA IIUN- E O DOWNSPOUT DETAIL SCALE 3/16'-1•-0• /fit\ SCALE 3/16'-1'-0- Q T O® EOM frOWICKOom.sa Raw FHA Au O 0 .....:.a.;.:.:..:..:..,.:`1;:";.`.,..j.. ....................... 1141! FYJFRIOR COI OR SCHFIIUI F •:{} ..r } •}••:•••S } :. ...•;.•:•••;•;:v:•;{:, L A� RBERCASS SRMESc ORES-CMANO DAgmDr II llII _ r ;•••} -ESTATE OUT • • j I•� I _ t.: ........ • • • • • Rot VENT: DM a-COAiNO MIGRATED JIr. ('{-p LIE-^- LI^( f • • S�$• •s. TM RIDGE NAr 1 • •' Y ,:4•:•: Z :^• =i' • v4 ! .T T \.. '.. �. nZ[J.....,,,..,,..:.. rt �.n #.; nra011N` MOOR uAaxa CLEAR :'�Z:r��.s�.3" .••. j r-rA M'IDOA IRATE& %HIE tw oscer MOOD EXTERIOR TRIM SUM CO MO-PEWTER ■ 2 HMV woo• EXTERIOR DOM. OHAMIT METAL WORK a MOM SW/ID03-STUCCO GREr1 ADc1o4MX 4.----- I ❑mom■ma I .....4ip4 BOUM CORDOVA TAN '�_ F'1 �"'"^'"^T� IIECE .TONS sum-minim 1® 1 I��R FRONT DOOR a S uTTIERS SN/1375-BLACK SAKE O4EAST ELEVATION .�DM MID•"'a. HUARD e0YP09TE SdN0 SW'2003-STUCCO°DGE SCALE:3/16'-1•-0- O © A w, 2.1 0 0 TbQM•m ...:. . T T . TC15:Moo� WIDITaI ))n•-r A D•Mw.XAm LG Im¢ _ __Y rM110 N•IIi MrM i 1 IHM v .:::.:�:1.;.�. .!:;...y...y:.v.4.:..j:w.y...t:.:.:�.:;...;.'{:.j I::.t....` �fIAYlAri '.:::;•.... _ { {.;.,,.. . . . . . . . IaNDERCARE . , �.Y:. .;,. ��:' :� .{. .���. . : ,.v;.,.,,...,.:,,�j.,:;::.Y{..;I CEPfiER#1658 odMillaRa • • {• :.}.;. ::}.•:?.;v.j•.v... • RNLI mdl :..i:..r:.,4., :,.y.. :��tw.v.y•. :}..• }.,..;.:.:r......t,�n..•.•' IAMTA •..: .,.. ..,.....;�..;..::...... � IMF {.:.:� \ : ;_,• }:.} ; {.:r::.} . r ..,.•. ° :...• _ lock�r ELEVATIONS ' _1.1 .El EN ........_......, --,1 .—=:=iii m, 11.17r.. rimimp. .........—b-r....--. .mm, aO rASG KANN MX WHOM HNC • NORTH ELEVATIO IET.R. N�IW m rNnaD Qo 40 U • O SCALE 3/16•-1•-0- 99273-00 '1 of 1 MRENs NEId0012H000 um.PM NWDERCAPE 1EARRVIC CENTER LA,TRSET:MYAP - Rie,let 11/18/99 De.. °VT. n,.vAro. ..06 ,CT,m ,,".; I Vo . LAKE WASHINGTON b "' =' N� �` SH RELA DS o.- <,h ',.,_' a_ •1 - G5ill N O e • Ir • l O <q mph ° f®R �. = s �' T °i-�d ^ e 1 k iYgsy m 4 7. �� iN • NS D8 p s.Rcif A]I 4." '.J\ �a7 1: •�`;• j, ,;O f ^ \ VG.ici I �. Ne.I•'n'.i' x // • ice/ T � �ilei i 1` I ''•',`�00 4/ • tom^ �•I�: - o I;:... rk • tg-mro'+ Ia-$I G. ,Dp _ �_O Gam, _- _ . - - •' --_Z mTER$TAT£`.eY1y ,oI - a a rip • P� �K r ;- N J fr ? :X,; ' • X[ tI ®� i krfYaT 'cS o. /,rf\ ', h -• ? rr ,� "'^ JONES •AVE � N..E. a Dd� +� y : ::.Fn II W , 1t 3 O'' ; ii.--11•1 I• ;I'� q_�FIN - I.-- �4' .. ..., 2 i %- = F JD 1 to L. I 1 8 = i s �''' `_�ix, _�V` Sa 9 E� 4 N € iG l"/ 4 Ii �GP �' �Gr� • N a -3'S'3AV 41011 . 11S VWr9'N.. G'.3.5'Q1_ - a I�: 00 ® _- Icy,: D, id -.i rn 8 1,4 Z I , a I .c_3 r -i:: , 0 maDR..c * 'rn -f to a � . , 5. .^e I rt a IZI _ .'E ie q A - j 12-I N I2y°.+, C rn 5. .3 @, a ? A. ', I to `�2 ;.IIITHr PL. SE. . ___ �',1 , Y ; °I � °- • .„ a�ee_ ,,, ewAYCi'.,"t'aRYYrtn(`u..`-.Td/f„_...S 112TH AVE. SE. '''1'G�� -1,'- I/I22TTH 'AVE..- .e'S.E."**0 y,4p .. II II.e _- 1i,-,a,". -•�„ .113TH AVE SE y-'�'r- 1 Q' .8' -.- maw III e ' - - •s• „R4 - -•- -- - + Ge a i dT E� .-..,, ii F.:1 ; rspI! P 1.: riT El9e¢ IV;''l Iw, : � ''•IISTH AVE•.SE ',',I1 „ ti_e I •-�•-•-•-'•II6TM•-•:•AVE_.-.gE.-.-.-._:I ; a E. ';' �._.- -.-.-.-.-.-.- II6T14-,'--.AVE -•-• e` ,i , o i ®F rb 1` q� `sy H0/ONII I II- A ° a < 3: _ , a lit 1, Y Z 4 �,,,M.. � . ^Q - II •' D m m.KQ a _' NEIGHBORHOOD DETAIL MAP 0.cr, w°s e.a KINDERCARE LEARNING CENTER `44 BUSH, ROED & HITCHINGS, INC. ,....?o ' ( ° CIVIL ENGINEERS A LAND SURVEYORS �'� }�.�i Io ;'o 1 1717 N.E. 44th STREET iiI 1,%A.E.uST °02OTD • SEAL _ $. „,, Arn%w,.An°.., 1-eaD-D.s-asos • 'Do `h O n S BRH 98102-35I3 E-Wr'°Yi:°Rif.T.W wC CO, �,.-0'"n .pµ Ef' RENTON WASHINGTON ..xw e, I ^.•.,„^„- I F •rvi?=A rlii'.a43i;;j 4*ng :;`�Cm�';FZ�7. a`v,�.+,:>::. _ �ti,'I 1Y 'f,y :1 - . S ,'64th""St u ' ` . SE 6 - - SE 65thS '" - SE 65th S -- — \ rj.3 Q.:), — -1 11 r • _ _ j, :.' . r- f SE 6 -- . 1 SE 68tin *--N ...,....:::,.._.......,...._____ : __ -, i, 4\ co —'1 a -, SE 72nd St. __� l-- _ ill 8 \ NE 50th St. ; A cf) ii NE148i St. SE 76th St. w SE 76th Pl. ( CA SE 77th Pl. S 77th Pl ... , .-i U /t — SE 78t1 SE 80th St. -ll S: NE 43th Pl . r. _ rA R-1 fl C4 • 32 T?.4N RSE E 1/2o cl: 0• ZONING B4 i:aaoo ♦�+ 'P/B/PW.TPC@IICALSERVICES 29 T24N R5E E 1/2 [ ti ADMINISTRATIVE SITE PLAN REVIEW CITY OF RENTON REPORT AND DECISION FEBRUARY 22, 2000 CCNCURRE CE DATE ola �� APPLICATION NO.: LUA-99-182, SA-A, ECF • PROPERTY OWNER: Jerry Burenshaw Exit 7, Inca. APPLICANT: Philip De(Pasquale KinderCa e CONTACT PERSON: Brent Cummings Bush, Rod & Hitchings PROJECT NAME: KinderCa a Learning Center LOCATION: 1717 NE 44th Street SUMMARY OF REQUEST: The proposed project would allow construction of a children'day care center, the KinderCare Learning Center, 9 a partially developed shopping center in northeast Renton. The site is adjacent to the City of Newcastl . The prop sed one-story building would be approximately 9,221 sq I are feet and would be located on a leased portion o an approximately 1.58 acre site. The east agade of the proposed building, which would not have the ain entrance, but would face the public street, would haye windows, doors and modulations so that the building v'rould not"turn its back" on what may be considered a gateway to the city. A ten (10)foot landscaped setback is required along NE 44th Street. Perimeter landscaping has been proposed that would eventually form a screen around the play areas. Play areas would be fenced. Extensive outdoor play areas have been designated and designed for different age groups. A double row of retaining walls would step down from the existing rade along NE 44th Street. A setback variance may be required if walls are more than forty-eight (48) w_. c) City of Renton Development Services Division 41 _ O 1055 South Grady Way, 6t Fir .r'NT ! Renton, WA 98055 Date: February 18, 2000 TO: Brent Cummings FROM: Elizabeth Higgins, Sr. Planner Bush, Roed & Hitchings, Inc. Development Services Div. Development/Planning Phone: (206) 323-4144 Phone: (425) 430-7382 Fax: (2016) 323-7135 Fax Phone: (425) 430-7300 SUBJECT: Plan sheet numbering I Number of pages including cover sheet: 1� REMARKS: ❑ Original to [ Urgent ❑ As ❑ Please ►Z1 For your be mailed Requested Comment review We are trying to approve the site plan for the Kindercare. I have a question about the sheet numbering. There is a reference on the grading plan that says "See Sheet 8 of 9" — I have the following sheets (but no sheet 8 of 9): 1 of 10 site plan 4 of 9 grading plan 6 of 9 storm drainage plan 1 of 1 schematic utility plan 1 of 1 neighborhood detail map DD-1 floor plan A-4.1 elevations L-1 landscape plan Please provide some clarification. Thank yod! Ahead of the curve BUSH, ROED & HITCHINGS, INC. SPECIAL DELIVERY Civil Engineers/Land Surveyors BRH 2O09 Minor Ave. E. METHOD SERVICE Seattle,WA 98102-3513 Courier 2 Hr. (206)323-4144 (800)935-0508 (206)323-7135 FAX DATE: February 9, 2000 www.brhinc.com PROJECT# 99273.04 TO( CITY OF R'ENTON Kindercare #1655, Renton, WA ( Renton City Hall - 6th Floor ( 1055 S. Grady Way ( Renton, WA 98055 ATTENTION: Elizabeth Higgins, A/CP Your reference - LUA-99-182, ECF, SA-A WE ARE SENDING BY SPECIAL DELIVERY THE FOLLOWING ITEMS: ® Prints ❑ Copy of Letter ❑ Proposal ❑Supplemental Service Agreement ❑ Description ❑ COPIES DATE DESCRIPTION 1 - Print showing the parking IayoLt for the shopping center THIS IS TRANSMITTED AS CHECKED BELOW: ® For IMMEDIATEi delivery ii Review and comment ® For your information ® For your approval ❑ Execution & return ® For your use ®As requested 0 REMARKS AND INSTRUCTIONS This plan was supplied by the property manager for the shopping center. It appears the site is over parked and therefore the new Kindercare should not pose a problem, but I will leave that to your determination. Please let me know if you need additional information. cc Signed: Brent D. Cummings, PE Assistant Engineering Department Ma ger brentc@brhinc.com • • LEGEND LEGEND: PROPOSED ASPHALT A/C ASPHALTIC/CONCRETE PAVING SECTION ABOVE CB CATCH BASIN 6"C.C. CONCRETE CURB CONCRETE r j 12"C.G. CONCRETE GUTTER ��r� CMP CORRUGATED METAL PIPE EXISTING CONTOUR - - ��/ - - • 2"DEC. DECIDUOUS TREE O Co DIP DUCTILE IRON PIPE EXISTING .SPOT GRADE •\• EC ELECTRICAL CONDUIT EJB ELECTRICAL ,UNCTION BOX PROPOSED SPOT GRADE N45.15 EV ELECTRICAL VAULT Ell FIRE HYDRANT RIDGE LINE . ---R -—— LP LIGHT POLE (P) PAINT STRIPE LOCATION PROPOSED CONTOUR 45 PL'S PLANTER OR PLANTINGS PVC POLY VINYL CHLORIDE PIPE (R) RECORD DRAWING SD STORM DRAIN UNE ' LEGEND SDMH STORM DRAIN MANHOLE • SS SANITARY SEWER UNE PROPOSED BUILDING E EOM SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE LIMITS OF WORK a 1181 ® ISE ME MI TC TELEPHONE CONDUIT • FILTER FABRIC FENCE X X W WATER MAIN OR UNE ' WMH WATER MANHOLE TEMPORARY • • • • • wv WATER VALVE •�••••••••• • CONSTRUCTION ENTRANCE �•�•� 44. • • • • • • CATCH BASIN FILTER 0 EXIST. SPOT GRADE a�� x LEGEND EXIST. CONTOUR GRADE RETAINING WALL Nomommists NEW ASPHALT N4grif ,x • NEW CONCRETE -677617 .. I,f • • JAN 14 200 • • • ':, BUILDiNO . .. . . . . _. .. . L..3 6 ki/C2,11 tt.-SS _ _____ 1 1 1 1 x r VO-UANk f • _ ______ .____./....•( ___ i _ _Wr W __. • , ,,• , U e,ervi. L- sici._ ic cicA, curV cA-Fr . . , , , . . .. . _ . . .._ . . . . -- .. . . - . . . ... _ . . . .. _ • 1 , . 1 . . 1 1 . _ . - 1 --:'- ''''..•-' , . _ •• _ i -- —4----. - ......_ - .:, • - t : 1 1 .,.. ,. . : i . .s. - • . - - , . _ . • ____..__.__._____ I . 1 . . . . , . . . .. . . ; . . . •. •‘1 ., . . . . ,. . .. .. . _ . . . .. . . . . . . . . . . . • . .. . . . .. . • . . . . . . . .. . ...... . . . . . . .. . . .• . . . .. . .. . . . . . . .. . . ... ., . . . . . . . . . . . I .. . .. .. ..[. . . . . . .. .. . : . . • y , p CITY F RENTON • _i Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 3, 2000. 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 February 1, 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED KINDERCARE LEARNING CENTER LUA-99-182,SA-A,ECF The proposed project would allow construction of a KinderCare Learning Center in northeast Renton. The proposal requires Environmental Review and Administrative Site Plan Approval. The proposed building is approximately 9,221 square feet that will be built on a 1.85 acre site. Location: 1717 NE 44th Street. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 21, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal procbss 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, Elizabeth Higgins, AICP Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Eric Swenson, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy • agencyltrl 1055 South Grady Way-Renton, Washington 98055 . ®This paper contains 50%recycled material,20%post consumer ' • • al\,..1 (111t111M1 ! (1111N !mamma , • • • ENVIRON ENTAL DETERMINATION POSTED TO NOTIFY INTERE TED PERSONS OF AN ENVIRONMENTAL ACTION • PROJECT NAME: KINDERCARE EARNING CENTER ; PROJECT NUMBER: LUA•99-182, -A,ECF N The proposed project would allow con traction of a KinderCare Learning Center in northeast Renton. ew proposal requires Environmental i and Administrative e en e. T7rbuild ng sapproimately 9,21 squarere eetthat wi be bu on 1.85 acre site. The 44" , StreeL THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC)HAS DETERMINED . THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. G 5:00 PM February 21,2000. ion AApppeals must be Bled In writing togethereals of the environmenitwith the required$75.00must be filed initing application feeon orere with:Hearing Examiner,City of I Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8.11B.Additional remotion regarding the appeal process maybe obtained from the _Renton City Clerk's Office,(425)430-6510. I ti �, aD V. W ^��31. ,.:g � ---- f-N .y • lEt• 8•`• LoL.�ti4I ..„r,A'/�� , . Y ":''.inn' _ •,1 i ! r. 1-.4Q qii CI i: j j� �t�t u %.i e S 5° w` i L-�'lQ oit ~4D� - .e i •_,_ OR �t i� II• C 1y- ; Ix.g . j ' \ 1- ."'i • i '•-.• , 'g A i ..„..,.N.Niss. ��. �.�f'/4/ I.ex l]. '�L� • • ^w� INar�'•-• • .Y f I0 I//- . v. fN�6'{,':y. Ip 'I • eA gg1lur DAVI.. =___�-A�, r=-.I � 'i ' � - • O1Via N Na 'r•- _.._.-,g •N a,:tavy ,..,...A.,'4, a-_,i :== FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SE30-7382. DO NOT REMOVE THIS NOTI ,E W WIN THOUT PROPER AUTHORIZATION Please Include the project NUMB R when calling for proper file identification. CERTI ICATION I /?�P�TI-f /�jG -jA/ hereb certify that 3 copies of the above . document were posted by me in 3 conspicuous places on or nearby the described property on . 7 Peg 7.-0 0 d 1 Signed: ��/` J�"/ g- ' ATTEST: Subcribed�nylworn before me,a Nortary Public,in and for the State of Washington residing in I� I� , •n the f day ofQ1 „ • MARILYN KAMCHEFF NOTARY PUBLIC . �� r .� t_ STATE OF WASHINGTON COMMISSION EXPIRES y MARILYN KAMCHEFF, JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-29-03 • :iiiiiiiiii:ii:::isiiii:ii:::isiiiiiisii::::::;i:;;s;::;:;:;i>%Y•:;::;;:i::i:;ii:;:iiiiiiiiiiiiii::::::::i:iiiiiiiiiii:ii:::•.••.•...:•:y...:.•..i""" :..:::: •ii:ii:::i:>ii: ii>i)iiiii:: iii: iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiii ....................... : : : : . .: ..:....::. .::.. ::::>::;:>:;;:::::::><><:::::::>::>::::::::::::::>:>::>AF�IT�AUIT::If3F:St»R�GEk3Y.Nk.�ikN. ...... ........ On the 3"� day of , 2000, I deposited in the mails of the United States, a sealed envelope containing 2vc:( e w 6vi.5 documents. This information was sent to: Department of Ecology KC Dept.of Development&Environmental Services KC Wastewater Treatment Division City of Kent Washington Department of Fisheries City of Newcastle Department of Natural Resources Lincoln Property Company WA Department of Transportation Seattle Public Utilities Duwamish Indian Tribe Muckleshoot Indian Tribe Puget Sound Energy US Army Corp.of Engineers (Signature of Sender) S -G°a �-- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that S.t2o,9 signed this instrument and' acknowledged it to be his/her/their free and voluntary act forcihe uses and purposes mentioned in the instrument. Dat-d,• MARILYNKAs. CH Notary Publinand for the Stte of- a MARILYN C�-a /c� shington NOTARY PUBLIC STATE OF WASHINGTON Notary (Print) M RuvNI KAM(HFFF ICOMMISSION EXPIRES My appointment ONIARIQWMFNT EXPIRES:6-29-03 DUNE 20, 2003 Project Name: KAvvicv^ca1r_e_ Project Number: LOA , 9.9 . (BZ 314A 1E7--- NOTARY1.DOC CITY -IF RENTON eat Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 3, 2000.' 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 February 1, 2000: DETERMINATION OF NON-SIGNIFICANCE-MI IIGATED KINDERCARE LEARNING CENTER LUA-99-182,SA-A,ECF The proposed project would allow construction of KinderCare Learning Center in northeast Renton. The proposal requires Environmental Review and Ad inistrative Site Plan Approval. The proposed building is approximately 9,221 square feet that will be built in a 1.85 acre site. Location: 1717 NE 44th Street. Appeals of the environmental determination must be filed n writing on or.before 5:00 PM February 21, 2000. Appeals must be filed in writing together with the required $75.00 -pplication fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the E ,aminer are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal prosess 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, 0A97-0447114—%ftleIrr":"—' Elizabeth Higgins,AICP Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resou ces Don Hurter, Department of Transportation Eric Swenson, Seattle Public Utilities Duwamish;Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Trib- (Ordinance) Joe Jainga, Puget Sound Energy agencyltr 1055 South Grady Way.-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer - . , I AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the - __ NOTICE OF ENVIRONMENTAL A 7L DETERMINATION SOUTH COUNTY JOURNAL ,ENVIRONMENTAL REVIEW COMMITTEE 1 RENTON,WASHINGTON `i 600 S. Washington Avenue, Kent, Washington 98032 The Environmental Review Committee 1i t (ERG)has-issued a Determination-of-Non= a daily newspaper published seven (7)times a week. Said newspaper is a legal I Significance-Mitigated for the following pro- ,, ject under the authority of the Renton newspaper of general publication and is now and has been for more than six months . Municipal Code. y • prior to the date of publication, referred to, printed and published in the English language KINDERCARE LEARNING CENTER i continuallyas a dailynews a er in Kent, KingCounty, Washington. The South CountyLUA-99-182,SA-A,ECF rev ew for P P Y 9 Environmental review for construction of a Journal has been approved as a legal newspaper by order of the Superior Court of the new Kindercare facility. Location: 1717 State of Washington for King County. NE 44th St. - The notice in the exact form attached,was published in the South County lion must bee the filed in environmentaldetermina- Thewriting on or beforeo Journal (and not in supplemental form)which was regularly distributed to the subscribers 5:00 PM February 21,2000.Appeals must be filed ire writing together with the required during the below stated period. The annexed notice, a . $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South I Kindercare-Learning-Center , r Grady Way,Renton,WA 98055.Appeals to the-Examiner--are-governed-by-City-of Renton Municipal Code Section 4-8-11 B. as published on: 2/7/00 , Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. The full amount of the fee charged for said foregoing publication is the sum of$37.38, Published in the South County.Journal charged to Acct. No. 8051067. February7,•2000.7164 - Legal Number 7164 • Legal Clerk, South Cou Journal Subscr,,i$pd7pild sworn before me on this Q(-day of t,� , 2000 E.:',...: ce..0 k ft r,,;fr . '::-."..: T>\•`"----q, _dIfIL_____ �9-4. Notary Public of the:State of Washington '�..FC o. sue residing in Renton SS;is 2 s , ^-.-'�•A,•• King County, Washington • .. .z,.. CITY F RENTON Fl . � Planning/Building/Public Works Department ai Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 3; 2000 Mr. Brent Cummings Bush, Roed & Hitchings 2009 Mino j Avenue East Seattle,WA 98102 SUBJECT:1 Kindercare Learning Center Project No. LUA-99-182,SA-A,E0F Dear Mr. Cummings: This letter is written on behalf of the Environme tal Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on February 1, 2000, issued a threshold Determination of Non-Significance-Mi igated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination mu t be filed in writing on or before 5:00 PM February 21, 2000. 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 Secti.n 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Cl-rk's Office, (425)-430-6510. The Administrative Site Plan Approval will be a•dressed as a separate issue. We are awaiting your submittal of the shopping center parking analysis •rior to proceeding. 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 c oose to do so. If you have any questions or desire clarification of the above, please call me at(425) 4 30-7382. For the Environmental Review Committee, Elizabeth Higgins Project Manager cc: Exit 7, Inc./Owners Mrl Phil Depasquale/Kindercare Enclosure 1055 South Grady Wa -Renton,Washington 98055 C., This paper contains 51%recycled material,20%post consumer CITY 0 RENTON DETERMINATION F NON-SIGNIFICANCE (MIT GATED) MITIGATI N MEASURES APPLICATION NO(S): LUA-99-182,SA-A,ECF APPLICANT: Phil DePasquale/KinderCare Learning.Centers PROJECT NAME: KinderCare Learning Center DESCRIPTION OF PROPOSAL: The proposed project would allow construction of a KinderCare Learning Center in northeast Renton. The proposal requires Environmental Review and Administrative Site Plan Approval. The proposed buildingis approximately 9,221 square feet that will be built on a 1.85-acre site. LOCATION!OF PROPOSAL: 1717 NE 44th Street MITIGATION MEASURES: 1. Traffic mitigation fees for this proposed d velopment will be required. Fees are $75.00 for each net new average daily (weekday) trip and are calculated based on gross square footage of the new building (9,221 SF) and the standards of the ITE manual. The number of net new trips has been calculated at 254.1. The Traffic Mitigation Fee is payable prior to issuance of building permits. 2. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per SF. The Fire Mitigation Fee is p yable prior to issuance of building permits. 3. The applicant shall follow the recommend-tions of the geotechnical report, "Geotechnical Engineering Exploration and Analysis," Gi es Engineering Associates, Inc., December 17, 1999. CITY F RENTON DETERMINATION F NON-SIGNIFICANCE (MIT GATED) ADVIS RY NOTES APPLICATION NO(S): LUA-99-182, A-A,ECF APPLICANT: Phil DePasq ale/KinderCare Learning Centers PROJECT NAME: KinderCare L arning Center DESCRIPTION OF PROPOSAL: The propos d project would allow construction of a KinderCare Learning Center in northeast Renton. The prop sal requires Environmental Review and Administrative Site Plan Approval. The proposed building is approximately 9,221 square feet that will be built on a 1.85-acre site. LOCATION OF PROPOSAL: 1717 NE 44th treet Advisory Notes to Applicant: The following notes are supplemental information rovided in conjunction with the environmental determination. Because these notes are provided Rs information only, they are not subject to the appeal process for environmental determinations. 1. Construction Services: a. Observe recommendations of soils (geotechnical) eport. 2. Pa rks: a. All landscaping outside property to be maintained my applicant. 3. Fire Prevention: a. The preliminary fire flow is 1750 GPM, one hydran 'is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. b. Fire mitigation fees are applicable. Based on the •uilding size as submitted and the fee of$0.52 per square foot, the fire fee would be $4,794.92 required upon issuance of building and construction permits. c. Separate plans and permits are required for the in tallation of fire alarms and fire sprinkler systems. d. Plans must be reviewed by the State Fire Marshal or State licensing requirements. II 4. Property Services: a. The applicant has requested a release of utility ea•ement from the City of Renton. b. A street right-of-way across the building site, vacat-d in 1964,was not recorded with King County. 5. Plan Review(General): a. The wattage of the new street light in the public rig t-of-way(required) must match the wattage of the existing lights. I . I . I Kindercare Learning Center LUA-99-182,SA-1A,ECF Advisory Notes (continued) Page 2 of 2 6. Plan Review(Stormwater): a. As per Renton Code (1990 KCSWM)this project is exempt from both detention and water quality treatment improvements. b. Stormwater development connection charges of$0.129 per square foot of new impervious surface will be required upon issuance of building and construction permits. c. An erosion control plan will be required. 7. Plan Review(Water): a. The records indicate that the Water System Development Connection Charge has bee previously paid. b. One fire hydrant is required for each 1000 gpm of required fire flow. Each fire hydrant delivers 1000 gpm for fire flow. The present estimate by the Fire Prevention office is 1750 gpm, therefore two (2)fire hydrants would be required. c. The primary hydrant is to be within 150 feet of the -tructures, but not closer than 50 feet. The secondary hydrants must be within 300 feet of the structures. d. If required fire flow goes over 2500 gpm a water loop system is required. A loop system,when required, is to be located in a,15 foot Utility Easement. e. Water plans to show domestic water meter size, va ves, and location. f. The plans to show the size and location of the irrig-tion meter. A backflow prevention device is required. g. All new fire Hydrants used to meet the above requi meats must be fitted with a Storz fitting. 8. Transportatiion: a. Traffic mitigation fees will be required. Approximat ly 605 average daily(weekday)trips have been estimated, with 42 percent of these being new average daily(weekday)trips. The number of net new,daily trips has therefore been estimated to be 264.1. The Traffic Mitigation Fee is $75 per new average daily(weekday)trip. The total feel$19,057.50 will be required upon issu-nce of building and construction permits. 9. Development/Planning: a. The proposed project site is located in the Comme cial Arterial (CA)Zone. b. No parking is permitted on public rights-of-way. A total of 27.8 parking spaces will be required for the facility. Of these, 12L8 (13)spaces must be within 100 feet of the main entrance. The site plan indicates that are 17 spaces, including 2 ADA accessible spaces, within 100 feet of the main entrance. Additional parking is located elsewhere on the property. Because only a portio of the property will be leased from the owner for this use, a copy of the recorded lease agreement showing the boundaries of the leased area that includes the required parking must be submitted to the city.prior to the is uance of building permits, or a separate Joint Parking Agreement, approved by the City of Renton Attorn y, must be recorded that indicates that required parking spaces are available on the unleased portion of th property. c. If shared parking is used to meet the parking requi ement for this use, it cannot be also parking used to meet the requirements of other, previous, site plan approvals, nor can it be used for other, future, site plan approvals unless it meets the criteria for Joint Use Parking Facilities (RMC 4-4-080E3). d. An easement agreement or agreements will be ne essary for a shared access (driveway off NE 43rd PI), backup/maneuver area for the abutting parking ( est of KinderCare building), and use of driveway at the north (off NE 44th Street) n CITY 0 RENTON DETERMINATION 0 NON-SIGNIFICANCE (MITI ATED) APPLICATION NO(S): LUA-99-182,SA-A,ECF APPLICANT: Phil DePasquale/KinderCare Learning Centers PROJECT NAME: KinderCare Learni g Center DESCRIPTION OF PROPOSAL: The proposed .prpject would allow construction of a KinderCare Learning Center in northeast Renton. The proposal requires Environmental Review and Administrative Site Plan Approval. The proposed building is approximately 9,221 square feet that will be built on a 1.85 acre site. LOCATION OF PROPOSAL: 1717 NE 44th Street LEAD AGENCY: City of Renton Department of Pla h ning/Building/Public Works Development Plan ing Section The Cityof Renton environmental Review Committee has c etermined that it does not have a probable significant adverse impact on the environment. An Environmental Impact S,atement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by th Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These condition are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of either the environmental determination [RCW 3.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM.February 21, 2000. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together wi h the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 980,5. Appeals to the Examiner are governed by City of Renton Municipal Code Section'4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: February 7,2000 DATE OF DECISION: February 1, 2000 SIGNATURES: 1.1/12-000 4/4 figerm A minist for, DAT epartmof anning/Building/Public Works ' \ I ( 7 C-DC: Jinn Shepherd,Administr or DATE y, ,, / 1_, Z..tdt.zi Community Sery ces' /d i • ��, 1 ..Z e9'r,-F e Chief DATE Re on Fire Department signature II_ v , CITY 0 RENTON DETERMINATION F NON-SIGNIFICANCE (MIT GATED) MITIGATI N MEASURES APPLICATION NO(S): LUA-99-182,SA-A,ECF APPLICANT: Phil De asquale/KinderCare Learning Centers PROJECT NAME: KinderCa e Learning Center DESCRIPTION OF PROPOSAL: The pr posed project would allow construction of a KinderCare Learning Center in northeast Re ton. The proposal requires Environmental Review and Administrative Site Plan Approval. The proposed building is approximately 9,221 square feet that will be built on a 1.85-acre site. LOCATIONIOF PROPOSAL: 1717 NE 4th Street MITIGATION MEASURES: 1. Traffic mitigation fees for this proposed d-velopment will be required. Fees are $75.00 for each net new average daily (weekday) trio and are calculated based on gross square footage of the new building (9,221 SF) an. the standards of the ITE manual. The number of net new trips has been calculated at 25'.1. The Traffic Mitigation Fee is payable prior to issuance of building permits. 2. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per SF. The Fire Mitigation Fee is payable prior to issuance of building permits. 3. The applicant shall follow the recommenthtions of the geotechnical report, "Geotechnical Engineering Exploration and Analysis," Gies Engineering Associates, Inc., December 17, 1999. • CITY OF RENTON DETERMINATION F NON-SIGNIFICANCE (MIT GATED) ADVIS RY NOTES APPLICATION NO(S): LUA-99-182,S -A,ECF APPLICANT: Phil DePasq ale/KinderCare Learning Centers PROJECT NAME: KinderCare L arning Center DESCRIPTION OF PROPOSAL: The propos d project would allow construction of a KinderCare Learning Center in northeast Renton. The prop•sal requires Environmental Review and Administrative Site Plan Approval. The proposed building is .pproximately 9,221 square feet that will be built on a 1.85-acre si e. LOCATION OF PROPOSAL: 1717 NE 44th .treet Advisory Notes to Applicant: The following notes are supplemental information irovided in conjunction with the environmental determination. 'Because these notes are provided •s information only, they are not subject to the appeal process for environmental determinations. 1. Constructioln Services: a. Observe recommendations of soils (geotechnical) eport. 2. Parks: a. All landscaping outside property to be maintained •y applicant. 3. Fire Prevention: I a. The preliminary fire flow is 1750 GPM, one hydran i is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. b. Fire mitigation fees are applicable. Based on the •uilding size as submitted and the fee of$0.52 per square foot, the fire'fee would be $4,794.92 required upon issuance of building and construction permits. c. Separate plans and permits are required for the installation of fire alarms and fire sprinkler systems. d. Plans must be reviewed by the State Fire Marshal or State licensing requirements. 4. Property Services: a. The applicant has requested a release of utility easement from the City of Renton. b. A street right-of-way across the building site, vacat-d in 1964,was not recorded with King County. 5. Plan Review(General): a. The wattage of the new street light in the public rig t-of-way(required) must match the wattage of the existing lights. , Kindercare Learning Center LUA-99-182,SA-A,ECF Advisory Notes (continued) Page2of2 6. Plan Review(Stormwater): a. As per Renton Code(1990 KCSWM)this project is exempt from both detention and water quality treatment improvements. b. Stormwater development connection charges of$1.129 per square foot of new impervious surface will be required upon issuance of building and constructio permits. c. An erosion control plan will be required. 7. Plan Review(Water): a. The records indicate that the Water System Development Connection Charge has bee previously paid. b. One fire hydrant is required for each 1000 gpm of equired fire flow. Each fire hydrant delivers 1000 gpm for fire flow. The present estimate by the Fire Preven ion office is 1750 gpm, therefore two (2)fire hydrants would be required., c. The primary hydrant is to be within 150 feet of the tructures, but not closer than 50 feet. The secondary hydrants must be within 300 feet of the structures. d. If required fire flow goes over 2500 gpm a water to p system is required. A loop system,when required, is to be located in a 15 foot Utility Easement. e. Water plansito show domestic water meter size, v Ives, and location. f. The plans to show the size and location of the irrig tion meter. A backflow prevention device is required. g. All new fire hydrants used to meet the above requirements must be fitted with a Storz fitting. 8. Transportation: a. Traffic mitigation fees will be required. Approximately 605 average daily(weekday)trips have been estimated, with 42 percent of these being new average daily(weekday)trips. The number of net new daily trips has - therefore been estimated to be 254.1. The Traffic Mitigation Fee is $75 per new average daily(weekday)trip. The total fee$19,057.50 will be required upon issLance of building and construction permits. 9. Development/Planning: a. The proposed project site is located in the Commercial Arterial (CA)Zone. b. No parking is permitted on public rights-of-way. A ttotal of 27.8 parking spaces will be required for the facility. Of these, 12.8 (13)spaces must be within 100 feet of the main entrance. The site plan indicates that are 17 spaces, including 2 ADA accessible spaces, withir�100 feet of the main entrance. Additional parking is located elsewhere on the property. Because only a portio l of the property will be leased from the owner for this use, a copy of the recorded lease agreement showing the boundaries of the leased area that includes the required parking must be submitted to the city prior to the isuance of building permits, or a separate Joint Parking Agreement,,approved by the City of Renton Attorny, must be recorded that indicates that required parking spaces are available on the unleased portion of theproperty. c. If shared parking is used to meet the parking requirement for this use, it cannot be also parking used to meet the requirements of other, previous, site plan appr vats, nor can it be used for other,future, site plan approvals unless it meets the criteria for Joint Use Parking F cilities (RMC 4-4-080E3). d. An easement agreement or agreements will be ne essary for a shared access (driveway off NE 43rd PI), backup/maneuver area for the abutting parking ( est of KinderCare building), and use of driveway at the north (off NE 44th Street) • REPORT City of Renton & Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW DECISION DATE: February 1, 2000 Project Name: KinderCare Learning Center Applicant: Phil DePasquale KinderCare Learning Center 650 NE Holladay, Suite 1400 Portland, OR 97232 (503)872-1636 Owner: Jerry Burtenshaw, Exit 7, Inc. File Number: LUA-99-182, SA-A, CF Planner' Elizabeth Higgins - Project Description: The proposed project would allow construction of a KinderCare Learning Center in northeast Renton. The proposal requires Environmental Review and Administrative S'te Plan Approval. The proposed building is approximately 9,221 square feet that will be built on a 1.85 acre site. , Project Location: 1717 NE 44th Street Exist. Bldg. Area SF: N/A Proposed Building Area SF: 9,221 sf Site Area: 1.58 acres Total Building Area SF: 9,221 sf /// �r.,. .�.... ::' a , -183 YW =L.. . 'AT::, 136 131 �- .• ; : r m o y .�. .. .... p on Lol;' o a l I� p i ,e • m , I ' s11 ` 1 , 1, SE a 767M 5T ' II � / . E . . 'o ae a. i4 oF m v • p ;n P ' J I '-'- - • t I US • I3p a'•.�' ^ '~' • � ^ L O O III. .. 1 1I {e a�t�ntN• liii 0.•- .:_C3° r9 _ v �' I Pu.b., H, := ``1 t'�ji w I 0 O (�+y '� _ ): �, 1 IB3 fah,pgU;'� C� ,n. `a� 134 O v ;'~ %'' �Cy M e y a r e k I.II� i;PROPOSED BUILDING , � 1 O 1:Y I I I„,,,,....1:SIZE IS ZONED•GA• -. .'' 1 O I / Y (couLERau �yp 149TF=^ e Wit Ld- 1'1(1=AL) `a !_..._-. scoer,l,e. ���jjj I r _ \ III P -'--- f I n t e r c h o n Eli`I�'15 165 7 `� ���• 9T. �� - I ;` Ailladi ..... ,:rry ___1 •r144TH SL- : -•- .i/'-ENE.-•_43P0-•_ST_.-.�N.Er•-43RD`1uPL:- y� -1t.�'!r•-.L -.SAi•.-_•,.SE--BOTM-•--STr=a�,a : 290 Acr . .- ® 2 I I I • �, !if) / e -"-- -'I-s ----- - - Ia a .. ���',„ ii ,*. — r�,� 4 In 1 3 4 rw.. ry ,..,.,,.,......,. .I • 4 r O .n•c. W 74<`' •e,•e.e.i. 1 `—FT—s I I—•_- ••.I—__ II -- im. • € e i C. D.0.WI WIZ AN'S — 11 't__.,.4,' °.eA I I . ;e I gn i $7ae43' ,6 II 5' :.__---•'T---' -'I • ` .,^.,I„-- - �,, ,..,....,, AIIJ .t--- „ D .WAS 1NGT .Nt'l_. 1 _ I 1 I..3 I Cit•.,of Renton PB/PWDepartment Envi? ,ntal Review Committee Staff Report KINDERCARE LEARNING CENTER LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY 1,2000 Page2 of 7 PART ONE: PROJECT DESCRIPTION/BACKGROUND The project proponent, KinderCare, wishe to obtain site plan approval for construction of a 9,221 sf Learning Center(day care center) that would be located on NE 44th Street at Lincoln Ave NE and NE 43rd PI, near the NE 44th Street Interstate 405 interchange, in northeast Renton. It is within a semi-developed commercial area that was previously short platted. The proposed project is to be constructed on a leased portion of Lot 3 of the previous short plat. The site is adjacent to the City of Newcastle. The property is in a Commercial Arterial ( A) Zone. A day care center is permitted as a "service use" in the CA Zone. The Comprehensive Land Use designation is Employment Area— Commercial. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.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 viewed by various City Departments and Divisions to determine whether the applicant h s adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal islikely to have the following probable impacts: 1. Earth Impacts: The proposed project sit is somewhat hilly, with steepest slopes at approximately twenty (20) percent. The site is va ant and covered with grass and weeds. A geotechnical report("Geotechnical Engineering xploration and Analysis," Giles Engineering Associates, Inc., December 17, 1999) has bee submitted. The geotechnical analysis resulted in the comment that difficulty in excavating should be expected due to dense to very stiff soils and recommends pre-bid test pits be dug. Significant dewatering is expected to be necessary both during and after construction, although there is no perceived risk from liquifaction. Regarding the building foundation, there is an increased risk of additional s-ttlement due to existing fill. Regarding pavement construction, pavement underdrai s may be necessary, depending on final site grades. Increased pavement maintenance may be required due to the existing fill. Approximately 4,125 cubic yards o material will be removed from the site. Soil erosion could result during the construction phase of the project, therefore Temporary Erosion and Sedimentation Contr I measures will be required as a condition of the construction and building permits. The applicant will be required to fo low the recommendations of the geotechnical report referenced herein. ercrpt.doc City of RentonPB/PWDepartment Envir ]ntalReview Committee Staff Report KINDERCARE LEARNING CENTER - - LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY 1,2000 Page3 of 7 Mitigation Measures: The applican i shall follow the recommendations of the geotechnical report, "Geotechnical Engineering ploration and Analysis,"Giles Engineering Associates, inc., December 17, 1999. Policy Nexus: RMC 4-4-060, Gradi g, Excavation, and Mining Regulations; SEPA 2. Air Impacts: Development of the site, =s proposed, would not result in any significant long-term impacts to existing air quality. The primary impacts from development of the proposed project are related to construction -ctivities and future vehicle traffic. After construction, (vehicle exhaust from automobiles -nd trucks will be the primary impact to air quality. Mitigation Measures: No mitigation is deemed necessary. 1Policy Nexus: N/A !3. Water (Impacts: The geotechnical analysi ("Geotechnical Engineering Exploration and Analysis," !Giles Engineering Associates, Inc. December 17, 1999) resulted in a finding that ,groundwater may be present at th site at depths of between 3.0 and 8.0 feet below the ;existing grade. Due to this potenti I shallow water table, the geotechnical engineer [recommended that site grades be et as high as possible to reduce potential groundwater ;related problems. The applicant will be required to fo low the recommendations of the geotechnical report ;referenced herein. !Mitigation Measures: The applican shall follow the recommendations of the geotechnical ;report, "Geotechnical Engineering ploration and Analysis," Giles Engineering Associates, Inc., December 17, 1999. (Policy Nexus: RMC 4-4-060, Gradi g, Excavation, and Mining Regulations; SEPA 4. Stormwater ;Impacts: As per City of Renton ML nicipal Code and 1990 King County Surface Water 'Design Manual requirements, this project is exempt from both detention and water quality ;treatment improvements. There are no additional stormwater impacts anticipated. 'Mitigation Measures: No mitigation is deemed necessary. Policy Nexus: N/A ercrpt.doc City of Renton PB/PWDepartment Envi> >ntal Review Committee Staff Report .KINDERCARE LEARNING CENTER LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY 1,2000 Page4 of 7 5. Transportation Impacts: The project site is located on NE 44th Street at Lincoln Ave NE and NE 43rd PI. The NE 44th Street Interstate 405 interchange is located nearby to the west. An existing driveway 'access, located at the southwest corner of the project site, would be used. Approximately 605 average daily (weekday)trips have been estimated, with 42 percent of these being new average daily (we kday) trips. The number of net new daily trips has therefore been estimated to be 25 .1. The Traffic Mitigation Fee is $75 per new average daily (weekday) trip. The total fee 19,057.50 will be required upon issuance of building and construction permits. Mitigation Measures: The applica t shall be required to pay the applicable Transportation ;Mitigation Fee based on a rate of 75 per each new average weekday trip attributable to the project. Policy Nexus: Transportation Mitig tion Fee: Resolution 3100, Ordinance 4527; SEPA ,environmental regulations. 66. Police and Fire Departments Impacts: No impacts are anticipat d for the proposed project. Fire mitigation fees, however, are applicable. Based on the buildng size, as submitted (9,221 sf), and the fee of$0.52 per square foot, the fire fee would be $4,794.92 required upon issuance of building and construction permits. Mitigation Measures: The applicant shall be required to pay the applicable Fire Mitigation 'Fee based on a rate of$0.52 per sf. Policy Nexus: N/A B. Recommendation Based on analysis of probable imp=cts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF 'NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Comment and A eal Period. Issue DNS-M with a Concurrent 14 day Appeal Period. C. Mitigation Measures 1. 'Traffic mitigation fees for this proposed development will be required. Fees are$75.00 for each net new average daily (weekday) trip and are calculated based on gross square footage of the new building (9,221 sf) and the standards of the ITE manual. The number of net new trips ercrpt.doc City ofRenton PB/PWDepartment Env: ental Review Committee Staff Report KINDERCARE LEARNING CENTER LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY 1,2000 Page5 of 7 has been calculated at 254.1. The Traffic Mitigation Fee is payable prior to issuance of building permits. 2. The applicant shall be required to pay the applicable Fire Mitigation Fee based on a rate of $0.52 per sf. The Fire Mitigation Fee is payable prior to issuance of building permits. 3. The applicant shall follow the recommendations of the geotechnical report, "Geotechnical Engineering Exploration and Analysis," Giles Engineering Associates, Inc., December 17, 1999. Advisory Notes,to Applicant: The following notes are supplemental information rovided 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. 1. Construction Services: a. Observe recommendations of soils (geotechnical) r-port. 2. Parks: a. All landscaping outside property to be maintained b applicant. 3. Fire Prevention: a. The preliminary fire flow is 1750 GPM, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. b. Fire mitigation fees are applicable. Based on the b ilding size as submitted and the fee of$0.52 per square foot, the fire fee would be $4,794.92 required upon issu.nce of building and construction permits. c. Separate plans and permits are required for the in allation of fire alarms and fire sprinkler systems. d. Plans must be reviewed by the State Fire Marshal or State licensing requirements. 4. Property Services: a. The applicant has requested a release of utility eas-ment from the City of Renton. b. A street right-of-way across the building site,vacat-d in 1964,was not recorded with King County. 5. Plan Review(General): a. The wattage of the new street light in the public rig t-of-way(required) must match the wattage of the existing lights. 6. Plan Review(Stormwater): a. As per Renton Code (1990 KCSWM)this project is exempt from both detention and water quality treatment improvements. b. Stormwater development connection charges of$0 129 per square foot of new impervious surface will be required upon issuance of building and construction permits c. An erosion control plan will be required. ercrpt.doc City of Renton PB/PWDepartment Envi rental Review Committee Staff Report ,KINDERCARE LEARNING CENTER LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY1,2000 Page6 of 7 7. Plan Review(Water): a. The records indicate that the Water System Develo ment Connection Charge has bee previously paid. b. One fire hydrant is required for each 1000 gpm of r quired fire flow. Each fire hydrant delivers 1000 gpm for fire flow. The present estimate by the Fire Prevention ffice is 1750 gpm,therefore two (2)fire hydrants would be required. c. The primary hydrant is to be within 150 feet of the s ructures, but not closer than 50 feet. The secondary hydrants must be within 300 feet of the structures. d. If required fire flow goes over 2500 gpm a water loop system is required. A loop system,when required, is to be located in a 15 foot Utility Easement. e. Water plans to show domestic water meter size, valves, and location. f. The plans to show the size and location of the irrigation meter. A backflow prevention device is required. g. All new fire hydrants used to meet the above requir ments must be fitted with a Storz fitting. 8. Transportation: a. Traffic mitigation fees will be required. Approximat ly 605 average daily(weekday)trips have been estimated,with 42 percent of these being new average daily(week ay)trips. The number of net new daily trips has therefore been estimated to be 254.1. The Traffic Mitigation Fee i $75 per new average daily(weekday)trip. The total fee $19,057.50 will be required upon issuance of buildi g and construction permits. 9. Development/Planning: a. The proposed project site is located in the Commer ial Arterial (CA)Zone. b. No parking is permitted on public rights-of-way. A t tal of 27.8 parking spaces will be required for the facility. Of these, 12.8 (13) spaces must be within 100 feet oft e main entrance. The site plan indicates that are 17 spaces, including 2 ADA accessible spaces, within 100 feet of the main entrance. Additional parking is located elsewhere on the property. Because only a portion of the property will be leased from the owner for this use, a copy of the recorded lease agreement showing the boundaries of the leased area that includes the required parking must be submitted to the city prior to the issuance of building permits, or a separate Joint Parking Agreement, approved by the City of Renton Attorney, must be recorded that ndicates that required parking spaces are available on the unleased portion of the property. c. If shared parking is used to meet the parking requir ment for this use, it cannot be also parking used to meet the requirements of other, previous, site plan approval , nor can it be used for other,future, site plan approvals unless it meets the criteria for Joint Use Parking Facilities(RMC 4-4-080E3). d. An easement agreement or agreements will be necessary for a shared access (driveway off NE 43rd PI), backup/ maneuver area for the abutting parking (west of KinderCare building), and use of driveway at the north (off NE 44th Street). XX Copies of all Review Comment are contained in the Official File. Copies of all Review Commen are attached to this report ercrpt.doc City of Renton PB/PW Department Envi ental Review Committee Staff Report KINDER CARE LEARNING CENTER LUA-99-182,SA A,ECF REPORT AND DECISION OFFEBRUARY 1,2000 Page7 of 7 Environmental Determination Appeal Proc Ss Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 21, 2 00. If no appeal is filed by this date,the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of enton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner,are governed by City of Renton Munic pal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ercrpt.doc • +raga -..J__ -,---...SE- SEC. 9.,••T'24,N;�R 5E, W.M. GRAPHIC SCALE i �� T_ vo, 'JAIL rs,Z>�r�, ':�. \'� ,,,i Ste• It' 11 V. ,-:,-,-- Li..4.--- , • . i '' • .. 1}1e3.,-a,z1P A ,. , , „ ....,, ,,,.,...,. , ,... , , , ,.. . . .. I ,,,,..,,,,::::, im, s.,/, , , , , ,,,...., ,...,,,,,....„„ '...e,:•,,'k\'1`127;i. \ _\ ' \ - . ,. LIZ I:1)ili ...„,„ , 45016 sou.AT 1 / / XVI.? sA>-Z,5" •, ,..\ \ 1 •s•t/. ;5,6\ ... \ )''\ it!, rIM. Lal p IIS �� j---'--'- is \,<!,".> \,\ �. '\.�L \ • I :°R9u' °A`°L�`"' 1 T mnRnosew. \ \\.\' VICINITY MAP Au AN. [ 334330-1141-02 f'7 -- I- ' {' lJ Ir \'') \ ieioer' g TAX PARCEL NO: '-T 'ep - ���. ( \ TAX PARCEL NO.: __ :'\ b': ` \ cJ,i~C \' • HORIZONTAL DATUM:BASED ON Ott 6 -r�� I 1, \•/ \ ;':' 1 'y sot (HAW ee)DANM. gFTFR m att OF C o'II -_ - 1 1 or.tb t,x mnv ` ` i RWrBN SXO Ir PUr NU.9,1_Rr.RECORp Na is --___ ✓'r,.� 1 •�-1 1 '/':' IiaY+gr 51 X 01 Wrolwn,i• . ``' S 1, ' I \\ ee02ie9oal Is 1 - �"=--r'-A-- -----1 ill 'S`• �'r \ �\ \ wmcu)ONi eASEo oN att a tat TON L*.Z T „ -.,.-- ce„v,r 1 i I \'-S , i\ '1� \ (NAYD ee)DATUY. an eEIWO 051 Na 00 S _1 t3� 1 )�",T—'ai- ---- -} I !r; • _, r 1e34:F0300 3 BRa12E OST WM A E. ii REF p;a. z-x a� _ _ '\�� i i'1 \'� ,\ '. \ ,\\\\ \ \ PUN01.5' I A A ccxa PasT u T 1HEXr 90 r NN V! I F-- I I ' 1, J� "�\ \ \ *LATER ae'W A uafluYENi CASE AT THE W _s tt-- - -1.' w I; i i I' '1', �,T,� INTERSECTION OF N.E.43 R1 STREET a JONES F 4 4S- - : - - $ 1 I' L A ; r rcE-e er' ' ¢. r \�. ', \ A\£TIIIE N.E. ELEVATOR•]].H C.304 l i I — .✓,-=- e V. 1 ,r$S ! T ' t i'' I um¢c.0 '', \ '` �I L'1L DESCRIPTIQB, 011-87.RECORDED UNDER 3. I' AA,GI«f --Al.-kV:,1 n l< i Nee'45'o YR i �5�\' \; �\�1 \, \ R LOT 3.CITY a RENTON 910RT PLAT Na 71 ,w 1 -__ ` 1y '.2=_ :#.,4),L._ ' -:---A4e.1>tAda-,-v-x-I} vrr� RECORDING NO.eOWte900e,W 1e=e COUNTY, ,- '.s,uot _ d �y�°" � � •'t-A-',r' t ;\, NASMNG,aL III --;- —�+,e'neu•w---�- A Y I •y p' / ,t r.:. 1 \.� TOTAL SQUARE FOOTAGE OF 91E: .-1 S I —�.8 ei.YY'„{p�"St 9 'F�690 `r, AREA..y} -, , F , * ' \\ I 't, ' CONTAM ee AS WARE FEET 11,, '\ i' • • .f'T•,,//I ',� . T1"-qE atw['. \ok" 1'"Y / �''�t i I \I 'A\c '•1` d; ` ' OR,.ee Aa¢S uGRE at LESS.940191 q '.r — �.} t .-"F•s,.}' 'r '� t iS t .1'� T`} \ SO.FOOTAGE OF PROPOSER RUILDING: " 1L,,,y0,1 usMx, • -_�-' g I�� -.'yn 4j1.. r N 5 iv f!- I / g i '', T +„�i '\8 \ TOTAL. 9.221 SQ.FT. MG�e°0l,.°Z)a ' / f S- $r J. �t•'ji4L Cx 3 `4A ,• / / • S ,' i 11;1 \ Ag. 1 (BURRING M15 CNLY of,LOUR) 1141L oP TOTAL 9rz r- --}---?--- _ � ®-;`f.`�- A A ire 4 r r i�. .tyz YA€' F iCA/ t (' P� - ." v S"_ t „�, ti .;---,ris-AV5 r ° �+,T,a E ` fHPERVI(X1S�PFIU IS CM ariCill rrxn__ _ _ _ ,e > 1 �i t • y 31a '• 1� \1, 1 T SI T T )$ 47. A A II.I Y t4';` iF1Z, v. •12 \ PERVIOUS AREA 23.237 SO.Ft 22.323 SO.FT. r •R {psi •e}1 - ..{�P -- ��• t , `` • ri d,W'i y>•f S> I e `{. t *��( • 2e 'o' '}\ 1 RIPEANOVs AREA 2.123]50.FL N.sv SQ.Fr. ' , r•""A"_r �Lr",-x 71. 1 _ ..Yu'v.s ✓ r•f,:�'`}t .�}s'iri1�11. A f 11 I / e.1cc'Y�`' \ \ Ifi>° .sr4'si / \/ I/ /'tr✓vu. TOTNDSCAPING: BUILDING SETBACKS: �, _:inice:[I tRr"i 'i C*°< �• i� / `", ` v TI il� III I rota_4.4e4 sa Fr. REQUIRED SETBACKS: fo•LANDSCAPE rife 9jnY1 / Lr� 3f $rE♦ Ii'/'�`z f'V#' i r 1 r / O• /) / a'�y1T ���alg� ` 1 I• (KNDERCARE LEASE PNICEL) BUFFER(E a 5.PROPERTY LANES) f.c. 4. 1 / •/``••c":",: •/f ' \t ''f v;`..,. l 1 / /"/ c.F`3"�,-j'i:: •� � t' A1111 DING HEIGHT: Paalroseo sETBAacs / P 1 R?'$1t'';! ;I ALLOWABLE NBar: ea r ` �y / / y C 17 LANDSCAPE BUFFER E PROP. 7 ' 4.Y y 1 J4`5' ',r'� 4,A. I i Y 4 1 / 1,,j7 'E`,,li i 77' PROPOSED HEIGHT: 2t.0' ( WE) Y 1 �"DSt:; /I eV/rti,:, / / 4'O ( 11E� qI !CC�,c 8 e `t -�i V /\��y0� 'i B i �• r ,l6'�Ji.. 1p ARNGSPACLOT 2 c.. said i I iW' # , t 3 is '' .M / \i C3 R / 4 OA:Y I L{ } 1 I I._ _ , g _,s ,F,., . � ; / 2 L 13 STALLS Fat aIPLOYEES k �b .A 7.'oijor ..___._• ,_wee' I -'..,..n .. r .emnewti •/ •Q i i /j ��fj�x, .4 I I,. 8 a 4 S 'p�t1U b (.� tl; ','"7`'y1 2tl1 'J; .I ' pl: , •• F 27A STALLS TOTAL(MINN tOD7 .i I. 4... , 11rf0 ;1`:!p AlP/, / •/ aA 1 4, ,( ,r W ' p . ADA ACT S&E STALLS 2 {�i 1 '1 / �I W /- / [E; TI'� �.` t; 6 �i Pi '�. SCYPACT STALLS(1C.9') • i ET t� r. }nIIr ! ,1 / % �( /%i u``3 I ;:' I I1 1 STANDARD STALLS(zo'.9') a •: =orn._>n8,lSIE:i ', 0 / v+ 1 ,,,,,,�� / I IONOEAGPE VAN WAGES 20'42 t}/1:1,. ew1 Y r.-r: - :bbv r .L/; ,'���<<<i`��k '� 1 ( �I .' ( ( 9 3 . .i,Yy)a, \�Aj- E"A:,I LN. •ti 2.37' ' '% o / ( 1-1 I b1' TOTAL N0.STALLS PROPOSED: 1] STALLS `.t_-;,^-__ ••• (-.g!A T, l Sly / 1%/ •J F l I ••,,,. :, '271, JII EXISTING PA,IKWO SPACES W ,� >i Yt) / / / / / 41.4,1?./ a .er; III, I ADJACENT LOT(ono!1007 s1 STALLS miu PROPOSCO 1-S1DR'/TODD-ERAYE \ ,: �ii --3 bw •r, /A1 / i � 7 oLwD91G '; F : ' -P r / c ""cs`4!mAl\:°I ' , .k 4.N e. t •/' 1,: b y i I : r w s '0.' It i y '. ;. __ _._yk , 14 Ir-§ x. 1�b y M* .,r - II .Ei ii : :%/i" /:%,+i,�:� .....:;. / ;,,VI ` .. 33/;. 1 i.1,37 F,,:j.. 4,,IIa n') '" / ,/ ',a// •7 I \ AI&''. I t a'Cu, s NE ra. .. . iSi; ,,,c•G: i , i ij ', •' ,,j' __ xo s{.' \,I fz, ry. 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I i�I1� •Bw.so.w,t ,•A VERTICAL DATUM itOp I •' Adis nk ■ • 14 ..r, w- ', .r.. ; :AeE�ON O - A ATW. j_-� \ -t-- \ II.I � ',.-F- .;yt3: .1�: ,.,i A-, 11 ;•?IP q OTT BENCHMARK Na tex POUND.1 BRONZE RDo L I -�_ __ `` , ! \J •-4�r} •�;1:•,-: }' ♦ ■M APUNCH MARK VIA CASE POST AT OTERSET 2f... - \ - . M.te r :�==tll :+n rt.:•t•:D. '.•r�;•+!{y' .':_',`;-.•_ .t<y,,.,'i,, !n I 1 1 Omw oa•w A u0ratuENr CASE Ar THE Bllmgcnax �p - RAa.��"44 Y �� w y°••- r> - '. '`�' .- i � q T \ 1 1� OF NE ON STREET a.R16 AVENUE NE 9� \�l'�7\`��_ L 4 �.t ��,�&1 , 1 E 11 ElEVAn011.SA. F f: p1 ((�� r ,E'er'• ,\w• i 73 dr ; 1 1 I I / 1"' / f :I•t :.t 1 MI�11, I CUT;/FiLL DUANnnEs 1/• ' I ".p. PI 1 I 1 I I / (11 eSUE.CONU 1. I t 1 I 13'1 19 t '9' 1 1 I a mJsx; t. I I 111 ♦,1PSry CUT 111 A/C r,gNx, \ 9:1.)1 •' 1 I I /7 I'.. I ; OLY nil I!I �'D i c�' PRpPgSED KIHDERCAREQ 1 7 y l Tw.a.To1 II 1 I i •,yq 1 1 (r: t l 'FA -45.1S l ..� ' I'- --i Bw.xiea� l,5 i• , '4,1r 1. + 44t. 1 , /t� '.7 / / r• ...•II. ' sri' I 1 • Novm sT.us�'--- --}�,.w.ao t IA ° / �'ry�1/ / {s.. t,P Ld LOT 2 .,,, ° , �2,- , m:-r ' - i No; t / .. ,/ ;, '.- 114'III1�l• l I . 0 a "gimpy / r f .� SEE SHEET 8 OF 9 PROPOSED ASPHALT (� `\ C x 4 ,� . .1E°naro°a I l/ Q' / / S . I I•�'/II I p+ 8: PAVING SECTION ABOVE Foo/-E�T.n do¢----- 'urti�" �I�� 1 l I E / / a ;'.1(:I• I � II" 1 NA ") I,A H1a94 ' Ir 1 j ..1' 11 f�•`�eitt/ a ell I : ' •0 I 9 5.� CONCAVES III; ( , • Icu cuff •�-'• I I EaSBNO CCNTCOR --A.°I-- 1 I' •• ! tV 1w o SY 7 11z 1 III 1 I .%I//�/ i f {Si112 X E3 l z� {1i/ I. . g *....sin' b li I EwsEwc SPOT rnAOE ` Oa^ 115 k' • l ' 1, 1: 1 /I I !� / A ,I��.,Bw xiea.. I i.e. PROPOSED SPOT tAADE AID- I • 11La a t-STORY N000-iNAYE BUSING q 'I X. ` �'-• Z�del nv T/�1 ,.yl I: s IIAI- 1.-.J.-_ I •.31/'I � _ �'t �{I����I(II NTW-{8.60�.� RmCE lDS __R_-_ , c`: I V':I • /.., n°na•� '• • i Tw-s{.so . 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AIN VICINITY MAP N ...._.(-4,4,,r:• ...: TAX PARCEL N0: _ TAX PARCEL NO.: 334330-1141-02 DAUM •I11 7— 1 HORIZONTAL DATUM:BASED ON CITY OF ,1 ��(::T:-2_•_-- e-i ♦ RENTON(NAM)88)DATUM. REFER TO OTT OF •-.F-• . J:'�:.. 4\ '• RENTON SNORT PLAT NO.on-8],RECORD NO. .._ ..L '_ i i I•T-; _ V �; �eM. . \ 8802169005. I LOT I • ' ..,.....__._ .r;r• \• (NATO 80)TICAL DATUM: DATU BASED ON OTY OF OTY BENCHMARK NO. ....I r--: •�;i`=y Nam'"!.. `� i .._ 1834:FOUND 3/8•BRCN2E PLUG'NTH A E. Y I „I .Jr' I • a "'-�K• PUNCH MARK COI A CONC.POST MONUMENT 'y'y1Ir't., - • •+~"I ( 1 I {„�. ... '•%N a OOW1 D,5'IN A MONUMENT CASE AT THE �-1 N. : ^• •V,, t• INTERSECTION OF N.E.43RD STREET&JONES W :f-•••-. .1 .. 1 1 •�II. 1( Y ..O� •F AVENUE N.E. ELEVATION.]2.•a U C'1 g �i; ... ...1.• 1 111 ;17' _ �. �Qy ,'t F I D SCRIPTION $ I I ....1 •i �1• �i /,wv. 4 , F��•, DESCRIPTION: y�.�� ....I;Y • ! .��Lyu�u O Y�y�v `.t. LOT],CDV OF RENTON SHORT PLOT NO. {j ., I': ,-_ L _�-- .._.. ,hNn.1 I 9' RECORDING RECORDED UNDER a�I , '-T^^ 3 1\� \. �� • I NO.13802169005,IN RING COUNTY, f.. .__I L�_' Ive _�=:- x ` 1 WASHNGTON. ;.I - ...4 - P -?�.rf'fig'P 'Tteg•''' '•`' tI V� TOT'A S lAR OOTA Cl.+r. pp _- 1 :_--,`--•y 1 J �,L * _}i , AREA:SITE AS SHOW! P. I _ __ _._ _ _ -, (•,�', I , _. •, L c. v �. `� :. I CONTAINS 88.810 SQUARE FEET . 1 x:1`.. 1 � i OR 1.58 ACRES,MORE OR 1E55. �I' , -'.•.-Ste'_'-^♦ I ,, 11 SO.FOOTAGE OF PROPOSED BUILDING: I .. .,.is O• ":x .,-. t ' ;moo •�•( _•.1 : . - I TOTAL: 9,221 50 FT. ,.`i.' f FI..A18 Y ( /y�f'1 L..:�' ',I '(BU40 NG HAS ONLY ONE FLOOR) 13.•1L OF TOTAL SITE il! 4 LOT2 .• ;' �I;,i i r'' _ %�°'?.?;/;` • I;, ,./ ,I, JMPER'AOUS/PFRVIDIIS CAI FIB AT1DNS i .% 5•' I ;1 d4/ S I+ ill EXIST SITE PROPOSED T. SIX �:a�' •,• {. ._ �; U! it ,:.I 'kV I PERVIOUS AREA •5,3T3 5Q.FT. 22,28]S0.FT. f' /ry, I • g� (` IMPERVIOUS AREA 23.237 50.FT. 46,323 50.FT. OF .,.._,.....,.., 1 '••A"L-v", .,i I I i i 1i LANDSCAPING: AU!!DING SETBACK$ D...10.4... _ :i.KPJ• {ZT ✓� L I,I TOTAL.4.I6.SO.FT. REQUIRED (E.SETBACKS: 10'LANDSCAPE • 1tl Yn 3; e C e1 ,bt y `. G n'V d) < .F.. '•i"�."�c�ar�i;;f ^�%: _ _t r�airi :.�- !_-- iSjV (KI DER ARE LEASE PARCEL) 8 h S.PROPERTY LINES) _ ! ... �F_Y_'a,• L 1 +""` 3i"''r= /.-' "'y iR et.4J +w n'".r'!'AtI� I.` i i1( RIU C BUFFER 01 "-'j (- .ai _ i' I I _ .: II i` I DING HEIGHT: 10'LANDSCAPE SETBACKS: .Y g�':+�.> :3?, �(, 2:.=.__.Z__. �'£'.,A'-/•N. ALLOWABLE HROOT 'A.0'A� �� ..fi`` 10'LANDSCAPE BUFFER I I I 1 I I ,.,.\ TT^;:_:..,..>,.._,_,... T '• J:_-✓ E.PROP.l02 r/�--.-.lA�•-...e-:e..a.-e... j 9.. ••r' ••' 'IA. as=• u4iii...._- ,4 \� PROPOSED HEIGHT: ES: F.•W•x' 11 LANDSCAPE BUFFERPROP. . _"--'"'---- f--' ....�t- " • .'., : ln.::3:)Zl3T':aa; ::_i~, (S. 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RSE 3 �• � 33, 123N '5E ./ R5E 35 T23N i 6"0l 60; ; .1 .al� 1 6 VIT c •',:'i; 833 :_:__1k 4 i _r�Nrnen of' ,� .!� 1' I :•• -::r>_ F ii ilk.., c 1 mil,ru. fir ' <<22N R4E 'N-R3` - 6 T2 N'•5E JI r 22ry •5E• it .■'1 _iii. ►`\\1��1� ... —_._ 2 T22N R5E __::F:_$2 KROLL RC I Resource Conservation I CC I Convenience Commercial tPl Publicly Owned P�►GE# R-1 I Residential 1 du/ac [CN I Center Neighborhood --- Renton City Limits CS Center Suburban -- Adjacent L il.y,•4. Limits R-5 I Residential 5 du/ac , '•� a. R-B I Residential 8 du/ac CD Center Downtown (GreyTe,t •''Prezones SECT/TOWN/RANGE - • .. 'e.i.!_-"'-".... COR I Center Office Residential rwa' y RHH I Residential Manufactured Homes •"`� J ■�� Au,lomall;District A R-10 Residential 10 du/ac CA I Commercial Arterial I•:•:-:I Automall District El • R-14I Residential 14 du/ac CA' I Commercial Arterial Autoenell PAGE o RM-II Residential Multi-Family lnfill CO I Commercial Office X RH-NI Residential Multi-Family Neighborhood Center IH I Industrial - Heavy W INDEX RH-C I Residential Multi-Family Suburban Center lH I Industrial - Medium 1 g IL I Industrial - Light Re-u I Residential Multi-Family Urban Center —1 Public Use Elizabeth Higgins-Traffic c Mitigation Fe KinderCare�� lxlf i Page 1 ........................ From: Neil Watts To: Higgins, Elizabeth Date: 1/25/00 5:46PM Subject: Traffic Mitigation Fee for KinderCare The traffic generation analysis prepared by Stein Engineering, dated 1/25/00, is acceptable for purposes of determining the traffic mitigation fee for this project. The revised fee estimate is$19,057.50. 1 will get you a copy of a revised fee sheet for the project. 4:0 G 4 0 • T NT ........:..:..........:::......:•rTRANsP;QR:TAi:O miVt .TiGA :i.. ::::FE E :{:i:::i:.............::...................::::::::::::^i:::•i w.:vv::::••••••• ••...:....:..........f::iiii::i�iiii:�:�iiiiiii•is is0ii:•iii::4:iii:ii::�i:•:tiL:?�i::J:iivi:0iii:•ih:..iY.:ii•i:i}•i}i:•,v,.i:^::�{ Project Name K►videvCave, Lenz✓1�L Ceil t?v Project Address 11 17 /OE L/L/." Contact Person r'G11 ) �e a 5 ua)-; Address • Phone Number (50 3) — g 72 — /6 3 Permit Number L-0/9 — etc(- t g Z Project Description q ZZ I S-f. oetzvewLe ce nle V • Land Use Type: , Method of Calculation: ❑ Residential 0 ITE Trip Generation Manual ❑ Retail i§ Traffic Study TZ Non-retail ❑ Other Calculation: 13415er? 0✓► -✓jJ-u aKal ys/s re/a✓ed h j 5tett1 EK(11Ltee✓,w c(t?t 4 /zs/ 605 d-til[/ l�`IDS �� '1Z.10 tLeu.) tvifs IvL7 vi•ek) dai/1 trip.; 25 I. 1 ci / try At $75 1 tr'y i-15)(2'514.1 ) = Ie( , 05 2 Transportation Mitigation Fee: $ fc( , D57. 6° Calculated by: N Ivs; Date: 145/00 Account Number: Date of Payment , , Stein is i 96 SW Hall Blvd, Suite 308 � ® Beaverton, OR 97008 �?_-;ngi�ee��ng (503) 641-1437 ' -TTransportation and Planning Fax (503) 350-1698 January 25, 2000 C/ '14FA/7- Project 513 Renton KinderCare J� CF�'F/1 p `VlIAvG Ms.Elizabeth Higgins ?®0® Development Services �� City of Renton 1055 South Grady Way, 6th Floor Renton, WA 98055 Fax:(425)430-7300 (Original in Mail) Subject:Potential Daily Trip Generation of Pro used KinderCare Learning Center Dear Ms. Higgins: KinderCare asked me to review the City's est' ated traffic impact fee (TIF) for their site. The memorandum from Neil Watts indicated the TIF for this site is based on the ITE trip generation rate for a day care center, which is Land Use Code 5 5. The average weekday trip rate is 79.26 trips per day. For the proposed 9,221 GSF KinderCare Ce ter,this would calculate to 731 daily trips during a typical weekday. Given the City's fee of$75 per eekday trips,the TIF would be$54,825. However, based on the characteristics of this site as well as the trip pattern to day care centers in general, this estimate appears very high. First, the total number of weekday trips to the proposed facility is high compared to the number of hildren that the facility has been approved for. Specifically, the facility has been approved for 173 children and we anticipate that it will also have 15 employees. The children will generate slightly less than 4 trips per day (in/out to drop them off and in/out to pick them up). If we assume that 20 percent of children are either part of a car pool, members of the same family as another student, and/or do not attend on a given day, then an enrollment of 173 students will generate 555 vehicle trips (173 x 4 x 80%) during a typical weekday. Each employee will generate two trips per day, which adds another 30 vehicle trips per weekday. Additionally, there will be some other visitors to the site and miscellaneous trips (i.e., mail, deliveries, etc.). This could be as many as 10 vents per day, which would equate to another 20 vehicle trips per day. Based on these calculations, the estimated vehicle trips for the Renton KinderCare Learning Center is estimated to be 605 trips during a typical weekday. Second, the TIF fee calculation does not account for the fact that many trips to the KinderCare Center will result from drivers who typically pas-by the site anyway or who may divert 1-2 blocks over to travel to the site. These trips are not new to the system because these drivers are already on the roadway and do not truly impact the roadway system. The ITE Trip Generation Report contains estimates of pass-by and diverted trips for m y uses, which can be as high as 85 percent for convenience uses. Unfortunately, the ITE data o not have information about pass-by or diverted trips to/from day care centers. Traffic Impact Corridor Planning Parking Traffic Calming Signal Design Project 513 Renton 1GnderCare - Page 2 •January 25, 2000 Another source for this estimate would be TIF ordinances from other cities or counties that have considered this land use. For example, in Clark I ounty, Washington, their TIF ordinance includes a factor for new trips versus pass-by/diverted trips The County is in the process of updating their TIF ordinance. The existing ordinance applies a 74 percent new trip factor (i.e., 26 percent of trips are pass-by or diverted) to day care centers (see attached chart). The draft proposed ordinance would apply only a 10 percent new trip factor (i.e., 90 percent of trips are pass-by or diverted) to day care centers (see attached chart). For the Renton KinderCare site, we would pro/lose to use an average of these two factors, which would be 42 percent new trips. Thus, based on tl1e trip estimate of 605 trips, a more appropriate TIF fee would be$19,057:50($75 per trip x 605 vehi le trips x 42 percent new trips). If you have any further questions regarding this 'o ormation,please contact me directly. Sincerely, H ward S. Stein,P.E. Transportation Engineer Attachments cc: P.DePasquale,KinderCare Learning Centers c Pl, AS 4//6.445: -ter., : l 4 . 1 4 ' . " :,It-e, -::1 v EXPIRES 2-00z Traffic Impact Corridor Planning Parking Traffic Calming Signal Design // C•1 O L4 0 I( P 1 k)p-sC-,C )y COMPARISON OF TRIP RATE BETWEEN EXISTING AND PROPOSED TIF SCHEDULE • LAND LAND USE UNIT OF BASE %OP TRIP LEN. :ADJUSTED EXISTING CODE TYPE MEASURE TRIP RATE NEW TRIP (MILES) . '•TRIP RATE TRIP RATE jNtitin IIAL 1.1 L1OH'T INDUSTRIAL/INDUSTRIAL PARK 1,000 SF OfA 6.97 92% 6.0 . 6.54 . �.48 i•2 GENERAL INDUS1 RIAI/MANUFACTURINO 1,000 SF OFA 2,68 91% 6.0 :•2.51 NA 1-3 WAREHOUSE 1.000 SP OFA 3.75' 92% 6.0 332 • 1.30 ALEIRLS11,61 '. r-1 SINGLE FAMILY DWELLING 9.55 100% 5.9 • 935 10.05 r-2 APARTMENT QIIOH do LOW) DWELLING 6.47 1o0% 5.9 47 6 . , 6.60 r•3 RESIDENTIAL CONDOl7OWNHOUSE DWELLING 5.86 100% 5.9 SAC:,: 5.86 r-4 MOBILE HOME PARK DWELLING 4.81 100% 5,9 4,.81 • 4.81 r-5 CONGREGATE CARE FACILITY DWF�,LLING 2.15 74% 3.3 0.89 2.51 • I,ODCINQ <'.�`, 1.1 HOTEL ROOM 8.70 71% 6.1 .•'6A2...:: ' 4.35 1-2 MOTEL ROOM 10,19 59% . 6.1 •:. 6.25':' -. 5.10 BF;f"RFATI031' • ; :: CASE SPECIFIC :: NA rc 1 MARINA •::<:: re-2 GOLF COURSE CASE SPECIFIC s'?• f re-3 MOVIE THEATER SCREEN 186.67 85% 2.7 i:ri;::7299:::;?;5. 110.00 re-4 RACQUET CLUB 100g SF OFA 17,14 75% 3.5 .:;:'?:7:71M1' :. 7.97 jNSTITIM4NAL `:; 1n-1 JUNIOR COLLEGE CASE SPECIFIC 0.78 1s-2 UNIVERSITY CASE SPECIFIC ::•;.' ,:.'.. in-3 CHURCH 1.00 SF OFA 9.32 90% 4.6 >, '.-;6:.54:::,>: 3.85 4111,DAY CARE CENTER 1,00 SF OFA 79.26GP 2.4 0'�` ``='';.23.46- 33.50 m-1 HOSPITAL BED 11.77 77% 7.6 •:•<1,140,:::`: 8.34(1000 SF) • m-2 NURSING HOME BED 2.60 75% 3.3 `'; :1.!19 1.30 m•3 CLINIC - • 1,000 SF Of., 23.79 92% 5.7 ';i`,:21,01-:'k :. 11,90 0-1 GENERAL OFFICE<-9,999 SF 1,000 SF OFA 24.60 92% 6.0 .<23:0d 12.20 -2 GENERAL OFFICE 10,000-99,999 SF 1,000 SF OFA 18.73 92% 6.0 ::>;•'17,3E::,.;:`:: 8.16 • 9-2 OEN1ipi,LoFFICE100,000-299,999 SF 1,000 SF OFA 12.21 92% 6.0 ' ::(•11.47:.:= -. 6.86 o•4 GENERAL OFFICE>0300,000 SF 1.00�0 SF OFA 10.77 97% :.0 ::? ,10.1.1 `, 6.86 ._ o•5 SINGLE TENANT OFFICE 1,000 SF OFA 11.50 92% 6.0 »,;10.79•' :%: NA o-6 MEDICAL-DENTAL OFFICE 1,000 SF OFA ' 34.17 77% • 6.0 !`: ;1fi�'.:.: 17.08 o-7 OFFICE/BUSINESS PARK 1.000 SF OFA 12.90 92% 6A :13 r / Jan, 25, 2000 4: 14PM- No, 8865 P. 2/2 I 112,o PoS 6� 0 P-P IRAJCE . percentage of new trips. For exam le, if 15 percent of the trips to the gas station are "passing-by", the new trips are qual to one minus 15 percent, or 85 percent. Clark County as part of its transportation concurrency review of development applications has compiled a table of accepted pass-by factors. These factors are a compilation of information submitted by traffic engineers in traffic impact . studies (both drawn from the 5th edtion of ITE Trip Generation and independent local studies). in this update a pas -by factor of 1.0 is assumed where that list has no previously accepted factor. Table III-4 shows pass-by factors by land use. Table III-4: Pass-by Factors (Percentage New Trips) ITE Land Land Use Category New Trip Source Use Code Factor (see note) 110/130 _ Light IndustriaUIndustrial Park 1 Assumed 120/140 General Industrial/Manufacturing 1 Assumed - 150 _ Warehouse r 1 Assumed 151 Mini-warehouse 1 Assumed 210 (Single family residential _ 1 Assumed - 221 • (Apartment(high and low) 1 Assumed _ 240 (Mobile/Manufactured Home Park I 1 ,Assumed 252 'Congregate Care Facility I _ 1 Assumed 310 (Hotel 1 Assumed 320 (Motel 1 Assumed 411. (City Park _ 1 Assumed 412 County Park 1 Assumed 444. Movie Theater 1 Assumed 492 Racquet Club 1 Assumed [520 (Elementary School . I .1 ,Assumed 1521 , 'Private School* _ 1 Assumed 552 ,,,- IMiddle/Junior High School 1 Assumed 1530 High School 1 Assumed 1540 Community College I 1 . Assumed 550 University 1 Assumed 560/561 Church/Synagogue I 1 Assumed Day Care Center __ I0 County •10 Hospital 1 Assumed 620 Nursing Home• 1 Assumed 630 Clinic 1 Assumed . 710 General Office(< 10,000 sf) I 1 Assumed . _ [710 General Office(10k-99k sf) I 1 Assumed 1710 General Office(100k-299k sf) 1 Assumed 710 General Office(=>300k sf). 1 Assumed 720 _ Medical-Dental Office 1 Assumed 750/770 Office/Business Park I 1 Assumed 812 Building MaterialLumber 1 Assumed 815 Free-Standing Discount Store 0.5 County . 1820,, Shopping Center(< 50k sf) I 0.3 County Traffic Impact Fee Update Working Draft Staff Report January 14, 2000 Section 2 Page 17 AIM WWashington State Northwest Region Ai Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O. Box 330310 Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 January 21, 2000 DEVELOPMENT PLANNING Elizabeth Higgins CITY OF RENTON City of Renton Development Services Division JAN 2 food 1055 S Grady Way l'ECE1VE D Renton, WA 98055-3232 RE: SR 405, vic. MP 7.45, CS 1743 , , Kindercare Learning Center, Land Use No. LUA-99-182, ECF, SA-A Dear Ms. Higgins: Thank you for giving us the opportunity to review the Notice of Application for the Kindercare Learning Center, which is located at 1717 NE 44th Street. We have reviewed the subject document d have no comments. The project will not have significant impact on the state highway system. If you have any questions,please call Jo Collins at(206) 440-4915. Sincerely, P".- ----- gJ. Stone, P.E. Area Administrator- South King CJS:jc JTC cc: file i > City of Renton Department f Planning/Building/Public..,.irks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: j a rce.I�.S� � -h,G-vN COMMENTS DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) , PROJECT MANAGER: Elizabeth H1s0F AfrrOm PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 ' LOCATION: 1717 NE 44th Street JARS 1 `1 2000 SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221sg.ft SUMMARY OF PROPOSAL: The applicant, Kindercare, proposes to construct a 9,221 square foot, 21 Io �l i I ture. The site of the Kindercare Learning Center is zoned Corn ercial Arterial (CA). A daycare center is permitted in the CA Zone. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENT• Element of the Probable Probable More Element of the Probable 1 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 i - Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet j B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS - We have reviewed this application with particular attention to those are s in which we have expertise and have identified areas of probable impact or areas ire dditiona!information is needed to properly assess this pro osaL Signature of Director or Authorized Representative Date routing Rev.10/93 ) LpA d P777/)-;/1-2)41 ?ra 4 � •/.' - KINDERCARE EARNINCJ CENTER 1717 NE 4TH STRJEET Environmental Rey iew Janua I 18,2000 TRANSPORTATION: 1. The transportation mitigation fee is $75 er new trip generated. The trip rates are determined from the ITE trip generation manual, 6th edition. The applicant should provide a limited traffic analysis on the trip generation for this ropcisal with supporting information on appropriate reductions for passby and diverted trips. We'can evaluate reducing the traffic mitigation fee if supporting information is provided. See attached memo from Neil watts. 2. Show dimensions for on-site parking layout (stall depth, width and aisle width). Show dimension for both regular and compact galls. 3. All electrical and telecommunication far,`ilities to be underground. 4. Show City of Renton Standard detail. awing on submittal. 5. As-built drawings required before/tempo ary occupancy. 6. Note that rockery within 15-feet of the building is under the Building Department review and inspection and that portion of the rockery)greater than 15-feet from the building is under Plan review and civil Inspectors. For rockery see City Standard DR 02,page D017. 7. One street light to be proved on NE 41st St. Equipment to match the existing street light equipment and standards. 8. Minimum isle width at entrance off NE 1st St. is 24-feet. 00cm007T 00CM007T.DOC\ 1 CITY OF REST®4 _4 JAB+ a000 BUSH, ROED HITCHINGS, INC. BRH Civil Engineers land Land Surveyors CEO Steven A.Hitchings,P.LS. President January14, 2000 Ronald G.Goldy,P.E. Senior Associates Jeffrey J.McManus,P.L.S. John J.Weed,P.E. Elizabeth Higgins, AICP Associates rent D.Cummings,P.E. CITY OF RENTQN Brent Darrell C.Nance,P.L.S. Renton City Hall - 6th Floor Project Managers 1055 S. Grady Way Bryan L.Campbell,P.L.S. Renton, WA 98055 Jay D.Decker,P.E. Pedro A DeGuunan,P.E. Harold E.Hagenson,P.E. Re: Kindercare Learning Center William AHickox,P.L.S. Project No. LUA-99-182, ECF, SA-A James V.Harrison Dear Ms. Higgins: In regards to your letter dated January 10, 200), and pursuant to our conversations regarding that letter, I am enclosing some additional informatior' as follows: • The PMT's are enclosed for the grading plan, crainage plan, and landscape plan. • I have attached a sheets with some additional information regarding the symbols used on the civil drawings. This information has been added to the civil drawings. • The title blocks have been revised on the civ I drawings to eliminate Mr. Zimmerman's name. • The street names have been corrected. All references to 1 10th Ave SE have been eliminated. The correct name is now shown as NE 44th St. • I have enclosed two copies of the revised landscape plan to address your concerns. • I have enclosed two copies of the revised site plan identifying the use areas. Please let me,know if you have any further concerns or need additional information. I would like to do everything I can to keep this project on schedule. Sincerely, BUSH, ROED& HITCHINGS, INC. WU-14/P Brent D. Cummings, PE Assistant Engineer Division Manager cc: Mr. Jerry Burtenshaw, Exit 7 Mr. Phil Depasquale, Kindercare 2009 Minor Avenue East, Seattle,Washington 9:102-3513 - Phone 206/323-4144; Fax 206/323-7135 1-800/935-0508 Internet:brhinc.com A t City of Ri i Department of Planning/Building/Public r v.v„cs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEE REVIEWING DEPARTMENT: k O'tal COMMENTS DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: JANUARY 10, 2000 APPLICANT: Kindercare (Phil Depasquale) PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 LOCATION: 1717 NE 44th Street SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221 sq.ft. SUMMARY OF PROPOSAL: The applicant, Kindercare, proposes to construct a 9,221 square foot, 21-foot high structure. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A daycare center is permitted in the CA Zone. 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 ` c/11 Z!mpaef are f 1 C U /C) 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. Li)/2-<_g4e/ - 2-2 yvZ) Signature of Director t*r Authorized Representative Date routing Rev.10/93 •ttaIl.1111 erb •-• . • is City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION ;REVIEW SHEET • REVIEWING DEPARTMENT: ,,f„rel COMMENTS.DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A , DATE CIRCULATED: JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 ITY LOCATION: 1717 NE:44th Street ° OF R .6 •• RTte�ar-..`r-1 SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221 sq.ft. iA Minnap SUMMARY OF PROPOSAL: The plicant, Kindercare proposes to construct a 9,221 square foot,°foot higlt5teacture. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A daycare catty(' in the CA Zone. d;i tf 1614_. 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 I Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health ' Public Services Energy/ Historic/Cultural Natural Resources I Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS fcr ZevttvK L.,cAt KC S 04 1 -�Guo • p VO -24.,t Is eiXe.,titP( Jvo loolli d teti iori b cvui'cv civa/tfci Z✓r?eel t rr ivyl19 V✓ • C. CODE-RELATED COMMENTS rte. pet/el y f tN1 e Gt y0 ®,IZ`1 v i t 4 evvo;‘,/ v ft 1,4 ,P be tl'eVAi✓cc'( Cf))l ) 5ueuv-e ffriI71G11 covs/✓uL7,69 pevvyiit) -fa) -0444pro f ea- We have reviewed this application with particular attention to those are ss in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this pro °sal. i\) 1011121r 125 AD Signature of Director or Authorized Representative Date routing Rev.10/93 • • s :- ["lam �J KINDERCARE LEARNING CENTER �p 1717 NE 4TH STREET �j� ,, ) Environ ental Review Janua 19,2000 WATER: 1. The records indicate the Water System Development Connection charge has been previously paid. 2. One fire hydrant is required for each 100 I gpm of required fire flow. Each fire hydrant delivers 1000 gpm for fire flow. Fire Prevention ffice determines the required fire flow. The present estimate is 1750 gpm,therefore two(2)fi e hydrants would be required. 3. The primary hydrant is to be within 150-eet of the structures,but not closer than 50-feet. The secondary hydrants must be within 300-feet of the structures. 4. If required fire flow goes over 2500 gpm water loop system is required. A loop system when required is located in a 15-ft. Utility Ease ent. 5. Water plans to show domestic water mete size,valves and location. 6. The plans to show the size and location of the irrigation meter which is to include a backflow prevention device. 7. All new and sue fire hydrants uselto met the above requirements must be fitted with a storz fitting. OOcm007W U5-e "P : I s Docuinent5\ City of Renton Department of Planning/Building/Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: k Fife, COMMENTS DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) PROJECT MANAGER: Elizabeth Hi- i{ e , E PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 LOCATION: 1717 NE!44th Street J A N 1 1 2000 SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221 sq.f�,IT1t " I FIRE � Lu IRCN TON i IRE SUMMARY OF PROPOSAL: The applicant, Kindercare, proposes to construct a 9,221 square foot, 21-foot high structure. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A daycare center is permitted in the CA Zone. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENT 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 /� i p` toff vr� �Gk) L B. POLICY-RELATED COMMENTS a C. CODE-RELATED COMMENTS I Se 6 'eide/ C -m m l7 We have revie ed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ditional informati 's needed to properly assess this proiosal. /` , /61 Signat re f Director or Authorized R resentative Date routing Rev.10/93 Y • 3 ® set C 'TY OF RENTON FIRE PR VENTION BUREAU ��NiTs� M MORANDUM DATE January 12, 2000 TO: Elizabeth Higgins, Pla ner 4 FROM: Jim Gray, Assistant Fie Marshal SUBJECT: Kindercare Learning C nter, 1717 E 44th St. MITI CATION ITEMS; 1. A fire mitigation fee of$4,794.92 is required based on $.52 per square foot of the building square footage. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1750 GPM, one hydrant is required within 150 feet of the structure and one ao ditional hydrant is required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of fire alarm and sprinkler systems. 3. The plans also need to be review-d by the State Fire Marshal for State licensing requirements. Please feel free to contact me if you have any questions. Y t: City of l =: '_1 Department of Planning/Building/Publi ;ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: te-S COMMENTS DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 LOCATION: 1717 N EI 44th Street • SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221 sq.ft. SUMMARY OF PROPOSAL: The applicant, Kindercare, proposes to construct a 9,221 square foot, 21-foot high structure. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A daycare center is permitted in the CA Zone. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the L 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 yde,,,,eatn /6r4 1-0 C. CODE-RELATED COMMENTS (---jtvbe crA,t /7/0 (),y6Gir ig3s646, We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or l areas w ere additional information is needed to properly assess this prof osal. a or' a Signature of Director or uthorized Representative Da routing Rev.10/93 , Aiwa City of SPIN nrjn Department o Planning/Building/Public Ws ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: CONs�Vu,C�iGV\ Ser\il(pg COMMENTS DUE: JANUARY 28, 2000 APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 C LOCATION: 1717 NE 44th Street op Rea,.ON SITE AREA: 1.58 acre I BUILDING AREA(gross): 9,221 sq.ft. A SUMMARY OF PROPOSAL: The plicant, Kindercare, proposes to construct a 9,221 squat pot, 21-foot higrr ap icture. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A daycare f 1 �ermitte d in the CA Zone. 42 I igl d`v 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 6,135LIQ VC as-1-5 C'f Sc c Z—S t2 o , 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. / _ / / 1 / 6c.) Signature of Director or Authorized Representative - Date/ / routing Rev.10/93 l I{; 1. • City of Renton Department of Planning/Building/Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:Ea\bmc- O d COMMENTS DUE: JANUARY 28, 2000 P APPLICATION NO: LUA-99-182,ECF,SA-A DATE CIRCULATED: 'JANUARY 10,2000 APPLICANT: Kindercare(Phil Depasquale) PROJECT MANAGER: Elizabeth.Higgjns PROJECT TITLE: Kindercare Learning Center WORK ORDER NO: 78624 I '`t},f4C„ i., LOCATION: 1717 NE,44th Street JA ' I SITE AREA: 1.58 acre I BUILDING AREA(gross): ,221 sq.ft. ?l)�o Eu,.;0,uar,:c t,t,. SUMMARY OF PROPOSAL: The applicant, Kindercare proposes to construct a 9,221 squarAfd'ot.21=foot,,tiig1'i'str lcture. The site of the Kindercare Learning Center is zoned Commercial Arterial (CA). A dayca1 center iSiO" -itted::in t f e CA Zone. 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 No PUS c I SSD1 . -r-oyz-� 1 c,-FLc9-nrrvyrvz. . • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those are s in which we have expertise and have identified areas of probable impact or are here's`dditional-infor ti ation is needed to property assess this proposal. , i/(:) ide Signatur 'o �irector o horiz-d Representative Date routing Rev.10/93 9ft? City of Renton Development Services Divsion '�� 0< 1055 South Grady Way, 6th Fir NT Renton, WA 98055 Date: January 24, 2000 TO: Howard Stein FROM: Elizabeth Higgins, Sr. Planner Development Services Div. Development/Planning Phone: (503)641-1437 Phone: (425) 430-7382 Fax: (503)350-1698 Fax Phone: (425) 430-7300 SUBJECT: Kindercare Traffic Study I Number of pages including cover sheet: 2 REMARKS: 0 Original to E Urgent ® As ❑ Please ® For your be mailed Requested Comment review • Traffic memorandum If you have questions, you may contact the refiewing Engineer, Clint Morgan at 425-430-7216. ksia L• head of the curve Elizabeth Fii:..ggins-Re: ewa y?Gat :., v:..::::. _ �. ,u.,v:::.�.........::....:x---�..........................-,.....--.. •- ,. 1. A � Page From: Robert Jenkins To: Elizabeth Higgins Date: 1/13/00 4:16PM Subject: Re: Gateway? Elizabeth, There some general community design policies in the Comp. Plan that you might want to take a look at, e.g., LU-278, LU-284, LU-289, LU-293, etc. Rob >>> Elizabeth Higgins 01/12/00 08:15AM >>> We are currently reviewing a site plan for a KinderCare to be located on NE 44th St. At the Preap, Owen asked them to "face 44th" rather than turn their back. But now we have a landscape plan for the project that is deathly boring. Since our landscape requiriements are practically non-existing, I am thinking of taking the approach that I thereby have some lati,ude in what I approve. Do we have some kind of philosophy regarding or vision for the gateways t• the city that I might use to hang something on? Any ideas? Thanks! CC: Rebecca Lind t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: 1 JANUARY 17,2000 TO: ELIZABETH HIGGINS FROM: NEIL WATTS IV A SUBJECT' KINDERCARE LEARNING CENTER(LUA-99-182) TRAFFIC MITIGATION The ITE TripGeneration Manual lists DayC. e Center (565) as an identified land use, with a average daily trip generation of 79.26 daily trips per 1000 sq.ft. of gross floor area. For the proposed 9,221 square foot structure, the calculated daily trips would be 731 daily trips. At $75 per daily trip, the traffic mitigation fee would be$54,825. The applicant should provide a limited traffic analysis on the trip generation for this proposal, with supporting information on appropriate r uctions for passby and diverted trips. We can evaluate reducing the traffic mitigation fee if sup offing information is provided. cc: Clint Morgan -i---- -�-- 1 o arg �a� ` - S ` A Keiiimv U I, Lt , �An Pi' J ® /NIP& CM( �h J �f'r e Nees? (/ 1. e , « v 6� �'� � " ` ;ems�s �ixt-6.G __--- -------- _ - --- é 1055 South Grady Way, 6th Fir Renton, WA 98055 Date: January 10, 2000 TO: Brent Cummings FROM: Elizabeth Higgins, Sr. Planner Bush, Roed & Hitchings, Inc. Development Services Div. Development/Planning Phone: (206) 323-4144 Phone: (425) 430-7382 Fax: (20116) 323-7135 Fax Phone: (425) 430-7300 SUBJECT: Letter of Complete Application I Number of pages including cover sheet: 2 REMARKS: ® Original to E Urgent ❑ As ❑ Please ® For your be mailed Requested Comment review • Letter of Complete Appllication Call if you have questions — note due date. • Ili "" rvn tL11LV11. Ahead of the curve • : <.;I .; :` EielVI :>I< >mumm >>»` > ><>>» >NT.. .ER�/.IC.ES.aIUISI ST OF SURRaUND1 G: PROPERTY aWNERS"' fet�f thes e ........................................ ...................... ... PROJECT NAME: K/ND CI4/ E c.EAg1VIfoe C :fie, APPLICATION NO: I-UA • `�(4 ' 02-, S I'}i`R, The following is a list of property owners within 30J feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER bEVELOPEVENT Pi!<�� UU1 NG CiTY OF REN T ON DEC22 1999 I E (Attach additional sheets, if necessary) • 11, • (Continued) • NAME ADDRESS ASSESSOR'S PARCEL NUMBER • Applicant Certification I, j3'a EAIT D C Chi?p i/10,.S , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: CI City of Renton;Technical Services Records l�`fitle Company; Records CI King County Assessors Records i0� e® I � �'oaaeQumeeay�e / `C efA�o��4� Sign Date /2117 /„ b°�-4 (Applicant) oo°�® TA p kdQ9® NOTARY Aug t°U • ATTESTED: Subscribed and sworn before m',e, a Notary Public, in and for `>var; '' of rash . residing at �� on the fillday of Signed ,,1i1A I14 IMIC\ C-/�p���' v` (Notary Public) :.. ..................................,rota rc :..:..• ***;: >:.;:.::.::.;:>:z<::::<:::::>:«::>;:«;<.: :.;:.;:.:.;::.;:.::.::.> ` 'cafiorrwer m each listed co ert ::owner:.on_:.::::.t i:... :: ....................... . .................................. .................... ate ::::::<:.::. ►.:::.::: .:::.::::...::.:::.: .. :::::::::. .: ::.:;.;:.:;.::::. Signed:::� f�-C�..� e r ;;:``e � fe`:of 1lVash n iefo e' .`e>�a . rite::>P.,.ubl•c<<` "a a r. ATTEST:<;:Siibsc[(bed:;and:: N . . .,.::.:....:...., .: ....::..:::: : T.. '::::.: ':1 : »:: ............... listprop.doc STATE OF WASHINGTON REV 07/98 COMMISSION EXPIRES MARILYN KAMCHEFF 2 JUNE 29.2003 " MY APPOINTMENT EXPIRES:6-29-03 411k, 010 Prepared for: JACOB SVOBODA R E C EE, 'ry D BUSH, ROED & HITCHINGS NOV - 4 22 2009 MINOR AVE EAST SEATTLE WA 98102 USH,ROED&HITCHINGS INC. Report Prepared by: FIRST AMERICAN TITLE - SEATTLE Service Rep Name: TERRI NUGENT Date: 11/03/1999 Delivery Type: COUR ER 4- Fax: � C/ Sales Rep Name: .„.., pyo )e9.q Comments: L.,39(j. i � ,- A ,Ijii, ******************************************************************************* Customer Billing # Cost Tax Total Investment This cover sheet is your invoice. Pie se remit a copy along with your payment To: FIRST AMERICAN TITLE - SEATTLE 2101 4TH AVE #800 SEATTLE, WA 98121 THANK YOU FOR CHOOSING FIRST AME ICAN TITLE, WE KNOW YOU HAD A CHOICE! ! ! ! Copyright 1999 R ESTATE SOLUTIONS TIPS On-Line FIRST AMERICAN TITLE - SEATTLE FARM PACKAGE Page 1 Prepared for: BUSH, ROED & HITCHINGS, JACOB SVOBODA 11/03/1999 Prcl: 322405-9010-08 Use: 924-i1AC-COML SqFt: Date: 1996/12/04 Name: FAWCETT CLARISSA QSTR: NW- 2-24-05 LdSz: 5.73 Sale: GIFT- Tel#: Zoning: CB Styl: Bd: Deed:DY Typ:FHA Site: LAKE WASH BL N Bths: F T H Loan: $133,947 Mail: 4008 MEADOW AVE N Assessd: 374,000 Tax: 4997.44 AFN:19970108-0508 City: RENTON WA 98056 %Imp: Yr: Un: Mkt: B4 WF/V: Legal: LOT 322405 BLK 10 POR OF GOVT LOT 1 OF NW 1/4 STR 32-24-05 LY E OF Prcl: 334330-0800-06 Use: 114-4PARTMEN SqFt: 109,772 Date: 1992/04/15 Name: CEDAR RIM APTS QSTR: SE-29-24-05 LdSz: 4.36 Sale: $7.300M Tel#: ; Zoning: RM1800 Styl: Bd: Deed:D Typ:MTG Site: 7900 110TH AV SE Bths: F T H Loan:$2,000, 000 Mail: 14205 SE 36TH ST 123 Assessd: 6.2362 Tax: 80985.80 AFN:19961118-0577 City: BELLEVUE WA 98006 %Imp: 87. Yr: 1981 Un:104 Mkt: B4 WF/V: /MTN Plat: HILLMANS LK WN GARDEN OF EDEN # Lot: 166 Block: Prcl: 334330-1140-03 Use: 252-RET STOR SqFt: 19, 000 Date: 1987/08/31 Name: DEITCH MICHAEL J QSTR: SE-29-24-05 LdSz: 1.52 Sale: $1.860M Tel#: Zoning: CB Styl: Bd: Deed:W Typ: Site: 1800 NE 44TH ST RENTON, WA 98056 Bths: F T H Loan: Mail: 4126 187TH AVE SE Assessd: 1.7924 Tax: 23925.71 AFN: City: ISSAQUAH WA 98027 %Imp: 62.9 Yr: 1986 Un: Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 3 Lot:183 Block: Prcl: 334330-1141-02 Use: 922- AC-COML SqFt: Date: 1987/01/14 Name: EXIT 7 INC QSTR: SE- 9-24-05 LdSz: 1.58 Sale: $1.100M Tel#: Zoning: CB Styl: Bd: Deed:W Typ: Site: 108TH SE Bths: F T H Loan: Mail: 1500 114TH AVE SE STE Assessd: 689,200 Tax: 9203 .44 AFN: City: BELLEVUE WA 98004 %Imp: Yr: Un: Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 3 Lot:183-184 Block: Prcl: 334330-1143-00 Use: 425-RESTAURA SqFt: 4,804 Date: Name: MCDONALDS REAL ESTATE QSTR: SE-29-24-05 LdSz: 34,904 Sale: Tel#: ! Zoning: CB Styl: Bd: Deed: Typ: Site: 1711 NE 44TH ST RENTON, WA 980 6 Bths: F T H Loan: Mail: PO 66207 AMF OHARE Assessd: 1.2750 Tax: 17020.89 AFN:19970922-0444 City: CHICAGO IL 60666 %Imp: 67.1 Yr: 1988 Un: Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 3 Lot:183-184 Block: I Prcl: 334330-11150-00 Use: 922-VAC-COML SqFt: Date: Name: THC EXIT SEVEN L L C QSTR: SE-29-24-05 LdSz: 1.87 Sale: Tel#: 1 Zoning: CB Styl: Bd: Deed: Typ: Site: Bths: F T H Loan: Mail: 3241 156TH AVE SE Assessd: 734,300 Tax: 9805.31 AFN:19970730-1754 City: BELLEVUE WA 98007 %Imp: Yr: Un: Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 3 Lot: 184-185 Block: Prcl: 334570-001p5-08 Use: 101- NGL FAM SqFt: 2, 020 Date: 1992/04/29 Name: COAD FRANK QSTR: NE-32-24-05 LdSz: 3. 63 Sale: QTCLM Tel#: (425) 255-8403 Zoning: R-10 Styl: 1.5 Bd: 5 Deed:Q Typ:MTG Site: 4348 LINCOLN AV NE Bths: Fl T H Loan: $25, 000 Mail: 4348 LINCOLN AVE NE Assessd: 197, 000 Tax: 2653 . 15 AFN: 19920430-3325 City: RENTON WA; 98055 %Imp: 36.5 Yr: 1952 Un: 1 Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 7 Lot:1-2 Block:1 Information provided is deem d reliable, but is not guaranteed Copyright 1999 R L ESTATE SOLUTIONS i 41, FIRST AMERICAN TITL - .JIATTLE FARM PACKAGE Page 2 Prepared for: BUSH, ROED & HITCHINGS, JACOB SVOBODA 11/03/1999 Prcl: 334570-0055-07 Use: 901- AC-RES SqFt: Date: 1988/12/29 Name: HESS IMOGENE C QSTR: NE-32-24-05 LdSz: 2.63 Sale: Tel#: Zoning: CA Styl: Bd: Deed:W Typ: Site: I Bths: F T H Loan: Mail: 12727 SE '63RD ST Assessd: 75,000 Tax: 1007.00 AFN: City: BELLEVUE ,WA 98006 %Imp: Yr: Un: Mkt: B4 WF/V: Plat: HILLMANCLK WN GARDEN OF EDEN # 7 Lot:1 & 4 Block:2 Prcl: 334570-0057-05 Use: 101-iNGL FAM SqFt: 790 Date.: 1985/05/03 Name: BRANDT HAL QSTR: NE-32-24-05 LdSz: 38,840 Sale: Tel#: Zoning: CA Styl: 1.0 Bd: 2 Deed:Q Typ: Site: 4401 110TH AV SE Bths: F1 T H Loan: Mail: 12727 SE 63RD ST Assessd: 132,100 Tax: 1768.82 AFN: City: BELLEVUE WA 98006 %Imp: Yr: 1922 Un: 1 Mkt: B4 WF/V: Plat: HILLMANSiLK WN GARDEN OF EDEN # 7 Lot:1 Block:2 Prcl: 334570-0059-03 Use: 610-PRNT-PUB SqFt: 18,948 Date: 1996/04/01 Name: HEATH PROPERTIES LTD P QSTR: NE-32-24-05 LdSz: 2.35 Sale: PTNSP Tel#: Zoning: CB Styl: Bd: Deed:QY Typ:SEL Site: 4308 JONES AV NE RENTON, WA 98056 Bths: F T H Loan: $2,157,250 Mail: 1617 BOYLSTON AVE Assessd: 674,100 Tax: 9001.93 AFN:19960402-0311 City: SEATTLE WA 98122 %Imp: 39.1 Yr: 1960 Un: Mkt: B4 WF/V: Plat: HILLMANS LK WN GARDEN OF EDEN # 7 Lot:2-3 Block:2 Information provided is deemed reliable, but is not guaranteed Copyright 1999 REAL ESTATE SOLUTIONS ®091S JaSri slagai ssaippd ®A213AV ,,, NO 4101, , Clarissa Fawcett CEDAR RIM APTS Michael J Deitch 4008 Meadow Ave N 14205 SE 36th St 123 4126 187th Ave SE Renton WA 98056 Bellevue WA 98006 Issaquah WA 98027 EXIT 7 INC MCDONALDS REAL ESTATE C Exit Seven L L C The 1500 114th Ave SE Ste 10 PO 66207 Amf Ohare 3241 156th Ave SE Bellevue WA 98004 Chicago II 60666 Bellevue WA 98007 ' Frank Coad Imogene C Hess Hal Brandt 4348 Lincoln Ave NE 12727 SE 3rd St 12727 SE 63rd St Renton WA 98055 Bellevue WA 98006 Bellevue WA 98006 HEATH PROPERTIES LTD PTS , , 1617 Boylston Ave Seattle WA 98122 • ®09I5 aoj alejdwa)asn wls$aays paaj q oows ..................;:.....:;..:;.....::...... ........... + TYt3FREN.T N....................................: :.:::...: ... ..... ......................... :::;DEVE LQPM .. :: . ::: . . UBMIT 'AL::f E UIR f TEP A >' ` . `,: :.'O :...;. _ < ' >{`< . :: :: :::::::.:.:....:.::::::: N A@ .:: .............. ..:: :::: . ......... ....... . .................:.. ....... .......... . ..:<.:::..:::. COMPLETE.APPLICATION REQUIRED: The City cannot accept an application that does not =_ ... _. --_- • have:all ofthefollowing-:items:-ln:order_to•accept. our application, each of the following must-be::' :::_,:- ..submitted:to,:counter.staftat,the.-same.time: .If:yo :have received a prior.written-.waiver of=a.submittal:..:,- --. item(s) during.a.preapplication meeting,.please-bring this form in lieu of any submittal-item not-provided:- - AP.PLICATION TIMES: We encourage all applicants to bring in one copy of the application . package ford informal review by counter staff prior to formal application and fee payment in order to ensure all the information is complete. This shou� be done prior to making the requested number of copies. Applications will be accepted at the 6th fl or counter of the Renton Municipal Building, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M. Monday through Friday. No appointment is necessary. ,Please allow for 20 to 30 minutes for application screening. Due to the screening time required, messengered applications cannot be accepted. EARLY CONSULTATION: .Priorto.submitting an application,the applicant should informally discuss the proposed development with the Development Services Division. The Development Service Division will provide assistance and detailed information on the City's land use requirements and standards. For further information on this project,see the instruction sheet entitled "Submittal Requirements for Preliminary.Project Review". PURPOSE: The purpose of Site Plan Approval is to assure that the site plan of proposed uses is compatible with both the physical characteristics of the site and with the existing and potential uses of the surroundinglarea. The Site Plan review assures th t a development is consistent with City of Renton Plans, Policies and Regulations (Renton Municipal Code, Section 4-9-200). APPLICATION MATERIALS: PLANS`aril#f TTACHMENTS: :Please::.f..old:all:.lans:and:::attachments:ijoio*e>:not:exeeedtn 8>5">o' Air.< for:: - t ae> a to:::s f. ,...or.. g .��.. I..t.:r.:.Sze.:vld.:r::. .::....:.:.:..........., ..:.,::.::: : :.. . ..:..;.... ::.::...<::. :..;.::.:. ... :<:.::.:.;:..;:<::::;<:.;:::;:;;:;:::.::;;:;; :: . Vi. Master Application: Please provide the ilriginal plus eleven (11) copies (12 total) of the COPLETED Master Application form. Application must have notarized signatures of ALL . currentl property owners listed on the Title Report. The legal description of the property must be listed on the application form. 2. Environmental Checklist: Please provide twelve (12) copies of the Environmental Checklist. If a particular question does not apply, please do not leave it blank. Fill in the space with "Not Applicable". . _ Site Plan Approval •�� - i n d.oC4, 144 ALP v 3. ..Title Report: Please provide three (3) copies of a current title report which has been-obtained from the Title Company.docurnenting.ownership and listing all encumbrances.-If the title report_.:= __ (or plat certificate).references_any recorded documents(i.e..easements, dedications, covenants) .- - -._ five-(5)_copies of.the=referenced recorded.document(s) must also be provided. _-- ._---- - 4. Mailing Labels: Please submit two.(2)sets of self-adhesive mailing labels including the name, .-.... • 77 mailing;address;and King CountylAssessor''s:account numbers (optional)forall property-owners' ..�< = within three hundred feet (300')=of the boundaries of the subject site. DO NOT provide envelopes,metered postage or stamps. The Development Services Division will provide these . ... , .;;_-. items. - ✓.5: . . List of Surrounding.Property::Owners:..Pleasesubmit two (2) copies of a signed and notarized: :, , --.,.City of Renton:Development Services Division "List of.Surrounding.Property-Owners"form listing, all current property owners and their mailing addresses and King County Assessor's account - . - - numbers within three hundred:feet(300) of the boundaries of the subject site as obtained from a - --.- Title Company or the King County Assessor's Office. The list shall include a notarized statement -- attesting that the ownership information provided is current and accurate. Current shall mean obtained within the past thirty (30) days unless otherwise approved by the Development Services Division. 6. . Legal Documents: Please provide four(4) copies of each of the.following documents (if applicable): • . Proposed Restrictive Documents • Draft Deeds to City for any land to be dedicated • Proposed Easements ✓ - •. . Draft Homeowner's Association Documents 7. Fees: The application must be accompanied by the required application fee (see Fee Schedule) and first class postage rate per mailing label. Please DO NOT provide metered postage or stamps. Please call (425) 430-7294 to verify the exact amount required. We cannot accept checks for over the total fee amount. ✓8. Preapplication Meeting Summary(if applicable): If the application was review at a "preapplication meeting" and a written summary was provided to you, please provide five (5) copies of the summary. ✓9. Project Narrative: Please provide twelve (12) copies of a clear and concise description and summary of the proposed project, including the following: • Project name, size and location of site, • Zoning designation of the site and adjacent properties, • Current use of the site and any existing improvements, • Special site features (i.e.wetlands,water bodies, steep slopes), • Statement addressing soil type and drainage conditions, • Proposed use of the property and scope of the proposed development (i.e. height, square footage, lot coverage, parking, access, etc.), • Proposed off-site improvements(i.e. installation of sidewalks, fire hydrants, sewer main, etc.) . • Total estimated construction cost and estimated fair market value of the proposed project, • Estimated quantities and type of materials involved if any fill or excavation is proposed, • Number,type and size of trees to be removed, • Explanation of any land to be dedicated to the City. 2 I _ Site Plan Approval Pl»AIDS::aic:aTICHMENTS.:>>Please`fal.d:<aA< .lans`:and<.attch ; ::: .....:..::::::::.::::::.::::::::::::::.:::::::.::..::::..:.:.::::::::::::::::::.::................... ...........................:...:..rn.eftts<taa.azo..nofi::exceedn ogpra a ii i a:letter::size::: ora. -<:::>::>::>::>::»::::>::::> ii ii»::>::>::>::;:i::v:::;::::: >::>::>::>:::::::>::.:::»::»::>::»::>::>::;;;.;<;::.:•;::.;:.:;.;:.:;:•;:•:;:.>:.;:.;:.;:.::.:;.;:.;:.;:.;;:::.>;:.;;:.;;::.::.;:.;:.;:.:.;:.::.;:.;;:.::.;:.: .. . • Construction Mitigation Description (if applicable):- Please provide five (5)-copies of a written narrative addressing each-of-the following: • • Proposed constructibrrrda�es:(b'egin�and:"end°.dates),_ • Hours of operation, 1... • Proposed hauling/transpotation .Measures to be implemented to minimize-dust,traffic and transportation impacts, erosion,:mud, noise, and other noxious characteristics. - - •. Any specialty hours proposed for;construction-or,hauling (i:e..weekends, late nights), and •. :. • Preliminary traffic control-plan: °•r° • . 11.:L. . ::Neighborhood Detail Map: Please provide twelve (12):copies:of.a:map drawn at a . scale of one inch equals one hundred feet (1"= 100') or one inch equals two hundred feet (1' = 200') (or other scale approved by the Development Services Division Director). This map shall show the location of the subject site relati\e to the property boundaries of the surrounding parcels within approximately one thousand feet(1,000'), or approximately two thousand five hundred feet (2,500') for properties over fi$e (5) acres, and identifying the subject site with a darker perimeter line than that of surrounding properties. This map will be used to identify the site location on public notices and to review : .compatibility with surrounding land uses....1 he map shall also show: the property's lot lines, • • . ..• ..existing land uses, building outlines, City Loundaries of the City of Renton (if applicable), north : . :•arrow.(oriented to the top of the.:plan sheet), graphic scale used for.the map,-and City of Renton (not King County).street names for all streets shown. -Kroll MapCompany (206 448-6277) roduces maps that mayserve this purpose oryou mayuse P YP I P P P the King County Assessor's maps as a ba a for the Neighborhood Detail Map. Additional information (i.e. land uses and building outlines for adjacent sites)will need to be added by the applicant. 1 12. ! Site Plan: Please provide twelve (12) copies of a fully dimensioned plan sheet drawn at a scale of one inch equals twenty feet (1"r 20') (or other scale approved by the Development Services Division Director). We prefer th9t the site plan be drawn on ONE sheet of paper unless the size of the site requires that several plan sheets be used. If you are using more than a single plan sheet, please indicate connecting ploints on each sheet. The Site Plan should show the following: • Name of proposed project, • Date, scale, and north arrow(oriented to the top of the paper/plan sheet), • Drawing of the subject property with all property lines dimensioned and names of adjacent streets, • Widths of all adjacent streets and alleys, • Location of all existing public improvements including, but not limited to, curbs, gutters, sidewalks, median islandsl, street trees, fire hydrants, utility poles, etc., along the full property frontage, • Location and dimensions of existi g and proposed structures, parking and loading areas, driveways, existing on-site trees, existing or proposed fencing or retaining walls, free- standing signs, easements, refuse and recycling areas, free-standing lighting fixtures, utility junction boxes, public utility transformers, storage areas, buffer areas, open spaces, and landscaped areas, 3 Site Plan Approval • .The location and dimensions of natural features such as streams, lakes, marshes and wetlands, • Ordinary high water mark, existing and proposed, if.applicable, - • For wireless communication-facilities,.indicate type and locations of existing and new •- -- plant materials used to,scre'en facility_components and the-proposed-color(s) forthe facility, ,..,?,-- f•< -. :''>-.t.:,i;-..�; ;.;:i� t !::+i� , ;: :;i ::;; : ; ;:..;:.>.2 ::;; :r : :..:;;..:a.:.:.,.y . ;: ::;:;: ::.i; ::.: : ;;:2:i :<i :*.::.:::<::..<:;;A legend/anatysis;of:.the followin information MUST be.included:.on:ahe.site;plan >:::::<::>::;:::: -- • Total square footage of the site, • Square footage (by floor and overall total)for each individual building and/or use, • • ..Total square footage of all building/structure footprints, _ • . - • Total impervious surfacing (pavement,.etc.):- List the square.footage•of both -existing impervious to remain plus new impervious to be installed, . •• - • •• • • Square footage of all landscaping (total; interior.of parking lot, and wildlife habitat/natural area), • Allowable and proposed building height, • Building setbacks required by Code (N,S,E,W), • Proposed building•setbacks (N,S,E,W); • Square footage of any on-site wetlands or slopes greater than 40%, • Parking analysis, including: . • • Number of stalls required by Code (if more than one use/ratio.show required number for each use). . • . ..Total number of stalls proposed (if less or more than total.number . . .. : _required by.Code, also.attach a request for a parking modification to your application package), •• • • -..Location and number of"ADA accessible"-stalls,•compact, employee • and/or guest parking stalls, • Sizes of various types of stalls proposed • Angle of stalls(if other than 90 degree), • Location and size of curb cuts, • Traffic flow;within the parking, loading, and maneuvering areas and ingress and egress, • Location of wheel stops, • Loading space(s)--Location and dimensions, - • Number of stacking space(s)for any drive-up windows, and • Location and dimensions of any bicycle racks, bus shelters, carpool parking spaces; or facilities designed to accommodate access to the site. PLANS!:an.d::ATTACHMENTSff?l.ease:::fold:>all: .I.ans:::andAttachments::ttz:*Slze:::.o :. itt: ::::::.:: :::.::.::.:p ..:.............................:........::nt:e�cce.:edm ::$:.�::;:.b :.;:t.t.;:.: fOristoragoityaiitettOrsiZololgeraigiMiMigiumumMOM,inimERNmomMIMMEMINMERMIN 13. Architectural Elevations: Please provide twelve (12) copies of a twenty four inch by thirty six inch (24"x 36") fully dimensioned architectural elevation plan drawn at a scale of one- • fourth inch equals one foot (1/4"= 1') or one-eighth inch equals one foot (1/8"= 1') (or other size or scale approved by the Building Official) clearly indicating the information required by the "Permits"section of the currently adopted Uniform Building Code and RCW 19.27 (State • Building Code Act, Statewide amendments), including, but not limited to the following: • Existing and proposed ground elevations, • Existing average grade level underneath proposed structure, • Height of existing and proposed structures showing finished roof top elevations based upon site elevations for proposed structures and any existing/abutting structures, • Building materials and colors including roof,walls, any wireless communication facilities, and enclosures, • 4 • Site Plan Approval • Fence or retaining wall m terials, colors, and architectural design, • Architectural_design of on-site..lig ting-.fixtures,-and - • Cross section of roof_showing location and height of roof-top equipment (include air - conditioners, compressors; etc.)-and-proposed.screening. ✓14. Grading Elevations: Please provide twelve (12) copies of a topography map showing - -existing,contours:and°proposed'changesti -elevations:---Plans shall be required if the grades-on site exceed twenty percent (20%) or in th amount of earth to be disturbed exceeds five hundred (500) cubic yards. The plan shall detail t e type of materials comprising the proposed fill or extraction (in tons and cubic yards). For )(tractions, identify the disposal site. t/15.. Utilities Plan, Generalized (sew r,water, stormwater,transportation •- •.. improvements):-Please provide-five (5) opies of a plan drawn on.twenty two inch-by-thirty four-:- = inch (22"x 34") plan sheets using a graphic scale of one inch equals forty feet (1"=:40) (or other size or scale approved by the Development Services Division Plan-Review Supervisor) •clearly showing all existing (to remain) an proposed public or private improvements to be dedicated or sold to the public including, ut not limited to, curbs, gutters, sidewalks, median islands, street trees, fire hydrants, utility poles, refuse areas, free-standing lighting fixtures, utility junction boxes, public utility transformers, etc., along the full property frontage. The finished floor elevations for each floor of proposed and existing (to remain) structures shall be shown. 1/ 16. Drainage Control Plan (except hen waived by Plan Review Section): Please provide five (5) copies of a plan drawn to cale and stamped by a Washington State licensed engineer or State of Washington licensed landscape architect and complying with the requirements of Renton Municipal Code, ection 4-6-030 and the King County Surface Water .Management Design Manual as adopted by the City of Renton. V 17. CTDra(nage Report(except when aived or modified by Plan Review Section): Please provide four(4) copies of a report comply ng with the requirements of the City of Renton Drafting Standards, Section 4-6-030 of the City of Renton Municipal Code and the King County Surface Water Management Design Manual (KCSWDM) as adopted by the City of Renton. The report must contain the following: • The stamp and signature of a Washington State licensed professional engineer or licensed landscape architect. • Complete Technical Information Report(TIR) Worksheet. • A description of the construction involved and existing and proposed on-site drainage features. • Core and Special Requirements: • Show that Core Requirements 1 - 5 in Section 1.2 are addressed. • Show that all Special Requirements in Section 1.3 that are applicable to this project are addressed. • - Use the SBUH/SCS hydrograph ethod to compute required on-site detention using 2, 10, and 100 24-hour design stor events for pre-developed and post-developed conditions (6 separate peak flows. • Biofiltration preliminary and conc ptual design calculations (per Section 4.6), if for project site sub-basins with more han 5000 square feet of new impervious area subject to vehicular use or storage of chelmicals. • Wet pond sizing preliminary and onceptual design calculations(if there is more than one (1) acre of new paved impe ious area and meets other conditions of Special Requirement#5). • A Level 1 Off-Site Analysis, as d-scribed in Core Requirement#2. (Level 2 or 3 analysis may be requested later i a downstream problem is found or anticipated from review of the initial submittal oft e Drainage report). 5 • Site Plan Approval/ 118. Geotechnical Report(except when waived by Plan Review Section): Please _._ provide five (5) copies of.a.study prepared and stamped by a licensed.professional.engineer - .. .including soils and slope stability_analysis, boring.and test pit logs, and recommendations on _ slope setbacks, foundation design, retaining wall design, material selection, and all other . pertinent-elements. . If> ou I tend to a 1 fora:Gr:.ade/Fill icense riorto:::a I .m for:your::bulldin o Y:::::::::::::::::::::::::::::::PP.y.::::.:::::::::-.:.:::.:::::::::::::::..::.::.:::::::::::P:::::::::::::.::::.PP:Y.::::!�::.:::::::.y::::.::.:.::::::::::::::g>.P,:grml.:•.;y:.:;�:w.::::;�.:::.:::.::::.:Q:.;:.;:. . a : r o >:S'. eralprooCFiitmorrn�t:::>:concu I .f r.a .. rrent>tNrth:i. .o.ur:5ite:i4 rova>:::a hcatron><::>::>::«:::>:::::>:»::::>:><::>:>:>:<:>:>:. 19. • :. :Flood-Plain Map (if applicable):'Please provide twelve (12) copies. 20. Wetlands Report/Delineation (if applicable): Please provide twelve (12) copies of an analysis of the type and extent of wetlands prepared by'a wetland specialist based upon a field - .investigation using the procedures found in the 1987 Federal Manual for-Identifying and . Delineating-Jurisdictional.Wetlands or.later.adopted identification:and delineation methodology. - • 21. Landscaping Plan, Conceptual: Please provide five (5) copies of a fully dimensioned plan drawn at the same scale as the project site plan (or other scale approved by the Development Services Division), clearly indicating the following: • Date, graphic scale, and north arrow, • .... Location.of proposed buildings, parking areas, and access and existing buildings to remain,• . • . ..Names and locations of abutting streets and public improvements, including . easements, •. • . : - . -:Existing and proposed contours at five foot(5') intervals or less, • Location and size of planting areas, • • • ' Location and height of proposed berming, • • Location and elevations for any proposed landscape-related structures such as arbors, gazebos, fencing, etc., and, • Location, size, spacing and names of existing and proposed shrubs, trees, ground covers, and decorative rockery or like landscape improvements in relationship to proposed and existing utilities. 22. • Floor Plans: Please provide five (5) copies of a basic line drawing plan of the general building layout showing walls, exits and designated uses indicating the proposed locations of kitchens, baths and floor drains,with sufficient detail for City staff to determine if an oil/water separator or grease interceptor is required and to determine sizing of side sewer. Floor plans are not required for speculative construction projects. If you do not provide floor plans, your project narrative must state that the project is a "speculative" project. 23. Tree Cutting/Land Clearing (tree inventory) Plan: This is required if ANY trees or vegetation are to be removed or altered (if no trees or vegetation will be altered, please state so in your project narrative). Please provide four(4) copies of a plan, based on finished grade, drawn to scale with the northern property line at the top of the paper clearly showing the following: • • All property boundaries and adjacent streets, • Location of all areas proposed to be cleared, • Types and sizes of vegetation to be removed, altered or retained. This requirement applies only to trees, six inch (6") caliper, "at chest level", and larger, • Future building sites and drip lines of any trees which will overhang/overlap a construction line, and • Location and dimensions of rights of way, utility lines, and easements. 6 . Site Plan Approval Tree:cut r: / e........:.:...„..:... .::.....,:...... ... . ...... ;:.::. ...:..:. :....::.::.::;.::: :.:;. .::;et,:.,n§tand**1.ng is not permitted until th it:6:(0. permit#gas been given.f pal approval by the •Gi ::.:.,... ... l entCtiV Tunic ; >Coae;i]c , .,.::.i; > <<>< <>< >:> >> <>><> <>>><>'`>>>>><<M «€;>;» >:><«<><><>;'< <«: .tY....� P �. ,Sectcon.4.4::.1.30C)�.:.:v.::::::::.;..:::::::::::::.::::::.:.::::.:....::.::.::::.;.:::.:;.:::::;;;:.:.:;<.:<.:::<:.:;::;::.;:.;;;:.:;<.;>;>;:.;;:.;:>: 1 24. Traffic Study: Please provide fie (5) copies of a report prepared by a State of -•- ~ . Washington licensed engineer containing the-elements-andInformation identified in the City of - - . .. ...Renton "Policy Guidelines for Traffic Impact Analysis of New Development" in sufficient detail • . to define potential problems related to the proposed=developmentfiand°identify the-improvements • ._- .. - necessary to accommodate the development in a safe and efficient manner. - .25. 1 -.Plan Reductions:-Please provid one (1) eight and one-half inch by eleven inch (8 IA" • •• x 11") reduction of full size plan sheets in•luding elevations, landscape plans, conceptual utility • . . plans, site plan, and neighborhood detail ap. Also, please provide one (1) four inch by six inch -.. (4"x 6") reduction of the Neighborhood ail Map. This-will be used by-staff to prepare public information posters.• Because these redu tions are used to provide.the•publicwith:information .. . . .. ... about the.project, they need to.yield legible photocopies...A PMT:.reduction.is an original . .. . white/opaque'(NOT.:TRANSPARENT) photographic-reduction.--Xerox reductions or plotted . .• reductions cannot be accepted. Please ensure sure that the reduced Neighborhood Detail Map is legible and will fit in a 4" by 6"space. Also provide one 8 '/z" by 11" photocopy of each PMT sheet. Royal Reprographics (425-251-8230), Ford Graphics (206-622-5517), Kestrel Blueprint (425-883-1110), and Superior Reprographics (206-443-6900 or 253-627-8103) are a few of the . • printing companies that provide this service. . 26..H :., .Colored Display Maps: (Folded to 8 1/2" by.11".) DO NOT MOUNT ON FOAM-CORE . _. • ..- `.:OR OTHER BACKING..Please color one (1) copy of each of the following_full size plan sheets .... . •• . . • with,'a wide (1/4".or larger) felt tip marker¶or use in presenting your.project to the Environmental Review Committee and Hearing Examiner: • Neighborhood Detail Map, • Site Plan,. • Landscaping Plan, and • Elevations. • The;following colors are recommended: Red North Arrow, outer propery boundary. Proposed new lot lines (dashed). Do not • color existing lot lines which are to be eliminated or relocated. Black Street names identified w th lettering of at least one inch (1") in height. Street names must be legible at a distance of fifteen feet (15'). Tan Existing buildings (Please do not color buildings which will be'demolished or removed.) Yellow Proposed buildings Lt. Green Landscaped areas Dk.1Green Areas of undisturbed vegetation 27. Rezone and Conditional Use Justification (if required): See thesubmittal requirement instruction sheets for Rezones and Conditional Uses available at the Development Services Division customer service area. Additional review fees are required. 1 SITE PLAN REVIEW PROCESS: Once the Site Plan application package has been accepted for initial review, the Development Services Division will post three (3) notices of the pending application (Notices of Application) at or near the subject site land mail notices to property owners within 300 feet of the project site. The notices will state whether or not a public hearing is required. If a hearing is required,the notice will include a tentative hearing date. A fourteen (14) day public comment period begins once this notice is issued. . 7 . Site Plan Approval The Development Services Division also routes the proposal to other City departments,jurisdictions or agencies who may have an interest in the application and (unless the project is exempt from environmental review) schedule the project for Environmental Review Committee (ERC) review. - =The Environmental Review Committee is comprised of the Administrator of the-Planning/Building/Public Works Department, the Director of Parks and Recreation, and the Fire Chief. The Committee is responsible:for determining whether the.proposed project will result in significant adverse environmental . .impacts and will consider such issues as environmental health hazards, wetlands, groundwater, energy, natural resources, and will then issue its decision (environmental Threshold Determination). The Environmental Review Committee will either: .• :Make a determination that the project will have no negative environmental impacts (issue a Determination of Non-Significance), or • • = •Make a determination that the project, if modified,would have no significant negative environmental impacts (issue a Mitigated Determination of Non-Significance), or • Make a determination that the project will have significant adverse environmental impacts and require that the applicant submit an Environmental Impact Statement (EIS) prepared by a qualified consultant (issue a Determination of Significance). .See the.Development Services Division's informational handout entitled "Purpose of SEPA"(State Environmental Policy Act)for more information. Once the ERC has issued its environmental Threshold Determination (provided an EIS is not required), a =public notice.of=the.Determination is printed in the.South.County Journal and three (3) notices are posted:.:.... at or near the site..A fourteen day appeal period commences following the publication date. At the • - discretion of the City, a separate and additional 15 day comment period can be added prior to the fourteen (14) day appeal period. In addition to issuing the Environmental Determination,the ERC is also charged with determining whether a public hearing should be required for the Site Plan proposal for those proposals that do not automatically trigger a public hearing. The ERC will consider the departmental and public comments in determining whether or not a hearing should be required--this determination may be appealed within fourteen (14) days to the Hearing Examiner pursuant to Renton Municipal Code, Section 4-8-110. Projects listed in the Renton Municipal Code, Section 4-9-200D3 and D4 MUST have a public hearing. No variance from this requirement is possible. Hearing Examiner Site Plan Review and Review of Environmental Determination Appeals: If a public hearing is required for the project, a notice of the hearing will be published at least ten (10) days prior to the hearing, the site will again be posted, and if the hearing date is other than specified in the original notice of application, parties of record will receive notices via mail. Additionally, if an appeal of the environmental determination is filed, the parties of record will also receive notice of the public hearing by mail. Development Services Division staff will issue a report to the Examiner at least seven (7) days prior to the hearing. The Hearing Examiner will review the Site Plan application concurrently with any environmental appeals and issue a final decision(s)within ten (10)working days of the public hearing unless at the time of the public hearing,the Hearing Examiner indicates additional time will be required for the decision. The decision to approve, conditionally approve, or deny the site plan will be mailed to the applicant and all parties of record. The Examiner's decision on any environmental appeals will also be mailed to all parties of record. Administrative Site Plan Review: In the case of Administrative Site Plan Reviews, the plan is reviewed by the Development Services Division Director who issues a decision upon receipt of the 8 • Site Plan Approval Environmental Review Committee's decision. The decision to approve, conditionally approve, or deny the site plan will be mailed to the applicant and all parties of record. APPEAL/RECONSIDERATION PROCESS FOR ADMINISTRATIVE DECISIONS ON SITE PLANS: Any person, including the applicant, aggrieved by the granting, conditions imposed, or denial of a bite Plan,-may make a written application for reconsideration to the Development Services" Division Director within fourteen (14) calendar days of the date of the decision. After review of the request,the Director may take whatever further action as is deemed proper. The Director's written decision on the reconsideration request will be mailed to all parties of record within ten (10) days from the date the request was filed. If any party is still not satisfied after a reconsideration decision has been issued, an appeal may be submitted within fourteen (14) days to the Renton City Hearing Examiner.:See Renton Municipal Code, Section 4-8'-110 for further information on the appeal process and time frames..Any party aggrieved by the decision of the Director may appeal to the Superior Court. An appeal may be filed without first requesting reconsideration by the Director, however, it must be filed within fourteen (14) days of the Examiner's original Site Plan approval. APPEAL/RECONSIDERATION PROCESS FOR HEARING EXAMINER DECISIONS ON SITE PLANS: Any person, including the applicant, aggrieved by the granting or denial of a Site - • 'Plan, may make.a written application for reconsideration to the Hearing Examiner within fourteen (14) days•of the date of the decision. After review of the request,the Examiner may take whatever further • •. action as.isIdeemed proper. ;The Examiner's.written decision on the reconsideration request will be mailed to all parties of record within ten (10) days from the date the request was filed. If any partylis still not satisfied after a reconsideration decision has been issued, an appeal may be • submitted within fourteen (14) days to the Renton City Council. See Renton Municipal Code, Section 4- 8-110 for further information on the appeal procesis and time frames. Any party aggrieved by the decision of the City Council may appeal to the Superior Court. 11 An appeal may be filed without first requesting reconsideration by the Examiner, however, it must be filed within fourteen (14) days of the Examiner's original Site Plan approval. BUILDING AND CONSTRUCTION PERMIT ISSUANCE/INSTALLATION OF IMPROVEMENTS: If no appeals or reconsideration requests are filed within fourteen (14) days of the decision to approve the Site Plan, the applica t is eligible to receive building and/or construction permits. Building and Construction Permits are separate permits. In the City of Renton, a Building Permit must be obtained to build buildings and structures, and a Construction Permit must be obtained to build utility lines, transportation improvements and work in City right of ways. A construction permit for the installation of on and off-site utilities may be issued upon the City of Renton Public Works' review and approval of civil engineering drawings and receipt of all applicable development and permit fees. A building permit may be issued for any buildings oil structures, provided the plans comply with all applicable code requirements and all required fee have been paid. DEFERRAL OF IMPROVEMENTS: If a developer wishes to defer certain on-site or off-site improvements (i.e. landscaping, curbs, sidewalks)written application with full and complete engineering drawings must be submitted to the Board of Public Works. The application should explain the reasons why such delay is.necessary. If approval is granted, security in the form of an irrevocable letter of credit, set-aside fund, assignment of funds, certified check of other type of security acceptable to the City, shall be furnished to the City of Renton in an amount ehual to a minimum of 150 percent (150%) of the 9 • Site Plan Approval estimated cost of the required improvements. Deferral of improvements is covered in greater detail in Renton Municipal Code, Section 4-9-060. • EXPIRATION OF SITE PLAN APPROVAL: An approved Site Plan shall expire, becoming null and void, two (2) years from the date of approval by the Director or Hearing Examiner. A single two (2) year extension may be granted for good cause by the approval body which approved the original Site Plan. The approval body may require a public hearing for such extension. SITEPLAN.DOC REVISED 7/99 10 • TY U1 O4 4. ` Comments on the above application must be submitted in writing to Ms.Elizabeth Higgins,AICP,Senior Planner, v� .- Development Services Division,Sixth Floor,Renton City Hall,1055 South Grady Way,Renton,WA 98055.by 5:00 PM on y�'NTO January 24,2000.If you have questions about this proposal,or wish to be made a Party of Record and receive additional no ication by mad,contact Ms.Higgins.Anyone who submits written comments will automatically become a Party of NOTICE OF APPLICATION Recordand llbenDSredoranydecisionon9laprD)ad AND PROPOSED DETERMINATION OF NON- CONTACT PERSON: ELIZABETH HIGGINS,AICP (425)430-7382 SIGNIFICANCE(DNS) I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I • DATE: January 10,2000 LAND USE NUMBER: LUA-99-182,ECF,SA-A APPLICATION NAME: • KINDERCARE LEARNING CENTER PROJECT DESCRIPTION: The Ipplicant,KinderCare Learning Centers,proposes to construct a 9,221 square foot,21 foot high structure in Northeast Renton.The site of the KlnderCare Learning Center is zoned Commercial Arterial(CA).A daycare center is permitted in the CA Zone.This proposal will go before the City of Renton Environmental' Review Committee fore State Environmental Policy Act(SEPA)Determination.AllAdministrative Site Plan Approval has also been requested by the applicant. PROJECT LOCATION: 1717 NE 44.Street - .. Ao i:i o ,e . • PERMIT APPLICATION DATE: December 22,1999 6 y° V • ., o,. I NOTICE OF COMPLETE APPLICATION: January 10,2000 I. if �� `� I I �.:;:i: ,,/ ' D` -m5, 7 Permits/Review Requested: Environmental(SEPA)Review:Administrative Site Plan Approval # v t, o T d f _Q • i f m Other Permits which maybe required: Building and Construction Permits,Sign Permit Building Permit for c� •'d"- � a �p'�' 0�'''(((```� r (''I{ ' .. Retaining Walls(over four feet In height),Routine Vegetation / :� :. �' D Management Permit t + __ .� ''# 1 i e_'a G�Qib -a't L. f ...! Requested Studies: Geotechnicai Engineering Report M i�. Location where application may - 4ti ,�; �; i , 'P ,k i ,,� i : :NC:ov: E: cs Department, f: O 0V: o/.. f N nIli @ 9a.�}L'v i • Land Uso Zone: Commerual Arterial(CA)Zone �' ��_, ""� d' %1 ' Comprehensive Plan Designation: Employment Area-Commercial _ _ 'm ``1.BCE) , r� . 4..,f� -1 4J(,ig i I • Environmental Documents that , 0 li� 1m a . :7GISAOtlt7A� Evaluate the Proposed Project: Geotechnical Engineering Exploration and Analysis,Technical Information Report -yI r p // ,. 1 1,a (for surface water management) "' j `:�DI d g, .- .„A 14a':__ /j/' - _ _ ; _ 1 I Development Regulations i _ 4 ` _ Used For Project Mitigation: Slate Environmental Policy Act(SEPA),City of Renton Municipal Code a I >1'�• < \ ( I ' �' ' t - 1 -' 4 J / e -.,C. D HI�I ANSI'. . I-~�.II.� -I _, _ l a :C Proposed Mitigation Measures: None proposed ' 4 1'•8// I� \cs"3u. = ' -- ... t y '• .e� •d �� { � "CA• w IHer ri' f I g i r' C Tit, _1_ "._. Dmw,-, .. ,a,,g'a-H1 ANT b - - 1 ...17- - 1� 'f ,y y lLi i NI • •...1..__ `�.-11 • li :'7 1j.Vil(cl.Irt •l- e'uric_e12s+1rin: n -' ` .5....._-' _..__ n III —"Sv r.:.;- NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION r!; NOTICE OF PROPOSED ENVIRONMENTAL APPUCATION ,!_ CERTIFICATION ---•----__. _ - ________ - _ __ I, Le S 0.IS V)'ill►(h. , hereby certify that copies of the above document were posted by me in conspicuous places on or nearby the described property on . v)AJ I a, . Signed: /)4D ATTEST: Subcribed and sworn before me, a Nortary Public,in and for • State of Washington residing in` .„ 8.,,. ,on the r y day of . 2.00 o , I 1 ---7---Y2-1 a-A-V-- . )55-?12--9-14---6.4.4...e- MAII,IILYN IVAMCHEFF MARILYN KAMCHEFF mv;,APP''?N-i=�vENT EXPIRES:6-29-03 NOTARY PUBLIC . STATE OFWASHINGTON COMMISSION EXPIRES JUNE 29, 2003 • { ru NOTICE OF APPLICATION AND P OPOSED DETERMINATION OF-NON- SIGNIFICANCE (D S) DATE: January 10,2000 LAND USE NUMBER: LUA-99-182,ECF,SA-A APPLICATION NAME: KINDERCARE LEARNING CENTER PROJECT DESCRIPTION: The applicant,KinderCare Learning C nters,proposes to construct a 9,221 square foot,21 foot high structure in Northeast Renton. The site of the Kinder are Learning Center is zoned Commercial Arterial(CA). A daycare center is permitted in the CA Zone. This proposal will go before the City of Renton Environmental Review Committee for a State Environmental Policy Act(SEPA)Determination. An Administrative Site Plan Approval has also been requested by the apiplicant: PROJECT LOCATION: 1717 NE 44th Street j / PERMIT APPLICATION DATE: December 22,1999 NOTICE OF COMPLETE APPLICATION: January 10,2000 Permits/Review Requested: Environmental(SEPA)Review;Administrative Site Plan Approval Other Permits which may be required: Building and Construction Permits,Sign Permit,Building Permit for Retaining Walls(over four feet in height),Routine Vegetation Management Permit Requested Studies: Geotechnical Engineering Report Location where application may be reviewed: Planning/Building/Public Works Divisi.n,Development Services Department, Sixth Floor,1055 South Grady Way, -enton,WA 98055 CONSISTENCY OVERVIEW: Land Use Zone: Commercial Arterial(CA)Zone Comprehensive Plan Designation: Employment Area-Commercial Environmental Documents that Evaluate the Proposed Project: Geotechnical Engineering Exploration and Analysis,Technical Information Report (for surface water management) Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA,City of Renton Municipal Code Proposed Mitigation Measures: None proposed 4 / NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • • }. , Comments on the above application must be submitted in writing to Ms. Elizabeth Higgins, AICP, Senior Planner, Development Services Division,Sixth Floor,Renton City Hall, 1055 South Gr-dy Way,Renton,WA 98055,by 5:00 PM on January 24,2000. If you have questions about this proposal,or wish to be m;de a Party of Record and receive additional notification by mail, contact Ms. Higgins. Anyone who submits written com ents will automatically become a Party of Record and will be notified of any decision on this project. CONTACT PERSON: ELIZABETH HIGGINS,AICP (425)430-73:2 , PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • • ( . 1 J B...:--' /�/ of m I c d V O \ .; .Y I53 i _ � ; 0 r 196 UT- ,ca , - ' m.roni `Z NE 'r.„ !T 6'--t U((rr6lf S' W' ^. y .,.. /11,7a. 1 r °� 'SC +T6TN W!�ST ' ' - ' /i ; '. „ o — P6 3, .b• 1 ;t ^8. �" �� /a 105 - ' I 167 y�'--__-d. a w .1.L75... 13P- I gip + •h rN E:•— CSNO�"roV lv6.—' , s�—• �rtA'.-:`'?e • EBd. •—]mBOrT.H —SF�IB9 IB) I::� U a 179 O0 ' F£ II DI &— O iO �• ; + Mee r E e s @�i • •sc,r,Sf➢ rsm„,r,p' , . ,t; r61.. © wI ,, 1w:NTla— � 'kgwu 4 +� I - n \ 1Q p v I 1\ t rchcon0e � 7 . ` • N t Xe; ,Vs /'//' y Li '•� .. B• 8`190A1 a m ... (8.. .I .® x I 2 I +11� Y I- N. IO TN lT... •9�-�— 0. " I , - . E.••eE9T._y �S Li I (LgT P - 1y_ .w• L/ y' b • `I i J I t `' pl."�, j Z i ';. C C. D_ HI A 'S _ yV . r • ....... • RF k a Z hr '` • �• T h�p"nI, �, " jB..,, : C w s INeTON'_. y II I 0 � N FF 4.•99 '• ,W.QV G WI:,1722 GAG WV,. ' ._..i_: ?.'. E_ ._,.'•' F1e12 «^r -� rr Ie II.. . % 4 a,....., ..,LI"SI N' g . .-8,. i. �'-'• t+su rt la ''' 1 -�LAKE Y�AS•I_�I T e N � - . e7''dlo;''i :,"It'I'11' b . AD llll n E,. �' '" s'1 it.! 11 Y . NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION !/ 4 ... • CITY XiF RENTON -U. - ,: Planning/Building/Public Works Department Jesse Tanner,MayorGregg Zimmerman P.E.,Administrator January 10, 2000 Mr. Brent Cummings Bush, Roed &Hitchings 2009 Minor Avenue East Seattle,WA 98102 • SUBJECT: KinderCare Learning Center Project No. LUA-99-182, ECF, SA-A Dear Mr. Cummings: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is acc pted for review. I would appreciate it, however, if you would make note of the following; • Provide PMTs for the grading plan,the drainage plan, and the landscape plan. • Provide legends for all sheets explaining the Symbols used. • Note that, as we requested in the Preapplication Conference, the title blocks should have Mr.Zimmerman's name►-emoved. • The st►eet names are not correct on the plan (see Preapplication Conference comments or your Neighborhood Map). • Provid a Plant Schedule indicating the number of each plant and/or tree to be planted. • Reconsider the monoculture of an unbroken line of over 200 LF of the same shrub (spiraea). • Add a graphic scale to the Landscape Plan (before you make the PMT!). • Compare the Landscape Plan with the Site PI n (there appear to be conflicts, ie pavement in sodded areas). • Labeling the Site Plan as to use areas would be helpful. The project is tentatively scheduled for consideration by the'Environmental Review Committee (ERC)on February 1, 2000. We will need your response to the above by January 21, 000, or we will have to reschedule the ERC review. 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, Elizabeth Higgins,AICP Senior Planner cc: Mr.Jerry Burtenshaw; Exit 7, Inc./Owners - Mr. Phil Depasquale/KinderCare • 1055 South Grady Wa}•-Renton,Washington 98055 -s :.: '-'. '''-'-.:'•,."::', :..:'...::.:' -f:.:--:-.-- :--:,':--.:(:',-::-.:',,:'i'' :::;:.:.i.. -V.,,::,.;. . .",:--;'-i': .:','..;ts-.1:,;'.4.';:;:',;-.:;:g:i'>',.,:;.::. ;': "'-' ;i'.i,':,S'.,..,',:?,.-;!fff,'.:- ;;:-.4:‘;:i 'f.-;.:,-;-'-,, !_'-:::,':`-.:,,::.=.,•:::';i -, . , - : '' -. '' ---' `.:.•.-•':'.:',:-: ;'••- '-: - -: ::- ` -,-.`' ' ::-'' ' '--:-.:'''',••'..="--,'-;. :-',.:'''',-',;:::•:=;,,-,:, '0-',':'-',1/4,3?,'''.'''''-'":":':::';',.,:-,,., —.'"'i;?.:1::,;12.-:.‘i",:7•:.;,t-;!' ,1*. ; ;'--'_.!'"...,1"‘iN, -)fil,' — ' '•• ' ' ?' — ' '": --. '' ' CIT1.. OF•RENTON ., ::,,,*•:-';1' MIL ii 4,:, , .. Planning/Building/Public Works Department ' Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 10, 2000 - . . • . . , • Mr. Brent Cummings Bush, Roed & Hitcnings - 2009 Minor Avenue East Seattle,WA 9810 , • SUBJECT: KinderCare Learning Center Project No. LUA-99-182, ECF, SA-A Dear Mr. Cummings: - 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. I would appreciate it, however, if you would make note of the following; • Provide PMTs for the grading plan,the drainage plan, and the landscape plan. . . t/ • Provide legends for all sheets explaining the symbols used. . • Note that, as we requested in the Preapplicat on Conference, the title blocks should have Mr.Zimmerman's 1 name removed. . • The street names are not correct on the plan (see Preapplication Conference comments or your • Neighborhood Map). . • Provide a Plant Schedule indicating the number of each plant and/or tree to be planted. • Reconsider the monoculture of an unbroken I ne of over 200 LF of the same shrub (spiraea). • Add a graphic scale to the Landscape Plan (before you make the PMT!). • Compare the Landscape Plan with the Site Plan (there appear to be conflicts, le pavement in sodded areas). ./ • Labeling the Site Plan as to use areas would be helpful. The project is tentatively scheduled for consideration by the'Environmental Review Committee(ERC)on February 1, 2000. We will need your response to the above by January 21, 2000, or we will have to reschedule the ERC review. Prior to that review, you will be notified if any additional information is required to continue processing your application. L Please contact me at(425)430-7382 if you have any que tions. Sincerely, • . .nZ--off0'•44-e•--- Elizabeth Higgins,AICP S _ - Senior Planner cc: Mr.Jerry Burtenshaw; Exit 7, Inc./Owners .• , .. , - Mr. Phil Depasquale/KinderCare i : .: - . - • . . :, 1055 South graclyNa : Renton,Washington 98055 .:::, : -:.'„i.,-„ ,:'',',„.,:, ,-..,,. :, • :. -. . I 1 . TY EV ......::... ; .... ::: ; # ... w pi .. ::. .. : b . an: p.i.:is.i.s.i:.i.i:i.:.::::::..�::i:::.:.v:;�::.::.:::::.:t:t.ih:::4:i:•'+.:�t::^}::::::t'%;:2Y.j.:t:::i:t«<:::::ti:;i:;:;:;:;::ii:::.::::::::::::::::i:;:v ::ti::i:ti:::;:;:;isj:i:;{:;:::':i;;:;ii::iri:%:iiisv:y::ji::<::L':i::,'::iii::i:::iiii:'::i::isiii!:}$i::i::i::::ii'::::::::::::::i::.ii: ';.':•:t^::v:. :?_i:.�:::> .•..S`.::::.:i:::::i':::i:2:::i::i::::i: :. . . . . . .............. .... .;:;: . ; . .: : . ............:. . .. . .: . . : qi.iiiiiiiigiiipiilingillililliNirpniplili : : i i tiii 44 : : : i i : :. : • tii} L:i ! :•:•: Yi i: :: 4:: : . : . : . 4 ': :i ii:^:: pi}ib ::ii:}i>i iivi:'i:Ym : i il otu.;.;.•;there:ii:s;more;`;hannne>Iegai;owner::ptease;atlkacti;sn:additioPreli ::notarized Master Application;foreach owner,..;: i.;:_:iii!i:;::>i: PROJECT OR DEVELOPMENT NAME: NAME: EXIT 7, INC. KINDERCARE LEARNING CENTER • JERRY,.BURTENSHAW PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1500 114TH AVENUE S.E. , #105 1717 N.E. 44TH STREET I KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: BELLEVUE ZIP: 98004-6922 334330-1141-02 1 1 TELEPHONE NUMBER: (425) 453-2400 EXISTING LAND USE(S): VACANT giTiiiiiiinii:Iiiii.......: ::..:...:::.::::.::::::. ;.:.:Cif;.,nthttthat:tinerf>::<::<<:>::::::«::>t>:> i (28l°® p PROPOSED LAND USES: -! , ZZ I Pin NAME: PHIL DEPASQUALE CONSTRUCTION OFj911;;31' SQUARE FOOT BUILDING KINDERCARE LEARNING CENTER COMPANY(if applicable): KINDERCARE EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: EMPLOYMENT AREA — COMMERCIAL ADDRESS: 650 N.E. HOLLADAY, SUITE 1400 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CITY: 1 ZIP: PORTLAND, OR 97232 EXISTING ZONING: 1 CA = COMMERICAL ARTERIAL TELEPHONE NUMBER: 1(503) 872-1636 PROPOSED ZONING (if applicable): N A r SITE AREA (SQ. FT. OR ACREAGE): NAME: BRENT CUMMINGS 1 1.58 ACRES , COMPANY (if applicable):BUSH, ROED & HITCHINGS PROJECT VALUE: j , $1.2 MILLION - . . . , t 41.: ADDRESS: 2009 MINOR AVENUE EAST IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? NO • CITY: SEATTLE I zIP: 98102 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY i - -- --- --. SENSITIVE AREA?-___--- -- -- TELEPHONE NUMBER: NO (206) 323-4144 1 :•{:•ii:jj<�:?'?:L;::•_ii::.iiiYiv:i:f<0:;{:jji;:yi:ii>ili :<:ii:i::::iii::i::ii:i:j;{:i' ::GC..3oTiiF': '': i: ::::i<:vL{::iiii`}iiiii$:{:j$}ti:::ii::ii•:isiii:yLi':ii'i:i'i::i:iiii:iLtL;i'i:y ..................:.....:::::::::.:.:LE��r�.::t��S.fv�i1.P._.�._:N::<L�.�:<€PRfJ!P...R...::.....{..................................................................:.._::::.: �::::.:::::::.:.:�.....:.:.:.............................. LOT 3, CITY OF RENTON SHORT PLAT NO. 011-87, RECORDED UNDER RECORDING NO. 8802169005, IN KING COUNTY, WASHINGTON • • v►rl<tt>:> . :. .r:irn�n: ::€:f : <:»:::>::»::»::>::>::>:::<:>::>:::::<:»::<»:>;»::>:::: :>::»::>::»:. ;: tl:'> le. a :n>::: . . . s::>: � ':: � �:i:.................:.dQ�...............e.....ens............................................. _ANNEXATION $ SUBDIVISION: • _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ X SITE PLAN APPROVAL $ fQ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ • (FROM SECTION ) _ PRELIMINARY _WAIVER $ _ FINAL WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ . SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $ _ EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ (910 REVISION $ 7- 0.6 I, (Print Name) °�k declare-that. am (please check one)JefeVoWner of the property involved in this application,_the authorized represelltAtive to att or t property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. e, f���/� ATTEST: Subscribed and sworn to before me, a NoCary u......i aryc� 9_ �'�K_ w,i � for the tate of �/ residing at ���`o�°°� °.��"�� ame of Owner/Represen a ' , on the c�ay� � ° `DN aoaB 19 /�. , � tl ,OTARY• co: ar (Signature of ner/Re resentative) � E=UBUr ° i oi•(Signature of Notary Public) �s ��'•.e�. 9 ,.°A, .� ::>::<::::::::::;>::>::>:.»::>:: ;>:. ::>:::>::> ::::>::>:.>::>::>::>::>:<: <::>:>:::«:«<:>:<:::fl'h.s..s.e.ct.cntW�e:.com0.0e0:'A. ..G.. ... aft..:::..::.:.:..........::......................... • ., ::::.. ::::. ;>::>::: >'..:.:-' ::::>:::::'�>�.':.:�:[�::::>::;':FAA::>::>:::£I:t�:.';:r::C''`'•LJ�N..... ::::::>:»::»>;«::>::::::: :.;. A.....AAD.....)�S.t�.....CAF�.S.....CAt�.. .....C.. .....:. 1�.. : ....................... ............................. . :.......:.:...... MASTERAP.DOC REVISED 6/97 bEVTELOPME J1T,PLA ildaiG CITY OF RENTON9 DEC 22 1999 PROJECT NARRATIVE RECEIVED This project is comprised of a new Kinderchre Learning Center. It is located within a small shopping center at the northwest corl}er of NE 43rd St. and 110th Ave. S., Renton, WA. The shopping center is comprised of h three lot short plat. There are several other businesses within the shopping center, incliiding a McDonalds. The proposed Kindercare facility will be located on Lot 3 at the east end of the shopping center. This lot is 68,610 sf is size.The eastern portion of Lot 3 is vacant and covered by grass. The Kindercare facility will be built on the south half of the east half of Lot 3. The north half of the eastern half will remain vacant. The weste In half has existing parking located on it. The site is zoned Commercial Arterial (CA . The Comprehensive Plan Land Use designation is Employment Area—Comme cial. A day care center, as a"service use", is permitted in the'CA zone. The entire short plat is zoned CA, the area to the north and south is zoned CA. To the southeast is an R-10 zone. The site is vacant with the exception of so e existing parking in the western half of the parcel. Water and storm drainage have bee extended to the site. Sanitary sewer will need to be extended from the north to serve the new building. There are no known wetlands on the parcel The site has an average slope of 7% from 110`h Ave. S. to the west. There are isolate areas of 20% slope. I The site is characterized by fill material cotsisting of variable density and composition. The soils encountered were silty sand, sandi,peat, gravels. The site drains from the east to the west. The surface is covered with grass. Drainage eventually reaches the asphalt parking lot where it flows to an underground storm drain system. There is a detention system that was designed for the shopping Center that included the Kindercare site. The detentioln system was built around 1987. i The nevi building has a 9,221 sf footprint. It will be 21 ft high. The building will have 13.4% coverage of the lot. Access will co i e from NE 43`d St. via an existing drive aisle. 17 new barking stalls are proposed. Other b arking is available via cross agreements with other lois in the shopping center. Gravity sewer is not feasible from NE 43`d t. without extensive reconstruction of the existing 8" sewer. Gravity sewer can be ac ieved by extending a public sewer located to the northwest of the Lot 3. Total estimated construction cost is $1.2 mil lion. fI Approximately 4,125 cy will be excavated and removed from the site as a part of this project. There are no trees on this Lot. There is no property to be dedicated to the City as a part of this project. However, there is an eisting utility easement that was the result of a street vacation. There are no utilities within the easement. An application will be made to vacate the utility easement. • 11.............1......•....• ........................................................................... ]��'�'' A� ::.:::<q:.x.:>:.::..:.>:•::.s::.::.:::as.»:.:;.s:.»:.»r::::::. t.�1.1.01.?I................... ..........................................::......... .„..1...................0.............0............ :>:<:>:;;;::»::;:::< «:::>::»:::< <::::::»::» >:::«::: >...............: :::: ......:............:»>:::>:: : :: EL. .PMENT.. ERV ::: ..........ENVIRONMENTAL : H .. :. ...:;..:.::...:..:.. ....: ...................... PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Cl1apter 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 thi checklist is to provide information to help you and the agency identify impacts from your proposal (an' to reduce or avoid impacts from the proposal, if it can be done) aind 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 y 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 checklistquestions a I .to allparts of our proposal, even ifyou Ian to do them over a period of i PPY Y � P P P time or on different parcels of land.. Attach any additional information that will help describe you proposal or its environmental effects. • The age�cy'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 N. significant adverse impact. I . 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," oser, and "affected geographic area," respectively. ,a @7 mac_rJY_ ` �Y"�1 Ld�]- �.11a\i�l Uri Y OF d 0ID3TON DEC 2 9 dk-Jg9 RECEIVED I 's / k Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: Kindercare Learning Center 2. Name of applicant: Brent Cummings • 3. Address and phone number of applicant and contact person: Bush, Roed & Hitchings 2009 Minor Avenue East Seattle, WA 98102 4. Date checklist prepared: December 7, 1999 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Spring 2000 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. None 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. None 10. List any governmental approvals or permits that will be needed for your proposal, if known. City of Renton - building permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Construct a 9,221 square foot Kindercare Learning Center site in 68,610 ' square feet and part of a small shopping center. The new building will be built on a vacant portion of the parcel. The balance of the parcel is used for parking. - 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. 5URvEy MAP 4TTACH.Eg B. ENVIRONMENTAL ELEMENTS 1 EARTH a. General description of the site ( ircle one); flat, militia OM steep slopes, mountainous, other b. What is the steepest slope on th- site (approximate percent slope?) 20% (max.) C. , What general types of soils are sound 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. Loose to- medium dense s nd. No prime farmland d. Are there surface indications or istory of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, nd approximate, quantities of any filling or grading proposed. Indicate source of fill. 4125C4 excavation for e port f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Minor erosion could occur during construction. There should be no potential for erosion from the finished project. g. About what percent of the site I ill be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 67.5% impervious h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: CB protection and silt fences will be used during construction. In the finished project, all pervious surfaces will have established grass. - 3 - - - A 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. General heavy, equipment. during construction. Automobiles during business houfs of operation b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: • None 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 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. No 4 _ o r t• Environmental Checklist b. Ground Water: 1) Will ground water be withdraw n, 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 systems) are expected to serve. None c. Water Runoff(including sto 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. Stormwater runofff, will be tightlined to existing storm system 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: The project does not exceed the minimum requirements for stormwater detention or water quality measures. However, site does drain to an existing detention syste . Finished site will be landscaped 4. PLANTS a. Check or circle types of vegetati n found on the site: deciduous tree: alder, male, aspen, other evergreen tree: fir, cedar, ine, other shrubs X grass pasture 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? Existing grasses will be removed to allow construction of new building c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Finished site will be landscaped 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: None Birds: hawk, heron, eagle, songbirds, other 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 C. Is the site part of a migration route? If so, explain No d. Proposed measures to preserve or enhance wildlife, if any: N/A 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 heating b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Low-E glass, high efficiency equipment and insulted building 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. No 1) Describe special emergency services that might be required. N/A 2) Proposed measures to reduce or control environmental health hazards, if any: N/A 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 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. Noise associated with c nstruction short term. Children playing during work hours 3) Proposed measures to reduce o control noise impacts, if any: None 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Current site is vacant. Located within small shopping center b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so,what? No e. What is the current zoning classi 'cation of the site? • CA = Commercial Arteria f. What is the current comprehensive plan designation of the site? Employment Area — Comme cial • g. If applicable,what is the current horeline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? 15 7 - - - Environmental Checklist j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Land use complies with current zoning 9. HOUSING a. Approximately how many units would be provided, if any? , Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. 21' _high, fiber cement siding with brick base b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: N/A 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Sight lighting at night 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? None d. Proposed measures to reduce or control light and glare impacts, if any: N/A 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Lake Washington 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: N/A • 13. HISTORIC AND CULTURAL PRESERVATION a. Are there *tny places or objects listed on, or proposed for, national state, or local • preservation registers known to lie on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be n or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A 14. TRANSPORTATION a. Identify public streets and high ays serving the site, and describe proposed access to the existing street system. Show'on site plans, if any. NE 43rd Street via existing driveway b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes c. How many parking spaces would the completed project have? How many would the project eliminate? Eliminate 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? No 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. GLAD/ 4 fwN 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. No b. Proposed measures to reduce or control direct impacts on public services, if any. N/A 16. UTILITIES a. Circle utilitie urrentl av ale at the site: airy natural gas ar, ra•-, - '-phone an ary sewe septic system, other. - b. .Describe the utilities that are proposed for the project, the utility providing.the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity - Puget Power Telephone - US West • Gas - PSE Water - City of Renton Sewer - City of Renton All are provided to the site with the exception of a sewer extension C. SIGNATURE that is part of this project. 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: Name Printed: 1 EAJ7• r VM I AJS • Date: - (2/I7/97 - - 10 - - - - ''`,. a' -J-- - o TECHNICAL INFORMATION REPORT OR RENTON DERCARE OR KINDERCARE LEARNING CENTERS 650 NORTHEAST HOLLADAY STREET PORTLAND, OREGON BY BUSH,ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, ASHINGTON7 al-V @.-CPMENT Pj.rcN J'.'1NG JOB NO. 99273.01 err!OFRE NT N DEC 2210 . DECEMBER 7, 1999 RECEIVED A4��C? , , f F tic. �� `fir it � "��� r. ..3�-��1p 1 8328_, ,90-• rS�t F.�,�F./2//0/471 • !EXPIRES 12/17/no , II • Page of 2 King County Building and Land Development Division J TECHNICAL INFORMATION EPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project Owner le,/A Ot-g•CAR Project Name / 1 NDE..RC4}IQE G.f 1Q/V//VG Address (a€C NE Holladay 5+i.,Art/ .t o ' Location ?�N GENTE�. Phone (6O3) 072 '/4Kv� Township Project Engineer SPENT C UM M,Ives Range 5 E Company &H, /2OE0 r Hi /IV 5 Section SE 29 2�0 3 "41 Project Size d .go AC Address Phoned Upstream Drainage Basin Size 0 AC PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS Ej Subdivision 0 DOF/G HPA E] Shoreline Management 0 Short Subdivision 0 COE 404 1W Rockery 0 Grading 0 DOE Dam Safety 0 Structural Vaults 1Pr Commercial LI FEMA Floodplain CD Other El Other 0 COE Wetlands 0 HPA • I I • PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community REn1.71:N Drainage Basin EAST .GA KE WASH r NG-teDN ORNAJAG. /3AS/N I I PART 6 SITE CHARACTERISTICS El River I I Floodplain El Stream ID Wetlands CI Critical Stri am Reach 0 Seeps/Springs 0 Depressions/Swales IQ High Groundwater Table El Lake Groundwater Recharge Le-Steep Slopes 2O% MAX. 7'lo Avg Other _ Cl Lakeside/Erosion Hazard PART 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities s /\i 2.) 7% ± Lock) J C7 Additional Sheets Attatched 1/90 Page 2of2 1 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE 1 UMITATION/SITE CONSTRAINT FP/Ch.4-Downstream Analysis S/TE PART'OF RE6 to AJA-t.. f39reA/ 7cAI SYSTENJ 0 1 I O O 1 0 1 0 1 0 Additional Sheets Attatched PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION El Sedimentation Facilities I t-t Stabilize Exposed Surface I t-r-Stabilized Construction Entrance [P' Remove and Restore Temporary ESC Facilities I Perimeter Runoff Control I fI' Clean and Remove All Silt and Debris El Clearing and Grading Restrictions CI Ensure Operation of Permanent Facilities I—Pr-Cover Practices I I= Flag Limits of NGPES I PI''Construction Seq'I ence El Other I H" Other c A/ /34S/AJ A2oTE67701t1 I I l PAR 0 SURFACE WATER SYSTEM I El Grass Lined Channel 0 Tank El Infiltration Method of Analysis I ' Pipe System El Vault El Depression k/NG CO. — SB ufj 0 Open Channel L Cl Energy Dissapator El Flow Dispersal Compensation/Mitigation 0 Dry Pond I El Wetland El Waiver of Eliminated Site Storage El Wet Pond El Stream I GI'Regional Detention Brief Description of System Operation S/TE ORA)tJS 70 EXIST/Al6 greAhf SYSTEM (1.1/� tETEIVTIoN . PROJECT i s NoT MIN. J e ,4U6/per Facility Related Site Limitations 0 Additional Sheets Attatched Reference Facility I Limitation 1 I PAR 1 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May =quire special structural review) 0 Drainage Easement El Cast in Place Vault 1 0 Other Nl A 0 Access Easement El Retaining Wall 0 Native Growth Protection Easement I fC'Rockery>4'High NOT RELATED 70 -SMeti El Tract El Structural on Steep Slope oetalAJOGE 0 Other PART 14 SIGNATURE OF PROFESSIONAL ENGINEER ,) I or a civil engineer and Ier my supervision have visited the site.Actual site conditions as observed were Incorporated Into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. Sig, ,, 1/90 TABLE OF CONTENTS I. PROJECT OVERVIEW % II. PRELIMINARY CONDITIONS SUMMARY 3 III. OFF-SITE ANALYSIS 5 IV. RETENTION/DETENTION ANALYSIS AND DESIGN V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN 2 0 VI. SPECIAL REPORTS AND STUD H.S 2 3 VII. BASIN AND COMMUNITY PL G AREAS .214 VIII. OTHER PERMITS . IX. EROSION/SEDIMENTATION CO ROL DESIGN X. BOND QUANTITIES WORKSHEET,RETENTION/DETENTION 21 FACILITY SUMMARY SHEET AND SKETCH, AND DECLARATION OF COVENANT 2 XI. MAINTENANCE AND OPERATIONS MANUAL OO - i/z I. PROJEC OVERVIEW This project proposes to construct a new Kindercare Learning Center at the corner of NE 441h Street and 110th Avenue SE in Renton,Washington(see vicinity map, page 2). Site development will consist of a 9,200 square foot building, sidewalk, outdoor playgrounds, landscaping, and parking area. The total site area is approximately 0.8 acres. In the developed condition, 0.21 acres will be pervious landscaping and playground areas, and the remaining 0.59 acres will be impervious building, pavement, sidewalks Ind playground areas. 1 Development of this parcel will include on- ite grading and installation of sewer, storm, fire protection and domestic water facilities The stormwater conveyance system has been designed in accordance with the King County Surface Water Design Manual (KCSWIVI). An erosion control plan has been developer,to restrict silt-laden water from leaving the site during construction. � lye E� .rl I , rtnr SMITen y 626 . 0'4.•�,��_� ir.u'�.,lf,3(7L�. t !"..-•S§:11 '• U 1 L.. ` , E7 •��:�iA(B, >< F�`.txS ARV ...< __ .I- •, "L ram. Cf '+. 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',y wYL7i r-1 z+t - ':".S ast kT,Y"i;':-�'s3-Oi.+,6r2.. ..S 120TN 'ST� " ` I < IIf777ddd !t! , 'ye' 1TN h •9a:.,rr• '�'� S I 4-_T <a.CEDAR Y .N _4 ItIt, i'' - too STI xE _: . :" 5„ `sE I lztsr ti ST a�-,...5 S 1215T��� D RIVER ..AC _ ''a 900 •.�} *,'4., 'S N. L • '^V& qr �•E+s MP sr tt s TRAIL•." l Zw ' �STST �?�NE u i�h:'s �n. E 12TN0 J'S ��J! 122No ® t .,• q �4� !� pE ., ,gy �xE i MA t•r S f t' t 'C;ti:: Si ' ..S 5. —I Iz7R0 p.7'TMa'� 3 A- ... u,}. • •esx- .c OS ,,,4.- 411rb' .0 ak _- sue` Sira. -,-- ..A ..'-f ! __ E 1 y3• 1 P '. a 1 ' ` E et. sE 0.1 .ax7�t �� �itii•i• s J- .. • flit( �;., t . 3/2t7 II. PRELIMINARY CONDITIONS SUMMARY Although this site has not been developed, it has previously been cleared and graded. This was done in approximately 1988, when the adjacent parcels were developed. Light vegetation currently covers the majority of the site. The remaining area(approximately 7.5% of the site) is covered by existing asphalt. Because the site has previously been grade d,the topography of the sight has a slight to moderate slope(from east to west). The greatest slope on the site is approximately 20%, and occurs along the west property line. Currently,there is one catch basin on the sife. This catch basin is part of the existing storm conveyance and detention system that had been previously designed to serve the multiple properties located at the NE 44- Street and 110th Avenue SE intersection. Currently, stormwater that does not drain tc this existing catch basin flows west over the property line and onto the adjacent property,where it enters the above mentioned storm system. A geotechnical investigation has been prep. ed by Giles Engineering and is available under separate cover. 5/2f3 III. OFF-SI I ANALYSIS Stormwater collected from this site will enter an existing storm conveyance and detention system that had been previously designed tcl serve the multiple properties located at the NE 44th Street and 110th Avenue SE intersection. It should be stated that the area of the Kindercare parcel was included in the origi al design of this storm system, and that the volume of runoff from this site has been ac ounted for in the original design calculations. At the tine of the original development, it as assumed that our parcel would connect to this system when it was developed. The above mentioned stormwater collection and detention system was designed using the YW method and consists of a series of catch basins,underground pipes,two 54-inch underground detention pipes, and a flow co trol manhole. This manhole houses a restrictor tee that regulates the flow of sto water leaving the site. This storm system discharges a wetland, and from this wetlan stormwater travels the following path: 100' north from the stormwater discharge 1 cation to the outlet culvert,then 250' north through culvert(conveys stormwater under NE 44th St.)to a second wetland, 350' north through second wetland, 150' west via a culvert that connects to a catch basin, 350' north, via a 42-inch culvert that connects to a catch basin, and finally 400' northwest via a 48-inch culvert that coHeys stormwater under 1-405. This is over one quarter mile downstream off the site. Stormwater leaving this site will follow the above mentioned path, and ultimately discharge to Lake Washington. 1426 IV. RETENTION/DETENTION ANALYSIS &DESIGN Hydrographs modeling the two year,ten year, and 100 year storm events for both the existing and developed conditions were prepared for this site in accordance with the KCSWM using the Santa Barbara Urban Hydrograph(SBUH) method. The curve number used to model the existing conditic#n represented land covered with forest and light underbrush(which was the original ound cover, according to original design calculations). When the 100-year peak flo for the existing condition is compared to the 100-year peak flow for the developed con ition,the difference in the peak flow rate is less than 0.5 cfs. According to the KCS ,this means that stormwater detention is not required for this site. Water quality treatment will also not be re uired for this site. The amount of new impervious surface area that will be subjec to vehicular traffic will be less than 5000 square feet;therefore, according to the KCSWM, water quality is not necessary. This site will be served by a stormwater conveyance system comprised of a series of catch basins and underground pipes. Stor nwater runoff collected by this system will discharge to the storm conveyance and detention system that had been previously designed to serve the multiple properties located at the NE 44th Street and 110th Avenue SE intersection. As previously mentioned,the Kindercare parcel was included in the original design of this storm system, and the anticipated volume of runoff from this site in the developed condition has been accountelle for in the original design calculations. 12/6/99 1:29 :12 pm Bus , Roed & Hitchings, Inc page 1 BASIN SUMMARY BASIN IiD: ex02 NAME: existing 2yr/24hr storm SBUH METHODOLOGY TOTAL AREA • 0 .80 Acre BASEFLOWS : 0 .00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 00 inchs AREA. . : 0 .80 Acres 0 . 00 Acres TIME INTERVAL • 10 .00 min CN • 81 .00 98 .00 TC • 26 . 86 min 26 .86 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 175 . 00 ns 0 .4000 p2yr: 2 . 00 s :0 . 0630 PEAK RATE: 0 .06 cfs VOL: . 04 Ac-ft TIME: 490 min BASIN IiD: ex10 NAME: ex sting 10yr/24hr storm SBUH METHODOLOGY TOTAL AREA • 0 . 80 Acres BASEFLOWS : 0 .00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 .90 inches AREA. . : 0 .80 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 98 .00 TC • 26 .86 min 26 .86 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .16 cfs VOL: qL 08 Ac-ft TIME: 480 min BASIN ID: ex100 NAME: existing 100yr/24hr storm SBUH METHODOLOGY TOTAL AREA • 0 . 80 Acre BASEFLOWS : 0 .00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 3 . 90 inch s AREA. . : 0 . 80 Acres 0 .00 Acres TIME INTERVAL • 10 .00 m n CN • 81 . 00 98 . 00 TC • 26 . 86 min 26 .86 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .29 cfs VOL: c .14 Ac-ft TIME: 480 min I 11/29/9 2 :7 :24 pm Bush, Roed & Hitchings, Inc page 1 BASIN SUMMARY BASIN ID: d02 NAME: developed 2yr/24hr storm SBUH METHODOLOGY TOTAL AREA • 0 .80 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 .00 inches AREA. . : 0 .21 Acres 0 .59 Acres ` TIME INTERVAL 10 . 00 mi CN • 86 . 00 98 . 00 TC 6 . 00 min 6 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .33 cfs VOL: 0 .10 Ac-ft TIME: 470 min BASIN ID: d10 NAME: dev loped l0yr/24hr storm SBUH METHODOLOGY TOTAL AREA • 0 .80 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 .90 inchep AREA. . : 0 .21 Acres 0 .59 Acres TIME INTERVAL 10 .00 mih CN. . . . : 86 . 00 98 .00 TC • 6 .00 min 6 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .51 cfs VOL: 0 .16 Ac-ft TIME: 470 min 40 BASIN ID: d100 NAME: developed 100yr/24 hr storm SBUH METHODOLOGY TOTAL AREA • 0 . 80 Acres BASEFLOWS : 0 .00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 .90 inches AREA. . : 0 .21 Acres 0 .59 Acres TIME INTERVAL 10 . 00 min CN • 86 .00 98 .00 TC • 6 .00 min 6 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .72 cfs VOL: 0 .22 Ac-ft TIME: 470 min q/zg BUSH,ROED&HITCHINGS, JOB RPxIon {L . .-Lrca re # q4 Z 73,o CIVIL ENGINEERS &LAND SURVEYORS 2009 Minor Avenue East SHEET NO. OF Seattle,WA 98102 CALCULATED BY DATE T. (206)323-4144 FAX(206)323-7135 BRH 1-800-935-0508 CHECKED BY DATE SCALE PEAK. FLoW_RhTE. t► . ...EilSTinIA...CotiOtT104. ....0...2A c.fs. ..F.Low.....R kTE.......It .. ..DCNLE.ts.o P'E.I)....:.a0r.1D 1TE O.: .,:...0,' 2 5. _ .._.._. ...... W f2. BUSH,ROED&HITCHINGS, JOB kertitei 9 Z ° a 0 • CIVIL ENGINEERS &LAND SURVEYORS reNft 2009 Minor Avenue East SHEET NO. OF Seattle,WA 98102 CALCULATED BY • DATE l' (206)323-4144 FAX(206)323-7135 BRH 1-800-935-0508 CHECKED BY DATE SCALE • 01.6, �'e tl.._,..., .�_ a........( c -Frani. 3.,s,:.2,., 2 ,0 0,.....'� ... . ..... ..... • • �� .p... 'w. .... .. �. ....'.. _. .` ............. . .. . . .... ....,... Tf z, aar 6se sae°s8 - v , \ \� \ R=306:1(3; \ \ \ A i /,._ 3- � f et.T.1 1 �s . \ Ai i_q= 3 asI ��. \ \ -t 1 r 1,7: --' / '' . ' fit'. WI - ^'. '•`�'..J "WATER\LEVEL=a.40 \.;C, 1-i.. !! _ • ``, CB TYPE Imo\ �' \' \: '' \ `+ 9\ t tiC':\ o ^ � PO 7 ` a vnLq' ss \\ L �S�t a ,o 9�, \\t,, n\\ `\ ,`` ` .. 1,A,,.. '' , -; \ \ • \ \‘U'. L,, 11 �.._`�'` \ \ I, �•`, 'L=145.84' \ \-\, og I; II / r //����; ,\ N• \ t\\ `�\�\ TAN=74}22 ' \ '\` -� ° ® ; N' '�9-J--(50)-/'/ \ \, \fie,#\, `';\-.\\\.26'16;06° ` _ `\'', .. I ��Q� y<--r'' CB TYPE i \ 1 r\�\ J1 L .k},P'S TE=46 28' ,11• -4�p.•^-- - IE=a2.28 /r./1 _ _ \ > \` SO H '1 - - •'I'•-y 1, / /;•/ - _\ TEd 52.90 1. `. J it. / .** .. ♦' '\\ \ : IE=1<7.20(8"5\\. L ,_---' _6"DIP W(r) , ._ II ; /: ;7;/ , E. . Q, , .4{� ,rI'....-^^i'1 I1.11 , II i / ,', / • ,,� \�� 5.4T YC `'1 ./ IE= 6.70(IS"NE)\ V%�i It Ni 1. /' ;1; :I \9 \ \ iT IE�48.60(18"NW� �i -Nz I " 1' r-J //i �; p `��5�� \\\ \`J '•DPP •\ I '; CB TYPE I ii ' U.:.•'• \s•. TE=42.48 ; T11A a , /, ij\ \� �`' 3 IE=38.93 NE ' n, i I'I. 37u \ .• IE=38.83(S)) N I. I �, % T , ice- E. w -' I ' I, • VOL GRASS&NATUPAL VEGETATIONS � '. , , o ` I i Iviiu - { i _ ,"I+r /CB T'fPEyl `' ,�, ; ,\y i • I I i iti iiw o I I' E=Slur \\`, \� s' I '� - Iz u e%sa.-:,-.so,: i�/ IE- 57 \\ ,N.' .n0\'' is if 1 • '„{ • f 11 -- I 'i w a I E I=..,. i,,r.,m 8.4�D9"'W"' a>,er ,'N-%,‘k.,-,` \ . :\ .1, 1 ,.r , • t° I. i 13$.56' �' +I' OI # _ WIL :GRASS&NATURAL VEGETATIONS /% \:.\\L \ `"• ' r. - -- .I. Ii ( I • / ii i N88'4509"W - ;� Y. I • i • /' \ 1s II.: j /: Y• • 1 • /1 l I it 2"DEC.; \ 'a i I, '` ••`. .- "= N u ii <Y,.. o i •. iiiCB TYPE 1---- I' �' 'Z"D C / \ t° 4' '! \ ' }'' I I 1 (UfJIMRI?OVED 'SITE) � e fE=43.28 ��1a I� ..._ I�'rT t. - I: I l' �. 1 II: 1 1 I i .1 .':' ------.--------_ 1E=38.988Y - 1 .c>�'e: I ? I ! , I I . 1 6 / / \\. . ,\ _3 ;p, ,1 ---r-- -� ; 1/ I I I I �! /j//GRASS 1\ ,. 14 4" 1 ''t -----------------I ••.-� \•I, 44 1 ^` / / / /i. : 11}';, ♦ 2614'06" r• 1 t'', 1 --- --- .,�_1._ \/ \ N\I' .I i / / I't i' i:: i PE II /\\-`-.2, Ilhh I ' I : �I / '.��.1.� / // CB TPE I ,6-E.C.C. , I. , •n �; .03(12"E) \ 1`� I WLO GRASS&NATURAL V05ETAPOIIS / /�, / I TE=5d.34/ I.- :s ` ',;; ' \'. I ., IE=5(1.94 I' \SDMH" i 1 : I t'. I IE-4i9.4.4(1 "N)'A/C1 PAVEMENT I I\ I r j 1i' I li • / °'{ / / / I`�S• Id : IE=}9.9.4(12'N)` I I I / I II I I I I i I', +,\ 'I % / / _ /, II•', p a 11 / 1 �>p . / / / / ' P1aRKIN STALL 1 6 E�.c.��p o ^1 I I� l`' / \t+„ / / / I I' f^ 1i__J__ ,f I u:r I I .' , 11' II ' 1 -` / / / I GRASS I .__...._..._-_. .._.._._. )•'ONC.WAU.' 11 'II I i `t'C''. / / ( • li ROOF OVERHANG :"--"' ,: I II CONC.WALK / / 1 1 7' i I: +� '1i ,X `r k•v / I • I� i CB TYPE1 / 'Cr t. IE=3997(8"S) : 1 1 i o'!r , / 1?-!' / V / ..I 4' I it ,. IE=39 57{12 8E, .r \\\ I; I / / •/ Q / • q0 IE=39 47(12"N) -42 k \ '1 i,i ', ../ �^.. % i . . :1 \ ' /1; / /j /S / • A •li 111'.0'27"5N '/, I 1 m _ i/ '/ e',." 1 / / /do;0 / i In••.8T -STORY WOOD-FRAME BUILDING �. • "' s� I \II •i' l / , Al lb GRAS`/.r NATURAL VEGETA TION .YJ nl { ., z : �!: t // ; / /' .In:::.! i •> o y Sp \, _ T 't//A./ WILD RPSS&INATURA4 VF/ETATI'ONS I'\ li•I / I� / U pl.y ¢d '',� \ PIS/\ CB TYPE I / / I'. Z. / i2'DEC.A. Si n1':: i N. '/1, / \5/TE=43 7, 1',/ '.\ / / /`. / ( .ni: ¢ �.'., .._. ,.... \ 1` IE=40.14 WATE�E LINE Y / / i Ili I,Ir. i I�,j I \/I �'1n.{„1 1 STUBBED AT /i /I / • 1' ;�I iii`i 1 �'H • I I ' 1 1 �//0 IFLI_PER �,� I h •t / \:t; j; 1 - '' 11' T )I�\ " . RECOKU / / / ih'/CRLS/. ul`?:', : ':ii rnl I() F,, a (8} .... 1' R I _, - / +Il I /I/ _ .O i"s'E� CB TYPE IB•--------------To S1'6- -:R099 R • 011G"Ih/1---, I I tr2 W(R)I_: • - ,,I r I .. y�0. n > TE=55.131 "' CM e , �e ''DEC'' .._-"----_-_ .,._ P VE -- LK , j, _--,-'.--. �:Wl. "`-V ;au 1 c:, / // / I� \ '. it lE=57.43 .,,,. :,/ PL YB=4,53. •.i ... 1 i W1LD CR.'\SS&IIAT RA VEGE ipTION � t O - ` ��CK IN L AlD I r ��I •TE M55.6 -�'.--.-_` 4,83 6"L. _ t IV vLlp - {(? 1-_--.___ ._!_ / 2�DEC. iic,': l EEfp.}`-r.- fob_.,--_ .� I. eo-t------.__._.- _ ) . E IE=52.50(II"SE) P� W 1 w. ��Ec �, _/- 147.49• �.../ ...... / � � 1 „SL-. (12'N ."--------PL -� r "�WY � 5-qFH �� t-_'_N68'�5'09-iY--' ..._�...� � /I�: `� - H C 'GONG,OR .I GR tii _, _" ';r"'%Y.., ... ___ ; __ - _'COIJ¢--55L1(•.....,..,__..._=Fh_c(R -___ - r1' s ONG. ALL( \28.0 EaBv �F SET SIT7='BENCNMARK:: ,I c::'.-.6r - • ,_-::.� ,__ :_.--i:" -`-, _ ----_- - - .,, T DM19EtE8-SCOARE-AT3,E,COR.-t- _" , W -: '- - ;' _` -'Ha91P-W( - ,-._._'-------" frt ._�' '^r.: A.S EE wMH: OF WATER VAULT. I � -_�B�1P1;.�y... � _.. T / HEK=43.2fi_......,«� c' TE=45.47 , -- - cJrV il'1':-/ T (A - - ,--- J�.'c . _.-$0.c,(R)---�__..�_�._.... ' . jp IE= A/C PAVEMEN O2i1 - - \�7j--TE=US > 41.72 i T _ D }AfK fl LEAO� - _, -...._.- ..._ _._ .._-- _._..,_F__ -_., -_. _....._._.-_.�-_,.... 3 , +8"P SSCO • N88'45'09"W `, _ \ ♦: _ 1 , ��.-._.._-_ a\ E 1 • 1/r2g KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS •,' 'n;Sheet Flow Equation Manning's Values(For the Initial 300 ft of travel) n•• S Imooth surfaces(concrete,asphalt,gravel,or bare hard packed soil) 0.011 Fallow fields or loose sod surface(no residue) 0.05 Cultivated soil with residue cover(s.<=0.20 ft/ft) 0.06 Cultivated sod with residue cover(S>0.20 ft/ft) 0.17 Short prairie grass and lawns 0.15 Dense grasses 0.24 Bermuda grass 0.41 Range(natural) foods or forest with light underbrush 0.40 o.Rt 1(� 1,4 A LI - 1 Woods or forest with dense underbrush 0.80 EX ISTni16) Colt.(11btJ *Manning values for sheet flow only,from Overton and M ows 1976(See TR-55,1986) C ik•"1' T 1 M E'of FIRST cLepc'R 'V Values Used in Travel Time/Time of Concentration Cato lions R ol461 1-I GLADE or Shallow Concentrated Row (After the initial 300 ft.of sheet flow,R=0.1) k, 11 Forest with heavy ground litter and meadows(n=0.10) 3 Kl IJDeR c kRe SITE) 2. Brushy ground with some trees(n=0.060) 5 3. Fallow or minimum tillage cultivation(n=0.040) 8 4. High grass(n =0.035) 9 5 Short grass,pasture and lawns(n=0.030) 11 6. Nearly bare ground(n=0.025) 13 • 7I` Paved and gravel areas(n=0.012) 27 Channel Flow(Intermittent)(At the beginning of visible channels:R=0.2) k. 1. Forested swale with heavy ground litter(n=0.10) 5 2. Forested drainage course/ravine with defined channel bed(n=0.050) 10 3. Rock-lined waterway(n=0.035) 15 Grassed waterway(n=0.030) 17 5. Earth-lined waterway(n=0.025) 20 6. CM!pipe(n=0.024) 21 7. / Concrete pipe(0.012) 42 8. Other waterways and pipes 0.508/n • Channel Flow(Continuous stream,R=0.4) k. 9. Meandering stream with some pools(n=0.040) 20 10. Rockained stream(n-0.035) 23 11. Grass-Iined stream(n=0.030) 27 12. Other streams,man-made channels and pipe 0.807/n" "See Chapter 5.Table 5.3.6C for additional Mannings'n•lvalues for open channels . 3.5 2-7 1/90. I 1g ' 2y thilAit RECIPIT►t7IbM Fot RENTi ,JCIgDERCARe ; 2.o '-file 3/21 KING C1OUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS \ - -ir V k 11-41 Itilk r ' : * .''.'L-s- \ Itpl"..,31r4 ,4. ..v..Alto , _ - _Aii--- i 1/1 4iniffity ph="tp,\ITi T -Tit ,01,1 fs lisinterir me 1 lkij I AI ieT SIM iiiiiiatepa Wm.!' trAt ' ` , .-7 - LIPIlk VinaisketInir ,R. . ‘, olio „,„,. - -$44kleo%\% C' ca4 /0 ,4111..M:Ile - Va th;.% Alitrafill -111;Wn\ ' . .6. iq / -_1..iiikeltIr.. ,c, -lir cigoLlipipit 0 mtep -Am _ — 1 I ma, . , lita 4, ot\" 4t1kOtr. s 104 111 IMIlki,allpv-41W 1 Zip Allir ' li— ,s, IIILC lirjrAVE15 .••1-- 41 6 i • ; ,441i . I!!",...AmikA lb ,44,,044/1 ' (V Cf \ ‘ 17..,I..„. .._.3....1.116:waroider \ --...AT a/4 ,, 1 '''. 1 4,., Varz.41 .--" TiiiiiileilliMillt 7 All i..,7,/ SITE % I �i. vPi. ., ar... 0.,:- IiklexA.vioeciA t • - y trbirrNapi -Amor, --iii0niiirijo. a 11.0Valkiir-, lk rilli ( 10t*"41." i•t- '‘' -V O'irr\.' ' 10146- ' -‘10110106, tiLIA,, 2s4 . v 1 ilk tiqki 1 ip Ault— , --11,M7: -'440, -› '\'‘... 0 At \I PIMA WW1" - \.,...4, _ A, _ I ire. tivt al,!tt, ��, . // ,IN i'A rittloall#10133 47.4wrighT-s:Lk, , \ -. --- ..,,utler—?0,14.- -:Is...sides- i—s-fil e -4:\ , 111.1b,, ii /Inumai, -, .4611 , astra .41 - Nst _. ILI ) -,2:-.- 64 mik, 4 it li Q= k,.... s, i 1 \ 1111111 I -pa, I pylarigi it\‘‘.-,, Al 'Ps / 1 1 VIIIII I .. '''C. Mai Vag IMPRIMMIral 6.'Ill NA:WM .... ,.... / /i iiir iL,r...., '-.. l il f 'F p &Nil C" V*Ir airaritil ••••• 4, '%%X ‘'''s . , , : fir ‘ -LAT .r. datillp.lobtx"., , IR; I. )...., , .1.'' ' re iliirm,---eliel•micitiPri 4110.0L. ao _ , Jr i 7-- Promo, i''`IWira •-• 1 Age 11111P1 ilk 1171 lifr - - % ..... Fe iiiw, \-14ti -i-- -- 4,—, #142,1,1 Ai sroulalkill, 1,, III dir- lit--• ,,:,..1r Ai Er prmi 13Pallii tk'e ►� _u4�wnsc j La J 1 cli Irif ANA fallig,„ allqpillitfig& 4" Ill'iir Mac," `1.41f."44,4floy r . • 1 4, ly7 'ill IF-, . i , p; Al ....1.1 2=i ' --- ' If I i l' i ' ,V A A. VA i 2-YEAR 24-;HOUR PRECIPITATION *FM Iragr •�_lES .,,,+ ..3.4�' ISOPLUVIALS OF 2-YEAR 24-HOUR ry ' 17e���>�� _ 3.5 TOTAL PRECIPITATION IN INCHES - � �� � i �► -• I _ / M �r� 0 1 , 2 3 4 5 6 7 8 Mlles �'{ N �► �. ., ye t 1:300,000 3.5.1-8 '� 1/90 IO jP / iL t{R PREcIPIT lo, Fort ?Zanorl 1C11�1b6 Pk RE 2 .9 in /hr ��IZ� KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 1 Laiiiir iff .1.2.. r IF014 A 23...._____51 low-----go• off pant ,,,,,iro, 24 i • Aim i if lir a N il FA. i lik 1 25 / Awit AgitteATimir t,-, , .:s 2.6 ! , agi�. 1 r ifA f k',_ ! O- 2.7 i 111111111 % )0,. !.144.4110..4 28 _..-.21.-111,167gigIr r-- .-° Arm orila .1p Ir ii - \ _ \ 4k.. liokit, __, ,: ii(c1 29 \ iti• 4404,---- -drirpt. ailitgeo.41Awe -e.: - ' 3.0 \ , _ \ 4 :g„ 0,- -ilit-A;"..----) \oili ,_,11021:44, _ 1 - -- -drilytir: it,44;'...,...,.sirvA,_ ,, ""441.-113 r‘smill 1110111111 ( Am. \I .."- 4*'' ...,. ..iffil.1" t' 111*Aq` frill 1 IP o ...: , . 34 lit: .L.ir441 fillrik ''%1111. *414trffijAl"k1 414,1111:r101111114: 74401111.. 41*416%;.. li kit Ljo Vtlatilli 1 Mbiq ik . 4 .9411K 4,) /A it% -.11X ‘4144$ - 24 f ---Alibtki ( 1.1 Aillik- I "1 -4pleolE __ AA ....- ,.a.ti, h. n ,, ., L.,--- --I..., b.. 33 if -t‘'' \' "ill 4:* 68p14.1Prk- `1 ki-iii°"- VI': u? ildi/1.. i'' i i► pi g •�. #"1/441164 ',. = -- / tapsim . I IA Iiit wm ,,,t,, %, \ i ,::- :-_-:' c Mr ''' ' mili 1 ,40gromi ir- 4 N 1- / ii ..., , _. .., . , /\'' r' ) rimk. . A I 1141:"10 . ilk Nkk...4111111 _itr,,it - C.- I (gal 110111LINIKIC l'illkillk, -"' ''' 1 ( :A' ,,, �= >!_ �A� Ale, _____ - > �. ram-tir .. pyli \_c_ _ - � /�"iwi p ,n j .ems - _�J;111:401' .. MilircD �. ILA �_�. ► ).#ziaO, Tr , . I, . 41,, BITE ir : ! , - aseps,, �voyy ii �:. . 11o � ALA "s111FA •III 'I _ _ 10-YEAR 24HOUR PRECIPITATION I rIELMM - Am - _{,,. 3.4� ISOPLUVIALS OF 1QYEAR 24-HOUR ti9 ���''�'�� � 114 TOTAL PRECIPITATION IN INCHES 'P * •F"' 0 2 2 3 4 5 6 7 8 Mlles fioh A� I ��^wier ><:300.000 3s.I-Io �3y 1/90 4.0 too Yr. / Zy ; R PREci TATloNI Fo. RR11To61 K EEcl4gE = 3.9 in/he 'size . KING COUNTY, WASHINGTON, S UR. FACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS gt) ' 1111ICOAVO 40E,eiV iii- '''''' - . " - .1------ ---- - --. N------I- it .��i��JidJiuit Id � ,r/ � ..._ %-,ft . 'fir 06 1 4 11-4***-4 3 3? . 3 , tomINo - -rfir I _i►"r ASV 71 11; piri nu 40 . ii3%;iiiiilioallipm,alii , 10.44 4/ , .%%00.juiri /-- _!1:-NAilsrireiji 0:4-0--- , % auks ti ) ) ...._ \el .40)- -4144f4tre-WiVeligillrti4-11A\ 11 li '' i AktlYgii. '44%44 /IV diiiirrIlkVITI11; -04,01 14 \ - e'4.„ T:,Sitil „ -1.71511:41t7R, i A imer4P, i (di.t' ; i ''' \u‘Mill : Ittr Aw-a=mor , i_oss, , -,i A Ig4.-xli b -, .fi,..I TM 4010"0""(WI'" ,01,11, 46,rieA....axis . w. P -sue { • 4,..filDil i ilotok . . 4i+hgv \Oiggo;.-54 .-4170:0eksvez,-, v 16 '‘': it 1 glea h'i 1 ) 1 yailti \4 .411li .4*-‘* ° t 1‘1411/111"el 1 ) iihniwm 44k/romeri-w_. 0,4 , -41% ,-/ 41401* . lit\ 1.itee - -1,44iiiiitt. il)4,- _ — --rz IS, A 1\ t‘iiiik. 4,,..,,...,irvam \ \ or illia,atifid 46 I - -- litailOW) e ht.' Allfga*.,, - NO, \*,, AirillhAVOIAIRIONtkit \ k ' W. 4 I: ( InilittiilL411141LIVk '14k'""ik 4 ...It ._ ...‘. .., _ , • . t*, ,ter r iNitW'..47-MIKSI ilk. .ill , Sliri ;it .k t ! rap_ o i 111111 '' li !Plard1111111 - & Vti. iir 1 tirmill -0, -,../ - mimititieggips lFwiti - // lb= -. ,,ii * ill a_.4-, .e. NA aft r11. 7610a wgacm .TRI, 1/4 04;4,x , i . - 1. k1111-61,4,7".1 ,/ - is 4 ar iiiiiiiikr„ i itimilimire. -- , ... aggirtawc,,,_:ny amilia . wir / 4 w .. 4arI'W.'-Ii ie .,.....rapror4p_. kt'Ni rimi■1aft,aim r•'' t-' 4 -..-i'.4.w t41f oi1il1 iEi0ah1./11..'srr )--ifi. !f ai '4; J:..a w ►a � '.- )."., F: SITE VI, noWr 44, ,'$ r: . \wetly , fii, 'ii ' , 7t'(: t l'i - --- -- - ---- tri FA li a Or ib 100-YEAR 24-HOUR PRECIPITATION 17 ������� �� - oQ IAIIR r i 3.4•---ISOPLUVIALS OF 100-YEAR 24HOUR O (le ���r r 5 5 TOTAL PRECIPITATION IN INCHES ti 0 1 2 3 4 5 6 7 B Mlles fo - ��_ - 1: 0 .000 3.5.1 13 4Y ,, • WO i(o/2'6 KING •COUNTY, WA .. YINGTON, URFACE WA1 _e' R DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrtograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite 1 C Pilchuck C Bellingham D Puget D Briscot D Puyallup B Buckley D Ragnar B Coastal Beaches Variable Renton D Earlmont Silt Loam D Riverwash Variable Edgewick C Sala! C Everett A/B °Sammamish D In.�..la Seattle D Gen411÷ Shacar D .aus C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential;, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, an c shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. * From SCS,TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. •• 3.5.2-2 11/92 L.* 11lzb ' KING COUNTY, WA : ,IINGTON, URFACE WA '' ., R DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUN FF CURVE NUMBERS • f. . SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION AB CD Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 .1 Wood or forest land: young second groN. th or brush 55 72 . 86 Orchard: with cover crop 81 88 •2 94 Open space's, lawns, parks, golf courses, cemeteries, landscod coi good condition: grass cover on 75 or more of the area 68 80 !6j 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 En :8 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 1 q Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 2 for pervious and 2.5 DU/GA 3 impervious portion 3.0 DU/GA 3¢ of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 4( 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 5f Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For all more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are consicered to be in good condition for these curve numbers. • tie 3.5.2-3 11/92 t - S <EICH OF E.ASSQUME FCTACE 1g/20 NEW PARCEL 33)817 SQ. FT. 0.78 ACRES TOTAL SQUARE FOOTAGE: 68,610 SQ. FT. 1:58 hCRES....__.. ... .. SITE NEW PARCEL SQ: :FT. _ .._... . 0:8034;792 ACRES. .....•... • .•. ._ . _ . • SCALE: 1"=60' • -: , -, Vi/2 • . IVPEVIOUS /PEVIOUS CALCULATC \ S EXISTING PERVIOUS AREA: IMPERVIOUS AREA: 34,792 SQ. FT. (TOTAL) 2,588 SQ. FT. / -2,588 SQ. FT. (IMPERVIOUS) (o-ob a c) 32,204 SQ. FT. (PERVIOUS) (o.7'kc) PROPOSED %%- PERVIOUS AREA: IMPERVIOUS AREA: - ' 8,463 SQ. FT. 34,792 SQ. FT. (TOTAL) 86 SQ. FT. -9,118 SQ. FT. (PERVIOUS) 86 SQ. FT. 25,674 SQ. FT. (IMPERVIOUS) (o•5 9 a-c 84 SQ. FT. OF WHICH IS: (o .53ac new) +399 SQ. FT. 2,588 SQ. FT. (IMPERVIOUS TO REMAIN) 9,118 SQ. FT. (0.2140 W / ,/„:„•/,,,<•,,/,/, / ' - , ,„ 2,588 SQ. FT. % ; j /• //ij�/ (IMPERVIOUS TO REMAIN) ;i,,: G 7//i ,,/ 8,463 SQ. FT. ' ji• /; IA 86 SQ. FT. .v% s . .. 86 SQ. FT. %: i l j/ri ,• 399 SQ. FT. %/% • 84 SQ. FT. //%/%%% j////i//////, / /,,, !�, !; / ii /� SCALE: 1"=40' • 20/2s V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN CONVEYANCE SYSTEM DESIGN Project Name: entawr,i0rercafe::.!;,:..';;::::-:.fir: €;t;,1..1.,, .::.::::::.:.. -7. Project Number: 992T3'.'.;, Date: '12/6199:i"':: DRAINAGE CRITERIA: City'af.Rento'-1990;King.Coun 6u rfac:e Water Design'Manual?:'; :`:: ; '�i::.,. ':;._;: RAINFALL METHOD: € °::lonat: 1/11od;y: DESIGN STORM: 1:OOYl 124HR:...:.;.;;i. :: . .:::::...;:::...... P1oo(in)= 3.9 aR= 2.61 bR= 0.63 iR=aR*Tc^(-bR)and I=P*iR FROM TO A C CA CAtot Tc I Q DIA n s Qf Vf Q/Qf L CB1 CB2 0.16 0.90 0.14 0.14 6.0 3.3 0.47 12 0.012 0.0050 2.76 3.5 0.17 57.5 CB2 EX.CB1 0.10 0.90 0.09 0.23 6.0 3.3 0.77 12 0.012 0.0182 5.27 6.7 0.15 92.3 CB3 EX.CB2 0.13 0.90 0.12 0.12 6.0 3.3 0.39 12 0.012 0.0122 4.31 5.4 0.09 116.9 EX.CB2 EX.CB3 0.11 0.90 , 0.10 0.22 6.0 3.3 0.71 12 0.012 0.0080 3.49 4.4 0.20 70.9 EX.CB3 EX.CB1 0.09 0.90 0.08 0.30 6.0 3.3 0.98 12 0.012 0.0080 3.49 4.4 0.28 69.3 EX.CB1 EX.CB4 0.13 0.90 0.12 0.65 6.0 3.3 2.13 12 0.012 0.0087 3.64 4.6 0.59 96.9 PIPE DIA.(FT)= 12 • SLOPE(FT/FT)= 0.005 N= 0.012 Q=1.49 X A X RA2/3 X SA1/2/N = 2.76 CFS • • tMstN IM1\P Fog. 3:--1 _-, "-4ffu�', '��"mar.`_,, ,5,6, F - .. \ u 9 ti s • in q T Sep \ \��. :,,•-<41„ `,, D�{V 22/ / •`'t",+�'`+�Y' r \ WATEF,"LEVEL=aI U '•, + CB T'rPE` .''•; >\ \ ,:.��J P yam/ TE=46 76 1) [� / \.YF L,, 1 g r.,_, �'�ye9� -.„ :.N, ' .N\,;.,,•,.` �r • , \ � f4 • r 141:�1 • .l • \ TAN=74.22': \ \ A-2s 1 s'os'' I `• ,.cK+"` C0 TYPE I 'G `\ ••'C<e \•• `a -tirr,-.pT' IE=42 2R ' /. •'"',, % C \ 1 * }, SDMH ,@ ir:DfP W.1A) "„ ••.'ml II ,..,,..,. '. 9 •t'7�• \\.\+`Ni•. /E=46.90112 5) x _,,e+�'` •""'ems I........ .....w; I r , 'IE=46.7UI18"IJE)\i a" i� I 3 l I " \ \ +TV�v,.� \E=46..60,18'NW) 4n • zP . \ ',I, tl •�' • \i CB TYPE') t \'_,.A2 � -I TE=S1�7 • • ; E.o ==y � L` IE 5 •• !\,\\ j p ."-40" I } Q6 S N .4.60914'- _ . I • \,. x :' �. 14 1, - PA1 9--x (—x—x—R x—x-= �; il. ` .QT�:,'i' r"ss' ]litIY @yy�� s".±''�Ax \ \\\\ `rC'\ t ,5,, $. •T, \N6B;S'oa'W \I I .�.:;.,._I n ji I x.:'.\\; • , .PKr Y°e4^.Y•A`:�J, `` III / Imo.. .„. \ EXC l • Topttg� • a : ' ,0 I le Z\': :, !`_ 4.. CB TYPE I ' 1 1 ' 'i - t .f 1 �- 1E='3.28 i It ' k ,�''' E i\ x , . ,31 vc4 1 T1 ___... n , \���M �l • • QL26�6.06' << 1 ______.,, "•ate p . '' ,.... d • 1, Il 6"E.GC - • 3 gg _ .I ? ;.; s,. cLIOCLC 0.I�aG ;� . •r:^ :• :Y, 1 'IE=5, %'. '\SDMH" .1: :�:c: Z. TO G• A/C PAVEMENT { .I�..,:':'':, \t, 1•',d"'I , Y B I E=50.24((1 '$) .. Yk-y -F: :��:;�:'-., �•"..1: 1 I ? IE=49.9}(12'H) ,'ti, ti :;. Iz r a . • : •, ry is ...A.-, . , I, ,, PARKING STALLS 6" cc i= $s .. ! � �y�y�, • •• 'F. f Y (A • 7. ROOF OVERHANG'.-_ }' OWC.WALK;' /r+ O. 3 ac •_. :.0 >' :° 1ni �;: CO-Ad.:WALK 4T '^' r- iiii III"' T /�IQ s :.SA#j ; (.: , • j: I.': -"i.: 'CB TyPI`lli� - IS N.,. ••5+ �S!.'.: {®EX\I@ 2 'L,hT•'1 i.. mi Z Ik‘`SE 4. . TE=43:27 --y 3� - ; n II • IE=39.97(8"S)_ : .. •,,,„ O.0%aft. ZH'f -' I : i. IE 39.47(12"N) I ,.' \� £�To Exc�'f M I ,I t:' 60• v� R:, . • _I• 7 ,:: I < -� 11, t1 ',/ .+ „ i,'g SiIt WOOD-FRAME eu {• # ' ''� , • r,',-:11-i,'3fDING •1g / ' .8 s '•:f - /, ' •'? v 4. • 1, N • lie• tgli 46'44 ) YL# ® -[ 6fP�".,,�......, ..." «............ .............._.eC.lc..),.<..,-.,,,,h,,.,.... )LILEJ ; x +:•• ' 1 rLlLlli ��Y3B 45 t nl . ALK COfJC.Dl I E.P ._ _ _ t� - __ BENCIII/AR9fi .; - .cps ___ r._L wn , _,:af"fP1.�I4_ r -" - i.,.,.:.....,..�,.,,w. W, +{_ "8%SiEfi^•1Y(Pj,.. 'G.C. ...............�j",.-.,...,rr_ VAULT. ' '4'" , -,...... .,.,6•,.= Cfl d1PE..1 p:0,p„Wl ` wMH •✓K. �; TE=JSaT »* ) i TM r,nr ,...- ---- - ,--4 _ _ TE5554 r "^� r.,,.,,.....e.. e��� A C PAVEI.IENT L F0. TALI,IIJ LEAD-, ®'°""""" ...�... .....,.,..,�,,,BoP�.. , SSCO NBE•4309 N — � — �— — +.f; ,—•" - BEARINGS _ t �. " •..w,..e,..R FIM, -G r-..,..7,.»n.,•.,....".,,,...„�...................�,,;•L., �Q$A1H/ -:-I, .: E=4. .I •a:.'r:uo..� :`"'.� IE LL. �4 P Lg'A/C, OLLED CURB ... 'l'LVE�� -I R g' - .. - 4E-35- ' %` .. .,•. f BR MON. CAST. ;I CULVERT IE=35 .._____ __c_ 1 L TE 'iz R7 BRASS TAG% N EAD 1 IE 35 48'30' CMP W__ETD 0.29'24-PVC E .�_I Y{—=--- _-__ _ p TOF• IE=4?27(8"W) CONC..ON:195�j y , IATCH____ � IVTrrJ�.4.,.,....e..".n4:..SD^•"�"® ,�_ _ DITCH _ ___ ___I_M1RCH Ey ,.. - 23/26 VI. SPECIAL REPORTS AND STUDIES A Geotechnical Engineering Report has been prepared by Giles Engineering and is available under separate cover. z /z t VII. BASIN AND CO TY PLANNING AREAS ( .A.) VIII. OTHER PERMITS (N.A.) II IX. EROSION/SEDIMENTATION CONTROL DESIGN Construction Sequence: 1. Schedule and attend a preconstruction meeting with the City of Renton. 2. Mark limits of clearing. 3. Erect filter fabric fence as shown on plan. 4. Install catch basin protection per City of Renton standards. 5. Clear and grub the area for the construction entrance. Construct the construction entrance per City of Renton Standards ISee Sheet 2 of 2). 6. Erosion control measures depicted on the plan shall be maintained in a properly functioning condition until the city inspector has given approval for disassembly. it 21/2s' X. BOND QUANTITIES WORKSHE T,RETENTION/DETENTION FACILITY SUMMARY SHEET AND ELINEATION OF COVENANT (N.A.) XI. MAINTENANCE ' D OPERATIONS MANUAL .A.) . T , Geotechnic 1 Engineering Exploration and Analysis = Proposed KinderCare No. 1658 NWC 110111 SE Avenue and NE 43rd Street Renton, Washington asi;Tw r , CITY OF RENT(); DEC 2 2 1,c'g9 "PrCEVIPD Prepared For: KinderCare Learning Centers, Inc. Portland, Oregon December 17, 1999 Project No. 2G-9911005 • GILES ENGINEERING l 1SSOCIATES, INC. GILES ENG NEERING l SSOCIATES, INC. •Atlanta,GA GEOTECHNICAL, ENVIR•NMENTAL & CONSTRUCTION MATERIALS CONSULTANTS •Dallas,TX •Los Angeles,CA •Madison,WI •Milwaukee,WI' •Washington,DC. December 17, 1999 KinderCare Learning Centers, Inc. 650 NE Holladay Suite 1400 Portland, OR 97232 Attention: Mr. Scott Davidson ' Senior Engineering Coordinator • Subject: Geotechnical Engineering Exploration and Analysis Proposed KinderCare No. 1658 NWC 110th SE Avenue and NE 43rd Street Renton, Washington Project No. 2G-9911005 Dear Mr. Davidson: In accordance with your request and authorization,we have prepared a Geotechnical Engineering Exploration and Analysis for the above referenced project. Conclusions and recommendations developed from the exploration and analysis are discussed in the accompanying report. We appreciate the opportunity to be of service on this project. If we may be of additional assistance, should geotechnical related problem occur or to provide monitoring and testing services during construction, please do not hesitate to call at any time. Very truly yours, GILES ENGINEERING ASSOCIATES, INC. Alex Shirazi Project Manager � ff .3 �y,��y...w .S 1 '^,.� • j,4 I Y1 r. . € 2 ,. irec or of Regional Operations RYE#-2843 c =_.:.' ?+`zW.'s';.w:>;'t •.�� Distribution: (=I) KinderCare Learning Centers, Inc. ..,, Attn: Mr. Scott Davidson .`.,.......Jura'—•.Y..r..r Ts w.,.�a+ax-�cYa�• G99I 1005-letter • 4875 East LaPalma Avenue•Suite 607•Anaheim,CA 92807 714/779-0052•Fax 714/779-0068•E-Mail losangls@gilesengr.com TABLE OF C NTENTS GEOTECHNICAL ENGINES G EXPLORATION AND ANALYSIS PROPOSED ERCARE NO. 1658 NWC 110`'' SE AVE AND NE 43rd STREET RENTON, WASHINGTON PROJECT NO. 2G-9911005 • Description Page 1.0 EXECUTIVE SUMMARY OUTLINE 1 2.0 SCOPE OF SERVICES 2 3.0 SITE AND PROJECT DESCRIPTION I 2 3.1 Site Description2 3.2 Proposed Project Description 3 4.0 SUBSURFACE EXPLORATION 3 4.1 Subsurface Exploration 3 4.2 Subsurface Conditions 3 5.0 CONCLUSIONS AND RECOMMENDA IONS 5 5.1 Soil lVapor Scan 5 5.2 Seismic Design Considerations 5 5.3 Liquefaction Potential 12 5.4 Site Development Recommendations 6 5.5 Construction Considerations 8 5.6 Foundation Recommendations 9 5.7 Flodr Slab Recommendations 11 5.8 Pavement Recommendations 12 5.9 Retaining Wall Recommendations 12 Appendices: Appendix A: Project Details Appendix B: Figure (1) and Test Boring Logs (7) Appendix C: Field Procedures Appendix D: Laboratory Testing and Soil Classification Appendix E: General Information(Modified Proctor Procedures) Giles Engineering Associates, Inc. 1999 GILES ENGINEERING ASSOCIATES, INC. GEOTECHNICAL ENGINEE G EXPLORATION AND ANALYSIS PROPOSED IERCARE NO. 1658 NWC 110TH S.E. AVENUE AND N.E. 43RD STREET RENTON, WASHINGTON PROJECT NO. 2G-9911005 1.0 EXECUTIVE SUMMARY The following is a brief summary outline of the report conclusions and recommendations. The accompanying report should be read in complete context for proper interpretation. Site Development • Dry Weather: No significant subgrade undercutting due to subgrade instability is expected to be necessary provided the subgrade is initially in a stable condition and perched water conditions do not'exist. • Wet Weather: Undercutting to a depth of 8 to 14 inches or more and recompaction should be anticipated. Grading and building pad preparation is expected to require some type of surface water control such as interceptor trenches. • Difficulty in excavating should be expected due to dense to very stiff soils. Pre-bid test pits by the contractors are recommended should deep excavation be planned to better evaluate the excavation characteristics of the materials. • Liquefaction is not considered to be a significant design concern for this project. • Significant dewatering expected to be nCcessary both during and after construction. Building Foundation • Shallow foundation system or turned-down slab supported on structural compacted fill continuous from a suitable bearing subgrade designed for an allowable soil bearing pressure of 2,000 psf. • Increased risk of additional settlement due to the existing fill. • Minimum longitudinal reinforcing in strip footing is recommended to be four No. 5 bars (2 top and 2 bottom) to provide greater rigidity and reduce the potential effects of variances in the existing fill. Building Floor Slab • Conventional 4-inch thick slab-on-grade or turned-down slab supported on a properly prepared subgrade. • Floor slab reinforcement may,consist of h avy welded wire mesh (6x6-W2.9xW2.9 WWM) • Dependent upon final pavement grades, a pavement underdrain may be needed. • Retaining Wall Design • Equivalent Active Fluid Pressure (Active Earthpressure) psf/ft: Horizontal Backfill 2.5H:1V (max.) Select Fill 46 ' Free Draining Soil 39 59 • Equivalent At-Rest Fluid Pressure (psf/ft) Select Fill 52 81 Free-Draining Common Soil 59 92 GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 2 Pavement • Asphaltic Concrete: 3 inches in thickness • Crushed Aggregate Base Course: 7 inches in drive lanes, 5 inches in parking stall areas. • Portland Cement Concrete: 6 inches in thickness in high stress areas such as in trash enclosure loading zone. • Dependent upon final site grades, pavement underdrains may be necessary. • Increased pavement maintenance due to the existing fill. Environmental Considerations • No odors, discolorations and/or elevated P readings were observed within the recovered soil samples. 2.0 SCOPE OF SERVICES The scope of services authorized for this project included a site reconnaissance, subsurface exploration, field and laboratory testing, and a geotechnical engineering analysis to provide criteria for preparing the design of the building foundations,building floor slab, and parking lot pavement along with site preparation recommendations and construction/design considerations for the proposed development. General comments and other limitations relative to this report are presented in Appendix E. In laddition to the previously described geotechnical services, all below-grade soil samples recovered! from the field exploration program were subjected to a Limited Volatile Organic Compound Vapor Scan using a Photoionization Detector. Further evaluation of the environmental aspects of;the site is beyond the authorized scope of services, but will be addressed in the Phase I Environmental Site Assessment (ESA) currently being prepared by our firm (Project No. 2E- 9911006) submitted under separate cover. 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Description The proposed site is the"outlet"to an existing"Exit Seven Center"commercial development which is located at the northwest corner of 110 Avenue S. E. and N. E. 43' Street in Renton, Washington. At the time of the field exploration, the site was vacant and covered with grass and weeds. The location of the proposed site is shown in Figure 1 enclosed in Appendix B. The proposed site is located within the eastern GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 3 . portion of ithe existing commercial center. T e proposed site is bounded by residential apartment homes to the east and another commercial devr lopment to the north across the N.E. 44th Street, and a single family home to the south across the .E. 43`d street. Site topography sloped down to the south and 'southwest with about 6 feet of elev.tion differential between the test boring locations. 3.2 Proposed Project Description A description of the proposed developiient is presented in Appendix A which includes the structural loads and anticipated parking,lot traffic intensity. Based on a preliminary topographic information prepared by Bush, Roed and Hitchings, dated December 6, 1999,provided by the client a finished floor elevation of El. 45.15 feet is proposed for the KinderCare building . The existing site grades at test borings within the proposed building area were determined to range from about El. 46.5 to El. 53.0. Based on the proposed finished floor elevation and the existing site grades, site grading is expected to require cu of is about 2 to 8 feet to accommodate the proposed floor elevation. The estimated site grading is, however, exclusive of site preparation and overexcavation requirements. However, due to the presence of a shallow water table, it is recommended that site grade be "set" as high as possible to reduce potential groundwater related problems. 4.0 SUBSURFACE EXPLORATION 4.1 Subsurface Exploration Field exploration consisted of seven I7) test borings extended to depths ranging from 5 to 50 feet below existing grade. Five borings we e drilled within the building area to a depth of 15 to , 50 feet below the existing grade. One test boring was extended to a depth of 50 feet to evaluate the potential for liquefaction at the subject property. The remaining test borings were drilled within the parking Id the proposed trash enclosure areas. The approximate test boring locations are indicated on the Boring Location Plan (Figure 1) enclosed in Appendix B. Field and laboratory test procedure are enclosed in Appendix C and D,respectively. The terms and symbols used on the Test Boring Lo''igs are defined on the General Notes in Appendix E. 4.2 Subsurface Conditions The subsurface conditions as subseque tly described have been simplified somewhat for ease of report interpretation. A more detailed description ption of the subsurface conditions at the test boring locations are described on the test boring logs enclosed in Appendix B of this report. GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 4 Soil Approximately 6 inches of topsoil fill was encountered at the surface of the test boring locations. The topsoil fill consisted of a brown ilty fine to coarse sand with some roots. Underlying the topsoil,fill, fill was encountered in all test borings to depths of 2 to 7.5 feet below the current grade. The fill generally consisted of firm to dense relative density black silty fine to coarse sand, and stiff to,very stiff comparative consistency brown gray silty clay with variable amounts of fine to coarse sand. The native soil profile generally consisted of a stiff to hard comparative consistency silty clay with some fine to coarse sand with concentration of cobbles and/or boulders size materials which increased with depth extending to at least the maximum depth explored of 50 feet. I Groundwater Test Boring Nos. 1, 2, 3, 4, and 5 encountered groundwater at depths of between 3.0 and 8.0 feet below) the existing grade during and/or upon completion of drilling. However, due to the presence of low permeable soil, accurate dete I ination of the actual groundwater conditions may occur on a�lseasonal basis due to a seasonal precipitation and runoff conditions and perched water conditions also may develop. Based on groundwater measurements, the relative moisture contents, and observed coloration of the soil samples in all the borings, the groundwater table was considered to have existed at a depth of about 4 to 8 feet below existing grade at the time of field exploration. This corresponds to an elevation of about El. 41.50 to 45.75. 5.0 CONCLUSIONS AND RECOMMENDATIONS Conditions imposed by the proposed development have been evaluated on the basis of the proposed floor elevation and retaining wails along the eastern property line, engineering characteristics of the subsurface materials enIcountered in the test borings and their anticipated behavior both during and after construction. Conclusions and recommendations presented for the design of building foundations, retaining walls,building floor slab, and parking lot pavement, along with site development recommendations and construction considerations are discussed in the following sections of this report. Development of the proposed site entails some soil and foundation-oriented considerations, especially with respect to the presence of existing fill and shallow groundwater, very stiff to dense soils with cobbles and boulders at relatively shallow depth which could pose difficulties for deeper utility excavations. Recommendations presented in this report are predicated upon site preparation, foundation, retaining walls, floor slab, and pavement construction observed and tested by a qualified geotechnical engineer. GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No.;2G-9911005 Page5 5.1 Soil Vapor Scan The recovered soil samples did not exhibit odors and/or discolorations which would be potentially indicative of volatile organic vapor content. In addition, the results of the vapor scan conducted with a photoionization detector (PID) did not identify any detectable concentrations of volatile vapors within the headspaces of the soil sample containers. Additional environmental aspects of this site will be addressed in our Phase I Environmental Site Assessment, presented under separate cover. 5.2 Seismic Design Considerations The Renton area is located in an active seismic area within historic seismic activity. However, a determination of the appropriate seismic design parameters utilized for structural purposes was not included within the scope of authorized services and is typically not performed by the geotechnical engineer. However, it is recoknmended that the seismic design of the proposed structure be performed in accordance with the latest version of the Uniform Building Code (UBC) based on Seismic Zone 3. The seismic desigin parameters should be verified by the structural engineer. 5.3 Liquefaction Potential Test Boring No. 3 was performed for th purpose of evaluating the liquefaction potential at the subject,site. The subsurface profile generally consists of firm to very dense silty fine to coarse sand and stiff to very stiff cohesive silty clay, Thich extended to the maximum depth explored, 50f feet. Based;upon these subsoil conditions, liquefaction is not considered to be a significant design concern for this project. .F 5.4, Site Development Recommen ations The recommendations presented for site development are based on the conditions encountered at the test boring locations. Bids for site preparation should be based upon the time of year that construction will proceed. Site Clearing Preparation of the proposed site should include removal of debris or deleterious materials which may exist as well as any vegetation and soils with significant organic content. On the basis of the conditions encountered at the test borin locations and the appearance of the site at the time GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No.;2G-9911005 Page 6 of exploration, topsoil stripping on the order or 6 inches is expected to be necessary. The actual depth of stripping and/or localized undercuttin of loose, unstable soils should be determined by a qualified geotechnical engineer based on the soils organic content and stability. Dry Weather Grading Site development and grading conducted during generally dry, fair weather is not expected to require significant overexcavation or stabilization due to unstable soil conditions. However, some localized removal and/or undercutting may be necessary due to the presence of existing fill. Wet Weather Construction If grading is conducted during wet weather, moderate to severe subgrade stability problems should be anticipated. If possible, grading and construction should be performed during the dry season months. In the event that subgrade stability problems develop removal of an additional 8 to 14 inches (or possibly more) of wet soil should be anticipated to achieve a stable subgrade. The estimated depth of overexcavation and/or stabilzation is based upon the moisture sensitivity of the soils and the anticipated effect of wet weather grading. A stable subgrade may also be achieved by chemical modification (through the addition of Portland Cement or kiln dust and recompaction) or by the placement of a coarse crushed aggregate working mat possibly in conjunction with a geotextile. ',If overexcavation or more elaborate stabilization measures are required, the appropriate , recommendations should be provided by a qualified geotechnical engineer based upon field evaluation and testing. , ewatering Groundwater was encountered at depths,ranging from about 4 to 8 feet below existing grade at the time of the field exploration. Based updn the planned finished floor elevation of El. 45.15 excavations extending below the water table is ,expected. Therefore, elaborate dewatering systems, such as vacuum wells, are expected to be necessary. Dewatering should begin prior to excavations and shouldicontinue until the floor slab has beer.placed and a sufficient downward weight is present to resist uplift pressures. All dewatering should be carefully controlled so as not to induce settlements to nearby structures, roadway and/or utilities. A permanent dewatering system is also recommended below the building floor slab to resist hydrostatic uplift pressures. As previously sta ed, site grades are recommended to be"set" as high as possible to reduce groundwater related problems. GILES ENGINEERING ASSOCIATES, INC. I Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 7 , . 1I Proofroll and Com act Sub rades Following the lowering of site grades here necessary, the subgrades within the building area, areas]of new pavement construction and ther areas in which structural fill is required should be proofrolled in the presence of a qualified eotechnical engineer with appropriate construction equipment to detect loose, yielding soils wh ch must be removed to a stable subgrade. Due to shallow groundwater and overly moist soils, the use of rubber tired grading equipment should generally be avoided since subgrade stability problems are expected under the concentrated tire loads. The use of track mounted grading equipment is, therefore, recommended to reduce the potential for subgrade stability problems during pad preparation where possible, and track-mounted equipment should be used during grading operations. The bearing suitability of the structural fill subgrade in areas of foundation influence should be evaluated using the criteria in the "Foundation Recommendations" section of this report. Following proofrolling and completion of any necessary overexcavation, the subgrades should be scarified to a depth of 6 to 8 inches, moisture conditioned and recompacted to at least 90 percent of the Modified Proctor(ASTM D1557-91) maximum dry density. Low areas and excavations may then be backfilled in lifts with suitable structural compacted fill. The selection, placement and compaction of structural fill should be performed in accordance with the project specifications. The Guide Specifications included in Appendix E dModified Proctor) of this report are recommended to be used as an aid in developing the projet specifications. Recompaction of the subgrade immediately before pavement and floor slab construction may be needed due to weather and construction equipment traffic on previously compacted soil. Reuse of On-site Soils i Ori-site material may be reused as structural compacted fill within the proposed building and pavement areas provided they do not contain significant quantities of organic or deleterious materials or oversized materials. Care must be used when moisture conditioning and recompacting the soils with significant fines content since soils of this nature require compaction to be performed within a relatively narrow range (±3 percent) of optimum moisture to ensure proper compaction for load bearing and pavement support characteristics. reuse of the on-site soils as structural fill which were generated from excavating operations may require moisture conditioning to an appropriate range of moisture and allow proper recompaction. All subgrade soil recompaction as well as the selection, placement and compaction of new fill soils should be performed in accordance with the project specifications under engineering controlled conditions. GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No.!2G-9911005 Page 8 Soil Excavation Excavation stability problems should be anticipated where relatively steep, unsupported excavations;extend into non-cohesive granular soils. Shallow excavation banks may require sloping for stability or widening in the anticipation of caving. Deeper excavations may require some form of external support such as shoring or bracing. Excavating difficulties should be expected for excavations required below depths of 10 feet below existing grade due to the presence of very dense soils within cobbles and boulders. Pre-bid test pits performed by the contractor are recommended should deep excavation be planned, to better ev luate the excavation characteristics of the soils and the need for special excavation equipment andor techniques. Test pits should be backfilled with structural compacted fill. All excavations should be performed in accordance with OSHA regulations; 5.5 I Construction Considerations Subgrade Protection Thei soils which are expected to be exposed by the subgrade preparation operations are moisture and disturbance sensitive where the soils possess significant fines content. These soils will become unstable if allowed to increase in moisture content or are disturbed (rutted)by construction traffic. The granular soils are also susceptible to erosion if exposed to free flowing water. The site should be graded to prevent water from ponding within construction areas and/or flowing into excavations. Accumulated water must be removed immediately along with any unstable soil. Foundation concrete should be placed and excavations backfilled as soon as possible to protect the bearing grade. The degree of subgrade instability and associated remedial construction techniques may require the use of temporary haul roads avid restriction of construction traffic to specific areas depending on the sequence of shopping center development. j Outlot onsideration The subject site is an outlot to the "Exit 7 Center" commercial development. Although not encountered within our test borings, outots are sometimes used for the disposal of unsuitable/oversized materials. If unsuitable bearing materials and/or debris are encountered, they should be properly evaluated by a qualified geotechnical engineer to determine their suitability for structural support. Therefore, some removal and replacement with structural fill may be needed. W,' GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 • Renton, Washington Project No. 2G-9911005 Page9 5.6 Foundation Recommendations The recommendations subsequently presented for foundation design are based upon the recommendations previously presented for building pad preparation. The recommended pad preparation is based upon the reduction in the support characteristics of the soils due to the former usage of the site as a detention basin. Vertical oad Capacity Upon completion of the recommended site preparation, the proposed structure may be supported by a conventional shallow foundation system supported by suitable bearing existing soil and/or newly placed structural fill continuous from a suitable bearing soil subgrade. Due to the presence of existing fill, the client should accept a nominal increased risk of additional building settlement. The foundation system may consist of either independently poured spread footings or monolithically poured foundations and floor slab (turned-down slab) in which walls and columns are supported by continuous strip footings and isolated square pad footings, respectively. Foundations may be designed for a maximum, net, allowable soil-bearing pressure of 2,000 pounds per square foot (psf). Minimum footing widths are recommended to be 14 and 18 inches, respectively, for continuous wall strip footings and isolated column pad footings. Trench footing construction is also considered suitable, provided the excavations remain stable and are allowed by the local building department. Footing Reinforcing The minimum steel reinforcing within continuous wall footings is recommended to consist • of at least four No. 5 bars (2 top and 2 bottom) continuous through any intermittent column pad footings. The recommended reinforcing pertains to a minimum 12-inch thick, maximum 24-inch wide footing pad; additional reinforcing may b�required if a thinner and/or wider footing pad is used and/or due to structural engineering considerations. The recommended reinforcing is based upon the presence of existing fill which may exhibit variances in support characteristics between the test boring locations and reduce the potential impact to the proposed structure. The actual design of foundations should be performed by a qualified structural engineer to ensure proper proportioning and reinforcing.. q5c GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No.;2G-9911005 Page 10 Lateral Lead Resistance Lateral load resistance will be developed by a combination of friction acting at the base of foundations and slabs and the passive earth pressure developed by footings below grade. Passive pressure and friction may be used in combination, without reduction, in determining the total resistance to lateral loads. A one-third increase in the passive pressure value may be used for short duration wind or seismic loads. A coefficient of friction of 0.30 may be used with dead load forces for footings placed on undisturbed existing soil or structural compacted fill. An allowable passive earth pressure of 200 psf per foot of footing depth below the lowest adjacent grade (pcf) may be used for the sides of footings placed against properly compacted structural fill. The maximum recommended allowable passive pressure is 1,500 psf. Bearing Material Criteria Soil suitable for direct foundation supplort or to serve as the structural fill subgrade within the foundation influence zones and thereby provide indirect foundation support should exhibit at least a loose relative density (average corrected N-value of at least 8) for non-cohesive soils or stiff comparative consistency(average qu value of at least 1.0 tsf) for cohesive soils for the recommended 2,000 psf bearing capacity. For design and construction estimating purposes, suitable bearing soils were encountered at depths ranging from about 1 to 2 feet below existing grade at the building test boring locations. Structural fill placed and cortipacted under engineering controlled conditions is considered:to be suitable for direct foundation support. Evaluation of the foundation bearing soils is recommended to be performed by a qualified geotechnical engineer at the time oIf construction, prior to placement of reinforcing steel. Evaluation is recommended to be perfoiIrried to a minimum depth of 4 feet or the equivalent of two footing widths (or thickened slab widths) below the bottom of the footing's subgrade. Evaluation',should include appropriate bearing capacity testing to verify in-situ strength. The actual depth of evaluation may be revised at the discretion of the geotechnical engineer. If unsuitable bearing soils are encountered, they should be compacted in-place, if feasible, or excavated to a suitable bearing soil subgrade and to a lateral extent as defined by Item No. 3 of the enclosed Guide Specifications, with the excavation backfrlled with structural compacted fill to develop a uniform bearing grade. Isolated excavations required to remove zones of unsuitable soils can also be backfrlled with lean (500 to 1,500±psi) cement slurry (flowable fill) which would limit the lateral overexcavation required with a soil backfill. Stepping of strip footings not recommended. Localized thickening or uniformly thickened column pads may also be performed to achieve adequate embedment in suitable bearing soils. GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No.,,2G-9911005 Page 11 Foundation Embedment In accordance with local building codaI a minimum 18-inch deepfoundation embedment depth is required. It is recommended that all exterior foundations extend at least 18 inches below the adjacent exterior grade for bearing capacity purposes. Interior footings may be supported at nominal depth below slab grade. All footings must be protected against weather and water damage during and after construction, and must be supported within suitable bearing materials as recommended herein. Estimated Foundation Distortion Post-construction total and differential settlements of a shallow foundation systems designed and constructed in accordance with the recommendations provided in this report are estimated to be less than 10 and 0.5 inches, respectively. The estimated differential movement is anticipated to result in an�angular distortion on the order of 0.002 inches per inch on the basis of a minimum clear span of 20 feet. The maximum estimated total and differential movement is considered within tolerable limits for the proposed structure, provided that the structural design adequately considers this distortion. 5.7 Floor Slab Recommendations SLb grade The floor slab subgrades should be prepared in accordance with the appropriate recommendations presented in the Site Development Recommendations section of this report. Foundation, utility trenches and other below-sab excavations should be backfilled with structural compacted fill in accordance with the project specifications. Design The floor of the proposed structure may be constructed as a slab-on-grade supported by suitable bearing existing soil and/or newly placed structural fill. If desired, the floor slab may be poured monolithically with perimeter foundations where the foundations consist of thickened sections thereby using a "turned-down" const action technique. The slab is recommended to be underlain by a 4-inch thick layer of coarse gr.nular material. A synthetic sheet should be placed below the floor slab to serve as a vapor barrier to protect moisture sensitive floor coverings (i.e.tile, etc.). If materials underlying the synthetic sheet contain sharp, angular particles, a cushion layer of sand approximately 2 inches thick or a geotextile should be provided to protect it from puncture. GILES ENGINEERING ASS i CIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project Noy 2G-9911005 Page 12 An additional layer of sand may be provided between the slab and the vapor barrier to promote proper curing. In addition, the vapor barrier sleets should be evaluated for holes and/or punctures prior to placement and the edges overlapped and taped. Proper curing techniques are recommended to reduce the potential for excessive shrinkage'cracking or curling. Based on the recommended subgrade preparation and the anticipated live floor loading, 4- inch thick concrete slabs are considered to be suitable. Slab reinforcement such as standard welded wire mesh (6x6-W1.49xW1.4 WWM) placed at mid-height within the slab is considered geotechnically suitable for the proposed site. Leavy wire mesh is recommended due to the presence of the existing fill. The actual design of the slabs should be performed by a qualified structural engineer to ensure proper thickness and reinforcing. A subfloor drainage system below the, floor slab is recommended due to the presence of shallow groundwater. A minimum 6 inch thick free drainage "blanket drain" slope to drain pipes or a sump pump is recommended below the floor slab. It is further recommended that the floor slab be designed to withstand hydrostatic uplift pressures in the event the drainage system temporarily malfunctions. The actual floor slab drainage system should be determined by the project civil engineer or architect. Estimated Distortion With proper site preparation and construction monitoring, the post-construction total and differential settlement of the floor slabs, constructed as recommended are estimated to be less than 0.6 and 0.14 inches, respectively. Movemen-s of the slab on the order of those estimated for foundations should be anticipated where the oor is cast monolithically with the foundation. The estimated differential movement is anticipate to occur across the short dimension of the structure and is expected to be within tolerable levels. 5.8, Pavement Recommendations Pavement Subgrades Following completion of the recommended subgrade preparation procedures, the pavement subgrade soils are generally expected to consist of silty clay to fine clayey silt. The anticipated subgrade soils are classified as poor subgrade materials with estimated California Bearing Ratio (CBR)ranging from 5 to 15 when properly prepared based on the Unified Soil Classification System designation of CL to ML. Since a specific CBR test has not been authorized for the preparation of the pavement recommendations, a CBR of 5 has been used in the preparation of the pavement design. It should, however, be recognized that the City of Renton may GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 13 require a specific CBR test to verify the use of the following design. Alternatively, a minimum code pavement section may be required if a specific BR test is performed. To use this CBR, all fill added to the pavement subgrade must have pavement support characteristics at least equivalent to the existing soils, and must be placed and compacted in accordance with the project specifications. Asphaltic Concrete The following table presents a suitable p vement section consisting of asphaltic concrete over a granular base, along with the appropriate Washington Department of Transportation(DOT) specifications for proper materials and placement procedures. An alternative pavement section has been presented for use in automobile parking ares. Caution is, however, advised with the use of a thinner pavement section in areas in parking lofwhich will be subjected to heavy truck traffic as the use of a thinner pavement section will most likely result in premature distress and the need for greater maintenance. If heavy truck traffic can net be restricted to certain areas of the parking lot, the thicker pavement section is recommended foii use throughout the parking lot. ASPHALT PLVEMENTS Materials Thickness (inches) Washington DOT Parking Stalls Drive Lanes Standard Specifications Asphaltic Concrete 1 1 Section 5-04, Surface Coerse2 Class B, D, F or G Asphaltic CI ncrete 2 2 Section 5-04, Binder Course- Class E Crushed Aggregate 5 7 Section 4-04 Base Course NOTES: 1. Compaction to density between 95 and 100 percent of the 50-Blow Marshall Density 2. The surface and binder course may be com coed as a single layer placed in one lift if similar materials are utilized. GILES ENGINEERING ASSOCIATES, INC. Proposed IinderCare No. 1658 Renton, Washington Project NoL 2G-9911005 Page 15 Therefore,'!the use of the Active Earth Pressure condition is considered to be applicable for design of the free-standing walls planned for the site. The lower retaining wall behind the residence will provide indirect foundation support for the upslope wall and should be designed for At-Rest conditions.' The design of the retaining walls should include surcharge effects attributed to traffic loading where appropriate. Based on review of the sit plan, surcharge effects from vehicle traffic may be necessary in design of the walls adjacent to driveways110th S.E. Avenue. A significant surcharge effect will occur where the eastern-most retaining wall will surcharge the lower, westerly adjacent retaining Wall. Surcharge is dependent upon 4ie size of the footings, wall height and spacing and bearing pressure of the eastern wall. Upon the final grading and retaining wall design and wall backfill materials, surcharge values will be provided upon request. The following table presents the recommended soil related design parameters for retaining walls for different earth pressure conditions. Tie walls are recommended to be backfilled with free draining granular soils to reduce the potential for water accumulation and reduce the lateral load on the wall. ;In either case, the lateral pressure design parameters have been based upon drained conditions!within the wall backfill. Design of walls should incorporate an adequate factor-of-safety against both over-turning (FS=1.5) and sliding (FS=1.5). The overturning resultant should also fall within the;center third (kern) of the retaining wall footing for stability, or the design must be re- evaluated with a reduced bearing area. RETAINING WALL DESIGN PARAMETERS Backfill Material Design Parameters Select Granular Common Soil' Material' Internal friction angle 3 8° 32° Coefficient of Active Pressure (Ka) behind wall 0.25 0.31 Level Backfill 0.34 0.47 Sloped Backfill (2.5H:1V max.) Coefficient of At-Rest Pressure (K°) 0.38 0.47 Level Backfill 0.60 0.73 Sloped Backfill (2.5H:1V) Unit Weight (pcf) 135 lbs/ft3 125 lbs/ft3 GILES ENGINEERING ASSOCIATES, INC. W Proposed KinderCare No. 1658 Renton, Washington Project No.,2G-9911005 Page 16 Equivalent Fluid Pressure (pcf)—Active Level Backfill 33 39 Sloped Backfill (2.5H:1 V max) 46 59 Equivalent Fluid Pressure (pcf)—At-Rest Level Backfill 52 59 Sloped Backfill 81 92 Required granular backfill envelope behind 2V:1H 1.5V:1H wall (from bottom of footing) 1. Well graded sand and fine gravel. 2. Free draining sands such as USCS designations of SP or SW (imported to site). Retaining Wall Foundation Design The foundations for the retaining walls supported within undisturbed native soil or properly compacted,structural fill may be proportioned for a maximum allowable soil bearing pressure of 2,000 psf. The footing should be supported by suitable bearing material which has been evaluated by the geotechnical engineer using the criteria previously established in the "Foundation Recommendations" section of this report. The actual allowable soil bearing pressure for footings within a descending slope will be a function of dhe available horizontal cover and actual width of the footing. It is, therefore, recommended that we be provided design information regarding the planned horizontal clearance from the top of the footing to the slope face and the actual footing width to evaluate the allowable soil bearing pressure. Lateral load resistance will be develope by the friction acting on the base of the footing and the passive pressure developed by the footinI g below grade. The parameters for lateral load resistance as indicated in the "Foundation Recommendations" section of this report may be used in design of the retaining walls. The design of the walls should include a Factor of Safety of at 1.5 against sliding and overturning. However, because of the movement required to activate full "passive" earth pressure resistance, the soil on toe or low side of a retaining wall should be assumed to contribute no passive resistance for stability of the wall. If adequate stability cannot be achieved with the use of only sliding resistance, a footing key may be necessary. In this event, an allowable pressure of 215 psf/foot of key embedment below a level ground surface may be used,but the Factor of Safety against sliding should be at least 2.0 where friction and passive resistance are used in design. A,coefficient of friction of 0.30 maybe used for dead load forces for footings placed on undisturbed, suitable bearing existing soils or structural compacted fill consisting of on-site sands or clayey silts, respectively. GILES ENGINEERING ASSOCIATES, INC. Proposed KinderCare No. 1658 Renton, Washington Project No. 2G-9911005 Page 17 Backfill Material The,design of the walls will be dependent upon the type of wall backfill as well as the appropriate) earth pressure condition. In order to use the design parameters for the select free- draining granular material, the wall must be baclkfilled to a lateral extent behind the face of the wall as indicated in the table above with an approprillate material such as that described in Item No. 4 of the Guide Specifications enclosed in Appendi E (less than 5 percent passing No. 200 sieve) and which has been approved by the geotechnical ngineer. Backfill materials should be placed and compacted under engineering controlled conditions in the necessary layer thickness to ensure an in- place density of 90 percent of its maximum dry density as determined by the Modified Proctor Test (ASTM D-11557-91). Care should be taken to avoid over-compaction of the soils behind the retaining walls, especially with the use of heavy compaction equipment. The walls are recommended to be braced during backfilling and compaction. A 12-inch thick layer of a low permeability soil should be placed over the Backfill to reduce surface water migration to the underlying'soils in conjunction with a gutter a the junction between the sloping backfill and the walls to further reduce the quantity of water infiltration. Subsurface Drainage As previously indicated, the design of free-standing retaining walls is based upon drained backfill conditions. Consequently, some form of permanent drainage system will be necessary in conjunction with the appropriate backfill material. Subsurface drainage may consist of a footing drain in conjunction with weep holes extending through the wall to reduce the build-up of hydrostatic'' pressure. A typical weep hole drainage system may consist of a series of 4-inch diameter holes in the wall situated slightly above the ground surface elevation on the exposed side of the wall and at an approximate 8-foot o -center spacing. Weep holes are not, however, recommended for walls within descending slpes due to the potential for initiating slope face erosion. Alternatively, a footing drain consisting of free-draining gravel approximately 1-foot in diameter surrounding a perforated pipe (perforations down) or about 3 cubic feet per lineal foot of pipe wrapped in a filtration geotextile fabric is recommended behind the backside of the wall to facilitate drainage and prevent the migration of fines. If the footing drain is utilized and extended to daylight or tied into a storm drainage system, the weep holes will not be necessary. GILES ENGINEERING ASSOCIATES, INC. \ Appendix \ ��----' � / ' � _ ' . ' ` ` ` `-� � ' APPENDIX A PROJECT DETAILS The information enclosed herein provides a brief description of assumed project details. If, however,the actual details are different than the assumed details, Giles must be notified, since changes and/or additions to the geotechnical recommendations may be necessary. GILES ENGINEERING ASSOCIATES,INC. PROPOSED KINDERCARE NO. 1658 RENTON, WASHINGTON PROJECT DETAILS Building The proposed structure will consist of a one-story child care center of wood frame or masonry construction with a wood truss roof system supported by exterior and/or interior bearing walls and possibly isolated columns. The building will be about 8,925 square feet in plan dimension. The maximum combined dead and live loads supported by the bearing walls and colu s is assumed to be 2,000 pounds per lineal foot (plf) and 30,000 pounds, respective y. The live load supported by the floor slab will be a maximum of 100 pounds per s uare foot (psf). Retaining walls are planned along the eastern property line of the proposed subject property Pavement The parking lot is anticipated to be subjected to primarily automobile traffic with occasional heavy truck traffic. The parking lot pavement sections have been designed on the basis of a Traffic Index of 4.0 and 5.0 for the parking stall and drive lane areas, respectively, for a 20 year design life. GILES ENGINEERING ASSOCIATES, INC. f cr) I I eri • p AP ENDIX B FIGURES AND TEST BORING LOGS The Boring Location Plan contained herein was prepared based upon information supplied by Giles' client, or others, along with Giles' field measurements and observations. The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation. The Test Boring Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific boring locations on the date that the exploration was performed. Subsurface conditions may differ between boring locations and within areas of the site that were not e lored with test borings. The subsurface conditions may also change at the boring locatio over the passage of time. GILES ENGINEERING ASSOCIATES,INC. . . Scale= 1 inch c. -. = 50 feet .. • I., . , N '`, . ea . ....t.1...1, TV 1 SG.) NO 1 s' ..`. A 1 ' ( I `, / . ''' IFb a—i" . . 1 .s• I - --... • I - .11112, . i N 1. !. '1 VT 2'\‘ \ CD„:. i,\ 1 • li \\ . \ - - 1 .. s\\ _ • _ _; , • i , 1 . 211, .....limdt 31Mb...I \ \ \ • , ' \ --3=> \ L._ - 1 \\ • •., cc., - - \ - \ \ . -_ - 1. <44Ex 1 , m9P021.15 nslf 11003—--- —..„, I i 141. 6 ., -TO:. 1 .% N:, \ \ \ ..c\ \ .: , / IRVIN iNo crcp. win. ' ---,...,,, ' ,i •ir.sr LEW PAZ -- - •f -• ' ' - — —I 1. -- — ; . IkA \ 4„ / III ._._ . • ' :1 1 ! ,- A 2'---j,--"' 11)CI• • ' \-. --)\--;..------\,.. . ilm.WIP C1141 — • 1( ( . I i !..17• tr' —1,1 : i ‘ . :TI -, rm.., 7,.• if ..':' • C.) ld /• \ - 1 -- - - 4Th• /,ii.:./.:.' ! •---.1 • ,- ' 1 % \_ 1 .- — .. —L ,__. r , . .4.171„74-1. 0 .. • C1531,. \ \ ,,,, 1 i\ .. . .. 1. c_. i„).. .. ,1 !. 0 1 , -,\ 1 1 1 1 i , I , , --- --1- ,m7,-. 1 , i t_ .•: • • • .. _ . , . _.. ., • .., i 1, .. -.\ , . 1 .,_ . ! ...• ..5 ,i f . . I. .. _ . .. _ _ i-, oh „ , m --1„,7 s ,/ 0 •pi • _ , %. I . . , ,`---:i f • ? _-- .0,4111 LIV,W1J,P, ‘,.• ---f . ' LIln ',"! Ill..; i L - • i .:F„)..i ir _ a .60 . -(-- / .i. ../... , 1 - - - - - 1 . i ,46 ---:. : L., 1 . ; ----, I ../e-:. ,:' ....----- -,WIN. or-. 11.• I •: ).! / • .. Last PI 11941/1(L. fj IV . ‘: 1.-. / i'' - ..1 - . 1 I . I 1 : . 1:. • - — 1 44;[ 7,. ._ _ - - _ _ - (1 .',•-t I I ..i- -- -,1- l'./ I I I : -t-- - --,ff'" -i enni—- 4- / I 'ic s. ' '., - - - i -,' - '-- -Z. - • - - 4' . ' - - - •• _ \ • . _ . . _ . . . • - , \ Boring Location Plan \ 4,5 rci 51rc C. i . . Proposed KinderCare No. 1658 Dimenstions indicatr. Renton, Washington approximate method of Project No. 2G-9911005 locatinp tPqt hnringe -Jr, the field with respect to Figure 1 43rd Street and drawing provided. _ GILES ...-NGINEERING F)SSOCIATES, INC. RECORD OF SU' _1.1RFAC EXPLORA i 1 DN BO I O &LOCA O : PROJECT: Corner ( ui'ding) Proposed lindercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 53.0 110 S.E. Avenue and N.E. 43rd Street _ GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 R nton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: - Milwaukee Los Angeles Alex Shirazi PROJECT NU BER: 2G-9911005 Washington, D.C. Seattle Feet Sample MATERIAL DESCRIPTION Below No. N qu qp 's W PID NOTES Surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6+/-inch thick, Brown Silty fine to I 1-AU coarse Sand, trace Gravel, some roots,Moist I _ 2-SS 12 17 BDL (Fill) r i - Brown Silty Clay. some fine sand. Moist(Fill)— Brown Silty Clay, little fine Sand, Moist — 3-SS 20 1.0 16 BDL — 5 j Mottled Brown Gray Silty Clay, some fine Sand, 4-SS 21 13 BDL — trace Gravel-Very Moist to Wet. - - 5-SS 18 19 BDL —- Cobbles and/or Boulders 10 _ 6-inch layer of Gray Silty fine Sand (11 to 11.5 _ 6-SS 14 27 BDL feet) — 7-SS 23 33 BDL Boring Terminated at 15 feet 15 i WATER OBSERVATION DATA REMARKS SL WATER ENCOUNTERED DURING DRILLING: 81 (*)N-Values not representative of actual soil strength due to the presence T WATER LEVEL AFTER REMOVAL: 4 of Cobbles and/or Boulders CAVE DEPTH AFTER REMOVAL: 5 1 WATER LEVEL AFTER HOURS: Tw— CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundaries between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SU-SURFACE EXPLORA _ _ON B R NO &LOCATION; PROJECT: �IV. Corner (Building) Proposed Kindercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 46.5 110 S.E. Aven e and N.E. 43rd Street _ GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 R nton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shirazi PROJECT NU BER: 2G-9911005 Washington, D.C. Seattle MATERIAL DESCRIPTION Belo SNo.&e N qu qp cis w PID NOTES Surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6+/-inch thick, Brown Silty fine to 1-AU �coarse Sand, trace Gravel, some roots, 2-SS 14 40 BDL �Moist(Fill) Brown Silty Clay some fine Sand. Moist(Fill) — _ Black Silty fine to coarse Sand, trace — 3-SS 19 28 BDL Gravel,rock fragments, broken bricks, Very Q 5 Moist(Fill) 4-SS 17 14 BDL Black Clayey fine to medium Sand, trace fine H 5-SS 7 37 BDL Gravel,Wet 1 _ 6-SS 9 29 BDL Mottled Brown Gray Silty Clay, trace fine Sand,— Moist — 7-SS 24 1.2 26 BDL Boring Terminated at 15 feet • • WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLING: 5 a WATER LEVEL AFTER REMOVAL: 3 — CAVE DEPTH AFTER REMOVAL: 5 feet 1 WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundaries between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SL_SURFAC EXPLORA _ :ON B IN NO &LOCA Ny' PROJECT: �J. Corner uilding) Proposed indercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 46.8 110 S.E. Aven e and N.E. 43rd Street _ GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 Winton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shirazi PROJECT NUMBER: 2G-9911005 Washington, D.C. Seattle Feet Sample MATERIAL DESCRIPTION Below No.& N qu 'qp qs W PID NOTES Surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6 +/-inch thick, Brown Silty fine to 1-AU coarse Sand, trace Gravel, some 2-SS 14 14 BDL roots.Moist(Fill) — Brown Silty Clay, some fine Sand, trace rock — fragments. Very'Moist(Fill) * — 3-SS 14 1.1 28 BDL Brown Gray Silty Clay, some fine to medium 5 Sand. Wet (Fill) Brown Gray Clayey fine to coarse Sand, trace 4-SS 36 20 BDL Gravel, Wet(Fill) — I cobbles and/or boulders — 1 Gray Clayey Silt, some medium Sand, trace ! Gravel, Wet 10— 5-SS 15 26 BDL _ I 6-SS 33 22 BDL 7-SS 25 1.9 27 BDL 15— — Gray Clayey fine to coarse Sand, trace Silt, - - trace Gravel, Very Moist 20 _ 8-SS 57 10 BDL Possible cobbles and/or boulders _ I — 9-SS 80/5"* 20 BDL P200: 50.2% — Possible cobbles and/or boulders 30 10-SS 50/4"* 13 BDL Gray Clayey Silt, some fine Sand,Very Moist _ 35 _ 11-SS 50/9" 18 BDL —- 6 inch layer of Gray fine to coarse Sand _ — — I • WATER OBSERVATION DATA REMARKS I SZ WATER ENCOUNTERED DURING DRILLING: 4 (*)N-Values not representative of actual soil strength due to the presence v. WATER LEVEL AFTER REMOVAL: 3.75 of Cobbles and/or Boulders • — CAVE DEPTH AFTER REMOVAL: 7.75 1 WATER LEVEL AFTER HOURS: ,,s, CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundaries between$oil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF S_ L_,3URFACE EXPLORA _ _ON B � NO &LOCATyli ) PROJECT: N.W. Corner (building Proposed Kindercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 46.8 110 S.E. Avenue and N.E. 43rd Street GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 Renton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shirazi PROJECT NUMBER: 2G-9911005 Washington, D.C. Seattle Fegt Sample N q q q w MATERIAL DESCRIPTION Below No.& u p s PID NOTES Surfce Type (per 12") (tsf) (tsf) (tsf) (%) Gray Clayey fine to coarse Sand, trace Silt, _ 12-SS 50/5"* 17 BDL — trace Gravel, Very Moist - Cobbles and/or Boulders 45 13-SS 50/6"* 24 BDL 50 14-SS 100/6"* 21 BDL Boring Terminated at 50 feet I 1 I i f 1 i d f WATER OBSERVATION DATA REMARKS 1 SZ WATER ENCOUNTERED DURING DRILLING: 4 (')N-Values not representative of actual soil strength due to the presence 2 WATER LEVEL AFTER REMOVAL: 3.75 of Cobbles and/or Boulders — CAVE DEPTH AFTER REMOVAL: 7.75 1 WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundaries between boil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SL-SURFACE EXPLORP . • ON BO OC o&rner LOCA(BOuN'ding) PROJECT: il Proposed Kindercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 53.0 110 S.E. Avenue and N.E. 43rd Street _ GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 �nton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shirazi PROJECT NUMBER: 2G-9911005 Washington, D.C. Seattle Feei Sample MATERIAL DESCRIPTION Belory No.& N qu qp qs w PID NOTES Surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6 +/-inch thick,Brown Silty fine to 1-AU —\coarse Sand.trace Gravel.some roots.moist(Fill)[ 2-CS 25 14 BDL Dd=119 — Brown Gray Silty Clay, come fine to coarse — Sand, trace Gravel, Very Moist(Fill) 4 3-CS 14 17 BDL Dd=134 — Gray Brown Clayey Silt, some fine to coarse ' 4-CS 23 22 BDL Dd=91 — Sand. Little Gravel, Very Moist 5-CS 24 19 BDL Dd=130 6-CS 26 16 BDL L 10 7-CS 11 33 BDL _- increasing fine to coarse Sand cobbles and/or boulders 15 8-SS 50/5"* 17 BDL Boring Terminated at 15 feet i i .. A i 1 WATER OBSERVATION DATA REMARKS I ¶ WATER ENCOUNTERED DURING DRILLING: d (*) N-Values not representative of actual soil strength due to the presence i WATER LEVEL AFTER REMOVAL: 4 of Cobbles and/or Boulders 1 — CAVE DEPTH AFTER REMOVAL: 10.5 m WATER LEVEL AFTER HOURS: 1-x,I CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundaries between oil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SU__,URFAC EXPLORA_ _ 3N ORI c On&e O uOng) PROJECT: Proposed indercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 50.8 110 S.E. Aven e and N.E. 43rd Street GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 R nton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shir;azi PROJECT NUMBER: 2G-9911005 Washington, D.C. Seattle Feet e MATERIAL DESCRIPTION Below Sam No.& N qu qp qs w PID NOTES surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6+/-inch'thick, Brown Silty fine to 1-AU -\coarse Sand, trace Gravel, some roots, moist 2-CS 27 11 BDL (Fill) — Mottled Gray Brown Silty Clay, some fine to 3-CS 15 16 BDL — coarse Sand, some Gravel, Very Moist(Fill) 2.... 5 5-CS 13 23 BDL Gray Brown Clayey Silt, some fine to coarse — Sand, Little fine Gravel, Very Moist 5-CS 4 16 BDL 1C 6-CS 9 13 BDL — 7-SS 32 17 BDL Boring Terminated at 15 feet 15 • • • • • WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLING: 5 sr. WATER LEVEL AFTER REMOVAL: 7.75 — CAVE DEPTH AFTER REMOVAL: 5 1 WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: • Changes in strata indicated by the lines are approximate boundaries between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on tie Boring Location Plan. RECORD OF Sl ' _ .I 5URFAC EXPLORA._ ._ON BORING N &LOCA ION: PROJECT: 6 Harking Area • .Proposed indercare No. 1658 SURFACE ELEVATION: PROJECT LOCATION: 50.5 110 S.E. Avenue and N.E. 43rd Street - GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 12/3/99 • Renton, WA Dallas Madison Atlanta FIELD REPRESENTATIVE: Milwaukee Los Angeles Alex Shirazi • PROJECT NUMBER: 2G-9911005 Washington, D.C. Seattle Feet p — MATERIAL DESCRIPTION Below No.&�e N qu qp Cis W PID NOTES Surface Type (per 12") (tsf) (tsf) (tsf) (%) Topsoil: 6+/-inch thick, Brown Silty fine to 1-AU —\coarse Sand, trace Gravel, some roots, 2-SS 14 3.0 18 . BDL - moist(Fill) - - Brown Gray Silty; Clay, come fine to coarse - - Sand, trace Gravel,.Moist(Fill) — 3-SS 8 • 16 BDL Boring Terminated at 5 feet • I • • • . • WATER OBSERVATION DATA REMARKS .Z WATER ENCOUNTERED DURING DRILLING: ,v/4_ • 2. WATER LEVEL AFTER REMOVAL: /A- • — CAVE DEPTH AFTER REMOVAL: 5 y. WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approzimate boundaries between oil types. The actual transition may be gradual and may vary considerably between borings.Location of TestiBonng is shown on the Boring Location Plan. ; el) ' AP ' ENDIX C FIEL n PROCEDURES , The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials(ASTM) designation D 420 entitled "Standard Guide for Samplin Soil and Rock" and/or other relevant specifications. Soil samples were preserved and transported to Giles' laboratory in general accordance with the procedures recommended by AST designation D 4220 entitled "Standard Practice for Preserving and Transporting Soil Sam les." Brief descriptions of the sampling, testing and field procedures commonly performed by Giles are provided herein. GILES ENGINEERING ASSOCIATES,INC. GENERAL FIELD PROCEDURES Test Boring Elevations The ground surface elevations reported on the Test Boring Logs are referenced to the assumed benchmark shown on the Boring Location Plan (Figure 1). Unless otherwise noted, the elevations were determine with a conventional hand-level and are accurate to within about 1 foot. Test Boring Locations The test borings were located on-site based on the existing site features and/or apparent property lines. Dimension illustrating the approximate boring locations are reported on the Boring Location Plan(Figure 1). Water Level Measurement The water levels reported on the Test Boring Logs represent the depth of "free" water encountered during drilling and/or after the drilling tools were removed from the borehole. Water levels measured Within a granular (sand and gravel) soil profile are typically indicative of the water table elevation. It is usually not possible to accurately identify the water table elevation withn cohesive (clayey) soils, since the rate of seepage is slow. The water table elevation witliin cohesive soils must therefore be determined over a period of time with groundwater observation wells. It must be recognized that the eater table may fluctuate seasonally and during periods of heavy precipitation. Depending on the subsurface conditions, water may also become perched above the water table, especially during wet periods. Borehole Backfilling Procedures Each borehole was backfilled upon completion of the field operations. If potential contamination was encountered, and/or if required by state or local regulations, boreholes were backfilled with an "impervious,' material (such as bentonite slurry). Borings that penetrated pavements, sidewalks, etc. were "capped" with Portland Cement concrete, asphaltic concrete, or a similar surface material. It must, however, be recognized that the backfill material may settle, and the surface cap may subside, over a period of time. Further backfilling and/or re-surfacing by Giles' client or the property owner may be required. C(5C GILES ENGINEERING ASSOCIATES,INC. FIELD SAMPLING AND TESTING PROCEDURES Auger Sampling (AU) Soil samples are removed from the auger flights as an auger is withdrawn above the ground surface. Such samples are ised to determine general soil types and identify approximate soil stratifications. 'Auger samples are highly disturbed and are therefore not typically used for geotechnical strength testing. Split-Barrel Sampling (SS) - (ASTM -1586) A split-barrel sampler with a 2- eh outside diameter is driven into the subsoil with a 140-pound hammer, free-falling a ertical distance of 30 inches. The summation of hammer-blows required to drive the sampler the final 12 inches of an 18-inch sample interval is defined as the "Standard Peietration Resistance" or "N-value." The N-value is representative of the soils' resistance VI)penetration. The N-value is therefore an index of the relative density of granular soils and the comparative consistency of cohesive soils. A soil sample is collected from each SP interval. Shelby Tube Sampling (ST) - (ASTM 1 -1587) A relatively undisturbed soil s ple is collected by hydraulically advancing a thin- walled Shelby Tube sampler into a soil mass. Shelby Tubes have a sharp cutting edge and are commonly 2 to 5 inches in diameter. Unless otherwise noted, Giles uses 3-inch-diameter tubes. Bulk Sample (BS) A relatively large volume of soil is collected with a shovel or other manually- operated tool. The sample is typically ansported to Giles' materials laboratory in a sealed bag or bucket. Dynamic Cone Penetration Test (DC) - (ASTM STP 399) This test is conducted by driving a 1.5-inch-diameter cone into the subsoil using a 15-pound steel ring (hammer), free-falling a vertical distance of 20 inches. The number of hammer-blows required to drive the cone 13/a inches is an indication of the soil strength and density, and is defined as "N." The Dynamic Cone Penetration test is commonly conducted in hand auger borings, test pits and w`thin excavated trenches. - Continued - q.5c GILES ENGINEERING ASSOC TES,INC. Ring-Lined Barrel Sampling - (ASTM D 3550i In this procedure, a ring-lined barrel saippler is used to collect soil samples for classification and laboratory testing. This method provides samples that fit directly into laboratory test instruments i without additional handling/disturbance. Sampling and Testing Procedures The field testing and sampling operati ns were conducted in general accordance with the procedures recommended by the American Soc}ety for Testing and Materials (ASTM) and/or other relevant specifications. Results of the field testing (i.e. N-values) are reported on the Test Boring Logs. Explanations of the terms and symbols shown on the logs are provided on the appendix enclosure entitled "General Notes." III GILES ENGINEERING ASSOCIATES,INC. AP ENDIX D LABORATORY TETING AND CLASSIFICATION The laboratory testing was c s nducted under the supervision of a geotechnical engineer in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Brief descriptions of laboratory tests commonly performed by Giles are provided herein. GILES ENGINEERING ASSOCIATES, INC. LABORATORY TESTING AND CLASSIFICATION Photoionization Detector (PID) In this procedure, soil samples are "scanned" in Giles' analytical laboratory using a Photoionization Detector (PID). The instrument is equipped with an 11.7 eV lamp calibrated to a Benzene Standard and is capable f detecting a minute concentration of certain Volatile Organic Compound (VOC) vapors, such as those commonly associated with petroleum products and some solvents. R sults of the PID analysis are expressed in HNu (manufacturer's) units rather than actual concentration. Moisture Content (w) (ASTM D 2216) 1 Moisture content is defined as the ratio of the weight of water contained within a soil sample to the weight of the dry solids within the sample. Moisture content is expressed as a percentage. Unconfined Compressive Strength (qu) (ASTM D 2166) An axial load is applied at a uniform rate to a cylindrical soil sample. The unconfined compressive strength is the maxim stress obtained or the stress when 15% axial strain is reached, whichever occurs first. Calibrated Penetrometer Resistance The small, cylindrical tip of a hand-held penetrometer is pressed into a soil sample to a ',prescribed depth to measure the s ils capacity to resist penetration. This test is used to evaluate unconfined compressive strength. Vane-Shear Strength (qs) The blades of a vane are inserted into the flat surface of a soil sample and the vane is rotated until failure occurs. The mapmum shear resistance measured immediately, prior to failure is taken as the vane-shear strngth. Loss-On-I.nition ASTM D 2974: Method C The Loss-On-Ignition (L.O.I.) test is used to determine the organic content of a soil sample. This procedure is conducted by heating a dry soil sample to 440°C in order to burn- off or "ash" organic matter present ithin the sample. The L.O.I. value is the ratio of the weight lost due to ignition compar-d to the initial weight of the dry sample. L.O.I. is expressed as a percentage. GILES ENGINEERING ASSOCIATES,INC. Particle Size Distribution (ASTM D 421. D 422. and D 1140) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample. The distribution of coarse-grained soil particles (sand and gravel) is determined from a "sieve analysis," which is conducted by passing the sample through a series of nested sieves. The distribution of fine-grained soil particles (silt and clay) is determined from a "hydrometer analysis," which is based on the sedimentation of p articles suspended in water. Consolidation Test (ASTM D 24351 In this procedure, a series of cumulative vertical loads are applied to a small, lateral ly confined soil sample. During each load increment, vertical compression (consolidation) of the sample is measured over a period of time. Results of this test are used to estimate settlement and time rate of settlement. Classification of Samples Each soil sample was visually-manually classified, based on texture and plasticity, in general accordance with the Unified Soil Classification System (ASTM D-2488-75). The classifications are reported on the Test Boring Logs. Laboratory Testing The laboratory testing operations were conducted in general accordance with the procedures recommended by the AmerlIican Society for Testing and Materials (ASTM) and/or other relevant specifications. Results bf the laboratory tests are provided on the Test Boring Logs or other appendix enclosures. Explanation of the terms and symbols used on the logs is provided on the appendix enclosure entitled "General Notes." GILES ENGINEERING ASSOCIATES,INC. California Bearin Ratio CBR Test ASTM D-1833 The CBR test is used for eval ation of a soil subgrade for pavement design. The test, consists of measuring the force required for a 3-square-inch cylindrical piston to penetrate 0.4 or 0.2 inches into a compacted soil sample. The result is expressed as a percent of force required to penetrate a standard com acted crushed stone. Unless a CBR test has been specifically requested by the client or heavy traffic loads are expected, the CBR is estimated from published charts, based on soil classification and strength characteristics. A typical correlation chart is indicated below. I CALIFORNIA BEARING RATIO-CBR' 2 3 4 S 6 7 B 9 10 IS 20 27 30 40 50 60 70 60 9OIOO 1 I I I 11 I I I 1 1 1 I I I I I I I I I I I1 I *STY SOIL CLASSFICATION 575T£N' GP GP, I (Und.e0 Oandicatenl � Gr u SM SI• I. f 1 Sc rL �M I CL , i I I IIII I I I I AASNTO SOIL CLASSIFICATION I I I I ._. • • L •-5 M• I• I I 1 FEDERAL AVIATION AOI I INIS I I I I ATION ( -. ' SOIL CLASSIFICATION 1 E-2 = I E-) T I I 1 1 E I t E 6 IE 1 E E-e 1 E•e I I E 2E-"r I I l I I � I I I I RESISTANCE VALUE-R- I 1 I s 10 20 30 AO' 50 701 ' 11 I • 11 I III � ' It 60 I ' I ' II I ►IODULUS OF sUDORAOE REACTtON•K ®51 PER IN' 110 ISO I I 1200 2S0 300 400 900 600 700 I I I II i I i 1 1 I I I 1 BEARING VALUE.PSI I I 1 10 20 30 AO 50 60 I I I I I I I I I CALIFORNIA BEAR5NG RATIO-1 CBR 1 3 • S 6 7 IIE 9 10 15 20 25 3o 40 • 50 60 70 60 90100 GILES ENGINEERING ASSOCIATES,INC. cu •=t I) • APPENDIX E GENERAL INFORMATION GILES ENGINEERING ASSOCIATES, INC. GENE COMMENTS The soil samples obtained duri g the subsurface exploration will be retained for a period of thirty days. If no instructions are received, they will be disposed of at that time. This report has been prepared exclusively for the client in order to aid in the evaluation of this property and to ass st the architects and engineers in the design and preparation of the project plans and specifications. Copies of this report may be provided to contractor(s), with contract documents, to disclose information relative to this project. The report,however,has not been prepa.:ed to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer. Reproduction and distribution of this report must be authorized by the client and Giles. This report has been based on sumed conditions/characteristics of the proposed development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer along with any other design professionals involved in this project carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist, they should be brought to our attention to ensure they do not affect they conclusions and recommendations provided herein. The project plans and specifications mays also be submitted to Giles for review to ensure that the geotechnical related conclusions and recommendations provided herein have been correctly interpreted. The analysis of this site was b ed on a subsoil profile interpolated from a limited subsurface exploration. If the actual co ditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter the recommendations contained herein. The conclusions and reco endations presented in -this report have been promulgated in accordance with genera!ly accepted professional engineering practices in the field of geotechnical engineering. No other warranty is either expressed or implied. GILES ENGINEERING ASSOCIATES,INC. GUIDE CIFICATIONS OR SUBGRADE AND P, ARATION FOR FILL,iruUNDATION,FLi OR SLAB AND PAVENinPT SUPPORT; AND SELECTION,PLACEMENT AND COMPACTION OF FILL SOILS USING MODIFIE1")PROCTOR PROCEDURES 1. Construction monitoring and testing of subgrades and grades for fill, foundation, floor slab and pavement; and fill selection, placement and compaction shall be performed by an experienced soils engineer and/or his representatives. 2. All compacted fill,subgrades,and grades shall be(a)underlain by suitable bearing material,(b)free of all organic frozen,or other deleterious material,and(c)observed,tested and approved by qualified engineering personnel representing an experienced soils engineer. Preparation of subgrades after stripping vegeltation,organic or other unsuitable materials shall consist of(a)proofrolling to detect soft,wet,yielding soils or other unstable materials that must be undercut,(b) scarifying top 6 to 8 inches,(c)moisture conditioning the soils as required,and(d)recompaction to same minimum in-situ density required for similar material indicated under Item 5. Note: Compaction requirements for pavement subgrade are higher than other areas. Weather and construction equipment may damage compacted fill surface and reworking and retesting may be necessary for proper performance. 3. In overexcavation and fill areas,the compacted fill must extend(a)a minimum 1 foot lateral distance beyond the exterior edge of the foundation at bearing grade or pavement at subgrade and down to compacted fill subgrade on a maximum 0.5(H):1(v)slope, (b) 1 foot above footing grade outside the building,and(c)to floor subgrade inside the building. Fill shall be placed and compacted on a 5(H):1(V)slope or must be stepped or benched as required to flatten if not specifically approved by qualified personnel under the direction of an experienced soils engineer. 4. The compacted fill materials shall be free of deleterious,organic,or frozen matter,shall contain no chemicals that may result in the material being classified as"contaminated",and shall be ow-expansive with a maximum Liquid Limit(ASTM D-423)and Plasticity Index(ASTM D-424)of 30 and 15,respectively,unless specifically tested and found to have low expansive properties and approved by an experienced soils engineer. The top 12 inche of compacted fill should have a maximum 3 inch particle diameter and all underlying compacted fill a maximum 6 inch diame er unless specifically approved by an experienced soils engineer. All fill material must be tested and approved under the direction of an experienced soils engineer prior to placement. If the fill is to provide non-frost susceptible characteristics,it must be class feed as a clean GW,GP, SW or SP per Unified Soils Classification System (ASTM D-2487). 5. For structural fill depths less than 20 feet,the density)of the structural compacted fill and scarified subgrade and grades shall not be less than 90 percent of the maximum dry density as determined by Modified Proctor(ASTM D-1557)with the exception of the top 12 inches of pavement subgrade which shall have a►Minimum in-situ density of 95 percent of maximum dry density,or 5 percent higher than underlying structural fill materials. Where the structural fill depth is greater than 20 feet,the portion below 20 feet should have a minimum in-place density of 95 percent of its maximum dry density or 5 percent higher than the top 20 feet. Cohesive soils shall not vary by more than-1 to+3 percent moisture content and granular soil±3 percent from the optimum when placed and compacted or recompacted, unless specifically recommended/approved by the soils engineer observing the placement and compaction. Cohesive soils with moderate to high expansion potentials (PI>15) should, however, be placed, compacted and maintained prior to construction at a 3±1 percent moisture content above optimum moisture content to limit future heave. Fill shall be placed in layers with a maximum loose thickness of 8 inches for foundations and 10 inches for floor slabs and pavements,unless specifically approved by the soils engineer taking int I consideration the type of materials and compaction equipment being used. The compaction equipment should consist of suitable mechanical equipment specifically designed for soil compaction.Bulldozers R or similar tracked vehicles are typically not suitable for compaction. ' 6. Excavation,filing,subgrade grade preparation shall be performed in a manner and sequence that will provide drainage at all times and proper control of erosion.Precipitation,springs,and seepage water encountered shall be pumped or drained to provide a suitable working platform. Springs or water seepage encountered during grade/foundation construction must be called to the soils engineer's attention immediately for possible construction procedure revision or inclusion of an underdrain system. 7. Non-structural fill adjacent to structural fill should typically be placed in unison to provide lateral support. Backfill along walls must be placed and compacted with care to ensure excessive unbalanced lateral pressures do not develop. The type of fill material placed adjacent to below grade walls(i.e. basement walls and retaining walls)must be properly tested and approved by an experienced soils engineer with consideration for the lateral pressure used in the wall design. 8. Wherever,in the opinion of the soils engineer or the Owner's Representatives, an unstable condition is being created either by cutting or filling,the work should not proceed into that area until an appropriate geotechnical exploration and analysis has been performed and the grading plan revised,if found necessary. W . GILES ENGINEERING ASSOCIATES INC. CHARACTERISTICS AND RATINGS or'UNIFIED SOIL sYSTJM CLAsbr.6 FOtt vIL Cun3TRLA_,i ION i Max.Dry' .. Value as Value as Temporary Density Subgrade Pavement Class Compaction Standard Compressibility Drainage and Value as an When Not Value as Base With Dust With Characteristics Proctor and Expansion Permeability Embankment Subject to Course Palliative Bituminous (pcf) Material Frost Treatment GW Good: tractor,rubber-tired,steel 125-135 Almost none Good drainage, Very stable Excellent Good Fair to Excellent wheel or vibratory roller pervious Poor GP Good: tractor,rubber-tired,steel 115-125 Almost none Good drainage, Reasonably Excellent Poor to fair Poor wheel or vibratory roller pervious stable to good GM Good: rubber-tired or light 120-135 Slight Poor drainage, Reasonably Excellent Fair to poor Poor Poor to fair sheepsfoot roller semipervious stable to good GC Good to fair: rubber-tired or 115-130 Slight Poor drainage, Reasonably Good Good to fair Excellent Excellent sheepsfoot roller impervious stable ** SW Good: tractor,rubber-tired or 110-130 Almost none Good drainage, Very stable Good Fair to poor Fair to Good vibratory roller pervious poor SP Good: tractor,rubber-tired or 100-120 Almost none Good drainage, Reasonably Good to Poor Poor Poor to fair vibratory roller pervious stable when fair dense SM Good: rubber-tired or sheepsfoot 110-125 Slight Poor drainage, Reasonably Good to Poor Poor Poor to fair roller impervious stable when fair dense SC Good to fair: rubber-tired or 105-125 Slight to Poor drainage, Reasonably Good to Fair to poor Excellent Excellent sheepsfoot roller medium impervious stable fair —ML -Good-to-poor:-rubber-tired-or -95-1-20 -Slight-to -Poor-drainage, -Poor-stability -Fair-to -Not-suitable -Poor -Poor-- sheepsfoot roller medium impervious high density poor required CL Good to fair: sheepsfoot or 95-120 Medium No drainage, Good stability Fair to Not suitable ` Poor Poor rubber-tired roller impervious poor OL Fair to poor: sheepsfoot or 80-100 Medium to high Poor drainage, Unstable, Poor Not suitable Not Not suitable rubber-tired roller impervious should not be suitable used MH Fair to poor: sheepsfoot or 70-95 High Poor drainage, Poor stability, Poor Not suitable Very poor Not suitable rubber-tired roller impervious should not be used CH Fair to poor: sheepsfoot roller 80-105 Very high No drainage, Fair stability, Poor to Not suitable Very poor Not suitable impervious may soften on very poor expansion OH Fair to poor: sheepsfoot roller 65-100 High No drainage, Unstable, Very poor Not suitable Not Not suitable impervious should not be suitable used Pt Not suitable Very high Fair to poor Should not be Not Not suitable Not Not suitable drainage used suitable suitable * "The Unified Classification: Appendix A-Characteristics of Soil,Groups Pertaining to Roads and Airfields,and Appendix B-Characteristics of Soil Groups Pertaining to Embankments and Foundations,"Technical Memorandum 357,U.S.Waterways Ixperiment Station,Vicksburg, 1953. ** Not suitable if subject to frost. GILES ENGINEERING ASSOCIATES,INC. GE RAL NOTES SAMPLE IDENTIFICATION All samples are visually classified in general accordance with a Unified Soil Classification System(ASTM D-2487-75 or D-2488-75) DESCRIPTIVE TERM(%BY DRY WEIGHT) PARTICLE SIZE(DIAMETER) Trace: 1-10% Boulders: 8 in and larger , Little: 11-20% Cobbles: 3 in to 8 in Some: 21-35% Gravel: coarse-3A to 3 in And/Adjective 36-50% fine- No.4(4.76 mm)to 3/4 in Sand: coarse-No.4(4.76 mm)to No. 10(2.0 mm) medium-No. 10(2.0 mm)to No.40(0.42 mm) ' fine-No.40(0.42 mm)to No.200(0.074 mm) Silt: No.200(0.074 nun)and smaller(Non-plastic) Clay: No.200(0.074 mm)and smaller(Plastic) SOIL PROPERTY SYMBOLS DRILLING AND SAMPLING SYMBOLS Dd: Dry Density(pcf) SS: Split-Spoon LL: Liquid Limit,percent ST: Shelby Tube-3"O.D. (except where noted) PL: Plastic Limit,percent CS: 3"O.D.California Ring Sampler PI: Plasticity'Index(LL-PL) DC: Dynamic Cone Penetrometer per ASTM LOI: Loss on Ignition,percent Special Technical Publication No.399 Gs: Specific Gravity AU: Auger Sample K: Coefficient of Permeability DB: Diamond Bit w: Moisture content,percent CB: Carbide Bit qp: Calibrated Penetrometer WS: Wash Sample Resistance,tsf RB: Rock-Roller Bit qs: Vane-Shear Strength,tsf BS: Bulk Sample qu: Unconfined Compressive Strength,tsf Note: Depth intervals for sampling shown on Record of qc: Static Cone Penetrometer Resistance Subsurface Exploration are not indicative of sample Correlated to Unconfined Compressive Strength,tsf recovery,but position where sampling initiated PID: Results of vapor analysis conducted on representatiyl e samples utilizing a Photoionization Detector calibrated to a benzene standard. Results expressed in HNU-units(BDL=Below Detection Limits) N: Penetration Resistance per 6 inch interval,or fracti n thereof,for a standard 2 inch O.D.(1%inch I.D.)split spoon sampler driven with a 140 pound weight free-falling 30 in hes. Performed in general accordance with Standard Penetration Test Specifications(ASTM D-1586). N in blows per fo t equals sum of N values where plus sign is shown Nc: Penetration Resistance per 13/4 inches of Dynamic Co a Penetrometer. Approximately equivalent to Standard Penetration Test N-Value in blows per foot. Nr: Penetration Resistance per 6 inch interval,or fraction ereof,for California Ring Sampler driven with a 140 pound weight free- falling 30',inches per ASTM D-3550. Not equivale t to Standard Penetration Test N-Value. SOIL STRENGTH CHARACTERISTICS " COHESIVE(CLAYEY)SOILS NON-COHESIVE(GRANULAR)SOILS UNCONFINED COMPARATIVE , BLOWS PER COMPRESSIVE RELATIVE BLOWS PER CONSISTENCY FOOT(N) STRENGTH(TSF) DENSITY FOOT(N) Very Soft 0-2 0-0.25 Very Loose 0-4 Soft 3-4 0.25-0.50 Loose 5-10 Medium Stiff 5-8 0.50-1.00 Firm 11-30 Stiff 9-15 1.00-2.00 Dense 31-50 Very Stiff 16-30 2.00-4.00 Very Dense 51+ Hard 31+ 4.00+ DEGREE OF DEGREE OF PLASTICITY PI EXPANSIVE P TENTIAL PI None to Slight 0-4 Low 0-15 Slight 5-10 Medium 15-25 Medium 11-30 High 25+ High to Very High 31+ 1 GILES ENGINEERING ASSOCIATE,INC. • , DEVELOPMENT SERVICES DIVISI . WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE • • • APPLICATIONS • -•:1.::iliAND.:::USEPERMIPSUBMITTALMWAIVED MODIFIED COMMENTS REQUIREMENTS Calculations, Survey Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural3A4 .....:.... Elevations, Grading 2 Existing Covenants(Recorded Copy)4 Existing Easements (Recorded Copy) 4 • Flood Plain Map if appllcable4 /11//A— Floor Plans 3 AND 4 Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Assessors Map Indicating Site 4 Landscaping Plan Conceptual4 Legal Description 4 • List of Surrounding Property Owners 4.. . Mailing Labels for Property Owners 4 Map-.OfEXiSting Site Conditions 4 . . . Master Application Form 4 • •. Monument Cards .........)............................... ... Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) Postage 4 ..-• ...... .• • , Public Works Approval Letter2 • • • -:•.••••••9 ............. .• Title Report or Plat Certificate 4 Topography Map.(51.contoprs)3 *- • • Traffic Study 2 Tree CuttingNegetation Clearing Plan Utilities Plan, Generalized 2 Wetlands polinb6tiony..Mgp) • • • • • • eas•.r 6-(-(7 .... • • ......•••• •... • • ... •••••• :.. Wetlands Planting Plan 4 /'fr Wetlands Study 4 Pit •.' If • 1, DEVELOPMENT pLAN.4 I A-3 This requirement may be waived by: MY OF REIITOI\I 1. Property Services Section nnn PROJECT NAME: /k/A/0042-C.,4124E----- • " 2.-• Public Works Plan Review Section LILL •IJJ • 3. Building Section RECRIVEr) 4. Development Planning Section • . —_ - - h:\division.s\develop.ser\dev.plan.ing\waiver.xls CONSTRUCTION MITIGATION DESCRIPTION The proposed construction dates begin on March 1, 2000 with completion by June 6, 2000. The hours of construction operation would be from 6 AM to 6 PM. The proposed hauling,routes would use NE 43`d St., 110`h Ave. S. and I-5. An erosion control plan is a part of the civil documents that address control of dust and runoff during construction. The amount of area to be disturbed is relatively small, therefore erosion control measures only include silt fence, a defined construction entrance, and protection around existing catch basins. There are no special hours proposed for construction or hauling. There is no preliminary traffic control plan availab4 for this submittal. The contractor could provide a formal traffic control plan, if necessary, prior to the beginning construction. The contractor has not been selected at this point. DEVELOPMENT PLANNING CITY OF RENTON DEC 2 2 1999 RECEIVED . ...:::::... DUPLICATE RECEIPT DUPLICATE RECEIPT CITY OF RENTON CITY TREASURER REG-RECEIPT:02-0052489 C:Dec 21 1999 CASiIER ID:T 11:18 am A:Dec 21 1999 8003 MISCELLANEOUS REVE $100.00 RELEASE OF EASEMENT 000!000.00.369.90.00.000018 8000 MISCELLANEOUS REVE $500.00 ENVIRONMENTAL REVIEW 000:000.00.345.81.00.000007 8000 MISCELLANEOUS REVE $1,000.00 SITE PLAN APPROVAL 0001000.00.345.81.00.000017 8000 MISCELLANEOUS REVE $3.30 POSTAGE 0001000.05.519.90.42.000001 TOTAL DUE $1,603.30 RECEIVED FROM: KIFDERCARE CHECK: $1,603.30 TOTAL TENDERED $1,603.30 CHANGE DUE $0.00 DUPLICATE RECEIPT DUPLICATE RECEIPT bEVEdioaMEr�r PLA4�raiNo C11y of REPO 004 RECEIVED APPLICATION FOR RELEASE OF EASEMENT. IN THE CITY OF RENTON To the Honorable Mayor and Date DECEMBER 13, 1999 Members of the City Council City of Renton - Circ lated By:BUSH, .ROED & HITCHINGS, INC. 1055 S. Grady Way Renton, WA 98055 Addr s: 2009 MINOR AVENUE EAST SEATTLE, WA 98102 Dear Mayor and Council Members: • Telephone: (206) 323-4144 We, the undersigned property owners abutting a certain portion of public easement,as -acquilel-fr9xa RESERVED BY ORDINANCE #2111 dated SEPTEMBER 14, 1964 , and recorded underKing County Recording Number UNRECIIORDED , respectfully request the release of said easement. That portion of the easement area to be released being more • particularly described on the attached"Exhibit A" The undersigned each consent to such proposed easement release and warrants that thh::'',?eror P.Er 1 pi%; granting thereof will not adversely affect his vested rights as an abutting owner. CiTY OF REb'1 T§:, i signature 11 signature )eV2fktttj 1�lK.4—L �tA.e v print name phone O{). print name phone (is-3 —L OO 1717 NORTHEAST/44TH STREET address address 334330-1141-02 property identification number property identification number Instructions: I. Attach complete legal description(i.e. metes and bounds, etc.) 2. a) Sign name. (Signatures of owners liof 2/3 of lineal frontage must sign. Spouses do not need to sign. Owners in common must sign. Contract sellers must sign.) b) Print name and phone number. c) List Property address and King County tax parcel identification number. 3. Attach a map to the petition designating the vacation boundaries. 4. Submit$100.00 filing fee with application. SUBMIT PETITION TO THE CITY CLERK, SEVENTH FLOOR, RENTON CITY HALL. If and when the City Council approves the vacation at a public hearing,payment of a post- hearing processing fee of$100.00 will be required. 1 t:\forms\cs m_rc i.D OT 1/99 • signature signature print name phone print name phone address address • property identification number property identification number signature signature print name phone print name phone address address Identification number property identification number property signature signature print name phone print name phone address address property Identification number property identification number 11:\lorms\csm_ret.DOTI/99 z EASEMENT VACATION DESCRIPTION THAT PORTION OF VACATED COUNTY ROAD NO. 34 SUBJECT TO A 10 FOOT EASEMENT, BEING 5 FEET ON EACH SIDE OF THE CENTERLINE OF SAID COUNTY! ROAD NO. 34, PER CITY OF RENTON VACATION ORDINANCE NO. • 2111, LYING IN LOT 3 OF CITY OF RENTON SHORT PLAT NO 011-87, RECORDED UNDER KING COUNTY RECORDING NO. 8802169005; SITUATE IN THE CITY OF RENTON, ,KING COUNTY, WASHINGTON STATE. EXIT 7 KINDERCARE BRYAN L. CAMPBELL, P.L.S. BRH JOB NO. 99273.07 . CAS �44 DECEMBER 14, 1999 , �; Sys � '.� \ 'V • Z: •, • 34135 !"g A'AL LAB EXPIRES 08/05/0 D r` 44,2 • L=74.88' SCALE: 1" = 60' R=308.10' 8>> . x 0=13'55'29' w r�// Sg)13�6,,, �E` A �r . / • ti z �h%, 1 w \ 31.00' rn S88'45'09"E L=302.14' r< r- LOTS ,1-318.10' o z L�=54'25'16" I / \ lrr- 138.46' - 10' EASEMENT FOR UTILITY / •) & 0 HER PUBLIC PURPOSES \I N88 45 09„W �4 / RES:RVED BY CITY OF RENTON / 4 55'''' 1' ORD. NO 2111 / •� / ,♦�. I . © ♦ � � w CO1' / ° � 1 I♦ 0 cr)LOTrn o / .4`1, .4 �/ G� Z / °.� S01'40'27"W ' vii / , ♦ 9.87 • r:i • h. :.!•'' r .. , . ...,-' 1.!_.rr e... t. r , :r', `f`(' t Ci0 �]1.51 5. i p :'R; C4020•At.•43) . c- EASE ENT Ar:T NO 374330 1 I/O ,,,,!-,,i• • Job Rf• . 'en7 •l'' FtrWnee/once si DG4 GS KNOW ALL MEN BY THESE PRESENTS: 411111 For nnl In conaldoratlori of al-u;r1 _—AI bs uc t1L _. ___.__ _. ltu+:rn erslgned,here:nat;F:r referred In 1`"', as Grentor(s).hereby grpnts a perpetual easement to Pacific Mnrthw '•-I1 Telephone Company,a Washington Cceporution. ,; ns successors and assigns, herernatter referred to as Grantee with the ri;{nt privilege an"authority In place. construct. %,,,:o maintain,.Inspect,roccnstruct,repair.replace,remove and keappbslacies clear from Grantee's facilities consisting of •'•• .:r __-ainde.:rtlu:ltLcQnlmunirn.L i on 1.1.nt_/l_ttnsLabn.z.-gruurid r nr•t • �``": :` and other appurtenances as-the Grantee may from time to time reouire over.across,upon and under tt•e raramal!er de.cn.tod !'> e. property situated in King County,Stale of_Fimall�iutat)ti__and:s describes as tot.aws • >,_,•,:i >. Lot 183 Hillmans Lake Washington ::ardlrn of Eden 113 ;•i<r;i, 3 .ill situated in the southeast section 9, Townsht,: 24 Korth, Range S Mast, W.M. „c,!r. Said easement being a strip of ].and Cl g ;last (. 'I in width along. a :enr.rrunu, =.,,:; a established by the installation oC the communication lines across the .:hove •',"ri `,ri • described property. • fit'•} ..Y.. Q CO 7 . ' : tip�yj,''•.;;•'. Q _' •` . �.';e•,, u c•) RECD F 5.sr, -2..' ->S''. u j_:, CPSHSL • 4::r:N a•$_till ,.1f.';''..' Cr uvi t-c'c - • • 1, r, ! Grantee shall at all times have the right of full and free ingress to and egress Rom said prcoerty described above.vsitr•the : ,;-;;.= understanding that Grantee shall be re �. (- ,..•,•, 4r� g responsible for aft damage ca ts.:d lu ,ranter arising from Grantee's exercise of the rights • rli? co and privileges herein granted. • _...,r Grantor teserves the right to use the easement for any purposes as long as not inconsistent with nor an interference with the . rights granted Grantee herein. :' '4a`? The rights,conditions and provisions of this easement shall inure to the benefit of and be binding upon the heirs.executors. '="�''°�.,:. administrators,successors and assigns of the respective ....:. ; g sp parties hdretc. in witness whereof the undersigned has executed this instrument this -3•—'" day of_ __,_,131.4_ .'` 'k! Witness: p),./ v72.4*. r°- • • ``4 __ John Pietromorieco. : 1 --- . r: ;• (Individual i+dcnowledpemani) (Corporate Acknowledgement) : !rL'�_ (;[-�S i^t P`;;; l ergo w ) ��i't �f�tclVeL >t;.. Or ,0,,' Stele el ...'k.: . Slate of .) G� frC� ��r 1 lis : J=. CaOnh x__� f/ es Counrya-- — 98 D 1.C 2 P. `CC''ssr9 On t d8 peregnaltyer before me On tree day porsnnaly shared before met•' p J• ',f',.. ED • / ,, 71•A'R. -__ -___.— fleaR ` : < 9; kriowh loine lobo the Individual who ex uled .:-....,.; / who(Waxy he/she ix the ;;{;::::';;-: / . the foregoing Inattumen rind acknowledged that isq;:•:rl;3 Ti;•: :;t:•_• I - ..signed the same as free and voluntary act and ci the corporation that oxec.ited the foreaeing instrument. 4? 1 + 'Gear,for the uses and purceces herein mentioned, and acknowledged said Instrument !! be the hoe and ;tp:;s,:�,*s) t Wluntory act and deed of said oorporeliM.,for the uses and '; :i:::.'y .+ Given under my ha and official seal fhb day rpoeos therein tentioned,seam one-petaled that ' "` t' el "! ,19 Was/were authorized to execute said instrument on behalf N jY y. ▪ ':`:i y; Ia • thecorporotlon. • ' r:..'..... w 1 �'.r? a Given under my hone and otflGet seat this_ day .. .P rr i;• • d t9 i T}, Lr ir5 f I F • ;r,•!, •'t ,I Me •`c'r Notay Public In for thhe-Stale of tary Publla In and for the Mate of - r • ,';7 IG o reold rig•LJC� .- 16........±._ aHmg at�`•'i sly oortxnbaan expires y camvaston expires: l . ' 7ir•'i' f • ;";;Irttif,-...,.. • "...-t.S..,' .. .... .. . EASEMENT 4-:i'.t.:7.!:• (Short Form 4.,..,-.4 --------- •:, ?...;:f• ;•:113,4 t;ti.k • . . - - ---------- t?K,....L'...i. . Jig.':,, .------ - --------- • .: ::-.`...,'. TO Pacific Northwest Bell Telephone Company . . • • --- ------------ .:::',4...,.. • - - .,.. 1.?.,.. . - . . i.'-:;;.4.,: • :•-e-,.';'. . ..,,..... ..1.:;:':•.:.: • •::::_c".'!';' ' :.-.L1::.:..... . ......q.;: ::":t`;'•• . ,2.,i,..,.. -t.-,-;-'::.• • . .r.,-./...ki,. -4, -:- -::,..i.,.. • .... . - . •;;';-..,..;. ' . • . ' •,..1%.:' . .-_ - ,7,1 .•,: • . . '',It.•;- . . ,...;,•,....: RETURN TO GRANTEE AT .5.--:-. .. • ., . ::E:r I-A:• ' . .. -'*:,"•;..:CO. -7,.,r;• - 1 . .r.4..;'• • . • _ ..-.•-•.-,- • - -• • - . • .-.4•,:, SE:-. :: '. .•:,...,.:•',...:11 :/1;:22. • . :'4••4 _ --,.--- •,:sn . ,:•-?,-• 8t7LOLOV090 .. •04 , :... ..i,:-.t...- ... . . , . .. ....... . . . .. ....:7,..;:e.. -, . .. - . . • . , (I) • ORIGINAL PUGET EASEMENT FOR UNDERGROUND ELECTRiC SYSTEM ' POWEf - For and in consideration of One Dollar 0$1.00) and other valuable consideration, the receipt of which is hereby acknowledged, . • EXIT 7, INC., a Washington corporation 1 _ • ("Grantor"herein).grants.conveys and warrants to PUGET SOUND POWER& LIGHT COMPANY.a Washington r- - vi r ;Ep,g —i >:.'ea , poration("Grantee"herein'.for the purposes hereinafter set forth a perpetual easement under.across and over the tot- �"� q��!'�`t—,• lowing described real property(the"Property"herein) King County.Washington. Get i OF i aEi`1 h'-d'. That portion of Tracts 183 and 1B4 of C.D Hillman's Lake Washington c �a Garden of Eden addition to the City of Seattle, Division No. 3, a� according to the plat recorded in Volume 1.1, of Plats, page 131, in King County, Washington, lying easterly, southerly and westerly of � � primary State Highway No. 1, as condemned for highway purposes by the • (,a State of Washington under King County Superior Court Cause No. 613780 11 including that portion of County Road vacated by Ordinance No. 2111 Oof the City of Renton. • t' Being a portion of the Southeast quarter of Section 29, Township 24 , North, '.Range 5 East, W.M., King County, Washingtoagirs-•14 802?s D -..-- O RECD F ?,OO Ca - CASHSL - vae=a,d:7.00 11 Except as may he otherwise set forth herein Grantee's rights shall be exercise upon that portion of the Property(the"Right • - of Way"herein)described os follows: A Right.af--Way en. 11 fl.) feet in width having feet of such width on each side of a center- . line described as follows: • The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described • Property. • • (This easement may be superseded at a lat-r date by a document with a more specific easement description base on a survey furnished by i r• Grantor at no cost to Grantee). 1% EXCISE TAX NOT REQUIRED King`Co. Records lliviaian • Y . Deputy 1.Purpose.Grantee shall have the right to construct,operate,maintain.reps r.replace and enlarge nn underground electric • transmission and/or distribution system upon and under the Right-of-Way ogether with alt necessary or convenient op. lntrtenances therefor,which may include but are not limited to the following:underground conduits.cables.communication ines:vaults.manholes•switches,and transformers:and semi-buried or grow d mounted facilities.Following the tnhird con- struction of its facilities.Grantee may from time to time construct such odd clonal facilities as it may require. Z Access.Grantee shall have the right of access to the Right-of-Was over anL across the Property to enable Grantee to exer- cise its rights hereunder,prodded.that Grantee shall compensate Grantor for ny damage to the Property caused by the exer- cise of said right of access. 3.Obstructions;Laad.eaping.Grantee may from lime to lime remove trees.bushes.or other obstructions within the Right- • • of-Way and may level and grade the Right-of-Way to the extent reasonably necessary to carry out the purposes set forth in • paragraph I hereof,provided.that following any such work,Grantee shall,t the extent reasonably practicable.restore the Right-of-Way to the condition it was immediately prior to such work.Following the installation of Grantee's underground - . facilities,Grantor may undertake any ordinary improvements!tithe landseapi g of the Right—of—Way.?rovidcd that no trees or other plants shall be placed thereon which:would be unreasonably aspens ve or impractical for Grantee to remove and restore. 4.Grantor's Use of Right-of-Way.Grantor reserves the right to use the Rig I-of•Way for any purpose not inconsistent with the rights herein'granted.provided:that Grantor shall not construct or manta n any building or other structure on the Right- of-Way which would interfere with the exercise of the rights herein granted: hat no digging,tunneling or other form of con- struction activity shall be done on the Property which would disturb the compaction or unearth Grantee's facilities on the Right-of-Way,or endanger the lateral support to said facilities:and that no blasting shall he done within 15 feel of the Right-of- Way. 6.indemnity.By accepting and recording this easement,Grantee agrees lei demnif'and hold harmless Grantor from any and all claims for injuries and/or damages suffered by any parson which maybe Caused by the Grantee's exercise of the rights herein granted:provided.that Grantee shall not be responsible to Grantor f r any injuries and/or damages to any person caused by acts or omissions of Grantor. S.Abandonment.The rights herein granted shall continue until such time as Grantee ceases to use the Right-of-Way for e • period of five(Si successive years.in which event this eanementsholl terminal and all rights hereunder shall revert to Gran- tor,provided that no abandonment shall be deemed to hove occurred byre on of Grantee's failure to Initially install its facilities on the Right-of-Way within any period of time Irons the dale here f. 7.Successors and Assigns.The rights and obligations of the parties shall Inure to the benefit of and be binding upon their ! respective successors and assigns . i R-2578 KJ—AC001 (�. t' :• "' -- Jc:3T OF: '• • 8709289 245-116 IiPUE,L1't :? arm.?1.7 P.O.BOY. 7J34'^7 M_._.. ATTEN'iZON:BGOTP,7AC9pf: BL'LL5VLP-.r:ASHIPJGTON 98009.9734 ..�.�� fl i • • --. llII r . .` • i '.DATED Ill.+—..L11.� !" • day of Ace-1N .198.&- . • • GRANTOR EXIT 7 NC a Washington corporation B • STATE OF WASHINGTON 1 SS COUNTY OF I • On this day personally appeared before me _ In me known In he the individual_described in and who executed the within and foregoing instrument.and ncknoalndperi that slimed the same.as_ free and voluntary act and dyed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of .79 . I I CD Notary Public in and for the State of Washington, 6. residing at _ 0 STATE OF WASHINGTON 1 I wi COUNTY OF SS : CI I i Cri On this day personally appeared before me - I GD to me known lbbe the individual...—.described in and who executed the wt`;hin and foregoing instrument,and acknowledged that i signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of .19 z Notary Public In and for the State of Washington:' ,j residing at . I rcz r STATE OF WASHINGTON I ' $$ _ COUNTY OF I •.:. r� On this day personally appeared before me _ to me known to be the individual_described in and who executed the within nod foregoing instrument.and acknowledged that signed the same as free and voluntary act and doled for the uses and purposes therein mentioned. • GIVEN under my hand and official seal this day of •1St . - Notary Public In antl for the Stale of Washington. . residing at STATE OF WASHINGTON I SS CORPORATE ACKNOWLEDGMENT' COUNTY OF 1 • On this (I day of Mfg-re • M;r IAA 0,1 . , k)Gti ms.t _ •19—$ .before mc,the undersigned personally appeared to me known to be the wt,‘111.nt and C;n ,••io.'f.ar EXIT 7. INC. . ----�— .mspectrume of the' grid that executed the foregoing instrument, and acknowledged the said Instrument to be the ee and voluntary act and deed i.F;,i �a n:Idefht lisesand purposes therein mentioned.and on oath slated that L4 f 110 p p aul r d•;t0s:snoate,lh!sair(tt stiument and that the • seal affixed Is the corporate taut of said corporation. xt} * :i,:utr • - : Witness my hand and official seal hereto affixed the day an ••ear first o•d,1.Z''''•tft f"rs: „ 4,�ie t ter :' v . • i iJ la Public In en F111-, 4:orWaslllot I,.. : t resng at •- `.. J•'°�.Y :F.C;::ems i i . . . . • •• • •• - . \ • "1 hf3031.4027:1:- I //\ • - i• :....,1. .1 ...,,. .......... hell•IIIM CABLE NOTES % 1 \ g g g. 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Ha 2C/i-W----..".4 .•.f'1••••• -- - Mal-r81 od TEL WATER. LtAJE 1 t\A , v. .1 ..........•.°' _- as A1E 4 rr••• .-.2r -11I) 1 &. _--i i _ 3 —_:40 _ kt:t ,T E: r M p...•',.•.•..i1..r.1•-.-i.r...-' d c. a . Ili. 46 • RECIPROCAL SHOPPING CENTER EA EMENT AGREEMENT THIS EASEMENT GRANT, dated January 25, 198:, is between EXIT 7. INC., a '" Washington corporation ("Grantor") and McDONALI''S CORPORATION, a Delaware acorporation ("Granted"). The following state ents are a material part of this Easement Grant: A. The Grantee is the Purchaser of tract of land described as f Parcel 1 on Exhibit A, attached. B. The Grantor is the owner of a tr ct of land described as t' GO Parcel 2 on Exhibit B. attached. ,'` • O C. The Grantor wishes to grant and the Grantee wishes to re- - i.; ceive, easements over, under and across P rcel 2. u, ,\ CD 1 _ . . • 1n THEREFORE, in consideration of the covenants contained in this Easement o r. it � Grant and other good and valuable consideration, receipt of which is acknowl- _Q � .., • c edged., the following.grants, agreements, covenants and restrictions are made: . - y ,.K• - • 1. EASEMENT FOR PARKING AND INGRESS AND GRESS • '"`' • 1:1 L: Grantor grants and conveys to Grante a perpetual, non-exclusive '.li r ),. easement for'automobi 1 e parking and vehicjlar and pedestrian ingress -"..-2 x ue and egress, to and from Parcel 1, appurtenant to Parcel 1, over, upon It and across the parking areas and spaces, driveways and access ways, / -,-Jc !,-. sidewalks and walkways, exits and entrances, and other common areas, • �., as these areas now exist on Parcel 2 as s own on the plot plan at- • ,`• torched as Exhibit C. .Grantor reserves, ad Grantee grants to Grantor, a perpetual, non-exclusive easement, appu tenant to Parcel 2, for the use and benefit of the Grantor and Grantor's tenants, successors and ".= h:4 11 assigns, for the purpose of automobile anb pedestrian ingress and r�,�0 F:l-R'�.`Fl—C``"ttl�,� ''` egress over and upon the access ways, entrances and exits that mayL. e>�d�L- {y��5a c' .. from time to time be .constructed, altered or modified on Parcel 1. . � . � 2! EASEMENT FOR TELEPHONE SERVICE Q e C . 2 6 "1 Grantor also grants and conveys to rantee perpetual, non- y • exclusive easements, appurtenant to Parc 1 1, for the purpose of in- �, stalling, operating, maintaining, repairing, replacing and renewing ': any and all telephone lines and related acilities under and across A- • Parcel 2 wherever these telephone lines re first installed on said .;r • Parcel 2. No trees, permanent buildings or other structures shall be • placed in or allowed to encroach upon th easements, and no .change of • grade elevation or excavation shall be made upon the easement area without Grantee's prior written approvall The easement shall be ten '.' (10) feet in width having five (5) feet Of such width on each side of the centerline of Grantee's facilities as constructed or to be constructed, extended or relocated lying within Parcel 2. • tj• Jv 3!. MAINTENANCE . Grantor and Grantee covenant and agree to maintain in good con- , dition and repair, or cause to be maintained and kept in repair, the Parking. driveways and other common area situated on their respec- : • tive properties. The obligation of the grantor and Grantee to main- tain, repair and keep in repair the parking, driveways 'and other common areas shall, without limiting the generality thereof, include m the following: 0 a m(n A. Maintaining the surfaces aft such gradee e...J1 levels that • • x''N they may be used and enjoyed as contiguous and uu.:iogeneous :.• • r ,,.moo common areas and maintaining the suirfaces.in a level, smooth and evenly-covered condition with the type of surfacing material originally installed or of similar quality, use and durability; , and . EXCISE TAX NOT REQUIRED e .* Km Co accords Division ►+1.' V •w N By 'C , Deputy 8 m 7134J ' i.3„I ,e� ..J. '...4'�''�.�.may' .nf • B. Removing all papers, debris, snow, ice, filth and ',.' • refuse and thoroughly sweeping the areas to the extent rea— sonably necessary to keep these areas in a neat, clean and -.''s:;t;; ;.. orderly condition; and • -C. Placing, keeping in repair, and replacing any necessary •' appropriate directional signs, striping markers and lines; and operating, keeping in repair and replaci g, when necessary, =:..�r-.r: artificial lighting facilities as shall •e reasonably required; and - • D. Maintaining any perimeter walls in good condition and '`�'. • state of repair; and . • E. Maintaining all landscaped area , making such OD replacements of shrubs and other landsca.ing as is necessary, - ''j. 04 and keeping these areas at all times ade.uately weeded, In fertilized and watered. < O LI 4. BARRIERS • r 7) Grantee may erect curbs, fences and land taping on Parcel 1 in .. �' Q0 order to define the premises to be conveyed a d Parcel 2. Grantor '``r shall not detract from the parking and access rights of the Grantee or prevent, hinder or interfere in any way wi h the free flow and : :• ; passage of vehicular and pedestrian traffic a d parking over, to, from and between Parcel 1 and Parcel 2. • ,. .w. 5. CHANGES TO COMMON AREAS i Grantor agrees that the parking spaces, access drives and other -- js`;,:_ common,areas located within 200 feet of Parce 1 shall not be changed' or modified without Grantee's consent which c nsent shall not be unreasonably withheld or delayed. Grantee ha reviewed and approved Grantor's plans for the completion of the co n area, which plans T have.also been approved by the City of Renton Grantee hereby consents to the completion of construction in accordance with those . plans. 6. RULES AND REGULATIONS Grantor and•Grantee shall have the right to enact reasonable' rules concerning the conduct and operation of the parking areas and , spaces, driveways and other common areas situ ted on their respective = ..-.-N properties. Grantor shall require its employees or the employees of "rr% • the other tenants on Parcel 2 to not park on Parcel 1 or within 50 i feet of its boundaries. • . . 7. COMPLIANCE WITH LAWS AND REGULATIONS — INDEMNIFICATION 1 • Grantor and Grantee covenant and agree, ith respect to their `-d' own property, to comply with all laws, rules, regulations and re— quirements of all public authorities. and to ndemnify, defend and ~". 1= hold each other harmless against all claims, emands, loss, damage, • liabilities and expenses and all suits, actions and judgments (in— tluding but not limited to costs and attorneys fees) arising out of or in .ny way related to Grantor's or Grantee s failure to maintain • their respective properties in a safe conditi n. Grantor and Grantee shall give prompt and timely notice of any claim made or suit or ac— tion commenced against the other party which in any way would result • • 1n indemnification under this Easement Grant. . • 8. MAINTENANCE EXPENSES ; ;.:;f'l: Except as provided in this paragraph for the storm sewer line, Grantor and Grantee further covenant and agree to pay the expense of • maintaining and repairing the parking, ingresf, egress and other tom— ',.... mon areas situated on their respective parcel}, including the payment t ` • • 7134J y - 2. '• ; •�.rererwcrr••wwrrwr. S%fl t.+•a..J•s•y744..'d`!M.:r.�. - —a - .. . -.,.....eN1 I•' x;�;i i Ni:' ;t. of all real estate taxes and assessments, subject only to the right -••• I`' to defer payment in a manner provided by lawland/or in connection with a bonafide contest of such tax or assessment, so long as the rights of the other party than not be jeopardized by the deferring ^' of payment. Grantee shall be responsible for 22.3% of the.cost of dal maintenance of the storm sewer line and Grantor shall be responsible for the remaining 77.7% of said expense. "'-i 9. DEFAULT If there is a failure by either party to perform, fulfill or observe any agreement contained within this asement Grant, to be ' performed, fulfilled or observed by it, continuing for thirty (30) days or in situations involving potential danger to the health or • •_:'-..::- ' • safety of persons in, on or about or substantial deterioration of Parcel 1 or Parcel 2 or any portion or any part thereof, in each case CO after written notice, the other party may, at its election, cure such ..-4'•-,fe eq failure or breach on behalf of the defaulting party. Any amount in which the party so electing shall expend forlsuch purpose, or which O shall otherwise be due by either party to the other, shall be paid to . . _ - ''• 0') the party to whom due on demand, without contest, upon delivery of 1 CD its invoice, together with interest at the lower of (1) the rate of ten percent (10%) per annum, or (2) the maximum rate permissible from •_CD . time to time under applicable law, from the Late of the expenditure ", % CO or the date when it shall have become due to the date of payment in CO full. The provisions of this paragraph shall be in all respects sub- • ject and subordinate.to the lien of any mortgages or deeds of trust at any time or from time to time on the landlof the defaulting party • • and the rights of the holder or holders of ary mortgages or deeds of <.'`;: • trust. ; ;•. 10. COVENANTS RUNNING WITH LAND The rights contained within this Easement Grant shall run with the land and inure to and be for the benefitlof the Grantor and - Grantee, their successors and assigns, and the tenants, sub-tenants, ,^; licensees, concessionaires, mortgagees in possession, customers and business invitees of such persons. 11. WARRANTY ' Grantor warrants that he has good fee simple title to Parcel 2 subject to certain liens, encumbrances or restrictions of record, and '•5 - is• unaware of any defects in title not disclosed to Grantee. Grantor further warrants that it is authorized to gr•nt this easement, and that the granting of this easement is not in violation of any agreement or restriction of which grantor is aware that has not been previously disclosed to Grantee. _ . 12. TERMINATION OF LIABILITY _-; Whenever a transfer of ownership of eit er parcel takes place the transferor will not be liable for a breach of this agreement ;t occurring after a transfer except that Grantee shall remain liable if ; it transfers its interest to a licensee or subsidiary corporation. 13. CONSTRUCTION .i The rule of strict construction does not apply to this grant. This grant shall be given a reasonable construction so that the intention of the parties to convey a commercially usable right of - 1--t. enjoyment to Grantor and Grantee is carried out. c 14. NOTICE Grantor's address is c/o Michael J. Wen man, 1517 Plaza Center Building, 10900 NE Eighth Street, Bellevue, ashington 98004 and •.„-.-..r, • s i L j : 71343 y " "r ' t ihu� jI F.z. _�� ......... -- -n..•..,...,n...useesr_•_•err�_t!!. - _ -""r .n. .. . z'-- lii• li Grantee's address is One McDonald's Plaza Oak Brook, Illinois 60521, III Attention: Director, Real Estate/Legal D partment. Either party may lodge written notice of a change of address with the other. All notices shall be-sent by certified mail, return receipt requested. to the addresses provided for in this paragraph and shall.be deemed given when placed in the mail. To indicate their consent to this Agreement. the Grantor or Grantee, or A. their authorized officers or representatives have signed this document. GRANTOR: EXIT 7. INC. G NTEE: McDONALD'S CORPORATION ^; OD N li? ,- CD By: By: _ Vice President a) r CD i In O ATTEST: ATTEST: co /MsisntS7cBy. y: ar !+ WITNESS: WITNESS: . • •' (ATTACH ACKNOWLEDGMENTS AND EXHIBITS A, B AND C) PREPARED BY AND RETURN TO: . Gerald J. Pinzino . . - Real Estate Legal Department McDONALD'S CORPORATION - One McDonald's Plaza ' Oak Brook, Illinois 60521 ° / . • . i t . T • 1 7134J w : i `` `t McDONALD'S (ACKNOWLEDGMENT) STATE OF ILLINOIS . COUNTY OF DuPAGE SS:. I, June Machala , a Not ry Public in and for the county and state aforesaid, DO HEREBY CERTIFY that Se'mour Greenman. Vice-President, and Michael J. Size, -Assistant Secretary of McDonald's Corporation, a Delaware corporation. who are personally known to me to be the same persons whose names are subscribed to the foregoing lnstrumentlas such Vice-President and Assistant Secretary, respectively, appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such Vice- resident and Assistant Secretary, respectively, and as the free and voluntar act of said corporation for the uses and purposes therein set forth. Given under•my hand and notarial seal, this 25th day 0f January . 19 88 • l C L---- . CV1443, to y Public to J My commission expires 11-19-88 ^.) OFFICIAL Sr�:L • v . JU.k HACHALA 113 NOTARY MJaLIC STATE OF ILLINOIS 0 (ACKNOWLEDGMENT - INDIVIDUAL) MY COMMON RIp. NOV.19.1988 I CO • .�,. . CO STATE OF COUNTY OF k,1i•kc,11 SS: ' J 3)4'.'., , a Ngtary Public in and for the county and I, L,lI1'�: i .I: i y( to fore aid, DO HEREBY �rRT Y�that j[I;�I1Gr 1 ;! '-• 1V.j:ll':t_ and r- • �r°s Saol,etofy o) x,-E 7 who (is)(are) per- sonally known to me tot6be the same persdn.$) whose•name(s) (is)(are) subscribed • to the foregoing instrument appeared before me this day in person and acknowl- edged that ( he)(they) signed, sealed and delivered the said instrument as (h )(their) free and voluntary act'for-the uses and purposes therein set forth. given under my hand and notarial seal, this ; �1` day of ii-Ilk,1 , . 19.1( . . .-1 . i ??'r v t( 412Z. IINotary • ,publis My commission expires , (ACKNOWLEDGMENT - CORPORATE) . • - STATE OF • - • COUNTY OF SS: I. , a Noary Public in.and for the county and , state aforesaid, DO HEREBY CERTIFY that I'tk.11o.v.,).d,1/.►.1>.„.,,.,. President, and , Secretary of . a(n) • corporation, who are personally known to me to be TE persons whose names are subscribed to the foregoin instrument as such President and Secretary, respectively, appeared before this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such President and Secretary, respectively. and as the free and voluntary act of said corporation for the uses and purposes therein set forth. I Given under my hand and notarial seal, this day of 19 i ) 4 j r Notary Public : My commission expires i . ; • MO-ACK-GS-5,'85 7251J • PROPOSED LOT I I EGAI DESCRIPTION CO That portion of Tracts 183 and 1984 of C.D. Hillman's Lake.Washington Garden of Edon Addition to the City of Seattle, Division No. 3, according If) to the plat thereof recorded In Volume 11 of plats, page 81, in King County, Washington, lying Easterly, Southerly and Westerly of Primary State Highway No. 1 as condemned for highway purposes by the State of Washington undor King County Superior Court Cause No. 613780, Including that portion of county road vacated by Ordinance No. 2111 of the Clty of Renton. GO Fiore particularly described as follows CONf.ENCING at the intersection of the South line of said Tract 184 and the • East margin of said Primary State Hlghxay No. .1 (SR-405); THENCE South 88°•45' 09" East 405.00 Mot along the South line of said • Track 184 and 183( 111E North 01' 141 51" East 191.54 foot; 11IE E North 08• 451 d9" West 138.46 fool; THENCE South•01. 14' 51" West 52.27 feet to the TRUE POINT OF BEGINNING; THENCE North 01' 14' 51" East 130.23 feet; THENCE South 88,1'45' 09" East 31.00 feel; THENCE North 01. 14' 51" East 106.71 feet to a point.of curve on the South margin of said Primary State Highway NQ. 1, the radius point of which bears South 07° 19' 42" West 308.10 fuel dlilant; THENCE Southwesterly along. the arc of o curve to the lef+ having a radius of 308.10 feet through a central angle of 13° 05' 34" and an arc length • 70.40, feet along said Southerly margin; THENCE South 73. 33' 52". West 108.01 feet along said margin to the Easterly margin of said Primary State Highway No. 1; THENCE South 02' 12' 32"'East 118.57 Met along said margin; . THENCE South 12. 23' 18" West 96.84 feet along said margin to a point that bears North 88. 45' 09" West from the TRUE POINT OF BEGINNING; THENCE South 88. 45' 09" East 151.79 feet to the TRUE POINT OF BEGINNING. Subject to easements of record. • • EXHIBIT A '� • b • • • • CO . PROPOSED LOT 2 • O LEGAL DESCRIPTION OThat portion of Tracts 183 and 1984 of C.D. Hillman's Lake Washington 10 Garden of Eden Addition to the City of Seatflle, .Division No. 3, according fA to the plat thereof recorded In Volume 11 a, plats, page 61, in King County, Washington, lying Easterly, Southerly and Westerly of Primary State • Highway No. 1. as condemned for highway purposes by the State of Washington • under King County S.iperlor Court Cause No. 613780, Including that portion of county road vacated by Ordinance No. 2111 of the City of Renton. More particularly described as follows: ' I BEGINNING at the Intersection of the South line of said Tract 184 and the East margin of said Primary State Highway No. 1 (SR-405); • � THENCE South 88' 451 09" East 405.00 feet along the South line of said Tracts 184 and 183; THENCE North 01' 141 51" East 191.54 feet; THENCE North 88' 451 09" West 1.38.46. feet; THENCE South 01' 141 51" West 52.27 feet; THENCE North 88' 451 09" West 151.79 feet to the East margin of said Primary State Highway No. 1; THENCE South 12' 23' 18" West 54.18 feet along said margin; THENCE South 51' 421 02" West 135.24 feet a ong said margin to the POINT OF BEGINNING. Subject to easements of_•record. • • • EXHIBIT B • • • PROPOSED LOT 3 IEGAI DESCRIPTION 00 C4 That portion of Tracts 183 and 1984 of C.D. Hillman's Lake Washington L7 Garden of Eden Addition to the City of Seattle, Division No. 3, according CD to the plot thereof recorded In Volume 11 of plats, page 81, In King County, Washington, lying Easterly, Southerly and Westerly of Primary State CD Highway No. 1 as condemned for highway purposes by the State of Washington • Ul under King County Superior Court Cause No. 613780, including that portion • CD . of county road vacated by Ordinance No. 2111 of the City of Renton. 00 More particularly described as follows COMMENCING at the intersection of the South line of said Tract 154 and the • East margin of said Primary State Highway No. 1 (SR-405); THENCE South 88° 451 09" East 405.00 feet along the South line of said • Tracts 184 and 183 to the TRUE POINT OF BEGINNING; THENCE North 01. 141 51" East 191.54 feet; THENCE North 88' 451 09" West 138.46 feet; -" THENCE North 01' 141 51" East 77.66 feet; • THENCE South 88' 45' 09" East 31.00 feet; THENCE North 01' 14, 51" East 106.71 feet to a point of curve on the Southerly margin of said Primary State Highway No. 1, the radius point of which bears South 07. 19/ 42" West 308.10 feet distant;• THENCE Southeasterly along the arc of d curve to the right having a radius of 308.10 feet, through a central angle of 13' 551 29", and en arc length of 74.88 feet along said margin; THENCE South 67" 131 46" East 87.71 feet along said margin to a point of curve, the radius point of which bears South 37° 151 11" West 318.10 feet distant; • THENCE Southeasterly along said margin along the arc of a curve to the right having a radius of 318.10 feet, through a central angle of 54' 251 16" and an crc length of 302.14 feet; THENCE South 011 40-1. 27" West 9.87 foot along said margin; THENCE South 29° 0S' 34" West 65.15 feet along said margin to the South • line of said Tract 183; • THENCE North 88° 431 09" West 147.49 feet along said South line to the TRUE POINT OF BEGINNING. • , Subject to easements of record. • • EXHIBIT B (Cont.) I a Nest 't'tr" . .� TILL -/ '/ y r --7\ \ ZDLT / / - fil a Pa /4 I 's ic- et 41/ Ii: ` 14, J i� tic a ♦ ;•i • Ip111111'''''.. . \\ to CO It: I,� - �. I T ` o Imo, —i: -11• CT) _ Er)) id Yam/ I 1 I 5- 13 I _ �. T r • • .o,�•• . L7 Ic \ It .. __. l 6 F— \ \ ems -� • I/, • 41'mi=1:11,11111\ Id"it. s.rev mar e,«.r•fr Plaself f 1+73 0 91 aci►1s11 • D.S. OICYi • a I1Lo •93 t.►fes e411�'�. !Woo ; INITIAL �d ' silo � %1T= an Zii 'I 'ef' Xf+l Ql r Ift, 0 _,G EXHIBIT C [ • s I ! j } 1 ' i r . OIP • CITY OF RE I C 4 . BCC 2 2 ic`vg - RGENE • r. . 8e/ns o9 i. 5;11 r. RECD _ ,00 CPSHSL i••I:n-.:I_..nn . - . • 11 E $ S E M E h T - THIS INSTRUMENT, made this 6 day of ! ° , . 1988; by and between Exit ?,. Inc., a Washington Corp tion; hereinafter :•• called Grantor, and McDonalds Corporation, a Delaware Corporation, , S) hereinafter called "Grantee".. . • . • \ C7 WITNESSETH . \) O G7 That said Grantor(s) , for and in consideration of the Q sum of $1.00 (One Dollar and No/100ths1) paid by Grantee, and , II other valuable consideration do by those presents, grant, , 'P A bargain, sell, convey, and.warrant unto the said Grantee, its �; 1= successors, and assigns, an easement for a water line with "' . '1:0 necessary appurtenances over, through) across and upon the , `- -.- - c,: following described property in King County, Washington, more \ particularly described as follows: ". , 'tr; • That portion of lots Two and Three of Renton Short Plat #011-81, E`• , recorded under Receiving #8802169005 King County, Washington, `; being 5 feet on each side of the following described center line of an existing water line: Commencing at the Southwest corner of`-.k.. .' said Lot 2, being the intersection of the North margin of NE 43rd'•--:?. ,-'. c..4':- Street and the Easterly margin of Primary State Highway #1; x thence South 88-45'-09" East along said margin of NE 43rd Street =`16•'-' 409.49 feet to the true point'of beginning; thence North 01-14'- . 51" East 265.74 feet; thende• North 881-45'-09" West 102.38. feet; , thence North 01-14'-51" East 7.21 feet to Point "A"; thence 1' continuing North o1-14'-51" East 83.56 feet to Point "B"; thence. • . • - • continuing North 01-14'-51" East 18.59 feet to a point on a curve on the South margin-of NE 44th Street; and the terminus thereof, . the radius point of which curve bears South 09-07'-17" West . • 308.10 feet. • TOGETHER WITH: Beginning at Point "A"; thence North 88-45'-09" West 35.00 feet. . Beginning at Point "B"; thence North 88-45'-09" West 32.22 feet. Said heretofore mentioned Grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said , above described property for the purpose of maintaining, • - repairing, or reconstructing said water line wit;:out incurring any legal obligations or liability therefore, provided, that such maintaining, repairing, or reconstruction of said water line shall be accomplished in such a manner that the private improvements existing in the right(s)iof-way shall not be ' disturbed or damaged, they will be replaced in as good a • condition as they were immediately before the property was , f entered upon by the Grantee. I 1. • EXCISE TAX NOT REQUIRED t King Co.Records Disko 1 . • a •(Ia . 2 Deputy . . . _ ,.:a:,,�,y11 • J.j: . L. -:i J • The Grantor shall fully use and enjoy the aforedescribed s,: premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with . • ;} installation and maintenance of the water line. However, the ;;T Grantor shall not erect buildings or structures over, under or .." , across the right-of-way during the existence of such easement. r ' I' VI VI This easement, shall be a covenant running with the land and ff In 'shall be binding on the Grantor, its successors, heirs and .ro p assigns. Grantor covenants that it is the lawful owner of Q) the above property and that they .have a good and lawful right ,- ' O to execute this agreement. . O Exi 7 -Inc. y: ichael J. Wensman `•j'' resident CORPORATE FORM: STATE OF'WASHINGTON ) ss COUNTY OF KING ) . On this ( !\. day of i;Yr• S , 1988 before me, the . undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn pe3sonally -ppeared Michael J. Wensman to me known to be the President respectively, of Exit 7, I ' Inc., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be he free and voluntary act ; ^- and deed of said corporation, for the uses and purposes therein •• mentioned, and on oath stated that he authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. %• _',- WITNESS my hand and official seal hereto affixed the day and • ! year in this certificate above written. ' '/1. �t / 44 Litiltti, Notary lic in and for the State oft ashington • My Commis ion Expires: ,• ?, (12 • i t UTEAS.WAT/200 •i.. -2- f. r 0 b . 6 PUGET EASEMENT FOR UNDERGROUND ELECTkiC SYSTEM ORIGINAL POM'E/7 For and in consideration of One Dollar (51.00) and other valuable consideration, the receipt of which is hereby acknowledged, EXIT 7, INC., a•Washington Corporation and Mc Donald's Corporation_, a •Delaware corporation. as their interests do appear _ 1 grants.conveys and warrants In PIIGET SotIND POWER& LIGHT COMPANY.a Washington cor- poration herein. , � poration("Crania:"}meeinl,for the purposes hereinafter set forth a perpetual easement under,across and over the fol- lowing described real property(the"Property"herein) King I County,Washington. _y-•, ,• That portion of Tracts 183 and 184 of C. D. Hil man's Lake Washington UP.'OF kEk'`,tl' 1 . Garden of Eden Addition to the City of Seattle, Division No. 3, according to the Plat recorded in Volume 11 of Plats, Page 81, in King County, ' Washington, lying Easterly, Southerly, and Westerly of Primary State �Ir Iw" Highway No. 1, as condemned for highway purposes by the State of Washington _ in King County Superior Court Cause No. 613780 including that portion of ,m County Road vacated by Ordinance No. 2111 of the City of Renton. s �� � ' C • Also known as Lots 1,2, & 3 of City of Renton Short Plat Np All—$2, recorded under recording No. 8802169005; being a portion o " itheast *0585 8 quarter of Section 29, Township 24 North, Range 5 East, W.M. b "0p CRSHSL ****6.00 t1 l ' jExcept as may be otherwise set forth herein Grantee's rights shall be exerci u thate • 4 of Way"herein)described as follows: p°n imrtion of the Pro perry Ithe"Right- H t�' afii >'iri>'iifs",+rNii ffs /7�rr�J�49�f�I)sPFfJ►sei a;; cr ilJ o ( 11That portion of the above described parcel being the South 12.00 feet of0 3 the East 335.00 feet, TOGETHER WITH five ( ) feeit on each side of the • ,G following described center line of an existing power line: Commencing xat the Southwest corner of said parcel, being the intersection of the14 . North margin of N.E. 43rd Street and the Easterly margin of Primary= State Highway No. 1; thence South 88.45'09^ N Eastl along said margin of U• o N.E. 43rd'Street 434.50 feet; thence Nortn'OI•14�51" East 5.80 feet w(,D to the TRUE POINT OF BEGINNING; thence North 10•32'32" West 116.25 feet; a • • OD thence North 52•27'58^ West 43.78 feet; thence North 85"46'13" West ~ hn i 128.83 feet to the terminus thereof. • I.Purpose.Grantee shall have the right to construct,operate,maintain,repair.replace and enlarge an underground electric j transmission and/or distribution system upon and under the Right-of-Way together with all necessary or convenient ap- purtenances therefor,which may include but are not limited to the following:underground conduits,cables,communication liner,vaults,manholes,switches,and transformers:and semi-buried or ground mounted facilities.Following the initial con- • , struction of its facilities.Grantee may from lime to time construct such additional facilities as it may require. I L Access.Grantee shall have the right of access to the Right-of-Way over Jnd across the Property to enable Grantee to exer- cise its rights hereunder,provided,that Grantee shall compensate Grantor for any damage to the Property caused by the exer- _rise of said right of access. I3.Obstructions;Landscaping.Grantee may from time to time remove trees,bushes,or other obstructions within the Right- of-Way and may level and grade the Right-of-Way to the extent reasonably'necessary to carry out the purposes paragraph 1 hereof,provided.that following any such work.Grantee shall.to the extent reasonably practicable.restore the - Right-of-Way to the condition it was immediately prior to such work.Following the installation of Grantee's underground q 1 • facilities.Grantor may undertake any ordinary improvements to the lindscaqing of the Right-of-Way.provided that no trees or other plants shall be placed thereon which would be unreasonably expensive or impractical for Grantee to remove and restore. ( • • 4.Grantor's Use of Rlghtof•Wsy.Grantor reserves the right to use the Right-of-Way for any purpose not inconsistent with • the rights herein granteedd.,provided:that Grantor shall not construct or maintain any building or other structure on the Right- of-Way which would interfere with the exercise of the rights herein granted:that no digging.tunneling or other form of con- I °('• straction activity shall be done on the Property which would disturb the compaction or unearth Grantee's facilities on the Rightof-Way,or endanger the lateral support to said facilities;and that no blasting shall be done within 15 feet of the Right-of- ' Way. Indemnity.B Y accepting and recording this easement.Grantee agrees to indemnifyand hold harmless Grantor from any- and all claims for injuries and/or damages suffered by any person which maul be caused by roe Grantee's exercise of the rights S • I 5.lndmnd herein granted:provided,that Grantee shall not be responsible to Grantor for any in)uri • caused bracts or omissions of Grantor. , and/ordamages to any person . R Abandonment.The rights herein .1 8h granted shall continue until such time as Grantee ceases to use the Right-of-Way for a period of five(5)successive years,in which event this easement shall terminate and all rights hereunder shall revert to Gran- tor,provided that no abandonment shall be deemed to have occurred by reason of Grantee's failure to initially install its i facilities on the Right of Wey within env period of.time from the dale•.. ;-.'..:.• cessoss ad�•Aa'Lly: . .. hereof •. .:: ..-. :. ,•r•. j 'r 7•Sit 1dhu.The rights and obligations of the parties shall Inure to the benefit of and be binding upon their respective succesadro'end assigns. • R Z.... .----, ' : F LED FOR RECORD AT.REQUEST . , • _r°` ' 'A000 .234-316•.•PUGET PO7JER -,�:,a- : nsssi..» ;; • REAL ESTATE DEPARTMENT' • i, .. .K • :-� "' i.7 r.,'; T, • P.O.BOX 97034 . BCOTP :.,, BELLEVUE, ATTENTION: JACO]38• ;f� sr ;r,,: ' WASHINGTON 98009-9734• :ri•::,, ' r:'i:;K . ! ... - t . 88 DATED�Is f�lst day of June • 4 i' ► i 79--- _• • :. GRANTOR Exit 7LInc. a Waehino on • • nrat-inn _— • • McDONAL IS CORPORATI.21, ,.. ..::.Delaware • corpor tion STATE OF WASHINGTON / i/I ' ".z`,14''•,• SS COUNTY OF 1 BY 2 V' res',dent t /'�' ri-: 1.'. ''. • I On this day porsunaily appeared lreiuro me '�Assistant.Secre ry;=.. ,:r�_ , to me known to be the individual_described in and who executed the within and foregoi/ inatrmp .:� 'owed ed!hit signed the same as free and voluntary act and deed for the u and purPtie ill. ,rnepironed: , GiVEN under my nano and ottidel seal this ii day of r, 7 It,�'�l'�iitf a.: 51-7 Notary Public in and for the State of Wash'T ontE; '': ; ^%•;;: residing at +` '' STATE OF ILLI ) _ . 0 COUNTY OF l•.sPAGE Iss CO _ r-1 On this day personally appeared before me Seymour Greenman, Vice President and Michael J. Sise,* r. to me known to be the individual..S__described in and who executgd the within and foregoing instrument.and acknowledged that 0 thpy signed the same as thni r free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 6th day of July• ( .19�. *Assistant Secretary . ,•I'; I , , . it ({•(,Jf-( /I lei `r • Notary Public in and for the State of Weshingeen. Illinois residing e Oak._lieuok._ILLIUOIS_—_______ • • trr' STATE OF WASHINGTON ) • it • SS • . COURT vc_.rc ST.TC.f ILLINOIS Q •• COUNTY OF ) ur CCa. EXP. JULY 11.1950g le-:.sava voox.:.scea+os-xy--' On this day personally appeared before me to me known to be the individual_described in and who executed the within and foregoing instrument.and acknowledged that • signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. • • GIVEN under my hand and official seal this day of .19 t • • Notary Public in and for the'State of Washington. • residing at STATE OF WASHINGTON ) SS COUNTY OF ) CORPORATE ACKNOWLEDGMENT + • On this day of rc. .19.8 pp g ,before e' M ore m the and.Vi a �r re- -rr-ly � ha.,,/- and y raoe®lfy�i'p r Qy„ S • to me known to be t e i and Sn_c-rat n.rt �,+'.*x I �a o' .i t EXIT 7, INC. rq( �y the corpurael that exec. r thb fpregoing Jruiroapnt.' I, i 1' and admowledged the said instrument tp be the free and voluntary act1and deed of said � '•' mentioned and on oath stated that hr• tb a-$. • sexecute to e�ae en.pgtlind lilt lb.i? f seal affixed is the corporate seal of said corporation. -authorized to•execute m sold I1tJ:;. ^�J thin ill. tPo $•e1: .:r: ar s Witness m;hand and official seal hereto affixed the de an M� �~•�"� _ Y e> f( above written. _-: :' ! ,x :y y'L�e 0 ry .11c in rid for the St a Walhingt � 4- resldl • �,..,.cy.i . .oe, , • ' Mi.. COMMISSION EXPIRES r;l I•� 1941 ;.• ,L :ts f:;;:' ' ;'Fj�;;: mom • .��..�t� u. .,�..: ''}1 ` ;. . :1i i' •1 • ..y'l.i•..'�•"yY. V: ��I':I;�'Sr S �•IJr. -• :. I1.:. of •i •rT • ... . , .R .-. t7•1...V.:�S?A.,. .77,: +.7.775 ,..._•Tt•..1...•Sti.Y...IIKI_,._-.,.. =y . 4.1le • • • ' _ . FILED FOR RECORD AT REQUEST b UTILITIES Pl BCE EASEMENT loMOLYESQ ROM.w/Skit -- .W_ e e..� p'i :IIL`,E\'!f Lr i'N:gi%%IQ::E-i n,, Gay OF REN C.'::1 THIS INSTRUMENT, made this i14i day of-1=1.a_,.t. , 1988'; by and between '4 x;[ ? Z `V and n C.c and ,er r, r eeel- 4:?.fil E• ��lJ A '1, l v LI and 4:e"*.E..00 hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". • WITNESSETH: ' pThat said Grantor(s), for and in consideration of the sum of Q $ 1.00 (ONE DOLLAR AND NO/100ths) W paid.by Grantee, and other valuab e consideration do by these presents, iY grant, bargain, sell, convey, and warrant unto the said•Grantee, its v4n/ successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the CO following described property in King County,' Washington, more particularly described as follows: • MED r.mC • c_.( c- R WATER EASEMENT _:-' C) 2. m That portion of Tracts 183 and 184 of C.D. Nlllman'o Lake Washin t"'.° CC n' .is Carden of Eden Addition to the City of Seattle; Division No. 3.Washing ten- 7 LP1_, c • according to the plat thereof recorded in Volume 11 of plats, puge.el%% —� to in King County, Washington, lying Easterly, Su lherly and Westerly oL' a- . Primary State Highway No. 1 as condemned for highway purposes by th s at -.c State of Washington under Kicg County Superior Court Cause Number 613780, Including that portion of county road vacated by Ordinance • No. 2111 of the City of Renton; more particularly known an Lots 1, 2 and 3 of City of Renton Short Plat No. 011-81, Recorded under Auditor's file No. 8802169005, Records of King County, Washington. • That 'portion of the above described parcel being 5 feet on each • side of the following described center line of an existing water line: Commencing at the Southwest corner of said parcel, being the intersection of the North margin of N.E. 43rd Street and the Easterly South 08-45--09"o East lalong mary ssaid margin oftate Highway oN.E. 43rdeStreet 409.49 _ . . _ leer. to the true point ot_beginning; thence North 01-14'-51" East • 19.00 feet to point 'A'; thence continuing North 01-14'-51" East • 246.74 feet; thence North 88-45'-09" Nest 102.38 feet; thence North 01-14'-51" East 7.21 font to Point 'B'; thence continuing North 01-14'-51" Eaot 83.50 feet to Point 'C'; thence continuing North 01-14--51" East 18.59 feet to o point on alcurvc on the South margin of N. E. 44th Street, and the terminus thereof, the radius point of which curve bears South 09-07'17" Weoc 308.10 feet. TOGETHER WITH: Beginning at Point 'A'; thence North BB-45'-09" Nest 40.00 feet. beginning at Point '8'; Lhence North 88-45'-09" West 35.00 feet. Beginning at Point 'C'; thence North 85-45--09" Neat 32.22 feet. --- • . :•-i P.•: O IRED-er ` E ;�;:t:: 1N • • _ r 1 `y.-- ccpulynla� ���— •• i Page 1 of 2 • psi- . .?- _ s Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law. at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconst ucting said utilities. or making any connections therewith, without incurring any legal obligations or liability • therefore. provided. that such construction, mai taining, repairing. altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged. they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy th,afok•edescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns! Grantors covenant that they are the lawful owners of the above propertiR5 and at they have a good and lawful right to execute this agreement. . ;$7; y„c. and + and I res.:,.adt ( and N - and ri CO CORPORATE FORM: STATE OF (,t )4 ) COUNTY OF ) SS . On this / dayof n., 7 /, ry �•c-c-C' , 19� efore me, the undersigned, a Notary Public n an f r the S e of WI , duly conmissioned and sworn personally appeared M: a-1 a,sb...., and • to me known to be the P-n.44a.,t and respectively,of iF x;f ? ZNc. the corporation that executed the fore- going instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said cor ration, for the uses and purposes therein mentioned, and on oath stated that ` authorized to execute the said instrument and that the seal affixed is t e corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this- certificate above written.-_ i -.7).14;4:C ia'tl a4y P iilic in and f9e,.t aa Slate F'f • `-11 /.✓6l , rees{ainfg at .' P 0 UES2-2 b 1 , 4.' 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'' • • "'-'.'.:. "-;':'--,-1,z1...4',ill'A.,•,:.-:Orio,k„,,, •.: :.-:. ......•. ;1 ...;.,..., •. -:.., • . :••..:.:•.,••::::..!;,..„..1.0.,,,,,,,Atx, • •: • , •:,„. -•:••. .:;..f.:-.:•;: ire4.E:F.il.z.V•sqiipir4 • • , e . • . ,. .. : •:--....,,s 410...04.,,,„•:NIY.. • . • . • •••-••.:-.*--.:.•;.:;•::-.. -.4:4:.:.4,t.ff i.,•-.4. • _ .. , 4.), . . 9 ' Cd-4�'1 OF kE1 L.,:\I " CEE �, o ui Prepared By And After Recording, Return To: ' n Gerald J. Pinzino •`= cn • Real Estate Legal Department wiz McDONALD'S CORPORATION i'"' `'' ' One McDonald's Plaza o LL`i - 1- r - Oak Brook, Illinois 60521 > r C, _ . RESTRICTIVE COVENANT :V- \? O (Corporation or Partnership) 0 1n Under a contract dated the 31st day of July. 1986, EXIT 7. INC. • O ("Grantor") agreed'to convey to McCONALD1'S CORPORATION, a Delaware corporation p CO ("Grantee") a parcel of real estate described on Exhibit A .attached. One of the terms of that contract required the Grantor to record a A• Restrictive Covenant affecting the use of Grantor's other property. 1r THEREFORE, in consideration of the terms and conditions, contained in that contract, Grantor promises and declares that the property described on Exhibit B, attached, will not be used for restaurant purposes for a period of t-N 20 years from the date of the recording of this document. The term deriving 25X "restaurant" shall mean a food service establishment of any type or more of its gross annual sales from the sale of hamburgers, ground beef, products and french Monterey Jack's, Burgeres.Chefc,cHardee's, bairry QueeneandoRaxrger King, Wendy's, ntor has executecWis Restrictive Covenant, this !O day of , 19 GRANTOR: WITNESSES: ras; - Attest: Secretary i - i` 88r05i09 #0533 U i. REC( F e.00 rs • CASHSL ***8.DC)- • yti 8016J 11 +1 _ STATE OF COUNTY OF t�i1�, AFFIDAVIT OF OWNERSHIP • (By Officer or 'artner) co • The undersigned, being first duly sworn on oath, deposes and states that Cl • the undersigned is an officer or partner of the above named Grantor and as such ; 0has access to the records of.the Grantor an. knows of his(her) personal knowl- '".'D edge that the Grantor has -title tc all of t e property described on Exhibit B 0) attached and that the Grantor owns no other property within a two (2) mile • CD • radius of the property described on Exhibit A attached. tr , Q', Affiant : r • (r Subscribed and sworn to before me this I �` day of /,�. ,1 , 19 c E �, ,, � / LL(!'4.. :•1 ,- - "Not lit• (PLEASE ATTACH EXHIBITS A AND B) - . -- ACKNOWLEDGMENT CERTIFICATE STATE OF COUNTY OF - . The foregoing instrument was acknowle ged before m. on • 19 , by , Vice President/Partner, and _ • _, Secret•ry, of • on behalf of the Corporation/Partnership. k My commission expires i • Notary Public I • r , 8016J };r,`" • ,....r -* . . . • . •t• "• ir. • :. ' •L • • • • • • • • • • • • Exhibit "A" Lot 1 of City of Renton Short Plat No. 011-81,• recorded under 7 Receiving No. 8802169005. • Situate in the County. of King, State of Washington. • . . • • 0, C,, • • • Ch 0 00 • GO • • • • • • • ; • • • • • • ; • • 7• • • • • • • 4 • • • • • • • i } Exhibit "B" Lots 2 and 3 of City of Renton Short Plat No. 011-81,' recorded under Receiving No. 8802169005. Situate in the County of King, State of Washington. • • • C) C) O 0p p • • • • • • • • • • • t r 1. • I. _,• .. • !; • ill) III \ QIN'OF REC,':1-0,:•.1 _. . • • / - . P E. . 2 (.4' f,C_-z •. . ... _. A .1• . .. . • . -.• . I II I Filed for Record at Request of: ..1. . 1 I King County Water District No. 107 7415 129th S.E. 1 • Renton,WA 98056 I i•' .:,. - NOTICE OF ADOPTION OF -.! • , . .:i• • WATER AND SEWER LOCAL-FACILITIES CONNECTION CHARGE .i , • : 1. 1 ••c• King County Water District No. 107,King County,Washington,hereby gives notice of :i... ,0 the adoption of certain water and sewer local facility connection charges pursuant to Resolution ..• No. 1373 adopted by the Board of Commissioners on January 27, 1993 applicable to the arras C‘l . , shown on the map attached hereto as Exhibit A. .' crs 0 . • 0 ..., .. VICTOR CARPINE,Secretary t . r9e•• tr, B6rd of Commissioners '.• King County Water District No. 107 )•• i i• • • I: • , • • r ..,. i . . ' ..: - . • ts • g . L. . • id 1 • . - R • . E 15 . . • .., . .. f • 0 I .. i • • .. • . •*.:••••• •6 ..l•:.. F:tDMSVIM0028045.01 01/14/93 - -- . 1 .. • •. 1.4 1.,:-.• :V:::::_!-.-.....• --' - %tow-- .t. i -, . ' • '. :: ' '- s vrntst.--,.;-••.4:•.- ,r4,*•••.. 1.1. ...5011.=1.:?•:;:viV. .',.:.•..i..-•:f?i-e!*-.::VII '.",':•.7-.. .• •. • .7.;:AI.....74;g,rtz•:;:71:-$1 e• ,:iik!..:•;=.1:: :•:,...;.:&*..-it::4.§,.. •---.•:••.•..,....':•• ..i ?,•,..“;,t;•-k.i.....+A-:.,:d..e.;‘':•,...1'1--"-41•tc'-'"•Vi eX7i--'• '''-' :k -.'''•"''•'.•'•:,...:i.':,'• ' ."'F-',''It; s.:!..•'-''••:'• •.?..: ...• .?.....,:.il, _ 47.t I 0 • • .• 7 ...„4„.4.i,,,,, in , ., w 1 I I F 1•'. ..,-m,.---,7 A , , i�` Y KING COUNTY WATER 1 i ,!_ _ DISTRICT NO.107 BOUNDARY _ .1 • e 1 I •. 1 -f II..,.._ bbi.41t?" , I / qi.‘ riti\,: v. . r/A 1 !ttkt hill• LIL 11:1 ii, i • . .�r..v / _ MM �� et • gliha I .. . 1.1 hil I '211,.1 ...A..... . 7 --• • i CD -Kr n..1 1------- -----nli.41. 1 , .. 'Ci :. , ... .... 1 LT' .1* g --s' ' 12 . .., .,,,.., .• . . 1,„: . .. .., • n • . . _ . ,ii6 • • ..w..7.., •.111 - '4 V , : - I NG.m.. . -t....-„,. ri ' ' 1101(14".11til ir •lirktr `10 : . i *ICI .....R-11t.4_,,\'t., _. , - • _ r‘ i ''-:•-aririgiri i . .::: ,...... . ` , -......-imi- 1 - litie. -..,...... . .m.i.limilm _ • . • • nnnnK� �^-- EXHIBIT A uu c WATER E-14- /� si -:. • ^� NUMttEll f07 M�LWqu An. ..C.eNIWt one«.., m.. I MAW W,Naa 1100.[1_2012 VICINITY MAP S AFECO tiECL— -, TITLE INSURANCE 11110 -t I Mr-•i•-•_E PROVIDED FOR RECORDER'S USE Flied for Record al Request of Jn►r 1.1 • ri l f ( ; • When naeorded Return to ii f :, 1 Li . Michael , •• • A`ar.-1 lei"° pis i P•, NAME J. Wensman, P.S.r, qq.. _ fir- ++ • v +•. . - 'aoe i�� (.d i` (SFr 6\3 11-;:°� • ADDRESS S_ ui _te 430, 2200 6th Avenue :4::) CITY.STATE.2IPSeatt1.e., WA _98121 r•C22 V' �°� • DEED OF TRUST(For use in the State of Washington only) f"'( THIS DEED OF TRUST,made this 13 t h ' day of J a i5 u a r y .1987 .between Tm4 Exit 7, Inc. c/o Michael J. Wensman, Suite 430, r.100 6 h Ave., Seattle, WANT 98121 addresses Michael J. Wensman ,TRUSTEE.whose Iddressis Suite 430, 2 kid, and DeVere Jerry and Angelina D. Burtenshaw 200 6 h Ave. .BENEFICIARY whose address is 7201 Holly Hill Drive, Mercer Island, WA • -,. WITNESSETH:Grantor hereby bargains.sells and conveys to Trustee in Trust.with power of sale.the following described real Property in King County,Washington • `..' ; * Seattle, WA 98121 That portion of tracts 183 and 184 of C.D. Hillman'IIs Lake Washington Garden of Eden addition to the City of Seattle, Division No. 3, ac+cording to the plat recorded in Vol use e 11, of Plats, Page 81, in King County, Washington. lying easterly, southerly and westerly of primary State Highway No. 1, as condemned for highway purposes Washington under King County Superior Court Cause o, 3780 including bythet State tof County Road vacated by Ordinance Ho. 2111 of the City ofRentonng that portion of • • • • • which real property is not used principally for agricultural or farming purposes,together with all the tenements,heredilaments.and appurtenances now or hereafter(hereunto belonging or in any wise appertaining,and the rents,issue's and profits thereof. This deed is for the purpose of securing performance of each agreement of grantor herein contained.and payment of the sum ol,_.-_....._.._ 0ne..il � lion thirty five_thousauan,+ nn/100 _If __Dollars(S._]a4.35..QQD.OD_.__. _ ._ ) with Interest,in accordance with the terms of a promissory note of even date herewith,payable to Beneficiary or order,and made by Grantor.and • all renewals,modifications end extensions thereof.and also such further sums as may be advanced or loaned by Beneficiary l0 Grantor,or any of their successors or assigns,together with interest thereon at such rate as shall be agreed upon. To protect the security'-of this Deed of Trust,Grantor covenants and agrees: 1.To keep the property in good condition and repay;to permit no waste thereof;to complete any building.structure or improvement being built or about to be built thereon;to restore promptly any building.structure or improvement thereon which-•iy be damaged or destroyed;and comply with all laws,ordinances.regulations,covenants.conditions and restrictions affecting the property. 2.To pay before delinquent all lawful tares and assessments upon the properly:to keep the propert,+free and clear of aft other charges,liens or encumbrances impairing the security of this Deed of Trust • 3 To keep all buildings row or hereafter erected on the property described herein con{inuously insured against loss by lire or other hazard,:n an amount not less than the total debt secured by this Deed of Trust.All policies shall be held by the Beneficiary,and be in such companies as the Beneficiary may approve and have toss payable first to the Beneficiary,as its interest may appear,and then to the Grantor The amount collected under any in- surance policy may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine.Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclos,this Deed of Trust In the'event of foreclosure.all rights of the Grantor in insurance ; . policies then in lures shall pass to the purchaser at the foreclosure sale 4 To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee,and to pay all costs and expenses.including cost of title search and attorney's fees in a reasonable amount,lm any such action or proceeding.and in any suit brought, by Beneficiary to foreclose this Dee"of Trust 5 To pay all costs.fees arid expenses in connection with this Deed of Trust.including the expenses at the Trustee incurred in enlorcing the obligation secured hereby end Trustee',and attorney's lees actually incurred as provided by statute. 6.Should Grantor fail to pay when due any taxes.assessments,insurance premiums,lien,.encumbrances or other charges against ins properly hereinabove described.Beneficiary may pay the came•and the amount so paid.with interest at the rate set forth in the note secured hereby,shall be added to and become a part of the debt secured in this Deed of Trust (Continued on reverse side) i :0 • ri IS MUTUALLY AGREED THAT I.In the went any mutton tit the properly is taken or damaged in an eminent domain proceeding.the chute amount of the award or such portion as:nay ha necoseary to fully%Misty Iha obl•gnteon secured hereby,shall be paid In Renelictary 10 be applied to said oblgaton 2 By ncraMriig payment of any sum secured hereby alter its dun dine ttpnntr .• ws nn1 wmva el right to mobile prompt payment when due of all other sums so secured or to declare default In,White to so pay i The Trustee shall recrnwpy all of any part of Ilia properly covered by Ibis Bend of Trust to the person entitled thereto on written request of the • Grantor and the Berielio my.or upon satisfaction of the obligation secured and written request for rocdnvayance made by the Beneficiary or the person entitled thereto _ e Upon dufaull by Grantor in the payment of any indebtedness secured here ley or in the perfolmancr id any agrnwnent con•imud heroin,all sums secured hereby shall Immediately become due and payable at the opt.on of th0 Beneficiary In such(vent arid up•iti wnllen'an1'nst of Bnnotir:ary. _•. Trustee shall soli the trust property,in accordance with the Deed of Trust Act o the Stale of Washington.at public auction to the highest bidder Any :'.;, _• •• ^ person except Trustee may bid at Trustee's safe"Trustee shall apply the proceeds of the sale as!allows r t)to the expense of the sale.mchw,ng a VMS/ reasonable Trustee's lee and attorney's lee.12)to the obligation secured by this Deed of Trust.(3)the surplus.it any.shall be distributed to the persons • y r entitled thereto A' S.Trustee shall deliver id the purchaser al the sale its deed.without warranty,which shall convey Id the purchaser the interest in the property which v Grantor had or had the power to convey at the lime of his execution of this Deed of Trust.and such as he may have acquired thereafter Trustee's ,, y.p deed shall recite the facts showing that the sale was conducted in compliance(nth all the requirements of law and of this Deed of Trust.which rectal V' shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser and encumbrancers for value '-:",.• y...( 6.The power of sale conferred by this Deed of Trust and by the Deed of Trust Art 01 the Stale of Washington is not in exclusive remedy:Beneticiary 4't: • may Cause this Deed of Trust to be fotecfosed as a mortgage. _-�, 7.In the event of the death.Incapacity,disability or resignation of Trustee.Beneficiary may appoint in writing a successor trustee,and upon the recording of such appointment in the mortgage records of the county in which(this Deed of Trust is recorded.the successor trustee shall be vested with all powers of the original trustee The trustee is not obligated to notify any{zany hereto of pending sale under any other Deed of Trust or of any "" 7••` CC action or proceeding in which Grantor.Trustee or Beneficiary stub.oe a parylfunless such action or proceeding is brought by the Trustee W, e.This Deed of Trust applies to.inures to the benefit of.and is binding not only on the panes hereto.but on their heirs.devisees.legatees,administrators executors and assigns The term Beneficiary shall mean the holder and owner of I he note secured hereby.whether or not named as Beneficiary herein : :' Exit 7, Inc. - By: _... .. Thomas Devlin, President C_G'-): .C1.w --Jr- t< _7-L.r..i-F..c'.r•- By: AngelCa Burtenshaw, Secretary STATE OF WASHINGTON STATE OF W SHINGTON COUNTY OF K i,n _ _.__.__- )1 SS On:his day personally appeared before ne ..-. .. ..----•------ •----•--dayol----ud1111.3Lk------- ::,_• �. 19_g 7__,before me.the undetsegned,a Notary Public en and for the State of -_ Washington.aluly commissioned a.td sworn.personal appeared_ -- to me known to be the individual described in and who Thomas Devl in executed the within and foregoing instrument. and _____ __ __ _ _ _ ______ acknowledged that—_-_. _._signed the same and...:Angelina.BULt-ent haw -- ___ _ as free and voluntary act and deed. to me known to be the.— _President and __—Secretary. for the uses and purposes therein mentioned. respectively oti EX i t7,_.,Inc. the corporation)that executed the foregoing instrument.and acknowledged the said -_ instrument to bel the tree and voluntary act and deed of said corporation.for the uses GIVEN under my hand and official seal this—_ and purposes therein mentioned,and on oath stated that•t.nii NfrAy day of____ 1g__.-- —__warp __authorized to execute the said j*Trdiebyy/cdWjal the - L•- seal affixed is I he corporate seal of said corporation. •••',I I•'••�e _ Wit my nd Taal seal hereto affixed the day at�i` Gist ve wittzen s.j `- Notary Public in and for the State of Washington residing at — O e Be,- __--__--.—__ - —_ N ary Pubf idler the State of Washc I ,r ,r xtaii. *k• REQUEST FOR FULL RECONVEYANCE r•'••".•• Do not record.To be used only when note has been paid. TO:TRUSTEE • The undersigned is the legal owner and holder of the note and all other indsbteldness secured by the within Deed of Trust Said note.together with all other indebtedness secured by said Deed of Trust.has been fully paid and satisfied:and yo :re hereby requested and directet.,on payment to . you of any sums owing to you under the terms of said Deed of Trust.to cancel staid note above mentioned,and all other evidences of indebtedness secured by said Deed of Trust delivered to sou herewith.together with the said Deet1 of Trust,and to reconvey,without warranty,to the pantos designated by the tertni of sa•d Deed of Trust.all Ina estate now held by you thereunder r• • ;F.'- SAFECO Stock No WADT•00v3(Rev 5.061 ',:,_ • —LPB No 22 _ .`t; . •,,r. 5.. ...q q.. '/' .,- c4 r,- :.. `i )• tin,:, a ..., `: „ r .t X . F : 0. 'I''''."'''.''';''": r .. "".' , .mi..',. .II. ,.I. .• . ,?•::• • • • • I , f. 1 1 NON-DISTURBANCE AGREEMENT (EASEMENT - DEED OF TRUST) THIS AGREEMENT, dated this 13th day of November, 1987 is by and between CiTY OF FZEMTON 1 DeVERE JERRY and ANGELINA D. BURTENSHAW ("Beneficiary"), and McDONALD'9 , ` 1. CORPORATION, a Delaware corporation ("Grant e"). Ur 1; � I 9. LA9 t. '4 ',ice.- 7 PRELIMINARY ST TEMENTS A. The Grantee has executed or is about to execute an Easement Agreement • CI dated November 13, 1987, between Grantee an¢ Exit 7, Inc. (the "Easement Agreement") granting to the Grantee certain easement rights in Lid• to the real G 1 estate described in Exhibit A (the "Premises"). A copy of the Easement Agree- ment is attached as Exhibit B. • 0) ,+ V O in B. The Beneficiary holds a Deed of Trust which encumbers the Premises or 1 ` 1 0 a portion of the Premises: The Deed of Trust is dated January 13, 1987,• and - . N co is recorded January 14, 1987 as Document No. 8701141236, in King County, :� .n Washington. _ _ C. The Beneficiary and the Grantee desire to establish certain rights, • 1 safeguards and obligations with regard to their respective interests by means • of this Non-Disturbance Agreement. • - i • i C TERMS OF THE AGREEMENT ., In consideration of One Dollar ($1.00) the mutual promises of the parties 1 , • and other good and valuable consideration, the receipt and sufficiency of which is acknowledged, the parties agree to the following: 1. The rights of the Grantee and r the Easement Agreement shall 1 • ,not be affected or disturbed by the Beneficiary in the exercise of I • 'any of its rights under the Deed of Trust or the note which it se • - cures. Further, the.Grantee shall not be named as a party defendant in any foreclosure of the lien of the eed of Trust nor in any other way be deprived of its rights under th Easement Agreement. 1 { ' •2. If the Beneficiary or any oth r person acquires title to the • Premises pursuant_to the exercise of at�y remedy provided for in the . Deed of Trust or by conveyance in lieu of foreclosure, the Easement Agreement shall not be terminated or affected by the foreclosure, • , conveyance or sale in any such proceeding. The Beneficiary also cov- i enanta that any sale by it of the Premises as a result of the exercise of any rights and remedies under the Deed of Trust, or otherwise, shall be made subject to the Easement Agreement and the rights of the 1 Grantee under it. 1 • I 3. The above provisions shall be self-operative and effective without the execution of any further instruments on the part of . - either party. • 4. This Agreement may not be modified other than by an agree- • ment in writing signed by the parties or by their respective succ.a- sore in interest. 88/05/04 fl0532 D i • i.. RECD P 17.00 �• CASHSL 4'**1?.00 11 1. �' 1 6585J :- s.' ..i1.9,1 xl.k i'<!J•"',f1'#i.TIVT,PN'rvg1girr'sa".Nrt.trit4,r.'• vvrrre,,eni.rrr-n- I. ... .. .:x{-.Ff N..,i.�+ts'E:;'1'' ' • • 5. This Agreement shall run v.th the land and inure to the ben- efit of and be binding upon the parries and their successors and as- signs. To indicate their agreement to the above, the parties or their authorized . representatives or officers have signed this document. BENS ICIARY: GRANTEE: McDONALD'S CORPORATION igS. By: _„,,, c_ t__.7._ZrL-'trf"'"----- /--' 4, (1-7ArY1)11.1A4LAngelina ��y�D7{- re ,e� T/.. 4.s ..w Vice President `-"' i—116 �0.4.1. 4 L ATTEST: • I D. Burtenshaw /_' / / / • l t,t L l.•C�tt(1\, C, • t • .Asct sistant.Secretary` . O Cl O I . Ul WITNESS: WITNESS: O . x Odt2cedQAiLS • . CO iCI—b C2A-640E--- : )1 4 1 (ATTACH ACKNOWLEDGMENTS OF SIGNATURES AND EXHIBITS A AND B) • Prepared by and Return to: Gerald J. Pinzino Real Estate Legal Department McDONALD'S CORPORATION One McDonald's Plaza • Oak Brook, Illinois 60521 • i I . i il 6585J :.. sr, \r 4.,ii�?'Ise •f: dad,. ..: w.. .. .,. .,,,,srosuw....'.N-Th.:a,...57 v.7: 7. !-+,'i-7—:--•..�.�".�.a 41t s. •.' �... ��y°?.• McDONALD'S (ACKNOWLEDGMENT)- STATE OF ILLINOIS lY..COUNTY OF DuPAGE SS: S,r' I. June Machala , a Notary Pu•!ic in and for the county and state aforesaid, DO HEREBY CERTIFY that George S nsor Vice-President, and .. Michael J. Sise, Assistant Secretary of McDonald s Corporation, a Delaware :. .. corporation, who are personally known to me to be the same persons whose :tames - are subscribed to the foregoing instrument as such Vice-President and oar Assistant Secretary, respectively, appeared before me this .day in person and �,: : acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such Vice-President and Assistant Secretary, .r respectively, and as the free and voluntary act of said corporation for the uses and purposes therein set forth. oF Given under my hand and notarial seal, this llth day of December 19 87 6-Q-C --- .. , to o ry u ic ? 0 • June Machala "4- • O My commission expires 11-19-88 VI _---- I O _Y. (ACKNOWLEDGMENT • - INDIVIDUAL)' "•=;:.sa"r ILLINOIS 00 : ..�•�'r fiOvI4rPq � 11 STATE OF W i'-• • -; • COUNTY OF K:..3 -SS: I, (t�4.,•,4, A 11a., .. , a Ngta y P l is in and or the county and state afor said, 0 H 'EBY CERTIFY that az. e.rc err ,,.: nd • w o (is)(are per- • -,, • s y nown to me to be the same person s) whose name(s) (isl(are) subscribed to a foregoing instrument appeared before me this day in person and acknowl- _ • edged that ( he)(they) signed, sealed and delivered the said instrument as (h )(their) free and voluntary act for the uses and purposes therein set • ` y forth. •2 y: �j,1•ven under my hand and notarial seal, this 3 day of M� 19 gb :<'_ nary u c My commission expires • (ACKNOWLEDGMENT - CORPORATE) ' STATE OF - - COUNTY OF - SS:, I, , a Notary Public in and for the county and . • state aforesaid, DO HEREBY CERTIFY that , President, and , Secretary o , a(n) corporation, who are personall known to me to be the persons whose names are subscribed to the foregoing instrument as such President and • Secretary, respectively, appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act as such President and Secretary, respectively, and as the free • and voluntary act of said corporation for the ses and purposes therein set forth. 19 Given under my hand and notarial seal, thi day of a Notary Public My commission expires . McD-ACK-GS-9/95 7251J -frj •L. • r' PROPOSED LOT 1 s 1FP,AI DFSCRlPTION `` N That portion of Tracts 183 and 1904 of C.D. Hillman's Lake.Washingtoa : x 7 Garden of Eden Addition to the City of Seattle, Division No. 3, according •fi : • C.) ', to the plat thereof recorded In Vol um,' 11 of plats, page 81, in'King _,. x. ,•• ?: Cr) County, Washington, lying Easterly, Southerly and Westerly of Primary State `. „^ • NHighway No. 1 as condemned for highway purposes by the State of Washington C under King County Superior Court Cause No. 613780, including that portion 3',t:of county road vacated by Ordinance No. 211 of the City of Renton. GO Here particularly described as follows, COMMENCING at the intersection of the South line of said Tract 1C4 and the •-i& East margin of said Primary State Highway f . 1 (SR-405); THENCE South 88. 451 09" East 405.00 foot a ong the South line of said ^. Tracts 184 end 1031 ' 1 'a.' 111E+10E North 01. 141 51" East 191.54 font; = 111L•4CE North IMP 45' d9" West 130.45 fool; THENCE South 01. 141 51" West 52.27 foot'to the TRUE POINT OF BEGINNING; THENCE North 01• .141 51" East 130.23 feet; ti ..;r THENCE South 88. 450 09" East 31.00 feel; • THENCE North 01. 141 51" East 106.71 feet to a point of curve on the South 1 margin of said Primary Statelilghway No.• 1, the radius point of which bears South 07. 191 42" West 308.10 feet dlciant; ' THENCE Southwesterly,along the arc of a cu ve to the left having a radius .� of 308.10 feet through a control angle of 13° 051 34" and en arc length • 70.40, feet along said Southerly margin; .. THENCE South 73. 33' 52" West 108.01 feet along said margin to the Easterly margin of said Primary State Highway No. 1; THENCE South 02. 121 32" East 118.57 feet along said margin; _ THENCE South 12. 231 18" West 86.84 feet a ong said margin to a point that •• • bears North 88. 451 09"•West from the.TRUE POINT OF BEGINNING; `+:-`_° 1HENCE South 88. 451 09" East 151.79 feet -o the TRUE POINT OF BEGINNING. • Subject to easements of record. • • i • EXHIBIT A ?`• ,f 1 •• . i. • 04. .%•. lF(! �.,._.--,.-..__.._ _ . .,,;,f • 4,: :.L. . ._• ..way.': .A... tf.y1J.a�; rq..tri24+".fi,:5i' ';." . . y:; RECIPROCAL SHOPPING CENTER EASEMENT AGREEMENT THIS EASEMENT GRANT, dated December 10, 1987, Is between EXIT 7, INC., a Washington corporation ("Grantor") and McDONALD'S CORPORATION, a Delaware corporation ("Grantee"). The following statements are a material part of this Easement Grant:. A. The Grantee is the Purchaser of a tract of land described as Parcel 1 on Exhibit A; attached. B. The Grantor is the owner of a tract of land described as Parcel 2 on Exhibit B. attached. co C. The Grantor wishes to grant an the Grantee wishes to re -. 1/1 C celve, easements over, under and across Parcel 2. CD THEREFORE. In•consideration of the covenants contained in this Easement Ul Grant and other good and valuable consideration, receipt of which is acknowl- ..' C 00 edged, the following grants, agreements, cotenants and restrictions are made: ? " GO 1. EASEMENT FOR PARKING AND INGRESS AND EGRESS Grantor grants and conveys to Grantee a perpetual, non-exclusive easement for automobile parking and vehicular and pedestrian ingress and egress. to and from Parcel 1, appurtenant to Parcel 1, over, upon and across the parking areas and spaceslr driveways and access ways. _ sidewalks and walkways. exits and entrances, and other common areas, as these areas now exist on Parcel 2 as shown on the plot plan at- tached as Exhibit C. Grantor reserves, and Grantee grants to Grant-r, ,,, a perpetual, non-exclusive easement, appurtenant to Parcel 2. for the use and benefit of the Grantor and Grantor's tenants. successors and assigns. for the purpose of automobile and pedestrian parking and _ ip- ingress and egress over and upon the parking areas, access ways, en- trances and exits that may from time to time be constructed. altered _f or modified on Parcel 1., -. 2. EASEMENTS FOR UTILITIES Grantor also grants and conveys to Grantee perpetual, non- exclusive easements, appurtenant to Parcel 1. for the purpose of in- stalling, operating, maintaining. repairing, replacing and renewing any and all utility lines and related facilities, including surface drainage rights. over. above, along, under, in and across Parcel 2 wherever these utility lines may be located. No trees, permanent . buildings or other structures shall be placed in or allowed to en- croach upon the easements, and no change of grade elevation or exca- vation shall be made upon the easement area without Grantee's prior t - - - written approval._ Grantor grants Grantee, its successors and assigns. the right to use. Coupled with its easement, the utilities and related facilities. Grantor promises to maintain the utility lines and all related facilities located on Parcel 2 in good condition and repair. 3. EASEMENT FOR STORM SEWER LINE t Grantor also covenants to grant and convey to Grantee a non- exclusive easement and license to tap into and use the storm sewer . lines and related facilities located onlParcel 2 for the purpose of surface draining any and all surface water runoff from the improve- ments which may. from time to time, be located on Parcel 1. In lieu of tapping into the storm sewer lines. Grantee may, at its option, surface drain its surface water runoff onto Parcel c. 4. MAINTENANCE Grantor and Grantee covenant and agree to maintain in good con- dition and repair. or cause to be maintained and kept in repair. the parking, driveways and other common areas situated on their respec- 1 . 1 EXHIBIT B t 6585J . • • tive properties. The obligation of the Granqtor and Grantee to main- >r_ :' tain, repair and keep in repair the parking,' driveways and other `-_ . common areas shall, without limiting the generality thereof. incluoe :'"'``':• the following: ' A. Maintaining the surfaces at such grades and levels • ``;. : that they may be used and enjoyed as cdntiguous and homo- • ,""'•- geneous common areas and maintaining the surfaces in a level, smooth and evenly-covered condition with the type of .m surfacing material originally installed or of similar qual- ity, use and durability; and B. Removing all .papers, debris, snow, ice, filth and ,.'J refuse and thoroughly sweeping the areas to the-extent rea- ~a' sonably necessary to keep these areas in a neat, clean and _%`. (st orderly condition; and "'• C., - t C. Placing, keeping in repair, and replacing any - `''"°'..• necessary appropriate directional signs, striping markers A' '.; ' CDand lines; and •operating, keeping in repair and replacing, :--o- ;, 0 when necessary, artificial lighting facilities as shall be _ C reasonably required; and GO D. Maintaining any perimeter walls in good condition . • f. and state of repair; and . ' E. Maintaining all landscaped areas, making such. . replacements of shrubs and other landscaping as is neces- : ' sary, and keeping these areas at all times adequately ; weeded, fertilized and watered. 5. BARkIERS 'y%� • Grantee may erect curbs, fences and landscaping on Parcel 1 in • order to define the premises to be conveyed and Parcel 2. Grantor shall not detract from the parking and access rights of the Grantee or prevent, hinder or interfere in any way with the free flow and =. ' passage bf vehicular and pedestrian traffic and parking over, to, �4: from and between Parcel 1.and Parcel 2. 6. PARKING RATIO AND CHANGES TO COMMON AREAS :`�...•- • • Grantor agrees that the parking areas on Parcel 2 shall contain not less than five (5) parking spaces per 1,000 square feet of leas- ••' 't able space and that the parking spaces, access drives and other com- "�'•`''- mon areas located within 200 feet of Parcel 1 shall not be.changed or modified without Grantee's consent. - • • . 7. RULES AND REGULATIONS • :? Grantor and Grantee shall have the right to enact reasonable rules concerning the conduct and operationlof the parking areas and • spaces, driveways and other common areas situated on their respective properties. Grantor shall not allow its employees or the employees of the other tenants on Parcel 2 to park on Parcel 1 or within 50 • feet of its boundaries. 8. COMPLIANCE WITH LAWS AND REGULATIONS - INDEMNIFICATION •Grantor and Grantee covenant and agree, with respect to their '• �' own property, to comply with all laws, rules, regulatic'• ; and re- quirements of all public authorities, and o indemnify, defend and hold each other harmless against all claim , demands, loss, 'image, liabilities and expenses and all suits, actions and judgments (in- cluding but not limited to costs and attorney's fees) arising out of or in any way related to Grantor's or Grantee's failure to maintain - their respective properties in a safe condition. • Grantor and Grantee ; shall give prompt and timely notice of any claim made or suit or ac- . f 65853 P" . tion commenced against the other party which in any way would result f: . in indemnification under this Easement Grant. 9. MAINTENANCE EXPENSES . o+ Grantor and Grantee further covenant ,and agree to pay the ex- . pense of maintaining and repairing the parking. ingress, egress and1111 other common areas situated on their respeictive parcels. including . the payment of all real estate taxes and assessments, subject only to41170 the right to defer payment in a manner provided by law and/or in con- • nection with a bonafide contest of such tax or assessment, so long as the rights of the other party shall not be jeopardized by the defer- ring of payment. 10. DEFAULT c If there is a failure by either party, to perform, fulfill or 1!) observe any agreement contained within this Easement Grant, to be _` ,. O performed. fulfilled or observed by it. continuing for thirty (30) ±? O days or in situations involving potentialldanger to the health or safety of persons in. on or about or substantial deterioration of • LI Parcel 1 or Parcel 2 or any portion or any part thereof, in each case • I.,. O00 after written notice. the other party may; at its election. cure such 0o failure or breach on behalf of the defaulting party. Any amount • ;, which the party so electing shall expend for such purpose. or which . shall otherwise be due by either party to the other, shall be paid to • - the party to whom•due on demand, without contest. upon delivery of = its invoice. together with interest at the lower of (1) the rate of • ten percent (10%) per annum. or (2) the maximum rate permissible from • time to.time under applicable law. from t e date of the expenditure or the date when it shall have become due to the. date of payment in • full. The provisions of this paragraph s all be in all respects sub- . ject and subordinate to the lien of any mortgages or deeds of trust at any time or from time to time on the land of the defaulting party - and the rights of the holder or holders of any mortgages or deeds of . trust. • 11. COVENANTS RUNNING WITH LAND The rights contained within this Easement Grant shall run with the land and inure to and be for the benefit of the Grantor and •,t. Grantee. their successors and assigns, and the tenants. sub-tenants; • ".: licensees, concessionaires, mortgagees in possession. customers and business invitees'of such persons. ' 12. COVENANTS OF TITLE AND QUIET ENJOYME1T Grantor warrants that he has good and indefeasible fee simple title to Parcel 2. and Grantor warrants and will defend the title to the easement premises owned by Grantor and will indemnify Grantee ^ ' against any damage and expense which Grantee may suffer by reason of . any lien. encumbrance. restriction or defect in the title or descrip- ,, tion of the easement premises. , 13. LOT LIGHTS • • Grantor agrees that the lot lights located within 100 feet of • -. Parcel 1 shall be lit during the morning and evening hours while the • Grantee's. business is open, as natural light availability dictates. Grantee shall have the right to approve any changes or alterations to the lot lights located within 100 feet of Parcel 1. •l4. TERMINATION OF LIABILITY -, Whenever a transfer of ownership of either parcel takes place the transferor will not be liable for a reach of this agreement occurring after a transfer except that Grantee shall remain liable if it transfers its interest to a licensee or subsidiary corporation. ; i 6595J 1 I.: • 15. CONSTRUCTION The rule of strict construction does no: apply to this grant: "J= b ",:'•••'tom. This grant shall be-given A reasonable construction so that the intention.of the parties to convey a commercially usable right of - enjoyment to Grantor and Grantee is carried out. 16. NOTICE • .. .k,.: Grantor's address is c/o Michael J. Wensman. Suite 430. 2200 :* Sixth Avenue. Seattle. Washington 98121 and Grantee's address is One •' .:a^-'. • McDonald's Plaza. Oak Brook. Illinois 60521, Attention: Director. Real Estate/Legal Department. Either party may lodge written notice "= s : of a change of address with the other. All notices shall be sent by - certified mail. return receipt requested, to the addresses provided - C") for in this paragraph and shall be deemed g1lren when placed in the CDmail. f, CD O • O To indicate their consent to this Agreement, the Grantor or Grantee. or . 00 their-authorized officers or representatives have signed this document: `-`f`-` W GRANTOR: EXIT 7. INC. GRANT E: McDONALD'S CORPORATION By: By: a . Vice President ATTEST: ATTEST: By. By. Assistant Secretary • WITNESS: WITNESS: --- ~ ' (ATTACH ACKNOWLEDGMENTS AND EXHIBITS A. B AND C) ''; PREPARED BY AND RETURN TO: • ,,.`": a' . Gerald 3. Pinzino - - Real Estate Legal Department McDONALD'S CORPORATION .•,,,L One•McDonald's Plaza : Oak Brook. Illinois 60521 • • • • r �~_ . 65853 • a., ":. s • McDONALD'S (ACKNOWLEDGMENT) - STATE OF ILLINOIS ' I • COUNTY OF DuPAGE SS: "' • I, June Machala , a Notary Public in and for the county and ::,, :,,state aforesaid, DO HEREBY CERTIFY that Seymour Greenman, Vice-President, and Michael J. Sise, Assistant Secretary of McDonaldls Corporation, a Delaware corporation, who are personally known to me to be the same persons whose namesare subscribed to the foregoing instrument•as sur�h Vice-President andAssistant Secretary, respectively, appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as ;_their free and voluntary act as such Vice-President and Assistant Secretary, respectively, and as the free and voluntary act of said corporation for the ' uses and purposes therein set forth. . Given under my hand, and notarial seal, this day of December -?. ' '19 87 • CI Notary Public `''`': June Machala :'•!.'.3 O MY commission expires 11-19-88 •.•`.....' • 0 • (ACKNOWLEDGMENT - INDIVIDUAL) '"'.;.. 00 ::STATE OF • - ` h.. '-x COUNTY OF SS: . ., I. , a Notary Public in and for the county and • -... . state aforesaid, DO HEREBY CERTIFY that and • c_,_:::, • of who (is)(are per- -- sonally known to me to be the same person(s) whose name(s) (is)(are) subscribed •• to the foregoing instrument appeared before me this day in person and acknowl- • edged that ( he)(they) signed, sealed and delivered the said. instrument as (h )(their) free and voluntary act for the uses and purposes therein set • ' ., ' forth. . Given under my hand and notarial seal, this day of • 19 . — ' Notary Public <r= My commission expires • °s' • • (ACKNOWLEDGMENT'- CORPORATE) : STATE OF • '" -- - COUNTY OF - SS: _, • I, , a Notary Public in and for the county and 1 state aforesaid, DO HEREBY CERTIFY that I , President, ' and , Secretary of I , a(n) corporation, who are personally known to me to be the persons whose names are subscribed to the foregoing instrument as such President and Secretary, respectively, appeared before me this flay in person and acknowledged • - '' that they signed, sealed and delivered the said instrument as their free and • • voluntary act as such President and Secretary, respectively, and as the free and voluntary act of said corporation for the use and purposes therein set ''' forth. • •Given under my hand and notarial seal, this day of • `'.r 19 i • . • Notary Public f i` ;: My commission expires r. MO-ACK-GS-9/35 12S1J '' -.�t PROPOSED LOT I • ma I FM:AI DFS(:RIPTION • That portion of Tracts 183 end 1984 of C.D. Hillman's Lake.Washington Garden of Eden Addition to the City of Seattle, Division No. 3, according to the plat thereof recorded In Volume 11 of plats, page 81, In King • . 04cl County, Washington, lying Easterly, Southerly and Westerly of Primary State - ,_ 14 Highway No. 1 as condemned for highway purposes by the State of Washington CD under King County Superior Court Cause Ho.'613780, Including that portion `•;;a.: C) of county road vacated by Ordinance No. 2111 of the City of Renton. 1 More particularly described as follows: OD COMMENCING at the intersection of the South line of said Tract 184 and the - .t L. East margin of said Primary State Highway No. 1 (SR-405); • THENCE South 88• 451 09" East 405.00 feat along the South line of said ,. - Tracts 184 and 1031 111ElcE North 01' 141 91" East 191.54 feat; ' 111E 'E North 88• 451 d9" West 138.46 fool; THENCE South 01' 141 51" West 52.27 feet to the TRUE POINT OF.BEGINNING; THENCE North 01' 141 51" East 130.25 feet; • : 'r THENCE South 88• 451 09" East 31.00 feel; THENCE North 01' 141 51" East 106.71 feet io a point of curve on.the South margin of said Primary State Highway No. 1; the radius point of which bears =:-'. ? South 07' 191 42" West 308.10 fees distant; A THENCE Southwesterly along the arc of a cu ve to the left having a radius of 308.10 feet through a central angle of �3• 051 34" and an arc length 70.40, feet along said Southerly margin; ' THENCE South 73' 331 52" West 108.01 feet along said margin to the Easterly margin of said Primary State Highway No. 1;THENCE South South 02' 121 32" East 118.57 feet along said margin; THENCE South 12. 231 18" West 86.84 feet elong said margin to a point that bears North 88• 45' 09" West from the TRUE POINT OF BEGINNING; THENCE South 88. 451 09" East 151.79 feet to the TRUE POINT OF BEGINNING. Subject to easements of record. • • EXHIBIT A . . t i f -7 i •.. a .. _.. . ... ..- -. . . .... .�........urrsar..::�..C?" . • • • • • • • • • `4 , Y, ' O O PROPOSED LOT 2 • O • Ili . O . CIO I FC,AL DESCRIPTION OD That portion of Tracts 183 and 1984 of C.D. Hillman's Lake Washington • Garden of Eden Addition to the City of Seattle, Division , cording to the plat thereof recorded In Yolumo 11 of plats, page N1. King County, Washington, lying Easterly, Southerly and Westerly of Primary State Highway No. I as condemned for highway purposes by the State of Washington • • under King County Superior Court Cause No. 613780, Including that portion of county road vacated by Ordinance No: 2111 of the City of Renton. More particularly described as follows: • BEGINNING at the intersection of the South line of said Tract 184 and the East margin of said Primary State Highway No. 1 (SR-405); THENCE'South 88' 45' 09" East 405.00 feet along the South' ilne of said. Tracts 184 and 183; THENCE North 01' 14' 51" East 191.54 feet; THENCE-North 88' 45' 09" West 138.46 feet; THENCE South 01' 14' 51" West 52.27 feet; THENCE North 88' 45' 09" West 151.79 .feet.to the East margin of said Primary State Highway No. 1;• - THENCE South .12' 23' 18" West 54.18 feet along said margin; THENCE• South 51' 42' 02"•West.135.2 feot along.said margin to the POINT OF BEGINNING. Subject to easements of record. • • • EXHIBIT 8 • • • i . • _ � 1 Tr. '..'4 :•=C .(:_ .:':.... :. wr.a.r++.awwvwrI+.Yw�— .._........ .. .. ..:-Mkr tX,'.t+""`�rft,c. ��� • • • • PROPOSED LOT 3 l EGAI DFSCRIPTION That portion of Tracts 183 and 1984 of C.O. Hillman's Lake Washington . CI Garden of Eden Addition to the City of Seattle, Division No. 3, according In to the plat thereof recorded In Y.,iume 11 of plats, page 81, In King CD County, Washington, lying Easterly, Southerly and Westerly of Primary State ,Cr) O • Highway No. 1 as condemned for highway purposes by the State of Washington 0 under King County Superior Court Cause No. 613780, including that portion CD of county road vacated by Ordinance No. 2111 of the City of Renton. GOMore particularly described as follows: COMMENCING at the Intersection of the South line of said Tract 184 and the East margin of said Primary State Highway No. 1 (SR-405); THENCE South 88. 451 09" East 405.00 feet along the South line of said Tracts 184 and 183 to the TRUE POINT OF BEGINNING; THENCE North 01. 141 51" East 191.54 feet; THENCE North 88. 451 09" West 138.46 feet; THENCE North 01. 141 51" East 77.66 feet; THENCE South 86' 451 09" East 31.00 feet; THENCE North 01. 141 51" East 106.71 feet to a point of curve on the Southerly margin of said Primary State Highway No. 1, the radius point of which bears South 07. 191 42" West 308.10 feet distani; THENCE Southeasterly along the arc of a curve to the right having a radius of 308.10 feet, through a central angle of 13. 551 29", and an arc length of 74.88 feet along said margin; THENCE South 67. 131 46" East 87.71 feet along said margin to a point of . curve, the radius point of which bears South 37. 151 11" West 318.10 feet distant; THENCE Southeasterly along said margin long the arc of a curve to the right having a radius of 318.10 feet, trough a central angle of 54° 251 16" and an arc length of 302.14 feet; THENCE South 01. 401 27" West 9.87 feet along said margin; THENCE South 29• 051 34" West 65.15 fee along said margin to the South ft line of-said Tract-1831 • THENCE North 88. 451 09" West 147.49 feet along said South line to the TRUE POINT OF BEGINNING. Subject to easements ofrecord. F i r EXHIBIT B (Cont.) s • • / NIX 11: . H •ram TILL • '-.1- Fir 1 i11T . / / • • a 174 Pa /-t ; \. le . 1 I •FRI : I �'\ w ` \ : I :., I • . LL I II i IT e i* . ii .6 E 1 d ,I c _____.) •.. . ... coi . ____.,. . r I .. . . 1 q= ,I , ci . ::: . . ..i... .,=r_ . . s kr 0, ..,.7s.,,,.s.ii,,, ,---, 14 ,. • !I..�. mar c-tiri r ,Rr •I+7/3. 91 4ye s �s � a I'L, r!D C o' ..�5 • a ',Zoe) s Uo eddy's INITIAL Cal fti-CloP. 1 4 4T= ,1 '� ilt .ems Hi6iT Aim }'`i(li•!�C-21 � •tip,. EXHIBIT C (`� . .v -'''1 •°. fig,ill nt ZI 6 )`1'11i. • . _w+"rg•kn ax'•.'fr:e/._ 1. ¢� kf.:t.. t.. �_. •s;a�.��1.'. i.4 ,i.. ., ..:. .,..... - .4.4 ..,'.y„p,�' .--�s^ '`••a;i ,•.,.H ;N iK c` . 4 • • MEMORANDUM 4°%�,0.! • 1b NOV [ I NOU bAy wa.- DATE: f(J/c2i(99 TO: Construction Services, FirJe Prevention, Plan, Review, Project Planner . FROM: Jana Hanson, Development Services Division Director • SUBJECT: New Preliminary Application: K.(f J rre L ct-o ,,-fir CQlyfre> LOCATION: NIT i\t 4 * St' PREAPP NO. 961 - too VIE:P 6 A me,eting with the applicant has been scheduled for lU A'Vt r hurbdaq, NOV (0* , 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 to 7(�. 1 -L 4 at least two -- - ___ _, -_(2)=days YeTdre the meeting.—T--hank you. - = --- -- --- - ----- — --— ----- ivi--- 4_, • ../ecAAft `��� d' ///i/ Dc--01.0PMENT pa_ N a a ON CITY OF REN DEC 22 L REC VED Preapp2 • RE.N T ON FIRE DEPT =;PF PRF1/FNTON BUREAU OCT 2 81999 SP L. 11.E 7.AJC6. �4irlj . D MEMORANDUM . ( NOV 11 SOUq4Y DATE: qc2i(99 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Developme t Services Division Director SUBJECT: New Preliminary Applicati n: K...�r e'rra:re Lea/rill,/ CQi')frb LOCATION: Nit M 44 Sf- PREAPP NO. Rq - IoO WEP A me tin with the applicant has been scheduled for 10 ,�horsdap,- Noc jo-rtt , 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 resolve.dprior to formal land use and/or building permit. ________ application submittal. Please submit your written comments to CSC(Za4 -L. at least two 2)—ays before-the-meeting.--Thank-you. - ?.1 /0/61-07 • Preapp2 Cjti�Y O�j — + ; ® . CITY OF RENTON at 'eP�NT0� FIRE P VENTION BUREAU EMORANDUM DATE: October 29, 1999 TO: Elizabeth Higgins, Planner FROM: Jim Gray, Assistant F re Marshal SUBJECT: Kindercare Learning enter, 1717 NE 44th Street Fire Department Comments: 1. The preliminary Fire flow is 1750 GPM which requires one fire hydrant within 150 feet of the building and one additional hydrants within 300 feet of the building. 2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee of$4,722.1 is required based on $.52 a square foot of the building square footage. 4. Separate plans and permits are required for the fire alarm and sprinkler systems. Please feel free to contact me if you have any questions. • • c, Qlc� sP A (- HE 7M(o c4 0• d)64 MEMORANDUM °%, �``'9 ( -tb Nov l ( t-OU � s%� • DATE: fd/2Y(99 TO: Construction Services, Fir Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Developme t Services Division Director SUBJECT: New Preliminary Applicati n: (L(Wrcccre Lea/rat/ CP�1fr& LOCATIONS (1 fI Mt CO-L(. Sf PREAPP NO. q9 — to() WEP A me n with the applicant has been scheduled�for (0 ,FI 1ursday, AlOv f , in one of the 6 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 to pi, at least two ---(2):days=before the-meeting.- Thank you.--- -- -- -- ------- — — --- - -- -- - - it---- __ y J e.L, -o`t�_`at c -CD v -7�-E-✓/Vic'-Ce->r ri7 e- S Preapp2 • KINDERCARE LEARNING CENTER 1717 NE 44TH STREET - Pre-Application Nove ber 10, 1999 WATER: 1. The records indicate the Water System Development Connection charge has been previously paid. 2. One fire hydrant is required for each 10 0 gpm of required fire flow. Each fire hydrant delivers 1000 gpm for fire flow. Fire Prevention office determines the required fire flow. 3. The primary hydrant is to be within 150 feet of the structures,but not closer than 50-feet. The secondary hydrants must be within 300- eet of the structures. 4. If required fire flow is over 2500 gpm a ter loop system is required. A loop system when required is located in a 15-ft.Utility Eas6ment. 5. Water plans to show domestic water meter size, valves and location. A backflow prevention device is required for buildings over 30-feet in height. 6. The plans to show the size and location of the irrigation meter which is to include a backflow prevention device. 7. All new and use fire hydrants use to meet the above requirements must be fitted with a storz fitting. SEWER: 1. Records indicate the Sewer System Development Connection charge has been paid. 2. Sewer line to have a 2%slope to property line. - 3, The=Developer-is to-insure-no-buildings-are-built over-the existing utilities— — - 4. Show vertical clearances where utility lines cross. 5. _-__ Provide-avertical_profile of the-new_sewerline. STORM DRAINAGE: 1. The Development Service Charge is$0.129 for new impervious surface area. 2. New and existing impervious surface area to be listed on the storm drainage sheet. 3. Use NAVD 1988 datum for elevations. 4. The proposed project Developer must demonstrate adequacy to meet City code requirements for detention,water quality and conveyance capacity. 99CM099.DOC\ 5. Drawing scale is 1"=20' 6. Filter fabric fence will be require aroun• critical areas to trap sediment run-off. -- 7. No building is to be built over existing tilities without being relocated. 8. Show floor elevation on.Storm Plan. 9. The project is located in the East Lake •ashington Drainage Basin. 10. The utility easement through the proposed building area cannot be vacated without relocating any existing facilities that may be in th-easement. TRANSPORTATION: 1. The transportation mitigation fee is $7 per new trip generated. The trip rates are determined from the ITE trip generation manual, 6 edition. 2. Show dimensions for on-site parking layout (stall depth, width and aisle width). Show dimension for both regular and compa stalls. 3. All electrical and telecommunication facilities to be underground. 4. Show City of Renton Standard detail drying on submittal. 5. As-built drawings required before temporary occupancy. 6. Note that rockery within 15-feet of the building is under the Building.Department review and inspection and that portion of the rockery greater than 15-feet from the building is under Plan review and civil Inspectors. For rocke s see City Standard DR 02,page D017. 7. One street light to be proved on NE 41st St.As marked in red on the attached drawing_ Equipment tothe existingstreet light-equipment. — — — 8. - Minimum isle width at entrance off NE 41st St. is 24-feet. 99CM099 99CM099.DOC\ _. .. -., - - - vit::-t-- ,v::;7.•••Nmgwitrg•/. '''?.,...."\7:TSVLIktt.4-- P.,,rps.----V4,-4-..74;4•gav::. s . •-- \ . ; ,, ,,,,:.4 ,ot: .-Fi,r,1-x.\ : 7410.f :,,atV<_:tk. . •.A.6.1k: \f,ktr:Wrii ••-•'• e-,14.4146,0*:lordr iv NI. -- '-' -''. s\ ' ' 's... 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SET y CC 5T1NG FIRE \ ,,,S 0 0 • ---,.....-...;:. ---.-. ..• 1,9,b PORTION OF 5' WIDE TELEPHONE EASEMENT ..z...... cp 1,,,. . ,...,, )RANT . PER REC. NO. 8604070748 (2.5' EACH 12 POWER EASEMENT PER ,c.7-.. .•• ..: _ _ SIDE OF UNDERGROUND CONDUIT) REC. NOS. 8803140278 & , 8807180985 s• ..• _______ - _ ______ - _ _______ . N•'' • CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: November 10, 1999 TO: Pre-Application File No. 99-100 FROM: Elizabeth Higgins, AIC , (425)430-7382 SUBJECT: Kindercare Learning enter Preapplication Comm nts Applicant: Brent D. Cummings, P.E. Project Name: Kindercare Learning Center Project Address: 1717 NE 44th Street General: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City of Renton by the applicant and on the Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (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 and the City of Renton Development Regulations. The Renton Municipal--_Code-is=available_at-the-Cit _Clerk's-office arid-the-Rent-oh-Public _- - -- --- Library. The Development Regulations are available for purchase for$50.00, plus tax, from the Finance Division on the first floor of Renton City Hall. _ . _ Project Proposal: The project proponent wishes to obtain approval for construction of a 9,081 sf building to be located at 1.717 NE 44th St at Lincoln Ave _ NE and NE 43rd PI in northeast Renton. The site is within a semi-developed commercial area that was previously short platted. The proposed project is to be constructed on a portion of Lot 3 of the previous short plat. The site is adjacent to the City of Newcastle. The building would be the location of the Kindercare Learning Center. CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 10, 1999 Page-2 -- - Zoning: The property is in a Commercial Arterial (CA) Zone. The Comprehensive Plan Land Use designation is Employment Area - Commercial. A day care center, as a "service" use, is permitted in the CA Zone. Land Use Permits Required: Site Plan Review is required for projects in the CA Zone. An environmental review by the Environmental Review Committee will also be required. The Environmental ieview Committee makes a determination of non-significance, determination of non-significance with mitigation, or a determination of significance. The Environmental Review Committee may also determine that a public hearing will be required, in which case, the Hearing Examiner will conduct the Site Plan eview. If the project, as submitted, falls below the threshold for a public hearing, the Site Plan Approval will be administratively reviewed by the Development Services Department Director. (The materials submitted by the project proponent for the preapplication conference indicate that an Administrative Site Plan Review process would be available for this project.) The purpose of the Site Plan Review is to ensure that the site plan of proposed uses is compatible with existing and i otential uses and complies with plans, policies, and regulations of the City of Renton. The Site Plan Review criteria are: 1. Conformance with the Comprehensive Plan, its elements and policies; 2. Conformance with existing land use regulations; and, 3. Mitigation of impacts to surrounding properties. The processing-time for the Environmental Review-Committee-decision and Administrative Site.Plan Approval is 8 to 10 weeks, assuming no appeals are filed. The fee for the combined process is $2500.plus $0.33 for each mailing .. _ _ ___ _ --label. The applicant_is_being-provided=with_acomplete__Envir-onmental_Review.____ , __ and Site Plan Approval application package with a copy of this memo: Building-and-Utility Construction-Permits Required:=-A-building=permit and-a- -- -- -utilities construction permit will be required. At=the=applicant's=option,-#hese- permits may be submitted simultaneously with the site plan application. The processing time for--a new commercial building permit is approximately 6-to 8 weeks. Timing for the utility permit is less. Lot Coverage: The maximum lot coverage for buildings in the CA Zone is 65% of the total lot area (unless parking is within the building or a parking garage). CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 10, 1999 - Page 3 - Setbacks: The CA Zone requires a 19' landscaped setback from NE 44th St/ Monterey PI NE. Rear or side setbacks are only required when abutting or adjacent to residential zones. Landscaping: There is a minimum requirement for a 10' landscaped area along streets (unless reduced through the site plan review process). Building Height: The maximum building height in the CA Zone is 50', without a conditional use permit. Screening: Garbage, refuse, or dumpsters, and recyclables must be screened, except for access points by a fence or landscaping or some combination thereof. Pedestrian Access: A pedestrian connection shall be provided from a public entrance to the street unless the Reviewing Official determines that the requirement would unduly endanger the pedestrian. Provide direct, clear, and separate pedestrian walks from sidewalks to building entries and internally from buildings to adjacent retail properties. Parking: All parking must be on site, no parking on public streets is permitted. The application will have to indicate how much parking is both required and provided. Parking requirements for d y care facilities are: 1 parking stall for every employee 2 loading spaces within 100' of entrance for every 25 attendees In addition, if transportation-is-provided for-children and these vehiclesare parked at the facility, 1 parking stall of sufficient size for the vehicle is required for each vehicle. - Americans with Disabilities Act-requirments for parking must be met. -_ _---- The project=proponent=has not provided sufficient information for-planning-staff to - ----determine=if=therewould=be=enough=parking=at--the=proposed facility-to-meet-City parking requirements. Access: The project is accessed from NE 43rd St on the south and, indirectly, from NE 44th St and then the shopping area parking lot on the north. By not accessing directly from.Lincoln Ave NE, the building is oriented inward, toward the parking area, turning its back on one of the primary gateways to the City of Renton. The Long Range Planning Department has commented that the CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 10, 1999 Page 4 - proponents are "strongly encouraged" to design the building for visual interest along the north and east facades. Sensitive Areas: The site is indicated on the City's Sensitive Areas maps as being within an area of potential concern for land sliding. A geotechnical study and report will be required. Environmental Mitigation Fees: Typical Environmental Mitigation measures include the required Fire Mitigation Fee of$4,722.12 ($0.52/square foot of building) and Transportation Mitigation Fee ($75/new trip generated by project, based on ITE Trip Generation Manual, 6th ed.). cc: Brent D. Cummings, P.E. Jennifer Henning • 1 • OC T 2 9 1999 ECONOMIC DEVELOPMENT,NEIGHBOR;IOODS.AND STRATEGIC PLANNING MEMORANDUM • DATE: f 0 -z8/qq TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary A licati n (...) LOCATION: 11 )i N PREAPP NO. • • Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please submit your written comments to no later than �v O V . Thank you. We will not be-able to include comments received-after this date in the presentation/summary we prepare for the applicant. S i'l C` (5 7LS3i&tot z EMeLo v M1 l r ft-a cz7N_c_or-M LZ tAL_I N illits__co71-en- -VC .5 -- --- i 1-1c _Z rAirLE. No (}'al.( 5Sue-5 wIT-H T 9,9-05'G5l) USC —— ------- - Srntt _rHc-SITE` 15 1nl A -Loco-? vN '7F{�97 5� v 3 — G6T61.4 1�, --i v 7"Tarl SIY�t`C - 1 —A-y206?1 6LS T1-�'rl`7— - -- .,.—-- -- 7 -1'6 S"S'2-v t 7U2c; 1 S eGLi r"L SZ l l_;' C.3 sL �U - —— `�\+c Lo i , THE eszo OIv; 7S Arz_G ,sTez_orue.L IDOS I c-4•1 71-1- -13 U=1_L_OI ry Gr SL V i s u L 1 r T-c t3'T T F e A}aSLt1 i 67V 0 R�3Z ez1 c_ ('(.A-AD-VI AS . • • preapp - RUSH, ROED & HITCHINGS, INC. BRH Civil Engineers and Land Surveyors CEO Steven A.Hitchings,P.L.S. President October 27, 1999 Ronald G.Goldy,P.E. Senior Associates • Jeffrey J.McManus,P.L.S. John J.Weed,P.E. - --- Associates Ms. Laureen Nicolay Brent D.Cummings,P.E. CITY OF RENTON DarrellC.Nance,P.LS. Renton City Hall - Development Services Project Managers 1055 S. Grady Way Jay Bryan Decx�prE.P.L.S. Renton, WA 98055 Pedro A.DeGuzman,P.E. • Harold E.Hagenson,P.E. Re: Proposed construction of a Kindercare f cility William A.Hickox,P.LS. James V.Harrison Dear Ms. Nicolay: The purpose of this letter is to request a p eliminary project review for a new Kindercare facility to be located at NE 44th St. and 110th Ave. SE, Renton, WA. Please find enclosed five copies of a vicinity map and five copies of a detailed site plan. The 9,081-sf building has a construction type of V-N fully sprinklered. It is designated as an E-3 occupancy group, with a building height of 221. The building is wood frame construction with a wood truss roof structure. Brick and hardiplank siding and vinyl insulated windows. The building will be designed using the UBC, 1997 with WA State building code, 1998. The new building will be built on vacant building pad Iodated within an existing shopping area. The site slopes to the west at 5-7%. The site will be regraded to facilitate placement of the building and the play areas. A new keystone retaining wall will be required along the east and south side of the site. Water will be obtained from an existing 8" service to the shopping area. A new sanitary sewer will be extended from the existing 8" sewer in NE 43' St. Storm drainage will be collected by the existing storm system for the shopping area. The shopping area has an existing detention system that was installed around 1991. The existing detention system was designed to include a building on this pad, however it was never built. Therefore, no new detention facilities are proposed as a part of this project. Please let me know when you have scheduled a meeting to discuss this new project. I look forward to working with you and the Renton city staff for the successful permitting of this project. Thank you for your time and effort during this initial process. Sincerely, BUSH, ROED & HITCHINGS, INC. Brent D. Cummings, P.E. Project Manager 2009 Minor Avenue East;Seattle,Washington 9:102-3513 - Phone 206/323-4144; Fax 206/323-7135 - 1-800/935-0508 Internet:brhinc.com **************************************************************** City of Renton WA Reprinted; 12/22/99 13 :57 Receipt **************************************************************** Receipt Number: R9906315 Amount: 1, 503 .30 12/21/99 11:13 Payment Method: FIN Notation; FIN #000610 Init: LN Project #: LUA99-182 Type: LUA Land Use Actions Parcel No: 334330-1141 Site Address: 1717 NE 44TH ST Total Fees: 1, 503 .30 This Payment 1, 503 . 30 Total ILL Pmts: 1, 503 .30 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81. 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81. 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 3 .30 DEVELOPMENT PLANNING CITY OF RENTON DEC 22 1999 RECEIVED ************************************** ************************* City of Renton WA Reprinted: 12/21/99 11:40 Receipt ************************************** ************************* Receipt Number: R9906315 Amount: 1, 503 .30 12/21/99 11: 13 Payment Method: FIN Notation: FIN #000610 Init: LN Project #: LUA99-182 Type: LUA Land Use Actions Parcel No: 334330-1141 Site Address : 1717 NE 44TH ST Total Fees : 1, 503 .30 This Payment 1, 503 .30 Total LL Pmts : 1, 503 .30 Balance: . 00 ************************************** ************************* Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 3 .30 DEVELOPMENT PI AN!JING CITY OF REN ION DEC 29 1449 RECEIVED