Loading...
HomeMy WebLinkAboutLUA87-103 February 23, 1988 Mr. Donald Erickson, Zoning Administrator City of Renton, Building and Zoning Department 200 Mill Avenue S. Renton, Washington 98055 . Renton Village Cinema Expansion Project Number 87247 LOT LINE ADJUSTMENT (FILE NO.• LIA-001-88) Letter of Agreement: As a condition for the City of Renton approval of the Lot Line Adjustment being approved in conjunction with the Renton Village Cinema Expansion• project, Renton Village Associates, owners, agree to establish the attached and below listed site features as their property site design standards and to apply said standards to all future development approval submittals on the remainder of the Renton Village property owned by Renton Village : . Associates: Landscaping (see plant material options attached) Site Lighting (parking and landscaped areas) Landscape benches and tables Landscape waste receptacles Landscape bicycle racks The attached cut sheets of the listed site features are included to establish the intended character, material, construction and approximate size of site features that are acceptable regardless of the manufacturer or vendor. l; rTY(' OF RErdTo;i • MAR o 31988 SU!LD!NG/70►�!!NG nFpT Mr. Donald Erickson, Zoning Administrator City of Renton, Building and Zoning Department 200 Mill Avenue S. Renton, Washington 98055 Renton Village Cinema Expansion Lot Line Adjustment Project Number 87247 February 23, 1988 page 2 Letter of Agreement: (continued) The obligations of this agree ent shall be fulfilled and that portion of the agreement:terminated upon issuance of Site Plan Approval by the City of Renton for each future project on the property. Renton Vill'Z Asdecia date • City of Renton, Building and Zoning date bC/ST122 4{. • • • • • RENTON VILLAGE ASSOCIATES RENTON VILLAGE PLANT STANDARDS : . • -DECIDUOUS PARKING LOT SHADE TREE 1-1/2 - 1-3/4" caliper/20-25 ft. spacing * Quercus rubra/Red Oak• DECIDUOUS STREET TREE 2 - 2-1/2" caliper/30 ft. spacing * Acer rubrum "Red Sunset"/Red Sunset Maple SMALL DECIDUOUS ACCENT TREE. AT SITE AND BUILDING ENTRANCES 2-1/2 - 3" caliper/10-20 ft. spacing • • * .Crataegus •.phaenopyrum/Washington Hawthorn =. * Cercidiphyllum japonicum/Katsura Tree Prunus yedoensis/Yoshino Flowering Cherry _ • Acer palmatum/Japanese Maple COLUMNAR/UP-RIGHT DECIDUOUS TREE AT BUILDING ' 1-3/4 - 2" caliper/10-15 ft. spacing Populus tremuloides/Quaking Aspen Betula pendula/European White Birch .' Acer Circinatum/Vine Maple ( 12-14 ft. height clumps) • EVERGREEN TREE PARKING LOT AND SITE SCREEN 6-7 ft. height/10-15 ft. spacing * Pinus thunbergiana/Japanese Black Pine • * Pinus contorta/Shore Pine BROADLEAF EVERGREEN -SHRUB PARKING LOT SCREEN 24-30" height and spread/4-6 ft. spacing * Photinia fraseri/Fhotinia DECIDUOUS/EVERGREEN SHRUB MASS AT BUILDING size and spacing varies ::; * Rhododendron species Mahonia species • * Evergreen azalea species Viburnum species * Deciduous azalea species Otto-luyken laurel Mugho pine Spirea species I, • • • :-1'_' • EVERGREEN OROUNDCOVER AT STREET FRONTAGE AND BUILDING ENTRY 2-1/4" pots/18" triangular spacing or 1 ..gallon/3ft. spacing * Hypericum calycinum/St. Johnswort (at street frontage) *• Pachysandra terminlis/Japanese. Spurge "_ = * Vinca minor/Dwarf Periwinkle • Arctostaphylos uva-ursi/Kinnikinnick r. . LOW SHRUB MASS WITHIN PARKING LOT LANDSCAPE , ISLANDS . 15"-18" height and -spread/3-4 ft. triangular - spacing - * Berberis mentorensis/Barberry. • SODDED LAWN * • ' - . • • .• ,:q... r c. NOTE ; ----. • * indicates plant materials used to provide continuity , -.. _ ..LL;L' throughout the Renton Village site. • ;_Y:;i • • • � ;`'• th• • l::y :. 7.. •' :%'sue iY.'.�i�yf�A' • ".. y 04 i .;. ::`:t[+;-, `sue. Ord • • • • • • 'r: HEIER/VAN DE VANTER GROUP PS : ;' Site Design Services . • , .T:,:� ,,. . , • . • •. , - V •. .r • . ,1 ' ai• •1 • ia.• • . • . • e -- - I I r I•44.6 . .A . • iii .. ., ' •. . . . - . • . .- . . . • - . . .• - • . • . . . • • . • •• r . . . . . . • ,.. . . • • I r7, k'• '''''' 77. ..:".7. .••••••..-,-;;......-...:fl • • . • . , • „ a . • I.:,:i A--. .-. ..,.... .,....•:,-,•::-.•••••••:.-,,..,-,.0 rprfr.... .. .! r....r..w......rt.,.,...",...ry•tprioye!,..pt....,',71,14.11, t.'W.K...... 1rprfl•WAYP 111.97payloor,p.,./r.$4411,79 t '1 N. 1 .0.•ti:,1 •...-..' ..,;..&.;;:14:,::::•'2,i;:i‘...::.1 eh,..i..7.••••••',:. "..1...:•i J..• ' ','...1. ',''•••'' 4' .:..'': •• •:••••••4 • •' :" : "•'''':• ' •.' •''''''. •'::•••:"•': . ': .. :•!•'•:-?;••":"..•;''' • . . ".•,...,,....5,..:,,,.;...T,,,,•....•••••1 •;•.' ,•," •• •.':::•;.•,'•:.•ii ,`••t••••:.'i :.,:••t.••,-••.; ,•'•.•.•,•i: ',;"••••!•:••••'....;'',/•-•!:.-...,..•1:••; •,..,::,.•,••••••.1,•• ;".•...,•;•:';,••i•,• •••.••••...'ip ..,., '"1 (....•••••'',',- ':r -. 1"r•n: 1• ri •t i.. I . . . ..., .• • . .... . . . .. . h......, ,,.• .„...',.....•• .%. i.:. ',:.:."... /..f.'...y.,••:,... ii:J.4•••4'........:,:,..:...”.....,,:••- ,.:.•:.•,,._,.....i..L:.:•.:.:., ...e..;.:.'..'..,.,..... ...-,....., .;:.......••:. -I.e.:''..',.....;.? ..,,,......•...........f;xi ..6%......1.-•,.'„,...":•'.•• ....., - •- •.,.... ,. ....-,••••- ..•:.: t,......;..,,,•:,..ii!•::•..v..*•....•;,. otrt...,:,•:,....•••.-I-... i•-•-•,•••,••--•:•-•-•••••'- -;`• ".,•-• ' ••- •:::". ••*•••:'•"•'•':-':•':"•-" 'I.-. : ;,..- .;.. ....e.P.......4. 1 . . . . .../.•:,..,9:. !.• .- .e,- ... .. . ::•.;. . • . . . . ....., ..„.. . . • . ' . : • i •- • . ii.:•*:i.:'7•'•••17I":'7 i"..s;?..;•'..:L.:•:. ".;;7••••'.'",.....*".:•:'.."':.' "•'':'..'•:;1:::-7',.'"'""•:""" ••"::-..'• ".::' ..:: ....';`.;'',•..t.•''.-; ••",f:'•f •-.-' -:-•9• ..:::-.:- .-•,:.7-..-.••••.1:2.•?,.?t;•...-.•:•,f .. • . .. . . .. . I • . , . . , . • I . " • • • '. , . ... . .. , . • • . . , -.- . • . .. ., . . . . „ ....,._ ..... . . . .,. , i::'..:•:.•••-......ty: . • •..:tiv..,...-.......e ,,.- Iti,:Pstifil.' Virltf":"Yert.t%',1.'5 . . ,.. -.• . . . ..,.. .... . . ... .. . ... .. . ,.,....„ .... ...„. .,... . , . ,. .:, . - . ... . . . . i• ..9.4.,...I...L.-.. -.. •,..q...., :•• •A- , ., ... - ;••••>••4,-.V•-•,f.d.;-:.,... .:1:.-(t.:ka..ko.,44.7.*',-.. , ,.fti-ot-;['•,,i4 tVL:.1..1..-'' ..filti.dAktr-Af.. -. 't,:.,..;1,:;;•.::•.: - - • - • • • Sk• ....NetV. t., ft . • • •.:• •4••".7..,:•,,..+ , . . . . . - . , ,• g :•r••,•, ,,Vk, ., •.•.,•4•W,:,:. • ... ::••••••.: . Ils'‘','`•i•.....'•.....-, .•- • • ""' "'••‘• •••• s'••• ",:-••••••:i•'•:."•..-Y..)...::•••,••.:......,.."•••••:...",-: 1. tz• , fii.R,". ,.- . ; • 1)... .••,•-!,..i. • , •,..:,. ••.It 1.•,im ::. '5'01...•:'V.711 rigraVt, . : t-•••;;;•41.',ri;.: Lii' :-.•-2‘...1.- ••••-• - liY1•3-.,,..,,•, ... :tkei. ..i.:'U`::' :. ,..:1*4•1:".1.;.4..: i..::4.41,1:1111:._;i:.,.....4,3%. ..c;.:1.0.;....:.:11.1....1;,c• . ....1:• '...:::::.1L.::••1.,;::::::......:-.....•:..:.i.:;••••,•,•...;:.:•7:El......!•:•il:?4'.;.4.411.:).....:41.••?.;;;•..1::41 i''':%•::::..::?:;:::;•‘4:1i:.??:....::•;''''t:::1:::.1114..--..1:...;•1:1:5;..41..'01.17.:sii::::1.1111:.:::...4.:::......•::;.:::•\1•5'..?..l.-••1:?i!t.;...4.:?•.:.1.e.:If;'::::.:'.•:'•11.;:,..;41.....:...' • •. : .• . • •oit .4.„• i. ...?4.c....cr.,. • 41 . ...... . ;... •/••,...g. ••. 11 4A• .t:.,•p..,. ..„.- 7,..•,... .„. .„,i.„....,.......4...,.....,...t.. ....,,13:4%,I.:..".„... ..;,,..,.. t..: r-,,,„i-,;,,,74A,,,,,,. ,: ,,, • • ....: . „.;:.:..viv,,...).-i..o...i .,..(t. ,,,...:,!..ifA -41:A*If..r,...,t,v1/4'..k • -• . -, I il ,y,:orei . - , • ' •! ,....., -i••• $,Z' • . .. . . ... .. •• . - ... - ., ii,,k.'l joe..„•:•,_••:.••..;••11:141/AXklt•.••htl.)fr•••11,fr'si•IVe illt,tbs.•:,,,i4...-..V:-.!:71.1%. . • „.. .•?•••.,:•.,.?..,:;,•:..:414. ilialfeniiii.c.Y•P-441'•••'...-P,efilf1J!.•,..)-r1..lt•" .. . • .,/ - ._ - P. • .• fai -77,!-.. •'?:',i-,Y,-.i•:,. I,......-_..„‘•.;„ • ' . • . . . . . • ,. .., , . '.- • •'. , • . . ..,-i:-....,:'..2.`i:'''-."-•'." .. ii-a,Tiini.. .:,,..1 "." 1 • • . ,.• • . . . . . • • . . . . . . . , . . . _ .. . - •- -- . • • ,.4.,::,..; ..,..i:7..., ; .. -. ,.. . • • •• . ._. --•"'•-i'Y••••.'••••:;':, •i li•iii;:': . ..-.• -,- •.: ..." - . . • • .._ • .. . • ,.-, . . .... • . ' • • :; ... . ., • . .• • •... ••• -..':•.•.• -. •• •'••.••:••••••••••.0,1 4:.••• ‘ •••\' -al • • , . . • , . . •.•,:i'.7.t•••...,:';'•/:f , , , ,,,,,. ...•,:,: ,1•44;. ',..?....e./...„•,••.:•'...•.••••;:•:.sr+:4% !:•i • •t ' . ' • _ ; . .. • '• • • : . "•fttittIV• . '4:i'.-z.•••••1 •••• '• • " • • ...".*•.;•4.‘%.. .- 'VV.....:.....114..•:• "i!..1`....4.;1.•1 Y•1'.".+,,,,,. . • • •• .•.. •• • • . . • -.4,1%,:.4 ,.,...... , ..1 i•,• ' ••I''4•• :.. .•-........ ...i•;••:-.• i i• lid:.-1$• ..,••e.....,1,...i;:r!....,,r 1 1..:0..,.". --.. ••• • . . . ., . . : • .--?;',4".‘zfrli. - :-S..t.*14..11. ..,:i , ,,^1.* h1...,; • • • • •• --'e:"•!%.f...p,...,44:f•::::*;,4"4,:•....Af••••e....$.'kr,t,t.i.i:1:71:4; • -:;..3-... . • •'.• - • " ' - . .. . 0•..,,'",-71'..i4„••':170:4a11- 7.--i, ..,,,,t: I fie514'...1::.....q .1......"'.• .::;'•:.1•;......3!;'...':•t•i;:.4-0.it'':4;•ei'''.41.••eeol 'Ni.''.Vi'"Y•rt.tek)riti.•14: ' ...: • . , . ..., . .•. • .: 2.1;4,4,...,4, W`t•. .4 • • i.pct,le.-:,•44. • e•tv.,0 ti•- .. .."••••••••••••:-,k,rw•kr:.--e...4--••' 4,...tvii•••ca9,......r4.,§T.-4,1-ries.ks...t..1-ti, •:',: • •-•,-;,;•.;\?;:1,-•;.•;--lizz.zk,r,.T.-.•-.••-,../.,....'• wr•---z4i'v•----','71' "4-.MN" V2A)'41k1'. rqt.P-N;r1• ' ••j•••"*.•1'..(1 ."Al-'''i'•-st'" '" .4'1"- :./47.1.0ski'.-1•111.1)St''''4'" \ '' . * * ' ; - . . ., . . . A•-•:-' ,-_:-.14.1-t:•;rt.f..,',1*.:titi'll'ii...11'%X`44'4.*.F5(..ii-r:"Aft.-. 14.`tr. ..... 'EPI•Xe.t..z",•, 'A.•'.• ••••'.•:! •-'i..1. 1•;-':'-',''' ',;t1.V14-4:;?.1.4i3.11.t.sl''•0.1,4')Cittl-.:41,311-VS.:"G:' 4-tir•;/. , • . lti7b4,111z.tin'i.lvs&t.,Ktkl:•:=•""e4-ff-• •'1i'•;••4•4': Zi•*:•t'?.:•07:7J'irtil ".. •trir. " ?•".10414;T,':;•: ,:',...,.•:.,',4‘,.',-.;•:it,t‘i...A.a.,24itiAtk. qs--,,:fit.11, f;q,+.14iir, e..4.,.ts&„.ig!-:,;•.%., ' • " ...- .. .• :16•. ,•lt,..,,,,..sit.,-.:::•,,,,.:..4-:,...,,,:?,•;,.,•.•;=.''' .. .fi9 ..Y,kit':-..,,F;•,''t 4%• lee- :.-.Y.i.4,,,,•••Ig. 4:-.•,:tr,•,f. •. ..;,•,•4140-gt.."$.>11>.-,,4 ik .4o-.6%-'1,--"um•-i2if:•,. , ... -.••••- -••,.. - • -,-- •• •".'':.'- • .. - . '.1 ,1.J-i,z-;.,..,f,r.e.:•-,-.A.,•,/,..1-.!,../....ii...... ...;-,.;•,-..,,,,t,,,,,,,:::,..,.;..-lir , ,,,,.....•-..!.t..i.-....:- ..•tix3, . ..4.41,,i:-..v....:1".,,,,-.,...,..,ittp... , • ,,,...z :,11,4•4 .,...7.0.,.,...4.4c... ..;;;:..,.;,. 4:,..7.......q...4'....,-,.,.•:',.!'• '''',:,-.•...'..'•,-,,...'. ' •. .-`',' _ , . ,1•4:''''' ':V't. :Vi:-7';‘'%•••:.72te.-i!.'''' ''''''''•:.!•4ti.(4'c:.i:?,i'l . •t .. W' 4',.... ,...:: •t..•kg: ?. '1.:•••.Z.T-..br...t.......P.Pj if,*eV il‘' •%•••A, Ifirc:f4(•'••"ri.P.t..k&eAS--tar-IIN.-"•••••••••.' - ,- --:• • . ' - • , r• - .•• ... • • . ?,..'7..i;'§'ie.i..<11 •-1.57:t '.-4•?°- :': *-,••••,:v464)41;i:j4 -••••'•:,:tr.•ti$Y.Z14te.s.4,';0A4),§ -•••filf-fts...:•••5,;$1..i„...A.,41. a',..#4.• • .. . . . ., , . . . • • • • . • t‘...r.>•:.,,,, , 44414 , ::;• •:-• ...,,:,...-.....st•• ..,...ir!L •y''.jq:, (1.1.0.6.% ,1•rt r.,...,....... •. ,..‘.. t.,..,.......0:„.....w....,..w„,;..;......, .. . . ... ., . . . . .. ., .:..,.......„...41....../ •.... . • ,.. .. ".,„.....4.•,,, -I .1. 1.v.I.:;•real.t;',, ..,,Ott,•.4.. ii.,,rti, , .. ,3 Y..1,•.,.00.1.1.,,,..1.4.1.,:ef.>....j..,..,.. . . . , . . ., , . ... . ., . • • ..a.. ..'':.,.•i• .2:,4•:.. '• .. 2.5'F";.:**;;,1).;1 :.•.134/.. .i..1':.1 re."21)41.i.. .•h',...."/' .•:•'..'•-..110,...1ret:kil..1.2•.?°:.! 07. ,"''. t•.1;4.. . '''4.4-)..i..-ir,..4`e•-:43,4....i.C.vm'Z'...41.:Cgg, izeotilr:-;•iti;t4.:.;.•‘...'• • . ' . . it•• ...it-. ,, .. •• h,r,f44:,.:...... .• ...,...........„,,..,,;,.......:i , •D • I .:, :.*.z.;......14.•v., •, -.-i i--•t•V.--1.ftw . A IV,'-4 : ....10- ' 4t:::• •K•fl'I r2e:tricip,Zittnti.titli!.••*.••' • • • • •• : • . '. .• r ••,••-e.‘i.-...,•••:k•---- . - ::.--',,•....•• • ..ef• :.e - .,..4:.n.11..A-•. • •f• ,, .-.... iptirigtstiot• . ,,....,I0,42,0,,g..it,A;4.A.:0.• ..,1:.,%.,,I.!...,,,,,,,f,„.:.:..;;,,..:-:...,• . • • .-15.,,t•.-..1 - • tv.7....". .4.4. . • .. . . . ., . . . .. . • • .,..N. .vkf,,,,ile„,.tr „1L, .it. 41.41tritcptiaor !';r4•...,•1•Ate.1•/;•74•04tirli:tiii 1•••••••••% • .. • . - . . .: '4.1;1 ' . • . ., ''' 7. ,•,,Tr-:i .1) .::. ,..?•-: . ... 0,,,e,,, • .•,, • ...f . .. .4_,. ,ii •J A. .'t'" 4?1, - ...--••• ,--ftekli'41pivr• !T;$'4 1. :''re,••• %.,,CriAi i 'l...".riv.r-tery I".7.4!,K.Ict•••••A•••:.-.' . •• . . • .. • - ,.. A.., A • •• .- • S•' ,,,X•rn, •i -7'41r,tvi.y .,‘,"V4. I '. '•• -." -: .•• 'itt• fliNi.11' aNS•P•i. NAll•q•e!'t"41;104."irlakiikt-4•%44;k:Zftkt•"t'l•••.';;::• •' • -• . • . •' • • :.• . . ••-..:•,,• •• ' :.'• • : -' ' ::.•'••• ia .91. V .•• - .: :.••••',.. ; ...A.g. le.s..1120./C..,-. Ker.i/Aw_).f•`•ri,,I.A4'.'. ' " .' •.• • • ....t.A....... "..... ; ' i .!1•• i(i.fg.4 710j.i. ••Ail -::. - ''..., 411t,gil ' •''1,V.44:kfits.,,?..." •'..t"''•iti.g•t!_,;.vit,t.•e.v....!./.....:•.• - - - .• - ' • .. . .." . ' ': • i•:•,.. , .. .. ..? .•,. r,,,..,.. •:", :;• / 31 -•••. ••••?... jp.ii Irct*,,,. ' •.• •- • .-tzti4L ' 4, s'r,..• '4'.',-,' .. itrA'A..--,.4111-ei'44,1.e."Y.:i.:. ,•-••* .- • . . .., •.• . •• -,;:';';.1-. . ...•'.:•.1.•:.*tx-•••••'.., :. ...:. •pp,..4, .. ,••: eii.6„Are....itefi,,....... .•t, ....,.........•.,......„,•:.• ,..,...; _ •I .141.0,•.,„ A.4.• ,:i / 1,rirp,.,„..op...,.ir.,.z,,.....e.y.,... . . . . ••......:. ... ....• •. .......... •,,......t.rec,,,, T. •,'.. , . -, •• .1-0.,A,•,41-,0 ' ,• A J•'.."- . -'." ' ! e . 1. ...r,..,.... .,••94,,•;.,-.Q.IttP...7. 4•;2•1,4ivilf"...4.47,••• ..:• . . • • •'...::•:..,:•./...''. . . .;:-.'•.•, 4:.-..! i• • -':XC.,........„;1.12.1.11.:••• .; I ' IP, • "• •11 ...,,.•• •,. ••'• .11•'• '• - '•, .% .. . •''...,• . :..:,;•,'::: ..••••••;' • :,•,:•:...1:.;f•Zt,.....: 44,2i...4try,..0 j...F.):.„. i„,‘, tlf,-T.4,11 ist. ,tt'',1q). , *.f..,),' .. 14 .11,94 -..,..,.::::‘,;:2., •4) irl,i ,..471P,i-1.1 .iftiletTiik.firg.P.:41•14,1,.lAtii;17,.'.:.:: ,: ' , • .• . , .,..,.; .. --: .n•,7,4;.. ,..:.-.. +•.,1'. *:,... r )-7. , , ,,. ,r- 4,.,4:::•k,,...„44.: ;Tli-': ..,.--...,.-.;.-.:... . ,,ivA ill;t....-vstz-IPP:•.:Alitra:y.i.;.:..,••!:.:, 41 s• 4. ' *fi-,..„Nt•gr-Alia:r1-"'1•Al:!.4:g.-i ''••• •.• • • . . .. ••'-':,- '-. 'A ••rf./,'..'Ar..1. f.tr.t'1-14',e`-,:',fArt.,.. -:::• Ji,"*.• gu ,• • ..1 ft.tg•rii,..• :;•-A.Vot•ev.ki•••": .. 4. - - -•,-,. •• . . . .1.•-•:.. •• •• ....:4; ..,ve,„...,,,•?.)....,,,i„:.,,,,,... ..:.-. . ,.„,,f,4,4..,..... i, 1.2.4vate•:,A.,•:,,:„ •-1 •,./..,,, , .,:........• . .. .,.? ,-,..a..,-......,•• ts.,..7eg. :.,,,,,,,.••••• ..• • •• . .., ,.. ,q , ait.1?:•••••••4•••11••••;•:41%,•' ••';`,Y•A•. .• •• • „ • • .;-.,.......;•• ..•••.. ...1:.S.:••*;'sgi-f t•i•Pts r1.• ,.;•',. *,••••;..t?;*11 '-." r t iFit,i•-":". -I ..7,.: . • ' ' : . ':',' ;.' . 4,1 .14‘.........'it.I.g.,reCif..1,....b......-e. • , -. . - •. . .. . .. . •.t..-1,'...' • '''' "-• • ". • - ' ' '''' •i.•r- •••...I!! ,.. - ,l.1•11. -.e ., , ..-• .... . . ..-. ..., .. ,4,4f, pe-ri..v.-1-ii•:...1*.,Al'or,',.%*':• :-;','...";••.•. ' • . • - • . ..•:•...-2- ....•.•:17•••;;;;,'':•••, •• • • • ' - - - ' • .. .2 :t. 4.11. .,,- 1g 4r,„fe=7.,..:,:.k.•,....,:.•:,.......1-3,,......• • . . • • • . ....,.....,:::7.:„.4...,•:41,•••;,,.e.,*47,,,;•,f,•,..,,„Ir.s,,•••7!!••'•-:.titr'-i:!,, ,"• • .• - • --P).Y., 4 • •• • •'• :' ••• • ' •:• ie,f -•-;•• .r,f4....5.• /.1*...ttr.-: '''•••...',1'f, ....A...1".•.••': .••. •' -1,.,• •:,..40.40i1.,:z.141,•,4,.. .91.k.,.2.,.:•.•r‘.0.'r,:if.S„V;:.4.7A,:.!,. .611,..•17: . .,., . , - .,...L:...s.::,i r..114 4,,''1..,.v,rif.... .4,,..ei.v.•.r..1/44.14.r A,„. t. , ,r.,,,,....;;;11.1,51-,..SI.4 1 v...v;.'•:..,-:',..Pm:t:,...,:.!7..9:,..'•1•:.,..:.:'.:..:::•c..•;;;)..•,.•:....;..,/•,,i.::..•.?.i.:t•...:•..1.‘,.•:*.7.....:.:•.:•. :. . . . .• 1%.1.;••••*"---.i 'ir,lit:ixet9•0,- %.... wl, f, . ,1• 1•4 ..7. 4 .,.3 .0/. 1 p . . . • '.•34r C• if' ' •r .411. --,k,i,"...r. . . . . . . tr tiiiirAle, •.4)4i•-••4• .3.4.,,t:. • '•• • .'••''•‘•• '5iit; 1, I cil tie:e.;'%1%.„_tt 4 te! •:.!....:•...:•• ...t. ••-;,-_ . . ... .••. .. • . - \-4-ftej • . .' ..-e'.'14'4' --:. *7.-h-'4',...'7T-5.V?./.4.-n-..;•:-•:‘,/,4 - • -.r•!•:tt.1.•:,:cra•,:-,N.1 ;•• , 3--,c?Ca-4;4z Pt - f•':,;f:t••• "•••-"' • • - .r.-- - . . - ...:, ,.•,...;,..... 1,, ,1,1 . h..).:R .-r,;:. ••• %' r• .'.'t'";r• .I . • • -.. "•1'• * • • PI, '.1 , . ... • • k. ,.,„,,,, .....• . . ... . _ _..._. . .._.. . . . .. _ .. • -Explanation of Photometrics and Pole Spacing Charts © . All photometric testing conducted with standard clear • Ali Photometric Testing by - acrylic.Footcandle and C.U.correction factors for , . Independent Testing Laboratories,Boulder,Colorado optional enclosures listed below. 1 . BR Bronze tinted acrylic enclosure ' 0.54 LS Clear Lexan enclosure 0.92 . • Whenever single or twin fixtures Whenever single or twin fixtures produce a light pattern that is ' ..produce a light pattern that is symmetrical in quadrants,only _: ______ symmetrical in two halves,only one quadrant is shown,per-- ::.. .one half is reported,permitting I"3 •!Twin(Asymmetric Distribution) / .For Twin(Asymmetric • Opposite aiming. :: ,_- .Distributon)with parallel - ' For Twin(Square Distribution) • :..aiming,multiplyfootcandles multiply footcandles by two. . by two.Ref:page 5. • . Ref.page 5. Pole Spacing Charts for Fixtures with Type V ' ' : - Square Ught Distribution .. c . For parking lots or general area lighting,it is necessary to determine - fgoth longitudinal and lateral pole spacing.These charts show pole spacings,average maintained levels of illumination and mounting ' heights within recommended uniformity of 4:1 average to minimum. 150' The following procedure is suggested: .. : 1.5 1.Determine level of illumination your area requires in average . maintained horizontal footcandles.The I.E.S.handbook may offer - . some guidelines.If the footcandle levels are too high on a given 20 - chart,select a lower wattage lamp that will produce desired - . illumination level. , , 100, . 2.To determine pole spacings,trace down the desired footcandle . curve to any point between the two marks denoting mounting • ' • • 15 height A — B - 'x • 3.A whole series of longitudinal and lateral pole spacings are . 4 available.In the chart at right,combination B 77'x 80', a -- — — I ._... _. 11."lob. 1e combination C 93'x 65',or anywhere in between will produce a " 1.5 Footcandles average maintained at 16'•mounting height n 50' ' I , ' and 4:1 uniformity. .• co I r Remember,light levels are average maintained,not Initial. CD o I T 76 I I 50' I 1100' 150' Longitudinal Pole Spacing Pole Spacing Charts for V // /��/ Pow spacing Mart.Fixtures with Type Ill / Single mature. Mramastred Asymmetric Ught Distribution «� .,�. sue., r These charts are direct reading, ///�✓/ tL-`,-Adage a Menem. giving suggested pole spacings ■ ■ ,,«,,,;, for various mounting heights, �'-o,,, �;,,,,-�I bM:man. `V street or area widths,and Mounting Height 10 12' 14' 16' average levels of illumination. Width of Street 10' 15' 18' 20' 25' 10' 15' 18' 20' 25' 15' 18' 20' 25' 30' 18' 20' 25' 30' 35' it is assumed that fixtures will A„era'e 0.5 Or-�f 1; be installed on one side of the Maintained 1.0 '69. %82. r78.' .68: 82; 76 73 65 '58% 71 68 62 56 area only. Haot.CandtalF 1.5 '645 58 f54?''4fi 68= 59 55 52 '45i" 55 51 49_ 43 '381' 48 46 41 37 f 2.0 57 48 44 41 i35; 51 45 41 39 '34" 41 38 36 32 f29t 36 34 31 28 VZ54 Pole Spacing(feet) Pole Spacing(feet) Pole Spacing(feet) Pole Spacing(feet) A6-15 Warning:This fixture must be . 8" Round Drawings grounded hi accordance with Specifications local codes or.the National Electric Code:"Failure to do See page 12 for so may result in serious photometrics • personal injury:=• `.y • L5 i� 7rJ YiR y - �I '�i • • a Aril' •ye••- , • S ,..•*�4^• Light Center t 3_.� 'r_, _ c}Ir1 r + Height ito s°?;su�zz „. :: R fir•, . y t Y Y.!5.. —'4'�'•• �� t` .mot. I _,- �_mow-, ,-! •..Y▪ �:, H 7 `;+: �.t� tit �' >�. :.;t: 2 - .0,`-Zr.•, ,a.�..,;•j► -- Orr i<' ?�r-may.s,j' ;i;%-x, .i, `4 �y • fi• . ' •' � r.•!4f n t - •:$ •�11H '�:•.; 0 •r4337-1 • 'i*t Anchor Boit •. s :$.'• r ' inz- Prolacton � �tt' Ia ':;1 - ',. `I•e: ,, rh � is _ �.,�C,i Concrete Footing By Others Its y 3Y." : -' L Ys �, Conduit Opening s„ rss.?' c v' ;r+t T CVI �.-:1: --'" ,r'• }'- �,1-4<<.c�.- • •-`k •••... ,4 C• ,••••y DiaBolt Clyde �. i ... • rrrK•<a:'�5 ,7% y;y RY.•"f%-;r` Yt,�:^:-�•.. • Specifications _,,Q'. Post Construction—One-piece extruded aluminum.125" Gasketing—Fixture is fully gasketed for weathertight wall thickness,with heavy cast aluminum twist-lock anchor operation. base concealed within the post. Wiring—Supplied with high temperature socket leads for field Plastic Enclosure—One-piece injection molded,optically connection to the prewired ballast components. dear,100%virgin acrylic,'A"nominal wall,retained in an' unstressed position by internal support through the reflector Ballast—High power factor for—20°F.starting,factory assembly. mounted to the anchor base,and prewired. Top Cap—One-piece heavy gauge spun aluminum,retained Anchor Bolts—Supplied with four 3/e"x 10"+ 2"zinc electro- by 2 counter sunk captive socket head fasteners,and braced plated L hook anchor bolts,each with 2 nuts and washers,and at the outer edges by the optical assembly.3/."thick insulation a rigid pressed board template. provided above lamp. Finish-Standard finish is TGIC Polyester Powder-Coat Optical Assembly—Precision hydroformed optical louvers Paint Optional anodized finishes are available in accordance with Architectural Class I specifications,and are applied over with specularAlzake finish,mounted and removable as a one r� piece self-contained unit. satin polish. 1 J Socket—Porcelain with nickel plated lamp grip screw shell, Certification—All H.I.D.fixtures are Underwriter's rated 600 volts.A special 5KV pulse rated socket will be Laboratories Inc.listed.Photometric data provided by an established and certified independent laboratory. provided for all High Pressure Sodium lamps. B30-4 Kim Lighting • • . Caution:Some interpretations 8" Round Catalog Numbers of the National Electric Code Finishes may allow 120 volt fixtures only;if 208,240,or 277 volt continued Options Ordering Guide fixtures are desired,check with local code authority • before:specifying. Fixture Catalog Numbers °Fixture Line Ballast Une Operating Starting Lamp(by others) Cat.No. Volts Type Watts • Amps _ . Amps ? 150W.Incandescent A-21 I.F.2850 lumens B30-100 120 NA• NA NA NA t75W.Mercury Vapor, B30-200 120, 93 0.82 : • 0.80 coated,E-17 or B-17 B30-201 208 CWA 93 • . .,0.48 • 0.46 3150 lumens B30-202 . 240 93 0.41 0.40 830-203 277 93' 0.36 0.35 ip100W.Mercury Vapor, . B30-205 120 118 =. • 1.05 ; 1.00 •: coated,E-23'/z 830-206 208 ' CWA 118 0.60 0.58 4600 lumens B30-207 . 240 118 0.52• .":: 0.50 •B30-208 277 . . 118 :::., ••••':•;..0.45::... 0.43 :• • 70W.High Pressure B30-400 120 88 0.81 0.75 Sodium,coated, 830-401 208.. • HXHPF 88- ,.; ; 0.47:".. :_ 0.45 E-23V/ - .5985lumens B30-402 240 88: = ., 0.40. 0.37 B30-403. 277 88 "..0.35.':;. 0.35 'Catalog number Includes . CWA =Constant wattage autotransformer,high complete fixture,ballast, . . power factor(90%or better)—20°F anchor bolts and template, starting. and standard finish. . HX-HPF= High reactance,high power factor: (90%or better)—20°F,starting. C Standard TGIC Polyester Powder-Coat Optional Anodize . p d Finishes Paint Finishes Included in fixture price. . . , Extra Cost,consult local representative. Cat.No. Description ' . . . . , Cat.No. Description .. . B{`, Rlar BL-A' Black • B-EE " . Darkk Bronze,resembles 313 Duranodic DB-A Dark Bronze in col NA-E Natural Aluminum Optional Houseside Shield 160• �„ 6ti :w��_.; ;.`, , , ; . Extra Cost,consult local representative. Welding -�-t :; �.�,,, µaF>:,:;r For elimination of back light In unwanted areas such Y, 'k t;, as adjacent property,or wherever an asymmetric light `�? = - - r `_ distribution is desired.Constructed of sheetw rY£ 4,• -`' C r�•aluminum •• ._ coverin a 160° w.;�_ . -• ,; ? r � g arc,and finished to match the fixture. �y�Fr� '�� � -- ;: ,, See pagep a,.fY=iz. ;s ry- =f,:: 16 for hotometrics. w ' Y;r==_ Catalog designation HS a ' ' ' i1�s� a f ai- w• Optional Plastic Enclosures Ordering Guide Extra Cost,consult local representative. �e°o 6. Cat.No. Description ° e BR Bronze acrylic equal to Rohm and Haas 2404. v*• ��c�N 00 �aa�°`��a LC Clear Lexan®CAUTION—Use only when c.. vandalism is anticipated to be high.Useful life is limited due to yellowing caused by B30-400/BL-A/HS UV from sunlight and H.I.D.lamps. . "Alzak"and"Duranodic"are trademarks of Alcoa."Lexan"is a trademark of G.E. • Kim Lighting B30-5 .4,,,i1-4, -.4'-'' -A' 0 • . . _ . ,, _•: :‘,... 1 - 1 i ANNA. m ' • t- -\"'-'' "*"'-'-..-:* R.110u1_710‘*sr Ierict. MI/ ., . . . 1 senes" 7. ..11.„ ft‘, ;. 11 ,4.;4 I. . l, ,i.....44. -'''''' 4,;,..4.- .4 h otf•!.1.4... 'CIL . .. ,, ., ... . „,, •,: 11,.....,./ „, .d..4. +4,,,40,...:zett.t's-;!.---,„ ,,z,',/-t. ' ' a4`t.s ' 1 "•-sq--•','", ;:;;ce '- • ..i,o„,i..,.., .."* ,•4814-14: I'V'-• whistler villageripAll ' •-'1..1., .-1, '4''' AP V Y t• tv.h.t.t,P...ttrit q.1:::.":4,;,.. ., . V? '> '-c-1-.;.:-.:- ',•.'er-••,: * '' ' ' V c.iti.c;•`;''.?. '---,::1:,. VNE•4:10A4 . ',.....- . • li . ,,, vlf..-, v.t-- .‘ 1.-- 1 'l ' ---;„7"..4,,. ..ii•• ,..kii. .6-c-7-..eyi' 11:5:%',;:k-',:- ,r; ; Mit,„„., , ,... , .... •,-..--.., • • 44..4 pr:.:',..4,4,')4.•;:rePr'-'114'1 r"..F'''' ' •••74g ' - .....,..;',"',f ", '',-:'?'.',...'f:.l'r• '.,!4:. -4:::..-ireitt.,14-14_,,''f•'.' ',,,4`i-0.:,-Pf-,.f.::-,. -:•44E.e-, .'' bench • .-'',',4' i1/4 i st10°,!-'.'..- : ^ .4.11;fr.;':',..1(..f.1;01,t_.'"•-•. -4"!•*:;`' -<14.1.-1. '-e•C ' • , . ' ' . .:, , '4i; .....••,-.. •.)... .:.a4-.''','.:-4. -..01;1-, '4..--.; ..ti-I 4-;A DESIGN SPECIFICATIONS -,--- , , .4,,',-,...-v ...f.::..N,,:-.3, .:6,:d..).:.--..- .,1.,•:•.--,..1.1-...., .-,:?,,,, - •-1% , 4 g '.. -:'.:'.% -" e-i.,',.:1-4.4' .. , .'t,...•1*c:,,,,,,';•!.. -.,"-;-1 r--,11';; „ ' ; • •' 'j itt. •.‘.F;i?... ' .A-'4'.,t4''' '*rli •-•,4,'vp,,':1'04-', .':=-;.0-1 „ WOOD: Clear vertical grain red cedar. • • , - •-,-- - 4bc.i ,..... ,.. -.,,,:, ,;-., ,, V.ka• -lik•gs.., ,,,,.. ,f..4,•-.•..,,,, •;,,,,,_ Members are 31k"x31/2" (4x4) with 1/4" '-' - - 1- --".- t'At ,..,04*- t •*, 1-*-•-• : „,-- • .!!-, • .4-,• I. Ay --.-- ,. , ... ,,,--- ' ,i,•0,. ..... -,,, ,, radius edges and ends - . STANDARD FINISH:CCA pressure treated, cedar -, .,,,- ..:. . ,,e,....IN /,..:1•,... . i ".• 1,,:e,..„..--,-,,,-... ,,J,,- • , - ,-,,,• ) "; .y., --:-.- - I . . . .,.. - /- . ,,:....>.•:•,..: ' • 4r..lit:74V;I:-.';;.• .it&... METAL:Mild steel 318-x4"precisely fabri- - .;• •••••;,%•"'' kol'"""4 • ...,,,, .4v5.• .$4,-/.;, - ,t . .. ,‘ .,•:•.,,.,. .,-...•.-.• ..?: • „ cated to final form. .,, -......,-.,-. .rt -:....--.••••••••:;:d.-••••:-%:,,•,t;-••`• • ..... '-,.-:•5.•0..Vify .-.74,2•;r,•5;372:,..qtr....4, . L..2,0,1::::-.1,40.-;.,?:,4,1$;,,;,..-,,t.,:e4s,.-,•:, •1„.K., , STANDARD FINISH:'Heavily coated with „••...-:,-;,..:'s•.,,,,,:x,4-,.,t4.54,,,,,,,rar„,44y.*. -:,.p .:is•••,;--1,1,-,p+1,-,...,..,..e., _re,,,,,,. ,:7.- ' ,1 ,.• -..&ts.-s•-,....uNzoct„,•wzro• ---,a...?f-.-:•••1-4, 41....7.,... ....-,,-..,.:7,.....* .,,,,,, powdered polyurethane electrostatically - . ,.' 0,..,-4,;1,H.rao., ..„-.I.A..4.1:4 _A 0.--,.7.4,... ..?,,,,,....2, „,...:.._.. ;.. applied and baked at high temperature .• •t••••1 ,tt'*-4-'••••`Fcif,i-c•^7..44,7•51-1 ft.+11 stc.,,..".:4,:zeiZe.--:::::-...::-?"-. '.'," 4 4.-4' , .•'.1--.;••.':rf-,e47,4.Z.M*'':'i."'kfr3 %.:,.. ,W.,....-nii.'1'-''''..-7-..tzr•tt'..'"'',. too mar resistant"finish. • .:'.17 1:1,,,-,;,,7-...:-...,;::,.),,,„,,..-. ,,,,e,7.Fr,..„-,..1 k,,..- •,...a...a,..,„7-,;.•:- ,---:7-,.--,z4-,,.., ... ,I,,•,,,•--,z •;••- ----;-:::•-•,-.....-:"---;:- •-,:,-3 4 -. -.Zr-"-'", 4..„...."^44.4. 4• "‹, . . '• COLOR CHOICE:Black,Northwest Brown, • . . -.,1„:- --,•••.-: ,--::,----•----,- A••-•.-•• .r.:-:,•,•-:-.:-..-.:1-fs,-; -:4'....;;;:- 1.**-' .; ',I-, --.,;;;;;!7:,',',. •-s-,,-•;,.:•;';:i'-'"f:T.'"•'•":;ii:-...,,, ' -.--'••••••••••----.,...... — '" -Midnite Blue. , • - - - -4,.,(*. -- , - --'--• =-* ,-.••• - -i-— , •:;•::":•:--r•---••,•-•-•:x:::---z-r••4*:. •,,,,,,,,,,...'" • - ',.,.•.; •-•.."--t-,•,<•:,.••••,,, ,..... . :-.,":..4.44''''''.....''..,,....--•••,•••• -- HARDWARE -Large diameter flat flush - ;, :,.. f,--,-•,•::-,...1.:.,-;••-•.:•••F-fT.-i•••%. ,-..,--...:',-.A.,-.. :•::_'..;;;;,7„..,,-,:zz•.,:-.7;,-,,,,,--.-:- :.•,-.,-., .head bolts with electroplated brass finish 4......,,,,,,,.„.„...„... ,.,_ .....--„.,,,-........,..,.... - ......-, ....,.-,z.-.)1,:--.-,, ., . for all wood attachments. • i1/4Z-f::1;;:-4-4;t:-0-41- .--71v., z;-.=::::-.12---,';':::,)-:4,--.-i-7,-•-•:;•••••••.---r----...-. - , •,- ,---•• , -• --, • ••••=,,,,-.--,,•we;7-7,,',,,,-,'A',..,--,Cro.' ....j...:'• ' Special vandal-resistant "MAGIC NUT"DA ' -, "- •'• ', ,-- •-•-•.;",.:; -.., ,-,•.--„,,,---„-••••;,:-.4•,'•,,,-;,- ,,,-.-,,,,.. „-- -used on all fasteners. • , ' ' ' - •,,- ',, - , •;,r, '-,', '•"„,:-.. , -- • - - - • , '• ' --"..' •- ..• • -- ' . --- ,-,'.-• , - ,- , ,,. SIZE: Standard length is 510" seating height 17:Other sizes upon request. - - BASE DESIGNS Free standing, Inground ---, • t•;,.•••:. ••••,•• . • . NtZ:itt::,-:" ' ' • OPTIONS:Call collect to our main office - - .- ./"."-....". • -: •: -"' " • *:=';'•';" ••'.- "'for Information on custom woods finishes. i., sizes and other design modifications • -;••• .. • - ::P"-..--,•,••:.-••,'• .1, * " -I• •••••,:••• its : • _ ,:-.:.,,t4 "0.'... ;-• •• -•,fr. r.7.71,777r.,.. ce.a.,iy• . ...0.4-.1-•• 1.,,,,....., 1.7:1, Ki....,„"kti iii,,,r Tr 7.5 7.51 7.52 - ''l '.1;4• ---szo=sia a W A i. - - • 4 I li.t(4. T I I•Iiir III III 1,i iv( I 14 ST .: :',- • I.1--V-5"--H i-7%'.-1-714*--1 i---I--8*--1---i . 114" 114 314" 314' .., VIlk1 r"*.:'.*:,:7•7%'_.".Z.14.1,:.,'.'.6'.. .If I. ' •' ii .• --I:• '--*"'"%C.,/,...... • • .....i.s...., ' ' • , '-,......y,,f......i"1-• 1.-"`W/•=.', . 7.6• 761 7.62 -... •.:- : -•,..-.:.7-•... .--.--', •'' ' ' .""-'• • .,..','..... ,:•:.-N.N.), - • /7.7... • • • •••::--,-..;,-'. . ••• . . . -gh• '• e• ..': -.\<'• i'4`.-i:. • • -\.....,. ..:: \'' `• - i-• 14* • • . \--.......Z.• ..- .. N I... 14 ••• *1 II•• *1 II•• - -,.. ....-.:1, ... -,',.._/ •.. ....... I rr - • • • - . , . '111, ,;.%• , .1,... -, - *Nt.... _ ....._ *Ea..... ...-..... .•t.;,... : I.i_____,•-5--4.2:1, I—io--1-11---1 1-e-4—e-—4—r—I ..-. .....,,-,„... •FRANCESZANDREW INC. • • *. * ' '' ' • • ' (206)565.5397 , • • t; .'. ,. . . .. ' `•• , .. ' , `' fie• • • • i'if i nI•.- - :-? ;I. ; ::i a:�t71 't : 4 , -_ �' `v'G°'f'•i_: .%•.i• } t. • • • • • • i 'a '� , ' i t ��• •.}zs %i• : I.- .�4y_ �] • 1 ._ ... : {^ a' �•F ` . ?;.. , .Ty .. T : fir,,: ' r � • • I. i� 4; I• � V � f •li{ r, ,: 3 ,. •r. +• ` 1. 4' ;• �c -, , :i `13 -i•• c.I '• t e � Jj.. .: .'•�:'.1•.• i.1. ;1 ' ii} i .J�, r,. ) 1'1 - `-1":��•':C t''4' ��]"�,"•. .\ 'O• tr _s%ir�.,,; �• ',.�i�}t,+!\:a.4.:.;.,, ! ,•• •f�. f f .Y-. tit 3y1 r X• 4 r_ •i 4 • :.'1 y7,•.�t'• ,: _i':SC _ L _• S' • t}.• I�1'tt�, 'l' •,, .,I•; :`, :,,- 1 :! 7 i. tr: :,•• -A J. } T:, 1'U. _ %'r. 7 . .•. • - . I , I -; _ tom, 1 ; .I: • ci '' Jam , :•. ., �? � .:' ••J� jjjj: " '• � ':1 ri • • 5. • J•r� ,.l i ; S t i:;, :•::.- i, ry ~' ��,�. V1 it 4.,, E 1 • • -r.:•,•••,••:••••':.,:.:•••1".,:i'••:*::::.• .' -•:••-...;•••••••••.--:?.•:••••,- F.:•4-',----- .- - •-•---,,-•:;••51, •)-1--er-17z•-• ••,5•7 ;,,•PF,•r;•• 2!,,,.'•",••,7.:.•-•:,...4:-;'••.• :.•',--.s.=•••• V!."•';!•::,;-•-.721•12.••••li.•.f•:-:..,'. .-11::.•:-.Z.''.:-•'.;",-:-"•.%4: -_-.1-:-•- *.:-•:-':-..•:•:*-:.-4•;•-•!••••.,r.i.,••••••:•ti• --.7:-. • t'•••5:-:-....--.- --.: •,.. .... ,,,..... ;...,,,,....,..,,...:1•••:. ,t„...!?..••••••••••5„.:••,:-•:...r•••••••,-.i : .;.,......1,,e.-..,::.:4*.•!,•.-,-.,,,,..i-,-.,-..:-.:,• :.0•••••,-;•••••••:'s';',..•.-2.•:,Y.''.;•.*----,`•-••'.•• ,-•' •••..:••••::. :-t----:. • •- ••••,..,••••..--;••...•::•;i:•', • -..,:,.-,.:., ••:.:::-.-1•(•',.;•••;1.;•••::•".•:;•••f•-•• • *;:.:2;•-,?:' ••,:i.P.,•1-..i.:-.. ..•':,••••:.!-• '!•-•:':,:•,•'':',:7.;:-. •-i•;.-•••••:*:,••• -.••1.•:• • •i 2••••*--*-,.;*':: ••'.•:•.;.••••, •••••••••••••-••••••;:r:F: • • ,. •• . •:-':•:'••••••,-.•\::::;::,',:i',5;-'..`•.:1?•::,; ::;‘:-•::.-.:;.q.:f.,.t,..t:.••;-'`'itrft"'*•• „;' t t...:::,•'....:.••• •:;;•••.•:t.;_::,:5•:::;:,••,•-•••:.*;;;;•• :.,•!!.f•/•..•••••••!•:;•.!.....;',::::;..i.:.•.' - ---." •.--r.:' ..%.:-:. -f•t•-•;•••• •:::-:-:,.::.:!/..:' • t! . : 'J.,:::;,;':•:•.•::1*:si„_17.'..;•I'rttefr,..• ,„..,„:?t•: • ;, .1.:•1...•::•-•::::-"::•%:?-**-^;i51:-•;:-.••••"7;,•:-,••••i*v.:!•••••;:;-.-'7-7*--,--,*•„,•;:.•."..::.1:-;:ii...,•••:,:7:,;.z7.::;!;•;?.::-•••f;:::::--.:•••••::• :-••.*•• ;;•*,', :.:. -.•-z-,;:T-'• :•:-:-.•:•::-:-Yr ,-+-i.....*...... • . • .;--- ...W•-•:•?.;••_;.'''',.........;:-;;;•*0.‘rOXSUrIE12.1.•1.40. .4.4.1-1;"&4•••:.1;..:.1.0•L'u./..:..11 .4.'7'.'•':Prfki.,,,......g-...f;•;•"..:•••:,::;:•:**••-.:-:.-:...';*; •:''...:";‘-:•: -•:•••••______,..,.., .•:•••;:..•'••:.r:::•:.:•';':*:!.C(-:::•.:f*:;:...:5.':;•'•r5.::• filriSlIZI!'..•: ::404.2;:1:.•:.i.; . . .:. . :: -'.2•'; '-"•• ' ,-.'.••';'-;.•,•••:-•- •:•:•,:,-. i:•:.:;-.1•••••••••..••••:,:,•:;*c':''.**J 0;•••,,,tgrprsci.:7! ' ::-•.:-.••••;:i':•••:.::••••:1::::::-...ft-:•;:riTrkr•Pj: •:•'•,--:,;:.,'-.•• 17.{r4;atti..P,..73.717.7:-.1.(.;13trn9np.:•.„,.1 •...7,::::::::: • .0 ,•,• uj,-, ••••u.r•, 1,• :'• ;'."-2.-...-',..-',.i'.::-,:.,:-.-:•;-i-:.•••-,..--:::::--...':,...,.: :. ...if,.;.::,•,:::_if:L:c-,e,Fxr„.!,.,4i..,,t:!:...-o)0 tin..,....,,...f., •••::•:-.•:•:-:•:•:-:-•••• ..;7rfir157r;:::,.•.-: .'"-:.•-•'"...!;•.'-:do.1....C.9••:-..;-.11 s War•-,"',..t,.. •Vt..?'•••;,..0,':::;:at•i":1V:.;,'•:;.::1.i:::::-'.-Y:IffitIt•-•::•....1...!-;.-irrillMWM5-1 .77-'5°It7!• -•-7-21-1Yirls. ,I.:!.t....••-f.:' •:-:..;.•:•:•:.-1.- • 2• '...*•-••••:.:'•-••:!., -:!:'.'•r...................................................................................•':<111.. . kl'EgiVigirit4irt•.: ••• ..*:.. •••••:.""•if'V. ....*:-..::••••,*•;•-:,'•••••?.•:.i-*:: •• .-. :... . . - "."-.;;; '-':•',.....7-- • •• ' •••'.,. ,-'...••••.i-*:-.-.i•--1:-:•;.:4:1'!•••?'.:•-••:.••••i:•-:''.....,..e4.:••••!::::;-----:.:•:',%:••-•:,:-'4•••••• '••••'•'......-':•*::,-.••• .•••`..- •••••'•••::' .i••7-',:':-:'':•..i;.• .;'•,.;•'; ;::::'..-:-:-:"•::;•:• -' • •• ..'.,• :::••••....-....::::::::. , ..F . -.. ..r.--••••.!''..,.:--.....-::......-_,...::-...:••••...:-.fy ,...-..:•:::•;•?;f••••..!.•••:::-.'•••••;*. -...;,.."'•-.f:-........••••:.---7..••••••::-..!...-"....": ..-:.i:.i...•-....-:.: ":::::•-:-..i:1,:.-.--:...,••••.;•.;,......;:•-•;...... .....,.:::::;.*,...-...:::-...;.:.:.•.. . • .••;.....;.....,........-7-..f.,. .-.......-...v.-.• .........- ':•1'.7••••::.•:-•:•." ...X.:I:. . . . . . , ...-:•••••••jif•k:-:;:- . • - • 1 ..*:;:'.••'......:;•:•:::::::: --...-.7.-_-.•,.--:, '.:..".--. •• • , ' . ,1• -,-.. • • . . - : .. . . :•-•..,• •• - .:.•.....•••••.•.•.•-• .. .:f-•••••:"'. •-.'-'..:-::::•::•='.:- • - • • . tO a 0 t -2 -•- • •••• •-• •: - •z-- • • • . a.... ... ig . , • • , . ..:• : . .,..„. -....:,,,,• .. . _ ,,,__, . . .•. I . / :•'' .. \43f\WA4 b. 0 0 V ••• 2. '. .. • ..: .. .. . _ if-1••••• . . • ' •••••'•'•i'.:• .'.. ,..;• ' • •.••••.•••••"... .1; ••7;;g:•••-•;,,,N1-‘. ,---. - *. , :*. :' . *. -• •• : ••• . • • . -.. . - . .. -. •••'-ii •,••/.-.4‘i,o• • / 0 0 ii••-•----:" " -.---'- :- •-!.- •*:\. '' t•-,. . ,.,. . • -.* -T..-; :;,1-- ,. 0- ......-- •1 • v -.):...•.;$ •t:O• -. • •-.V:A...-‘,4-•' 4',-7. alipi9. •-•:.•::::..:-.:-:-• t••.---•• k!7. ,..'Pr. ••• •.• •. '..•:••-•-• : ' ••••• ••. -.• •-.::, :••*;-....•\. .. .. :.*.•.• - .•;:r.',...•-•..-3••:- li'.,"-.!!",,I): . •, . - •- • -. • ... •••-, •••••• '•:‘,.•'.....-..,', ....: s.,%; .....,. - ' -',.:0 (4`•-..-.., :• ,-•-• KT'-...- .*:-•:•,..'!.53.1-• :•.. :•:•:•::: \ ... '*--::•/.',..r. .,'•• *-• -• •-*. - - • • . • ..-*- - -•;.-.7.•:'r\--.•• • \• • ., . • • ,9' * -. . • A --•li.-'.*:••--f -•:'•';••:f•-•::•-'-•.:: .•,''':•'-';'-''''' • • • •--,--.:- '-* •. •••.. ••--:- ••1.1-,•-•••-••.• .. -••• • • ' :.,• ..-‘1 '. • •: -• .:- :4:.'.•..i.e% :...::.'-...'".• '- 7• ::...':••••::::::::::• .• ,. • ;..•.• , •. ••:.. : •• • ..•:..,: .t• .. . _•..i......,• - -•-• -..-••• -.- -, 9 4.:......,,f.-'1,..',. ••••••••-••••- •- •• '....7-•-'2-1:"•--;•• • .,•••• • ••..--;.!...4 •. ,• .. -..i...• • . - . .• :: -.• ..: • .•...,...•,.-:.„.. . •: .• 1-,.._....-,.,,f , ..,..........f.:4.,:....•.;-;7•.,• :.,,,, \i7.‘4•%.:.%.?..-:••:,;•-,:,. yi.i.::.;-.F:...i.e.,...:.•...... i 1•...14%.41,6/5‘f ,.;.d c• • • ::•::.' •• • - — - ..-••.., . ...- •••••.:•:••••.••, • ,.:•••,•;•::-',,,r..f...:i..•-,..... .`..,-•,...7"/:..,.•::' it•.,••4 .. •* •-... . .!... ••-r......i.• • ••:•••:::••• ; -7-•.7. •' .-. •-7‘'.??-:::•:•• • \t7..:Y••;;?::•f-. ••:!!;%-•%':: ••:-%':- •• SIIIii- --e•1••-at;:71 :r - • •• ••:•-4------'--..• -' 'T ••••(,,••.• ‘• ,..•F.-‘;'.' • . ..- - •v.: ••• '.Z.•• •. '-:-.:i ..'..k ,_'..74,•!.';,-'•:::.::-.-•?-:,.•,.. - y:••••,••"%ikii. • --- . • L •.:,..„- - •-••• •-.....*:-.::-. ••'.': - •.•,N.--;•••••:'-•- . .• =a•90.9....•.• ..:- •1••••••-- --'-'-t,-..‘!. ...• -it L.••.•. .: ••••74 ..1 • .. •..p.;.•.t...-::...• ",:lt: .v.. .,,..-,. .t.-al.•:: -.• - : .••• -,., - . •,, taikt. o` ".. ! .-:-.:•-:! . - - • •••-• •• . -•••• ••49A-.... ...:,.. •1-tir••- . -'a• • *,'...:::-.; . ,.. •'-...•...-;.::•:.:-•.: .:.•-••,-? -1::;.-.•••••:*..-••-:••••• ':..*,* ii1. •' •-• , : ' -: •:•-mv,"...-•,, --.-•.; :,'• •7....,.. . - -;-...-:.*„,•-••• .-...;.:;'•:.:•;!‹: :!......-•:...--,..::...- -4•:.--. . . •:: z•-,.-.... ,...• 1.7.-- •........i -0, ;..„.-..__t..... ., .2.:•.:::.:1-:.i -..............-----.•;.., .,... 1 : --•••49.6s,,,,;.... --?1 l';' • • . . •.. • . .. . _ ': /. '*.' •-..:.. :'• . : : . •••••: - / \ • '.- 1- .71. ) . ...:•:•:-.: '• •• .•: -.-....7:.: -.........:•.t. •••f••.:•-••':.•-;,-*:;•2 .-•.•- -.• *'-,-;:,• - maii . . •. . • -••:.:: :'...!•;';•:' .:!..•-:F‘ '-`.7--..•-'', ••••t•••-",:•:','••••.•--.:•.. . V. .... •• . . -. •• • :. . ...:,- ..... .. -- . 11111 . • ..•••:•:•-.• • •-r.i -,;-'-0-:-•:-....;:::17 •••,-:;-•'..?..IX.-. ..1%;..4.z-!•.-:•:••;.-:; _-i7'::, :iii_•• •••••:..".;:e.;Z:5;7-.::Lt.,-':,:.•• ••••••••:.;i:...;..;•:-.•:!.::-•.::;--;:ti'; ...-;,:, -..4::7.:::-.F.7-::!,-;.;.•••-- .... ,-.•.,t,;!,:•.:•417.:•;!!..'k.;-..:.-4.:4-'.-^,--:.L,:,'-:-(r,-. -.-`.-ps•-;,..-0.. 2.•:-: :::'.7.-.!:=-_•:*-:_;_.--;:.:*;.!;:t.214::::r•:.-.+-•:::."-_,....:_::_•:•!'-.`..:•..:-:.:t•:.2.7‘.4-'-,./.,. ......_‘t.,--;;•••:„.111,../14:•::•;:-.'!:-........•.;,,*::,:•.-.7.4_ ?.•Ts V.'-•,.t..i"* '•;:--;::7;•:•; 71.:X:?... .'-;-•••• ••.%r.,•;!:.4-.f:;•••••::'4•••:e‘:• •*•,-.N.,;;; ...._14......-•-.•:- .: ...•v-,...-..1....--.:••••,...:-.;. ..,..:-:.......;..::..•..L,......f.:•;,f....4..., -.• ... , - .:_.-:-... •.- ..-s:•,....._-_•!%.7.•:".7:•-..•••• ••••.....tri. --:•!,,-\1*.•.:•-__".,--t:1,Ci••••1.,•:•••.1. :,-.i7x,-!,,:'•,..-..;.-:. ........ •••/:,_.r.7.k...,7„,••-•:-..-..,:---....•: , •••...•••••• - ...--.:..•-•••-:-:-- ..-...,..1.•.-.•• --.•, -"-•-• • - -.!• .. . .• : •:/ ...% ":;•••:'•;..4•1•.-F-.,••-•.' . .--f.. •.•••1..•••• .:z....• ......., •••.k - - -• •. •• • . .1..-,...-/.." :•-•-• ; - :•••2-t.:-.•••,-i-x•---... •••,--,..::. ...,.. :: -;-I..::--- '';:"..•'"': ;•.• --••!•-•.- . • . . .- • • • • • -- - . .. -. .:. • • -.:::::1 - • •-.•- .. ':••ir.-.. ,..- ,.-•-.....,,,,, .--,!z--; ....-.-.;:-..,:;---.,i-.,-:..,,:::-•:..--.:,-,••••.:-. ..,....:::.i , ,,,...•••.•,-,,,,-,-,-;--,,,,,, ..-• •-,-, •••••,--2,...,,,...:-.-.,,,.• .---. ----,- .--.,•,•-Li-•:•-•,..•...,.,,,.),....„.„.,. .••••••4:•:..:(..:,..-.:, ...-.--,..:.--,72.,,:.---3:-...,...-;,,:•.-----,--,.*--.-:•--.,.--,..t:,-.,-,,,, • •.. ....5;•-;•i s.,2;.,,:-..:;.- -- ..:---... .• -..•‹-.,. :.....:-.i...,:-.•:.;,,,.-.--,.i.•-_,•:.4•.--.••;--,...-_- .. . „ -...-.3-i-.•'-•-..:.-...F.--t••: r: •::••...-•- !...Z::* •••i " . ••-- •• f•-.•••.'••••••: '--..::/'''.- r •.• • ..., ''•- - ..*:* '•.,i.. ...:.:-,•••-;.?:;-.'-fr,:i.:12'..:1:%:z-•*••4- 1:••'A4.,..\ • - - •..:i - -,----.A.-;.•;;•.::„.:,:.•••:••.•-, C'.si:--.':•:;..-:::•. ..: • -,•• •• • - :-..:••-::_•.....•:,.•••:;:-...-.: • • '-.•-•-•:'••••••• 7 :.....::::•,:.:.;.i.' •:•:••••.:::•:,.".*:z,.:7..?,-,:..t•;••••1*.??...-11 :'':-:.=•:&,14': •.tff:'•;-. .:.:;.?•:-;i..:Z•,1:.;---.1.t.-i• -:-....'It':-Zs3. .:.?•:f.:.::..;;--...1:;.4f::: .:-...,.....:57. 1:.'a ;**1 •''..'.;.'• :* .'... -----:•'..- :"...."1.1_,:••• :."-•••-:2;:%,,:-:e--......',..,,.:3--.1.1s,--,.,. •-::•..---=.-;-, 4.•-- -- -•:-:••••.:::-.,---.:---.-...--,::-.-- ;.•:„..,.,-;:...-:•-; ,....,; "..tK;-'''."-TA-t-.:•44:-..-.-::,?..- .. ---;•.7.:,?, ..'--:-. '-''------z--z:•••=4;z:,.-_--;'...--•-%'.-4-..X-4:.i:t),-`•:575*-: ----"••• -•-"- ':•fl---..:-..:•••,:-•,,•••-.--"•,:t:-.z.-:-..,..--"-,-----:•.•,7•-:i.z.-11.---.'',•.-, ...F.:•i.- 7,_-....-1:',:..:pi.:..:,•-- ,--:4,....st... 3,:.<1.,:d.:'-:i5;?5,..:1;,1..7;-.,i.a..:-.:Y.':`...?c*::,41..i.., . Z.:;E::"--1-Vill:1-,..•-=`,.:?.':;-\''!-.7'.. /.5.Ar•-•.•;::.t,si,_.:-..-4-•••••V-1 ,......-.., ...-..4%.--.-,..y.,.•-•.,,,N.• :s.:./j.:,...-..• ,.. :-r.•i ---„„:,...."7"-..r••••:-,:*"...',..n..---'7i-Ze.,-....,..;,....1.------ • •...------r-t---•r..--...-....--;.--" , ' '•--Pi‘-:;,•Z:5-,/f.:-:76.•S r• ---,:' - •::;••••:-...-.14:7,:4'7;:;•:,5`;---. , , •-•:- .:.--, .-:.•41.-...'4,-;. •.3' ..• -'• •••..--:•:-•-.7:- i'. •*---'-;.•-:. ',-.,•:.7-.--_-_-._...„. ?c:.--.7-•••--1;3'.`-,•••••••••.' •"-;:.•• . - ..E...i."4•1'.,*---..-,..%-e4-.-,•••'1".. .,;_ •...:••••7.7,-cz,-:..--• . • - -- ' . - •,...1.,...-'•:*- - •' ...:,.*.- • ale's:"*.'-7::,.....-• - • .' ..t •?..Y.----.-.-1-.,....' ; .c..•"..'''....,..-i';:-••:-.':.:7',....**"..---**::;".--------- _____.„ • •::-..__;:-..---,-......,..-----. .........---, _ .. 77 . * 7;•:-...:•:L'::--:.;.: . ......,.,. ., ..^,-;*._..?÷-.:-.7-:::7"' * - -- ------7---77--- tir'•••:--7yEZZ- '...V.,•,-• -1'."....... *---3...... .--•:•--7.."•.--• ...1'f.. •:.,. -• :':-.r.'.2..-.i'.,:...t-',!:.... *'••:' *.:-.-.:.:•;•'-•&..:-:-••- . ....-- • i'• . . ...,..,...,f•-•••7.-. 7*-- i*::':-.2--:-....5:•,!..- '•-•!=•••4•••7.i...•:f.,4-"it.7•40., • ••••..;.•!,.., •• ---r'•-Tr.,::3 - ---r-.:•.--'2;-.V,:••:.:; • f.---,-';;.--•c..-_--1-.-7‘y-rxi..,, . :-?•-''''.;:;:..-3•-=•-•.--,•••:-'' - - - --• -.. -- --. : -...,i--..-:.......s..1:,_ _ --:•-. 40--.,....-_.T:-.-...........:...........„:„-_, - . • - t .>•-:-- • _.,-- - •-:-- •--,I.,..•••-:-...••-•.v:f--, .;:. '..-: • • • -_-'''':1't.-7/7;-: -•'.17.*- c'-==-,----_-.--7-=--- -;i3.--- -•-•.--:-7-:----,..._ . -. i i-.,,.N.::_-=. , ,..-..--7-"- -.-;;;;;17--:-7::-..._f:-..-Z•?.,*.1-•-ii,f:•••%!,-';:e.'s:.1 '..-.','•:::*; .7-'.1-:5----.:-:7•!..::::.-Z:-.-ft----q-1-1-'$...t.:"i.lkt2.....ts:‘".z.!--.?-..-1---.•:.z.--.;;17.'.. -:---f- ---- ...;',-•-,....-r!i*.;•:•._7--- _....„" ...4:-.*-1,:. .. -. .:..:..•••..--.:.-.-.,,-....1.7-.A1.4-.4--..:1.;•.---.--:-,--.74.,•,'-r/••••••...i::'-4'.-•‘.4 ,...-3•-%•,..:1-..•• ..., . ,---•-y..-.7:-t_c-,.A.,-:-.\•••-•-..,..-.i;•_:.4- -,...-.i-'',:.•••,•-<_',.".7,'',: ... :*3,: ;: - ••?•...1;":--if;:.27fr.c......C.:-.1.-11;:i•-•4•7*:.?•-i..-_, : .t;;;157,7-=F-e•-•--1-•k;r:„. -- .,..;-'," :•i'''.-- ......_, ...,.%,.4//1-:•..„:.•<,,,I.•,:t:t. •-•:,.•••!•.7..,., ,,,-----;:,:•\‘.:--;:• f-• --.kr:!-.•••:-..4% ....rt-• r./.....:,. • •! ...: .••••.•:•-•:••-it.'f:••:•.!:- .1•7`- '....Z.Z•••:• ••••%74. ••gr..r.s.:4./::. ...-•••••••• —• ..,I4',7.44....'"',..,r,;•"1-sr •••••,,,,.iv.".•••'.:L.-'-1,-,--,-),-- *•-..;.1".-“• .;" ,•• • l''''.,--.:.-n":.mf:•:--r-r.,.'7%2?-.::**-• 44.:::-•`"%,k-,-.,•-•; :2-_.1.r..,z--- ::, .: -.-- ... _..-.:*.:::..-:-.----,....,..-.--4=::-,"::::::..../7.r.;'°.'":1.1,--...:-.t.,--:•-•:-....."..-!...-n:.1..%-:)... . . :::;:-:...:Ir.-:::::::.,:.:.1:•*:'-`;':-.."--.7::: :'-''.7 ----•"-- •- -.-.• ..--_---,-••---.._-..---,*- --.--..----:•fz_f-%*-i--..-ez;ZA-C-'-'4.;:-7.:rf?'">;,,..-:-•• - • ------ --*'.--•-- • ------: - --•e' .1:f •••_'7.....2 •. '• ' •..7-:•:- ,..1.-••'...:-:•,_-,•.---.... .. • •:::..: -:.•••r.-;.•..?.-•,•:_''-'-‘_--- ..,-.,•••• " • ., -2-;..-- ._•.",-.•!.--•.;;;,;7)*:-.•.t.:.. .t.,,.•:.,, I::•:•'•:"-"-IL'...;:-•:..- --N.:3-0.-t•.-:- ... - •-•-••:---...---.._ .4'..--."....4e..;• -.: ....4..... --.. ....f.---'`...,,,:...:; ..-..--_.7.•:%.,......,:.....„ . 1:'`,...,;:er..,::'A.,:.,-,,-.',.•. . ..)., . .....:.:..L.t...:.:',7"?`•;;;".•k4....r...';•4•-•.' — •L'Z'-.'-:-•••••■::-."•••••46.••••-•'' '••• '''....,7---•--'-•-,. • •-.•-'"•-•••:"•-••••••-••:••••-•----4.'-;•—• •• -•-•'•••••• *— • ""•'.."'-/•'•-•" ••••.•••- ••. • .,..r. !. %. .;2•...e.7Z-....-,:.::•::•,...-..,..,-;I:.;...,..,...,.._....-."7••;:•••••,-.Z.----•*---, ,_ ...____------ • -•••"'"".7.-‘'''.•,---• ••••••—•ism--•-•••'-'.....•""'-'7'' • ••;*,.%,.'•?,..:•(..7:-. .*•••:-..•i•:,• ;,'•••:•">;.;/•.'•• • '•,-:--'••••;".•"••••*".Z."-,:-,':•'•-•;;.•;;;?;.•"1,•?;:::11/4:r.".1':::.,•77.•Z•-.7.. .-- _1_7-.- __ .__....-•••_—....„,.. . .:••••'";?*;-!•:;._;•.•'...4.i•••••••-••,.1•:••;•••;:•V '2.i • • •• •••:.-••"--;7'.:---o-r-••••:/---•:1 ,,,• ,..••:-.f•:_ ,-.:*:;-:1-:•••E-••::•(*.••.r-'"..,-%•;.• .,- ..--..--. --z-..s.•-• -.--:-.7--' -:-:.- .--:-.s.-1.*:.-:••• ••' '''''..-..---v.--,•-•-•.%_.1-.-*:*-..1 '-'•,i-`•••:-...•- ,,. ..:.---:•••:•;:z, -.....•zr:,_,-...•..c.t:.:-_,.- -...‘-:.-,----.::-:.-- k-: .-,----:--7..:-7-•-:•-'7•.:----,--...•z.---- . -:•:.-:.-_:.----•-'3-,s--.-....-r-z.:.•.,.\:-..%-:.c.:=::-:7--.t...:.•"1.....-4.:,-....p..,•-,"..... .: •:':'. '7."--"--"--- •71.0.--:•-:ik ''-.. .:••• • 7" /./..'••Z.,--1:•..7' :1.-•-....r ..ill'•.:..f.•:. .4-*7 •i-r-r:!:7':.•: -r•••••''..- •:•-••:-.:::•-:: .. 1,1,-,•,:i. 7:••(:-.',.•:,,, .., . -:.-:.-••••••.-...;.;••••-•:•- - -'•••,::•-•?:;•-t*:':_...----ks ••;‘:.f.':-7.7..:.•::•.;;7:7.7-:,'..fl'-7::::%".;.t.....!:..* . , .• •17*•.....,:j-:• ,,,-Z:•••:::.:•:....-,...: ..T.: :. ..:Z.!..*...*...-:".<'.....:';'..'.....:f. •••••••••••' ... ''•-•.te...47-.- -f'' .•..-q‹:._-,•.;•;,•?••.. :••••7-'.-:-"e,.,•--..;••-!•••••F:-1.'-••:*:'-..- .. -.... •' .••-%•••;-."-::"':•. '.0••:::•;• .., le-:-.:'•!7!..-fi1.•r-••;.--:•••.-.`..•••-•'•••••••::,-Z:..iiiii.^ :.'r ...";.1. '•;;:',7=.• .i::•:-!:'.;;-.:;.:F:::*.t.f7:7:r. :-?;-:-;-`,1. :.:7.s5:-Zi.-ti•:1',..'?•-•;%•';•: : .•;-. .;•.Z:•;,. . -:: ..7•••;:-.:4•7.. .--;;;•:- •-.-::••" .... /•!....,:; :•%."4.';:•*<-:•_,';;•-.•.:•.:.);.;;;;;. /* ..-.---':• -..•,:.;.. -......--4._,. -..-e•-;...... ....,..... •-t•-..:---•,..:-......e.:-:..-..z-.-••••.:•-..; -..:-.. -,.:.:••••2 ,--..,••••••.;•.•- •, :t ......:.:.,.::.•-••-•,•••,•:•.'''•••••.0...4.4-...;.%.*'•-., "....It...:;-‘'7.....•::- . .. -'-***..• -' ...:: .i..:-:..r.•.-.... 1 :/:• •=.7-: •"!...:.e..:V.,‘"it.,::;.-:••::::.i."4.4...,"-.4:...*:.."......•:$•..:"..*..,1:•-„.. .....,'..-..r...•..;; ."••••••.-.4.,..";:::?;:e.:•::•:-.\:..,..`,,,•,i.-.....) ::.:..-...,,..11.,.....Z'•••..C..,"1"".* ..A. ..t7;i.e.*-'.-•••14.AN•:.:1:7:-.....•.'-'''...*:.••:.4.*:•;:.*:••-:*'..t01•%-Af7.1•••••:;Yf•-;.•4-.;*:•. .'..;-....\''.T1-.. ... .* '''''',i.L,t:.::i.•*.-:-. -r•-•j!,-*:"..---.\":-?".;x7:el•-t--..I.-i.i:7-.:••••.--• -.-,-.7,-. 41111V ' JP.'•• •• Y.'::-.-.;;7;'..:•.3.-'- •:_.-.: •-••-••. - :'•••.-:".---;,..A./t.Z.:;-...7;:•-:.--f-7---2,11:. iY.--':;;if,',./:f:•-•.( .7...:1.‘••••e': i,...;.:-.-;: :.1'.. .:- .'"::...1•:.:-••:4F:"..;" <... •••'.i..i:'•::- .‘ ":.-;.• ':.f "-= .•71•';',' ...*---.1.. -... .:; • -.1,;', - .•,.,k•;, -.•.. . .. . . - ' '' • ' ' • - . •- • •. • ' - ..... - , , ,•_:',....; 1' . . • „. • -•• '..:::. : . • • • ;FPITi.ilfigrq.1 IrMrillrPoil,raeffl57)1MC::.-:.'::.....::.::•.' ..:* qilit•‘/.(::.:11111:10'N'illliriVtia.rikli.a.r?!11Y •--. . 1. :..Z..i:KpivaiNi."•11117111;113:,..i,•.-?•7 • • • .*.••::-... .reitillY.!cif!rt1;111.7;111119.1.VIIIMlirj70.[FP.I0' -••'.....-4111fitsfi`.:1:9 !fili-,:.-"nn4F4117..rit 4- .v..: • -...:).:; • ;IIII -7•:4):..11 ......... -"r1.14 •MSV.•-• • ;•••••• - • : ' • '•'• riit'17irl• • :1!iDt..."SiT,PVD r.:11:-W.P:11.tniTZ itlt.r..<••••111.•f.:,11 .ri:.;;:•, ,,)0(4t7r.,;xii•icifol',.5.,.4iitt,i,ItiM.;!`„I'y ..•••::••111jtfiqf•r•)M-r•-•-rvitilT17,4'5ii.V;)‘.F73.1i!,1•47.74.•• .i,•. iF•9.pirg.17,13fii•-ri-,--•,---m•rii:TPT•rnr,—F i. .---.-i-, .7!7,(5nivtal-i-,::;rilt Mrfgiffti.b- ...*i.ETRY:011!i In fr: ,.t.;•Ill!:•elT;.11.r,.gqi7.•IIIT;IrAtllill.ii7.• '• 191-4117nr411.31 *i7ri) (7.Fkrirkt.§ -.-..--...-\•.: ••••*-2-" .- :: • •-• ., - • . .. . . • • ..- .. •! --,•:: --.:•..::.•`-•fl- '''.,'..: • "' • • . .".:-...! ••If•IN'.. : .,••,••••5 ---•••• •:•:::•-•••• ;:;•.:.*:,',,t:"..*:.•••-•:: ...,;,.•• ••••!•.,...:v. ::•••.;-;:•-;'t•••:..- .•••••,...•.: . •••, .• . • ••, •'.. •- ...._.....•••••:..: .., ....:- 1-• -. - • - • - -••:.••• : • i:,..i L. _ .• . • • - : . ' ,$•:,-0'4ft-,11V .-.-,,,seinie;s tio: -. _., . _.. . . , . .,,„..,..w.,, k 4,......, .. ,, I r• iftA' ,i'l:'* '"V'' tiP '1.."'\ • . .: • .; -.;.. 7.t. .." ;4 •••••1''' '',.',' ::, •:.-•• :;.•:' - • 2.- :•--.-'s- ....--.:' .,-;•.,•-: -.•.-,.,.... -, ... • ..: . . . • • • , • . , . .,.. . . .. . . , • : '.7',.:.....-•;',?..','-:, ,":-, ..-='-,::'-;.:::.'"''''''''' ,-,':;,#-,.1.:.:. - -,-:::.. --••,.• '.i.r4. • . • , " .• • • . , . " iy••'' • . . . . , • . $• • . , :- . • . . , Ie ••... • 7.- seiles" 8. . — • • • •.••:•„,,:::,,,,.•:.....„.r.:,: r.„..,.,-.=:•:..-.,,...•.•:_ ,••:-:: •.. • .. . .. ,,.. .. ..•.,•.....*:....,•,......-•.,::„,..1„:3,7,i,..:',:,,7, •• ‘• . . . . . ... _;.:,,-.0:44,„,,,k,,,:...•„.,...,;Y;;:.,;.f,:, P.K,:::7.4....1i.::74,....6' '-'..- - .' ., . . . . . ' • ::...: $'43. „-'''--v•Qii;V•P' ::-. -. .:--5.1,:.'r.--,:.;V4.-:s.!.•.f, --. • . . - . - , . i •- • :: --' ,':'.'''''',A• V!fa''!"..:7.i:.''-'•*..--'-'-'''..:.:'...•.. ' ,....- ..- . . ... . — '''.•. recepkicles ' ' • plantO ash . . . . .... • . . .• ,• .. •..... - " . . ......., ...„:„..z.,,,,:.............,•4:„.,1:„.,.• . ,• s•ii„ ..-,. -. • , . , . • • .,. . , .. .. .. .,.. .. lifter . -• - - • - ... .. - . -- --.' -.'-- .v•,,..... . ..1. ., !.. of! , v . .. . •....„:„.„.,:,A., 4: ••••. ••••• i. ..ri it. - , ... : .- • ..-'.',!..:1;;;I:.',1i ! -..z.lii:eia ti • 3 is,?„At. ,..a, ..,y. • , • . • .. . - .: . ':--_•,.. ,..:-..:,:;.1••,.,) 1,-..t;:lp..,,F.,:,.& . i ,i,,I..:4,...',k,•. • . - .:--.:, :-.1.;•,;-4k-i.'.1,i,:; ;;ZI 111 ',..i:NI:1' ;'1"7 . . . . -._ -, •,2,-,...•:.,•?,y,•-• li..,.....-0,,,f.L I ,Il:„1.1.: • .i., ,. •.; DESIGN SPECIFICATIONS . .-: .••••::,.:,„.1..,. .*,K, •;•-i-,,..p,;-. -iFf i q.....t,.11 • Irt-i • - . - --.•. •• -..-:. -1:::-.-i:...;:•:„ f.-.;v4t,,,.•p ' . Wow:Wood members are 14/2x22-4/ with ••:' - •••-,•:-' i'...Pa:!SI :Mt-IS:el : , cwkotocTiatmeestmeebledrrus mora:dpem=rednebnry" . • - ' .*--..:: .;4.rZ iclf..‘: ;i:,:ltig-t, t` - 'iiitli ,f.13'.1:: ...,.• . ., tcir seiCcliebf . . ."'- --',....Tit,: Ikz .,.... ,001 4 t • 41, 11•.:e:• ': - - attached to steel drum. . . • . •'•: •4z1;f$1E0,.........;•• i ! t 1 R.: . • . , -. •,•:,': ' -....,.. .! ?;"V",;11 I i ;;If '41. i -v:-.'•-•",': . . "' . . .. . • ' - SIZE:211/2"diameter.317 high.-• • . - . ' -•••.•••; •-•.',:..',:i.5 '••'.,!*.iiii.," I 11,,, 1 • , ,:.---.-:•,,.- .:.- . .-. '-,-;•:-.'.--;•-1,-,' '.1 ...--,;:s.V.I',,,f 1.11 i• 1 -4.::: •,•--,:•;:..,:•• . ,...-,-.: .. •. • MODEL . - ". i'.:. ...-'2'it..M.?..;,,ai„ ki ..:,;.,,:•q11,i f..',i • '.-i:--'•'•:---';''' . ' ' . ,. • - 8.1 is Trash Receptacle having removable gal- . ::.,>.--4.iif.,_•ii-5,.; 1,,. ;;;-<•-:iri,-',.':•,q k.:tiii 1:i•I.;...:'....:- .• . • • - .vanIzed liner. .; „. ,- . -. ..:1,..-?.. kf:i-Z17,! W --,..4-8-,1;.-.r.'",=, ' "---,,!•Y•-'"i' "E't li I I: '''''',--:.:-:. ' - - . - 8.2 Is Ash Um/Trash Receptacle combination s:-..i:,.:-:•:.-' 4:- ---" ivli• ' "'1'-.41-I.• 'int' .'; • •. • . - - C•••70'.!•• -4. e. -1•••,.,:i..4,,/, 11:1),' • -' I-: •.• • - - '• •- , having removable galvanized liner. • . .-: ...-1...1--', D-‘..1•-•:,itlki::.-: -t••-,1 i • •-., •.-.,,,••• .. • . .- • .. • • - ..••. '1•.:•;!!:'1 to.: .•••.....,:,;:lt--...1-• „ .,..",3t,,,,, , t,Is :-!.'"..-:'="-•'-• - - 8.3 Is Ash Um/Receptacle. - . -... : • . _ • .. - :---.: •-•?..-:,;••k 1;1; ..••••;:t4le : ‘ill w ..is. i,,,i'•- .., :- • • - 8.4 is Planter having 31i6 formed top trim In , . ' " -''''-'• •-1'*' •t "t-`::••*W.,, 104:. t 7:•_ :.:r: •::.. .. . :' '''':::'••••-'•• '2-'1 :$in.'.iegt, . 1 if:.•.. -• , -;,-•••:.; : ... :: : ..• black polyurethane. :• . -: ' • • • • ••. . 8.5 Is Trash Receptacle with black polyurethane • weatherhood for maximum durability and • ..•'- '-: -.• - -...-.., •`.-•-• '• - . . , protection. •• • . • • . . _ . J. •. : . . . • - • . . • 4:.- . , . ' . - - - • 8.1 TRASH ,, . . . ---. •-,,,. - . .:••• ,,.,5-, :-:•-:- --• ..;; • ...---,-.: „, ...I;E::;',•.'.1 •4,1/4 .. .„ . • ' • ..; •,.. .:: :::-..4,:i.?'..•:: :'.. :, --.--- . , - . . ; ...;.,... ."•:.. -!--.-•.,.4,4 • re.:-.•:`- : -, t:4.;;$:, •: - . . :. . , . .. • :. .- , • . .TOP . ,, , . -, . , . •• :. ..•: ....t,•/::.--!.-...,-7, • . . l• -4.1 ,. ..; ii. i-...• .. . . .. .,, . . , . . • g, .. . ' •' -•''. -':-.';••••i---i:,...::,4z--.-'•:. :: : i I':;:fiz. , 2,-. • STEEL 8.2 ASH URN--• :•.'.; ....'1• . ;-- c-:::••'-•L'2"4----'-- .• ,.,--.•:.::' -• :-..• •:•-•:•0 0 , • . . .DRUM .'. -::..,A :.:; 7......_.: .•• 1-;' : - - TRASH COMBINATION •- .i.:::--.-T.,•. . 1..,.. :::::...., :.._.:.......,.:: . ,. . . . . '• .-• ..• ro, . 21-7" . • . . . Z . •.:-.--:..•.; -..•..•I:-. •:.,.:„•-.„.,•,,::;•-• ...,,,..-...e.„-:,--7_,,i:::::,;., :::77,..,.....:,.."::' ':: • : - 4 ti -, • - :-.-:-..--I. . ,.:: ,.,..,_ . ,..:, __, .. -, WOOD . 11 tli -.y.*•,,..,.>„,.. .,:.......•,--,:-.,-$4 - -. -•• .7...,.•• r• ., .:. r,-.. . ,.. - ,0: . <-,".;,..,,..-L.•,•&...,,.: .• , • - ,,.7 i-_ . :. CLAD - il 9 A • 1.0,,,,sh;#.1.,,,m ,2•-...•••.••••,-,..--- . •.....-;-,-,„.1g.i.:. .. --..-..--,..4 .,• :- .• • . .. ' .: . -....-...:--,-. . ,..-.,;,..;,.;.,:...••••-•,-,=.....,...y....-.,. ...,- - • . . r - REMOVABLE d . a' . , • ' GALVANIZED - .. . • 1---1%9 Vi"-dia.---imum.............. • ... .... . _ „..,_-.... .-.. ,lievit • • • .•... - -:-..- — - - , •• . , ,... _ ...÷.., , . . . :.:;:-. .•..4 •- - .-.....1p.417' • 8.3 ASH URN , . •. •;,.i.rp,i.,- - :i.;,,,,get-..- : • ..,,i - ...:•. • ..e. 8.5 WEATHERHOOD 14.%, -.....______....... •-•:----..tve.4.14. .,.. „.••••-. 11111111M11111111 ,,,s, . .: ,• fr.--• —.- • .,,:tw„,-...„...,,,,.„7,,,,,-,,,,,,......,,F,..,;:ta -,-,'; -.12.-!,,,,,,z,v,••••,;-••-•,:•,-,-,,:--.1,,,,,...-:;•,,,,,•••••:-., • .,.,-.-,, -.„,..-.1-ty..-,,7,--.77:4,.7_7. „.,,,.f., •4?;.`..• .; . • .- .. ; . ;. -- , •••z•'- ,:;5•• ••;,,,,••riii;-- . - 1.-. ,,,--:„:•• •—: -,_va,....7,:if:::ii .... „, .....,•• •••• • ,••. .. .. ..: . : ••••• 1 •-:„.,-.. .. • • ,,„i',ta.f3.1 • • ----,,,N.: ::::::114',.?,1 1.7.:1":z al • re'''',.111• i•• -"" , .1 6...,... y,,..• . • .:. •. , . . : 1 . i :' 1 • ,•:.-. - • 84 PLANTER TOP TRIM. ......,..• ,.. ' :i .•;•.•- .`,...,,,,.`;‘,4 ;.--g't":14:0 • ''',, . , .7; ; -,;.".; , Ql:f!.•••10P-•-.,., ,,, - .,..;.,,,--C,' . •s. •••-- i 10 •:,1,,,•:--N,-...0‘,_,-.1.4.-2.11. --• , ,...A.-# ..•. . . • ' . e. . ,..v..,......z.,,:...,Afoiv,.....,:,•,,...4.•,,,f....,.,.,!. ., i ,..:-... .•••-i•- .-....,-,51:-...,.. 1•0*-,,,......,...Wro,„..-........,- e ' . •{ClIMEIMMIErt•-% ,.-,,,.--•...!•-•...,..,r.:::$.3,...t:-.4.4.707 ,/:,,4.v,::: . . • •,:-„,,., ,r.JI.:.- g4-2A.;it--• .'''-...:•!--... ..1-hit'e2 • Vasms.• ,...•,,f.17,„.. $ ••FRANCESAINDREW INC. . - . -..' . ' - •-. - '.- . - -: - 206 565-5397- ., EESON. _ • . IMMINIIFORM AND FUNCTION IMMIIN INN ■ - •.,. :- -- -• 11.1111.111111111. ■■MEIN ilciwf- 1.f.� :ray \i•«.s /1 \r ..:J j..op.wr4k-i-..1•,—,•.1-...-,0-,.3r?-W,ri.-k.r„t7,...-7._..,5_-01-.gs-i.-F.1,,.4..*--•-,,t.,:,i.:..-.t%.-.-...f1Z...,9P-;--- : t ' .szLsk• -•-%, t. "'t.'4 t:•-r%:-....., .:... : L.1:4:::-..4 :',7.-i :=,..,•:::--:i ,t.... ''''''l "154 -_,.1 •MQ 6.11t4 r.":%1:7%.1 l'-:„...: „....-.,..:_::.:, 4 k., Et,&,--.,,',rA:V7=--.-.-A,,-,-,,r1,,-3 �, t_: rV '- y Nogg e:,y.�3, .: ,:;c_,y :_y .;-*„,-; t„-,-,,V,,w?o......_-_._...,=...,k:=--,,.;:.-i:,:-:.-.:.:--i•,::,:.,• -, .h rr y 1.: I,o. liat ..F.'4 us .-- S'+"t'_ 11.x r ;7-:sue' .:-i • 0 I Model RB•9 .:?..:; ; •. - ' ■■M■MMENIaIIMM■lI■EW®INWO®0®®®®®®®®BIIIVEMINISNENSINSNIIMIE111oE■I11■ ■SNM■ ■MNM■ SPECIFICATIONS • 'Ribbon Rack'is protected by - ' ■EMI■ SWIM' registered trademark and - 111111 .11111 0 All units are made from hot-dipped galvanized, design patent. ■MMMI■ ' ASTM 53 SCHEDULE 40 steel pipe ■MM■IN ■■MMW (2.375" OD X .154"wall). Delivery time:six weeks from receipt of order. ®11111 ■ ■WEN■ 0 Installation methods are in-ground anchoring or For prices and additional information contact: ■SIN optional flange mounting. 111111 MINIM Custom architectural finishes are available in a BRANDIR INTERNATIONAL,INC. 11111 - wide variety of metals (stainless, bronze, etc.). • -200 PARK AVENUE,SUITE 303E • ❑ ®11111 ■WNN■ The Ribbon Rack is modular; custom models NEW YORK * NY * _10166 ■MWW■ are available for any odd number of bicycles. (212)972.0093 ■■N■■■ • ®WHIT■ � � �� �.�,, . : :: ,. _ • . ,• :J.:, -� ., , . �� • �.. ,_� y . . ., ; .. � ��. .- .. . v - - �- _. . -:2,1%; ,t ••-f• Model RB-7 ■N■■ 1111 • • • ;4 j - . _ • = _ - • . 9�8' -- -- --- --32 a---•- -= - '' _ - "'me'.µ__: 35+4 "MN■■■ - I ;RR 24.4 cm 83.5 '89.5 • FLANGE 11111 IIII MOUNT GROUND • r ■MMM■■ Model Number No.of Bicycles Rack Length LEVEL 62.375" 158.4 cm RB•5 5 38.375" 97.5 cmIN-GROUN 10%a" 11110 RB-9 9 86.375" 219.4 cm ANCHOR MOUNT 3'�= . : 26.0 ■IIMWM 11111 RB•11 11 110.375" 280.4 cm 76 .-. ■■■■ 2 'e`� 6.0[ I . 1111 -•-' Copyright©Sept.1982,Brandir International Inc. • L. •.1. • �w - - - - ---- - • . _ _ ____ ._ _ ._ . _ _ _ __ i------- --/- - . KING COUNTY T,. " ENTIRE MAP • 00.ese,e MO TOO MOON 011 ASSISTIO0 10 LOTITIOO TWO KING SEPT. OF ASSESSMENTS, NW 19-23 ,. CITY OF RENTON _,, 1 n ., SE le-..23-5 OOITI TOOPUTT in 19 SO,.ALISTOR TO MO NCV113.0115111. NE V4 19-23-f,-/ DEPT. OF SCAL 71200'...I. • ''''' ' .'" I r// I / Al „..... / A,LE 200'.V . 7 ;$ y a —• , „._, . .. : el •Th—, ....",s. . 1,11 S ... ....... , . „., Nia ......... 1,-,01 _1_, . I r______L7C -TR. smog .re.•''.1111. •, '.17 .1111F2I-4.:s• I a .2,d. .... 4 1 ' til / WNW:>id I .1 .", - 4 .., 0,-... ,.../e„..-• ..• . L. ••;i 0 /, • •,•.• -, 1? ,1 t_.,i •-.1170,. !!,-,•;•, ,k Jul. f. 0 • 4 ..", .7/, L 01 .s ,1„: •.g:',''...4."' IA Al ,,g. fri I; ili1's ' I , (..,,z, , pos if 4. ;• -...,11: „. .. 1 .0 .,' t .,> 1 :..!....e.kmafea: EFOE -. , • 1.,-„..."...cc< N, ... 1 • , 4 L ., • . li ;le? , , ...,, . 1 . 1 "' .q,... • 0 p 1 i " r...."' ••11.b. `4: •).F.\•.s.'t..47.''Slitht; 11:16111111i ‘61, • ., .p - % ii1•':-... Iii ' =IF; L.../ .? ."-:::i'-'7,„ ,.;• 1,1 , I '11-'t, .... • .... ...:_\ .111k ..-All ' .1.4 I of !6, J -cce Ellli • unr, ___...... 4 o'r • - -- ',..----\ 1 . '..",. • [... • go:le. IS• . ' ' -- '.E ..,,.., ,...i 1 ..re- .......„.„ , ...%_ .„.,. . .....,.. ... ,.., 1.,maxmt _ _ _ ...0. ,- , ..,._.. ZNIMAA.:\ Z19113,z 4 4 • "i• I/ 0 ' ..-,-• i''..' 1, ovIc. 0.-- ' ' L'51‘11.1iFLET,tO1 "ON•J''t.4 I I 1 \ ...'-'..-••--.'''''-'''4.- . 1,, •:.-.'".. ..........._______•______, . ravti ----. , 1----4-- _ •-,,..,,..:' .g..•:',:l g/ oc1114°'" . --`i\, ;Ii- .74 , '(4VI N ,••.‘2,10.i,,,•;,..„,............--. " so,...' p•••'.. i i .." • ...- . I i .,.,...,,,........" ) :••.:4 49,', . „..,..... ° - tOli!! WO . I '.41 ra.sTS,_.•\ '`...e Sy I '‘\ - I ' '.. ••• ‘ --- ------ -,- : ---' ' • , a ) '' 'i ..," , --....,,.i.... ....-1 ',..„.- -. ._ •'..V.' : I ••z 1 :..0- , " ,,,,,, II re7 i i- !, .4...! :T. , • . It If• , . ,••••••:.:,, , : . ..e 4_, ... I L__i ,_., , o• ' p•- r. l• "'.:V I-00141.‘,1.- i• - '4''' 1 _, 0 . , . „.....• "„„i, ,,,.. 1 . ,...,„17-2-..,...7,- •,• or 6, ..... - .01 51 I • .i., Ik . ... I.. ; A' I If I I ..---"m '''' , .•:, : ..it, - . 1 , / ....r,.. . ' 2 'F5 " b-i. '!•:'% . .; ....- 1 • . 4.s..,...ii, "1'arr.1 11111111i9•1•!; 10,00frift .J!.2.74"`-•.,AM6.11.1 j.. ill a .- •._ .•. ...., :...4 (....pr...f000mpki7-1_aim flailing ,:. il itti '0 • :. -------I-- ...! .TilliliiiiiiiM4P14.01 L A bl milli MI, t;i' !:"1-. . 5;,. • Pl.; i'.23M.iiiiiiileMbflINIlli "' , ill ikk., IF.5 I . .. , 0.0,..adalaggi 157,"PI.1:irs. mi c'VEitTiligri4T111'''''''. ---"—."- pp; > ..---• •-- • Pilliikkiliggi-L" - SOUTH R E N TO N V.I.14-0..GE PL. . :'.00..,-ier rig '17 ialrlimmlilliFAIrlEllitillitria. *igigralimmurd.,, •• .....,.,10101, ...\--• iff 1:,-,.,,c-kil .., 0 ' - ir,f9 iizr: • , • '... •Cierms 46.h '-4 11212 • k‘.. ..1 RgSkIkl.R.22iMrn-. • wls,Eor • Iliglt. 4 /11 1 • ..-; .gar4,,Pr.;.,,,•11:-.!.':...- ! , fIxt-i-'4.-.7.-71,wati :-.5.1ci=ri- -_,airu_Aliii _... ....- ,_ % 1.• . ' 1111ali , 13 -"AM : -qqg _ .. • i, •. ,..., • -1-i-1311!111116.NIINI iiillikkhentile..14 . • 0 il,0 •. - ..,/,,‘‘,„,;,... -4. • ,e ,p; . *..- " lilc4-1 \' k ,.,-, -7,1.,..7,i , ---r t:,,,„.... ,,,..,..— ..„„:,IPPtali ammimmosnwomcconzwas um int=,..,..1a .. . . ' ik.* . • '•';',.0 i 1., 141.1 ..4.:‘'.• 2L /.: '1441 iiiiiiiiit ' 'lk 11"11111'11VIIP •• , :..:..., - .,,.1'...1 - ismawia,,,m1:1! II •,,,,o.,_....,„...„,._,4„.4issit„...04ru:4-1,1,_..7.---L-7`,,,:;, 7 ,. . .....,,iiii.':. I '.' '74411161,111pP, ... : • ..411 "....ill loi.. • .7 i. 'to--.---- MOTH PL.Ole .,_......., . 44' " "..''''''''''' ' , • .7,. 1-1,..6:',Ivx,A.,,,.12 ,........-..„-- TF - ........1 i ,i 1, ••:* .°4-,1- --- --- -•••-•v-- ....." iw... - , • w 4,- "nf I.'7., '7;4. '. ". .., ''-i-P\ 1 ..(3 ''-'" z= •,, , . • ,..e..,,,,. Es.,...,,,,, ",..4„ „,,_ I g• -Pa- ... ., ii '4''''"61 "r, -a:" -1•1- - "v; E "-I ' i s'! M.'''t' s"V="40 5 --.• '"'"s 1 1.4! Alp, . 1, --; I.,• •• i.. MOW ."' 1-.74 . , F;_,„„, • - .. .2,2....... -.2 , i0h..- ' we ,m-azi••••111., ikkilli, : 1: ----- •'.'-;•'..1...z.:t•‘3-itt.. §Alf.511= . .-.. .. •-.i - arma. 'h,_ - 1166.5...2•, :--. '..i' - —W.=- 04111111111111 t .FC'''' .•'- , .0;1.,,,1}' 1• I I 1k' .1:0.' .4.... ,,,...,....k Vr" • -.e SIN immala IM:11,,Ii„ •`IPPialilleta NI 4t_ a .,41,--- ._1_,____ 0= .11/5 , ,„:„..., s . .,•„„,,,,,„„, i . • .... . :. SNEll Et.'5'4,z7.,-,,....,: , pp, .. -.,..'1)3. -MI •: B011 •••• ''' ....„a irp-. . ,:...,.A.: •, NM INDICES 111\74, • ' -44 -.!1,cto• ,N, %-.1.‘ ; --,— > ' ',.:.-..,;;VOM.„KNIIP,",1 .I -',.,-,: V .-* "PM lin"12 •' .4iWki".. ' -'.0. Airi -ILI" 6,, 11.,.. ,. . 1. ,...,..,...„.-...,/...,41plv - i... '1.... F..* au' issErailaau . • Alitiw mi.,- ..,. . -.14. ..„,.. „...•-••• ",:c.,•°, s. . •'. -ER • , ...„. • 0 ., ..,_ . •:, . ,. 9_.4..1::!•41.?,,,gi:i:::„...mo.-Immai,_...:....fili. • _ ,li • •,, .../.. :, , 'f • Emus' aINIMW11. .../_,L1'2'." „.• '... N':• . ,, , ... Firkl, ‘,.\ . •- •• ----. ":0° :. '-;;.'"N"--• II ,„ 1••• - ' • ,. .. .. 1,f- L. , ' 1„'''•: :: 'ME IINIMEI , MEI• - Ella =MCI ANIMUS •, .- ,11 .1 . N, ,. Mtitikra . c " neliall.s""'• -%It1; •:-". . '..1 " 4'1 "' 4 - I •1. .." •.••; v .. .., ,,,, • i s. ...? "• . ----'12.• 1 1.1."" ti---(i•'-t-',...;.•.•,.._. - • .:'-,..."-• .•'' •i"I- : '" 3' •"'arsi) ZINN:a....1 5 r WE .'fl • • bb.4111.- ...• , .l'1.".. '.' . rilalilaV-.:':•.1.".7 • .11 -11. • '::Als - -,......-.0"-..".. ' .....• " " :. .....".'....:::.,,.•:::.... '"."'"....5•" 5' '..‹.::".;n ri. Ob"..- t.I--4.1,-.-. • . 'I• , _a”... 7..,?-.L , "...' ". ..... - i,.. .--,.• e.” . • 'i. . ;1 ki 'i•4 ' ' 1 . ' SE 19-23-5 ‘ ""..^'"••.k.i,/ .0V...-•• • I : - • VICINITY MAP ATTACHMENT #6 I I I I I I —I'''. / \ --ill.o w1n. r'...i. W.•Que<ern....n.l '1 / .e.�...um., ...va. f 21 1 dal I ypµ� '� Tae� acc waa 7 1 i O r V---1 ..}�y. I INN CGOW.DW9)- Sr ', 1 Ia i i I I wufwmvsu P,, ,.n 4 1 1 .. -....,.... Ir 111111111111• l LN% afiv . � 1.1 D•/FA 1N1LO OINGK a OR c.N., - 1 111111111111 PMNMGDao WI eosoe+. • __ • CCOwR WMM uM DER GFEY) -i —11'—. 11==. 5_ .— _ _ • a / �� �� / P.r(O •I alvYle giff °GwsaW 1,1°U pu.G• V2 F ENTRY ELEVATION (NORTH) SCALE'I/6°•I'-O° — VI 1 1 l I I• w.u.ra • �II ,otI I sre 1 I ! mu (AUDITORIUM 6) - (AUDITORIUM (AUDITORIUM 6) E..A....iry,) —2 TRO ,�it• The.Ritchie Organization Awa-a ,-7 1 III Arch.leclure Planning lnlerlcrs Chestnut Hlli Massachusetts WEST ELEVATION OGeneralCinerna mra Uwr u wro.wn RENTON VILLAGE I nid......'am uw. SEATTLE,WASHINGTON L T l-oU lir_ I I I H I i i �.ca.�m.r.v..w. I I a...wrma ELEVATIONS — (AUDITORIUM 7 ) (AUDITORIUM 6) (AUDITORIUM 3) .-I M 2) 8 • 8 — to . Ity wEr.I,-O• o/ . .--/—K7\\./7) I I I 1 _.._- -- ,....,........,,,,,.,., 1 E Cn/ al 11. 0-49•e7 / \ ..+•nh MO/PM) w.• _7265 D,..ay F. SOUTH ELEVATION LP-3 SCALE-I/6°•1.-0• ATTACHMENT 4612 I • I 1 I I I I I I I I I u ea ...II, MATCH LINE aau.12.. � a n.0 _c1;1,n_:.yrssv.,e:e,. I 1 1 1 1 .1 .I 1 1 1 L -I 1 I I I 1 L__J._ I I 1 _.L_I I I I IF — PROJECTION— LIZ nu, PROJECTION —I — et......... ' .r.o.,n, AUDITORIUM I � Qeo - n,.aae are-C.'..40BB{Pa..',w e.n .vw,.o c _ ' - • < , SPIWIAT —-- . 8 SPIT31NA` \ . =ewer..o-o _ . .. �� I / \ %� .. IL•Mv / • N,ap..ouo GNOPY SECTION A-A( MATCH LINE L 1 1 I 1 1 L 1 1 1 4 'L_ —� Pa. Pin. AIAITORIIIM B ue ..aa. i o IV�ze 0...�• •_� -� 4 x� 4 TRO i y The Rilchle Organization �P e rcttneclu.e Planning In — • �'ar my _ Chestnut Hill Massachusetts s — __ •Generd Chem GILL. � � �? 6 6 • SECTION A-A (CONT.) RENTON VILLAGE SEATTLE,WASHINGTON a.4 rv/PP.w,.+o, Pna ca., / .�� � i+'+taYarEw 2B-B' d u,.aw„y T. Iv 0������� 'I r I I I I I I 1 L I 1 I L I 1 I 1-1 ,�aP . Y_ j l _ .z- ,aay. J ,�% �— ^�° s.6Po.a POPCORnINI M PROJECTION II— ""e CA....J - - — — —C— BUILDING — • „aPauFE IsDBBr u�pY aP III 1 p gIiORIJy15 ...,n ,,Pr,,,.,.u,,,_w-, SECTIONS 'I \ r 1\'''' ' - . . 1 \/ a.nu.P.«ase nsal _ ,,,easy nnric✓. PMD .• s ..re...A POv7Ea!...S. Aa6re'e use6 _vayr.awae Pr ' cwa„�ap ,,eP,,yam 7295 MM..r e� P=� ..ono SECTION B-B Wes, e ""'" °°�"") �"' LP-4 ATTACHMENT#13 • I I I I '. 1 I 1 . , 1 _ No 1,0' a ^ ,�I.O. Jb ,,,,,,OA,a .e.0.- 50101I Il.ptl eaId II'Otl 281 OII 111"0u .l Otl II Oa e 1 API.f.tN•6iWM MP g41NP 1 fw+ II I ire:: 4w. I \ PPD^-� ,, I II r--,,� IN�a N-1a , • • �- ' AUDITORIUM 3 AUDITORIUM 4 AUDITORIUM 5 AUDITORIUM 6 SEATS 296 SEATS 410 SEATS 910 _, SEATS 296 -Es AUDITORIUM 9 SEATS 176 AUDITORIUMEATSI 7 SEATS 76 — • lO ..a? ai . - a MINitill �� AUDITORIUM I ,` A ?L...„....,..... ...i1 ,„,, �„,{, AUDITORIUM 8 �� e p SEATS 2a6 y j.,➢¢!i{ SEATS 246 J X, ye Ana PETS ....�a S, y LOBBY 'r7 • � . DEL... r ••- TRO ''''d"e BOP OFFICES• ~ -idh - r The RiIch e O a alien K.aL .,,,,,..-• �,4 �I\ L�J I11 i ' .. I 7., en.fl��l �.ass.n�sens 9 yy T .IL r b - 110mco —= N.BoaEE. u_ -'.7 II I �Ey.. o --- a ,,,,,,�q� APr•'• PiNwtN "'�0�. 00 RENTON LE VILLAGE • �o yws.ourvx DROP-OFF AREA SEATTLE,WASHINGTON 1 E51nFM J hPWIF YI NP O-0a Id-Oa ,�,,, 401-LEI IVA. . GiAINING FLOOR PLAN � 9q sl.vll SCALE:I/I6°• I'-0° h AREA, 37,383 SO F. N. ® ee.w RiNy O SEATING: 2260 • o,..m.T. • FLOOR PLAN — • • 0-23BT cm▪..I.c. 7295 n..•OSO LP-1 . ATTACHMENT#11 - I J. I I I I I �1 = I �� \�' - I J RENiON VILLAGE �� I I _ ASSOCIATES [ RENTON;i .,..,......A,1t-,-0,7..,'.., r ` i�~ 1 ir ...c_._-_-_---LI. J :•% ` CINEMA VILLAGE 1 - ,1 , " 15 1 i EXPANSION 4I1%—DI .4'i..).‘%141/4,11.,{..-IZ-.,S-...,\4,II, 6.-,Vi.'.i1.„i'.'..i 1x 0IA,‘-;ir'"1:'a'1'i'-,L."1:-\_' .1_p ;T..t \.I I L V. .m,.„. .:_1-'., I 4--..,:-.-„-:,„.. I---*‘-,,e,ii i1 ,:4-,,4'0.L7 ,_1,1,#.7,4-,-, r,-- ,)V,..,.,, 1 ...„1.1l4f_t,e",-pr_'..1-1s _ @fib , - -= I��pp�� \ ._., R_ = r OI �, _w, I — �- ----- „R.- _�-�.� -' - --- _��. „ x,"� - -4 RENTON,WA. .yam �'' `�' } '$ ir\,": `\\, ^\ 3 .I ".�t�'`�� S •��,,' The 1 - _ F "� 04 s _ �T \//'r \A t Callison .., - 6a 'tt ./j \ j \ `` r _ 1- \4 - �d _ ��o� �_ .-� Partnership 1�y d2 " P ✓ //- "�y ��wt, —fir'. _ n._ ,Fk $ .,1,.ia. ...ar i rr ._ ...., �+ ` >� 3� Sl f-� -- 41 �lr �i` \` 4 y1 .ply \` 4 1 m,.:4, .;\.."-t-.' ______.,7_1::1 NI:;\_,*±-1 ryI a. Iw - .• xi- .. -� `-••-••`._ Cc_m r _ Irn.'oumr��wu.o.m..mme_ Solar Angles 10:00 AM Solar Angles 12:00 Noon Solar Angles 2:00 PM i�ilJl r LEGENDsem.... ✓%��,^ / :::::::::::: ' m 2 @�� —__—- .rr P I y -- J y*Ey �` �°Sl ti _ _-- ,, .•-_,, • ,. _=m "r":0-'de r?F--� : rev ors- 4 {,,�°'''^ ~-Tee _.,.., = - / sew .le�`"w ...,l 1 I,w'c..o.,.k ow, VA: - "'.er�*t„,-`- S▪ITE r''047' 'mutt# " SHADOW STUDIES "'^� 11xx11III SECTION SECT AT▪TACHMENT 010E .1 MRCEL 1 • • t , • r m '.. 0- i r, ,____ ,,I,:. .,.,,.,,., , w d J, PARCE Z , o..�,..,6. J'1,.. �,. o i ' GRADY I a q.B • I tT ,IB „ I/ 0 re ta °«.., ,,, ... s3e - I81 = .a i ol ' 80 - • ,ir : -. PARCEL3 .``en.oa \- x .. E • r4. =x .. . .,,.Iz ,, s.....4 x �1 i « j •. a 'I 5 3 s 2 3 21 L SN[RAR N l I $N 3 g a C ¢ aTM ��L ¢ 3 : ., a S P �8 it •tea ,. y „d .nso. 3 "'_ e...� ..,.,.7, ,1, ed � n ..__ ,_.c-;,J_ .-. B 'a, - --"-�-- - -- ,� a ---'.«„ ---�bR�w,K,.s«... � �^! } H s'°+'°y y )arts vu..vrxoru ums. .w���• br ...,: �� / ., rs '� '_a;.`� z h J II a /,` 2}9' ..... I-1°�— "R ,- y-N-'] ...c.,.....,.,,_.7 ..N,,,.,,..«................::,.��.... • C „,,°'£il] two-ERNer 5 F `) use %e. x cw� •:r ' .4" el ' I -• .�� ��c • iv I — •4 Sim ' .I4," t'llel 'p• y '.1 . aP' °cr+ #t a ,T,E,: e �;iu.-�, l'`•*e„ L3 - � �8 �'�� `�s a a I ;I —•• 9 ,,' 5�,, aA' ;; I , 3� '� I J I •:1\ , srrE - .� i ... _ 2 W° '35 - o L w�`;i a 1 q I �—��as •6- o �r; _ \. _� _ ,\ __�'�a!i �I n•.� RENION V/LLAGFy• jPLACE - m AL. . r_r 1' ln^ "T.;EO 0 3' 33 3-.1' =- 3F I 7-....„...7:-_,,' ' 3 39// I i 1'\' PR/ v, . 2 '� ''�' N—��:' +'ium \ C yf?6'. ,w.ce p B ,'' -A; � • qT� t�� fir. '! «« � �` ,I �\• c ., $. ^ } 4, _ a 4, ...,®. iu . u p� s. �;} tJ u •� , W �'"n..e.«a® ... `.:ins w' /+-yam L— s"r i n' ._ig k _� e - « ^� «s' !e,u,°.;..i,"„ .': '6 .,,......, « «l,w« . .i _. _ e3 . ,..., Jf• :: ZC . ,0 y, a 1 Rel Au:^.quu .�e�c,�Ym m• tea. qe' n''''s ,.a9EMEn - \�'� I i �• l I m nB,s,B),) •^,m cam, �' \\ -- �-- SURVEYORS CFRr/F7CAT/ON ♦.Bbb' I) I. q q,I,B�OB' G p!`'o,'Y' ,MimMGBUB,M LEGEND - ri):n e EnNawws m.BniNB ATTACHMENT 08 ---- „„. wBB„n.,,.BN. _ -- mBB,..,ro..c„aH. .,.,,.B.B,BB.....No B✓BYB)ew R ... _ i ay A. ....._ 1 0 3 ......_ 8 . "...............______ --- . _ 0 azurammo . „ . -..,..:,,,, . . . . . . . . . • . . .„ . . . . .•. _ _ , .. . . lari, . . . •' •41Htfriaawmarrie• empan SAM WO , al pi . • _ ft, • . , • a . J' A i II . 6.01111111 ao. .ar I 11111..- - 1 fa _ . ••• 4/ ( t, # it 1 ,. ......... I, 4, , 4. II • 4 .....• _ ...., , .... pp , 110 mismagir- . mush.- ....... _........ .......... . ..._ .. SA- i0 -5-1 . RENTON VILLAGE ti=,____AAGEMENT CORPOR ,__ ION (206) 228-3000 EVERGREEN BUILDING • SUITE 509 • 15 SOUTH GRADY WAY • RENTON, WASHINGTON 98055 FAX (206)235-8007 December 7, 1989 PLANNING DIVISION CITY OF RENTON Mr. Chuck Price DEC 81989 Storm Water Management City of Renton RECEIVED 200 Mill Avenue South Renton, WA 98055 RE: Storm Water Runoff from I-405 onto Renton Village Property Dear Chuck, , • Several months ago we discussed. a problem with storm water runoff onto our property from the I-405 project. The following is occurring; storm water is collecting along the north side of I-405 and is flowing down a bare embankment into the drainage ditch directly behind the new Renton Village Cinema. Several yards of sand and gravel have washed down and have piled up around the trees. These trees need to have their bases exposed, otherwise they will die (if they haven't already) . If not, they could fall onto the Puget Power lines or on the freeway. Additionally, the water is also washing out the bank, which is Renton Village property, into the ditch. The State has attempted to help the problem by placing plastic on their bank to prevent additional washouts. This has failed. Our bank is still washing out every time it rains. As part of the cinema project, we had plans to hydro-seed the area from the south side of this drainage ditch to the tree line. Because of this severe problem, we were unable to complete it when the weather was condusive to seeding. Besides the obvious damage to our property, I am quite concerned about where this dirt that is being washed into the ditch is going and how it is affecting the drainage from our property. I request that the City investigate this problem with us and require the State to permanently solve this problem and repair damage to our property. Your assistance has been appreciated and I look forward to our mutual cooperation. Sin rely, r - ow E c ti, Vice President cc: Don Erickson/ Mayor Earl Clymer kj4r;'fir. CITY OF RENTON R�L rat ..LL 7` COMMUNITY DEVELOPMENT DEPARTMENT Earl Clymer, Mayor Planning Division August 16, 1989 Mr. Loren Laskow Renton Village Management Corporation Evergreen Building, Suite 509 15 South Grady Way Renton, Washington 98055 Subject: Joint Use Parking Dear Mr. Laskow: This letter is written pursuit to your request that we provide in writing our view towards the concept of joint use parking. The City of Renton does encourage the use of this arrangement as it benefits by lessening the amount of land needed for surface parking, reduces the need for storm water drainage, and improves aesthetics by not having large expanses of land paved over. In the case of the new General Cinema now under construction at Renton Village, this joint use parking arrangement works ideally, utilizing a portion of the parking lot vacated by office users of the nearby office building. The Renton Parking and Loading ordinance authorizes joint use parking only for: 1. Those uses which have dissimilar peak-hour demands during the nonpeak hours of the lessor. 2 . The parking facilities of the lessor are in excess of parking requirements under the ordinance. 3 . To qualify as a joint-use parking facility, the facility must be located within a radius of five hundred feet (500' ) from the buildings or use areas it is intended to serve. 4 . A joint-use contract, covering a minimum of five (5) years, shall be approved by the Building Department and by the City Attorney for such a parking arrangement to be allowed. 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 Facsimile (206) 235-2513 Mr. Loren Laskow Renton Village Management Corporation August 16, 1989 Page Two The parking arrangement for General Cinema was evaluated carefully when the project was reviewed by site plan - approval (File No. SA-103-87) and utilized a combination of parking tied directly with the theater complex and jointly with the office building. Through this site plan approval process, the joint use parking arrangement has been approved by the City. Sincerely, ��n V Jerry F. Lind Land Use Inspector/Landscape Planner --N7 TO: Don Erickson, 2.---ng Administrator DAT__ 11/29/88 FROM: CITY CLERK'S OFFICE SUBJECT: Restrictive Covenants for Renton Cinema SA-103-87 II Please furnish the following to the City Clerk's Office: Certification of Posting xxx Legal Description Certification of Valid Petition Map Deed Pro Rata Share of Costs Easement Restrictive Covenants Verify. Content Thank you for your memo of 11/28 approving restrictive covenants. Please see attached letter from Zanetta Fontes and advise regarding legal description. Than&s again. —�— !4 THANK YOU! Requested by: (%` � „,,„/W_,2 E, 4i 0 CITY OF RENTON DEPARTMENT OF COMMUNITY DEVELOPMENT Earl Clymer, Mayor PLANNING DIVISION MEMORANDUM DATE: November 28, 1988 TO: Maxine Motor, City Clerk FROM: Don Erickson, Zoning Administrator SUBJECT: Restrictive Covenants for Renton Cinema, SA-103-87 I have reviewed the covenants from Davis Wright & Jones which have been recorded under King County No. 8811090770 and believe that they meet the intent of the Planning and Development Committee's report and the Council minutes of September 19, 1988 regarding the deferral of roadway improvements until future development occurs on the site. If ou have any qu ions, please give me a call. Donald K. Erickson, AICP Zoning Administrator DKE:mjp CITY OF RENTON NOV 2 9 1988 RECEIVED CITY CLERK'S OFFICE 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2550 40 CITY OF RENTON Lawrence J. Warren, City Attorney Daniel Kellogg -Mark E. Barber - David M. Dean -Zanetta L. Fontes - Robert L. Sewell - Mary deVuono, Assistant City Attorneys November 21, 1988 TO: Maxine E. Motor, City Clerk FROM: Zanetta L. Fontes, Assistant City Attorney RE: Restrictive Covenants for Renton Cinema SA 103-87 Dear Maxine: I have had an opportunity to review the covenants which have been recorded under King County No. 8811090770. These covenants refer to the Renton Cinema site plan approval request 103-87 . I worked with the attorney for Renton Cinema in arriving at the language for the covenant. It is my opinion that the language meets the intent of the Planning and Development Committee and the decision of the council of September 19, 1988. I have contacted Don Erickson regarding the issue of whether the legal descriptions provided as attachments to the covenant are the proper legal descriptions . That would be the only reservation I would have. If those legal descriptions properly identify the parcel that was intended to be covered by the covenants, then everything is in order. t Zanetta L. Fontes ZLF:as. cc: Mayor A8. 34:57 . CITY OF RENTON NOV ? 31988 RECEIVED CITY CLERK'S OFFICE Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678 F %4 ® CITY OF RENTON FINANCE DEPARTMENT Earl Clymer, Mayor Maxine E. Motor, City Clerk MEMORANDUM November 21, 1988 To: Zanetta Fontes, City Attorney's Office Don Erickson, Zoning From: Maxine E. Motor, City Clerk Re: Restrictive Covenants for Renton Cinema SA 103-87 Enclosed is letter from Davis Wright & Jones with above- noted covenants which have been recorded under King County No. 8811090770. Please advise for the record if this covenant meets the intent of the attached Planning and Development Committee report and Council minutes of September 19, 1988 . Enc. 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 DAVIS WRIGHT & JONES LAW OFFICES A PARTNERSHIP INCLUDING PROFESSIONAL CORPORATIONS 2600 CENTURY SQUARE ' 150I FOURTH AVENUE ' SEATTLE, WASHINGTON 98101-1688 (206) 622-3150 THOMAS A. GOELTZ CITY OF RENTON November 16, 1988 NOV 1 8 1988 RECEIVED Ms . Maxine E. Motor CITY CLERK'S OFFICE City Clerk City of Renton 200 Mill Avenue South Renton, Washington 98055 Re: Renton Cinema SA 103-87 Dear Ms . Motor: The enclosed Restrictive Covenant was recorded, after review and approval by the Renton City Attorney, on November 9 , 1988 . A copy is enclosed for the City' s files . A copy also has been provided to Zanetta Fontes . Very truly yours, DAVIS WRIGHT & JONES i4 / Thomas A. Goel .rP TAG:bjw Enclosure cc: Loren Laskow 0030D TELEX:328919 DWJ SEA ' TELECOPIER: (206) 628?040 ANCHORAGE, ALASKA ' BELLEVUE,WASHINGTON ' RICHLAND, WASHINGTON ' WASHINGTON, D.C. DECLARATION OF ROADWAY COVENANT 8 8/io9 D2 ,/ AP0 • THIS DECLARATION -OF ROADWAY COVENANT ("Covenant") is made this CR/70 day of O e r , 1988, by RENTON VILLAGE ASSOCIATES ("Dec aura t") for construction of a roadway segmentROWEIherein ,"1Ci.O0 provided. RECITALS j0a O A. Declarant is the owner of certain real property located within the Renton Village Shopping Center in the City .CD of Renton, King County, Washington. Declarant's property is O legally described in Exhibit A hereto and incorporated herein by this reference ("Property") . -- 'OD B. This Covenant is recorded for the purpose of co confirming the future obligation of the Declarant, or any • successor or assign, to install a roadway segment over a portion of the Property. NOW, THEREFORE, Declarant hereby declares, conveys and establishes a roadway covenant as follows: 1. Obligation to Construct Road. As a condition of any O site plan approval granted by the City of Renton for any additional • 0 buildings or structures, or as a condition of approval of any building permit for a) any additional buildings, or b) expansion i.9 of any existing building(s) upon all or any portion of the property subsequent to the City's approval of Site Plan C Application No. SA-103-87, the owner of the portion of the Property to be improved (including Declarant or successor owners of the Property) and any applicant for such future site plan or building permit approval shall construct a roadway segment connecting S. Renton Village Place and South Grady Way. If the application for site plan or building permit approval is for a portion but not all of the Property, then the applicant and any other owners of the remaining portions of the Property may mutually agree to share costs. The roadway segment shall be constructed in the location shown on Exhibit B, with the final roadway design to be approved by the City of Renton as part of the future site plan or building permit approval. 2. Covenant to Run With Land. This Covenant shall run with the land and be binding upon any future owner of all or any portion of the Property. Upon completion of the construction of the roadway segment required under this Covenant, this Covenant i shall terminate automatically without any further action by Declarant or any other party. Prior to completion of construction of the roadway segment, this Covenant may be amended and/or terminated only upon the express consent of the City of Renton. f, ED FOR nE" AT :E.ET Of ^U.• ►• 320 1'r,. �.t'. fir'?. t v.=1 E P.O N 33 • • 6eHevoe, WA. 98009 • . • • INOV9 4j: : Filed 114.— ► IN WITNESS WHEREOF, this Covenant is executed effective • upon the date first above written. RENTON VILLAGE ASSOCIATES, a Washington general partnership By Its GeilieFeA Partner Exhibit A - Legal Description of Property Exhibit B - Map Depicting Roadway Segment O STATE OF WASHINGTON ) ) ss. O COUNTY OF KING ) O_ On this o2 day of 00-TO6ER , 1988, before me, a op Notary Public in and for the State of Washington, personally appeared cIo4EL_ 5NDoIfff)/ , personally known to me (or proved to me on the basis of/lsatisfactory evidence) to be the person who signed this instrument; on oath stated that HE was authorized to execute the instrument as partner of RENTON VILLAGE ASSOCIATES; and acknowledged the said instrument to be his free and voluntary act and deed, as partner, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. P 'YT1 .-E44,4414- . NOTARY PUBLIC in and for th% State of Washington, residing at .19W MD0 My appointment expires /0'1%•91 G. n • U • rn co Ci a .'O c-)p- N m 0894L 2 — o C21 v "n0 CO C 0 L • • L:.hIBIT A Lo7- That portion of Blocks 1:,1 ,14 a.._ 1;, C.L. Hillmans Earlington • Garde:. Additiot. Division No. 1 as recorded in Volume 17 of Plats, Pare 74, hecords of King County, Washington, together with portions of vacated 94th Avenue South, vacate:1 96th Avenue South, vacated 9t:. Avenue South, vacated 9th (lace South, vacated 10th Avenue South and the vacated alleys between 9th Avenue South and 9th Place South and also between 9th Place South and 10th Avenue South, all vacated under Ordinance 2051 of the City of Renton and that portion of the O northeast quarter of Section l , Iownship 23 North, Range 5 East, ti h.':. in King County, Washington, more particLlarly described as p lolloti:s: Q` 0 Commencing at the northeast corner of the southwest quarter of said thence-- northeast quarter; l ~ , W along the CO southwest quarter, adistanceof250.02 feet; east thence N 89°44'02" , a distance of 18.26 feet tc the TRUE POINT OF BEGINNING; thence S 61°42'59" W, a distance of 258.92 feet; thence S 00°02'16" E, a distance of 248.9.E feet to the northerly margin of Primary State Highway No. 1, Jct. SSH No. 2-:: to Jct. Psh No. 2 in Renton (also known as State Road No. 405) as approved October 31, 1961- the latest • revision being November 7, 19E..; thence westerly northwesterly and northerly along said margin the following courses: N 89°49'09" W, a distance of 44.72 feet; thence S 83°25'09" h', a distance of 82.06 feet; thence N 89°54'45" W, a distance of 241.66 feet to a point on a curve having a radius of 390.8 feet and having a radial bearing of S 1,°05'13" ti; thence northwesterly along said curve through a central ar.`ie of 32°52'06", an arc distance of 224.19 feet; thence N 40°02'41" W a distance of-150.00 feet; thence along a tangent curve to the left with a radius of 286.8 feet through a central angle of 16°15'36", an arc distance of 81.96 feet; thence leaving said margin, N 14°17'27" E, a distance of 248.85 feet; thence S 70°00'00" E, a distance of 98.00 feet; thence N 00°51'26" E, a, distance of 434.32 feet to the southerly margin of Grady lay (also known as Secondary State Highway No. 1-L) being 100 feet in width as presently established; thence northeasterly along the south margin of said Grady hay, N 77°28'26" E, a distance of 222.58 feet to a tangent curve to the right having a radius of 55 feet; thence leaving said south margin, southeasterly along said curve through a central angle of 101°04'25", an arc distance of 97.02 feet; thence S 01°27'09" E, a distance of 179.62 feet to a curve to the left having a radius of 180 feet and having a radial bearing of N 89 28'18" E; thence southeasterly along said curve through a central angle of 41°11'18", an arc distance of 129.40 feet; thence S 41°43'00" E, a distance of 254.78 feet to a tangent curve to the left having a radius of 180 feet; thence southeasterly along said curve through a central angle of 48°01'02", an arc distance of 150.85 feet; thence S 89°44'02" E, a distance of 140.0U feet to the TRUE POINT OF BEGINNING. EXHIBIT.A(0 3) • 0V 9 4: : flied W U (2) AL*1-1114C. CD EXHIBIT A ti O 01`. O . • OD op Tnat portion of Block 12, C.D. Iiilln..an's Earlington Garden Additio:. l:ivision No. 1 as recorded in 1'olu-.e 17 of Plats, Page 74, Records of King County, Washington, together with portions of vacated 9Lt1. Avenue South, vacated 9th Avenue South and the vacated alley between 9th Avenue South and 9th Place South, .11 vacated under Ordinance 205: of the City of Renton and that pornon of the northeast quarter of Section 19, Township 23 North, Range 5 East, V.M. in King County, Washington, more particularly described as follows: Commencing at the northeast corner of the southwest quarter of said northeast quarter; thence S 01004'0?" 4 along the east line of said southwest quarter, a distance of 250.02 feet; thence N 89°44'02" 1., a distance of 18.28 feet to the TRUE POINT OF BEGINNING; thence con- ' tinuing N 89°44'02" I, a distance of 140.00 feet to a tangent curve to the right having a radius of 180 feet; thence northwesterly along said curve through a central angle of 46°01'02", an arc distance of 150.65 feet; thence N 41°43'00" I;, a distance of 254.78 feet to a tangent curve to the right having a radius of 180 feet; thence northerly along said curve through a central angle of 41°11'18", an arc distance of 129.40 feet; thence N O1°27'09" I;, a distance of 179.62 feet to a tangent curve to the left having a radius of 55 feet; thence north- westerly along said curve through a central angle of 101°04'25", an arc distance of 97.02 feet to the southerly margin of Grady Way (also known as Secondary State Highway No. 1-L) being 100 feet in • width as presently established; thence northeasterly along said south margin, N 77°28'26" E, a distance of 284.47 feet to a tangent curve to the left having a radius of 3669.71 feet; thence along said curve through a central angle of 11°14'08", an arc distance of 756.84 feet to a point on the west line of land described in Exhibit "A" of Quit Claim heed under King County Reccording No. 8206270355; thence leaving said south margin of Grady Way, S 01°04'08" W along said west line, a distance of 840.76 feet to the north margin of Renton Village Place as conveyed to the City of Renton under King County Recording No. 5475310; thence N 89°44'02" 1., a distance of 372.42 feet along the north margin of said Renton Village Place to the east margin of vacated said 96th Avenue South; thence S 01°04'08" 1; along said east margin, a distance of 60.01 feet to the southwest corner of said Renton Village Place; thence N 89°44'02" W, a distance of 48.28 feet to the TRUE POINT OF BEGINNING. . EXHIBIT .2 ;) • 0V 9 4•: : fleaW . .. ..,.4";...-....4.,..,..‘;,;„,-,7"...i.7.7....;.-7.7..;,1."'. ' -',r.."nri't."11...:,.....4 7:: • ' 88 09077Q ca 1 ,rAff35f,-717=-0=— i ,:r._._.__[_._. - .,,,, ; 6•,, C) -11 , iii%1 r_us,„,-;,'•]:ifor. ; Far cu Q 6A.„or ����� / 0 1�3 pp�� Sa00-1: ...,-- ,tor 1 Cr ( f it it CF: I ' \ F 'Ali.-. INi'ii t.0156.N.O. ..C.- Or . vE . ‘ihi,, s . , _p„1...._.. . .. , ....14,1/..41., • 6. Lt A9>aM•A'f.41J __Al . -rous-....."P....-",-....,14ketwkam.it Alc...ocir Al 44:47...-I. .:::"=.'';.-t,R. ‘...7'r'.-- . . -,: • iik. •41 {i ........a.._,r -•1. • r.v.wwr� a.,Niiii • .�arwics-i" ...raw, .s��. l.. 1 e• o -..., Skatd J.tI4:s P..t.►t ... .�!!: a 1y • „ow, 'o' -one ,a�Q.: O Z�, ry SN`1,4 }i tut of r11 Gawmtt • v o k . �� Nw ��t B+ MI E < y . Haw Lat C. No. / Ala ri ,d'.f� ei;,6`, •owsa.....4..e..i i A_s c-iw>+.r n.7...s t....R..n Cisr of iP�✓sGvV�g' CMtIN Wueg.uiw+++.w �..•..+ EXHIBIT A(N.34.9 Mf G 0 .. ............... .j."'. % ' I EXHIBIT B . I i V:rx•---\ I I 7 - F- ---1--•-------------i - - \- • :•"."",r,,,,e,„4,;.4.4.". --- !...r:7:::"' • ' .-77.:-::-%-.... --\(-:-.-1,--4 g•-. 1 i-0,r-fir, o.,.., v.;-.7.-.:a1-.) _ . , , , .4.,„_,,,,, . .. ..,......,•-• — ,,. _,. . _...... i•-• -'4,,, I „,,, NT- A•c..1---- • _ _ • . 4.......:,441,,i, -:, JE,,, "Ai, ---:.,, ,I..........4..6,..t....‘i.1 /7— - . . \ fil 1-.T14) I_ , : 4.. ....i......‘,.....•"---- n ,r4.... .. =-•". .... ! •••-,Inn I.. , ---'IV"U.'",;k21.... •• . ....L....4 ---3•1:07Zr74.,...--1-- - . .%3 , 4 ---, -. .. . • . . :' . , .........,..,...,.. 7,;-.............)., PLA/M112 MAIM GROOM WO...1•11 ROT. 'I ____ _ *RR n -..... . _. 4" ......t.t.n. L._l,.......'.-,.. Ailipatz......44 1.'—7 lea- ' I • I :-;.a..Gr7.13.... .' ........ .... i. J . , , ...• . , , ,,,--...,,, •,. .• taa:Mk"."4 4"44•"' 1 ' T 71' . • .' / :.••-•P'""1"p. .___ .• ..*,''.•'''el -• 11 46 . ..,,- -• --- \ : '1--- — //-71_-: . (- 4 ' • • — ;40,• :7'.'70i kLk•1 ? 1....___.....•..„...._,_.......__7-,... r.-,........ ,,ski ,i.......... 41 •:ii ! ( =....%-- , a.___ ,, --,....._-- . \2- ---..:(g4.1.)x ,:-..r--- •- o, % ' I • - . • .!;. ---- i 1111'. 1) •-•.-z_) , 4110Tr.ii 'dill('t: ..' , • .'1N ...P." •. • ,,?"104.441. . -.. . ,..• 4.s 1k .i6.. ....". i ., .=,...• .. ' , 4 • s - •.. ,,IL ,, ,v...r.. . . • . .., - --- -.,c li. 247. !g I -a Ma,W 1.•X's • 1.. it. I..1.., . v:.....'•\,..s •4e•-, .. _---.-_-- .f5_...., , . . ,42' , ,t4i, ..Ictogi • , \ tYla .- k o;• - "Nlitit •7:477- ••4 — -. =...=.r... ..• 11:1 4 r • . '..;A '4, -emistuuthivi Itiiiiiiiiiii.- _ d^:.), =•-•=--- . • .• . • ,,• . v.,-... -, -.11,, ,kwir,. .... -- ,t ,. , . ,. ..i. ,,, .. 7 Wit I i.— ^"`I'll N . lifi 40 Itlilffr i.-F-c-:}.) _ , •. i' • I 1 .. , .. • ot_. 4,.. 6.44/0c..',...., ,_L: ,....., i----- ....--... =7,7 ..0 , \a. • • •••••,•••P - .....),...•,...,.;:0, „_1,,,y,-::#4._ • F; i • '1% 4°\ -•1 I 1/1;I 1-1::= •• —. , . ': 741 . • I. . ,4 "rawai,' -1 •'..i.. • , ,„i,•••y•flAr•••.:,,...,..p.,- ,..3..„,.. lc'', 1.... .., .-,,=- — :.-_,...-M111111" ::,?... .-.,,,Itio. _... 1;0 1.• .....e. ., J . , ,.:,. '.. Fir 111111MMINI\11111.2• :'.::.:g.::,./...-- ,..0:4,, .. _.. —..........• Id-- r“D , , ......_ : . _ _ ,,--,--. . L_. „... A.,„ ,,...n ....RAO1110 MITAL a 3 ' ; I-.- i • kee -I _„,, =num - - -----_____ 4 :• • - . ri , m:...;',1's.•%.r.,. Y. • - .. ,Ila feaue Ir. .6 t..• i . . ‘, />% .... _. A •,..,:\ n • -- . r . .,. ;Mi.! • v. •••,,,-.-, L, —..— .•, - 4 ' ' E•-:.• . \ . Lt.Ov N*N"......... •:IN /.4. 'e$ A _ -:•,:l . ' &.. A,S, ..5 .411 . rti • .41.1-1 LI....:1"" .:....... k. F.'t Cr.:;.;•••••73.. i'"If °Tr t • I '')-"Z-7-"so••••.',\ I.;_1 ',. 41a. ' 1-',. 1 . . .., 0. ( ) Rno. AFORRS MR 41.• IfW7--4. •.- —...— r%_.—..--- -_— o.....r....• . • ' •-•-!'•5"" — 0 Pr.I.III.IRLI mum)lasrar".4r*r ,1..' ; i..:''''47r'. . 1 lo 16 . - `--• ..____ ' ---1 . 'k. '''''''''''N:• , .-.--",. 4,' WIX '''''" . Al • / .. ........ •, ,vg -.- il > ... /el I \„.r.I.- . . • ,,_ - ___ . _ .. _ . _., id:4k_ _... ,/,___ i• , S.Z.VROP.I..../a R...141.do R. ...... •i:•:,;. 0.1L51 h . .o./Arm - 1,A.M.1.11, O IP •Rcent Nor'W..,MOIR no % .. .:4.... ............. - • W : ....... &MIN Po. .-• ,',"!,. .. • ., . ' ...'''..il • ......Po'-'‘%.N.'., M=MMM ..1a.r"...... ..........„...,. . 1 . -- t ..,_.. . -:-',.41,,i -' ti-.-i.g-rrtw--n-c;,- 1 .r.••-•'••-0=-O4.4.% -•ft Ii w. Rr .- .m . n 4t.... 1 71iii: > :Rill*VP* TINISETE- M -. I ......,c.o.wr•-a -'Io•oo. . - (11) (1) PLANT SPACIND DETAIL —. ...r.i..••)•• RAry l.* . .-- .-.._ ___........,..,_,..j•-•-•••^ R D Lt ....... EATHMOUND TYPICAL ECTION • PAKINGLOT LANSCAPE PLAN s.,) B .....,........_, 11 . cra •••t- OLL06011qg z - N '-• ... )_, - . • ; I , 11 r rxoH t$ ADP CITY OF RENTON "LL FINANCE DEPARTMENT Earl Clymer, Mayor Maxine E. Motor, City Clerk October 3, 1988 Mr. Thomas A. Goeltz Davis Wright & Jones 1501 Fourth Avenue Seattle, WA 98101-1688 Re: Appeal of Renton Cinema SA 103-87 Dear Mr. Goeltz: Following the meeting of September 19, 1988, you were forwarded a copy of the Planning and Development Committee report adopted by the Renton City Council concerning your above-captioned appeal. At that time you were requested to prepare the restrictive covenant as required by the report. Enclosed for your further information is a copy of the council minutes of September 19, 1988. Please feel free to call this office for any further questions. Yours truly, CITY OF RENTON y - Maxine E. Motor, CMC City Clerk 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 0 CITY OF RENTON "lL ,` FINANCE DEPARTMENT Earl Clymer, Mayor Maxine E. Motor, City Clerk cWs't 22, 1988 Mr. Thomas A. Goeltz Davis Wright & Jones 1501 Fourth Avenue Seattle, WA 98101-1688 Re: Appeal of Renton Cinema SA 103-87 Dear Mr. Goetz: The Renton City Council at its regular meeting of September 19, 1988, adopted the attached Planning and Development Committee report. Please note the report reverses the decision of the Hearing Examiner and requires a restrictive covenant be filed requiring a roadway upon future development. Please prepare the restrictive covenant as required and forward the covenant to this office to obtain approval of Lawrence Warren, City Attorney, and for recording. Please feel free to contact this office if you have further questions. Yours truly, CITY OF RENTON Maxine E. Motor, CMC City Clerk 200 Mill Avenue.-South - Renton, Washington 98055 - (206) 235-2501 Sestember 19 1988 Renton City Council Minute; _ Page 270 AUDIENCE COMMENT Loren Laskow, 15 S. Grady Way, Renton, requested advancement to Planning Advancement Requested and Development Committee report regarding appeal of Renton Village Associates site approval for new eight-plex cinema located at 25 S. Grady Way, referred on 8/8/88. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL SUSPEND THE REGULAR ORDER OF BUSINESS AND ADVANCE TO OLD BUSINESS, PLANNING AND DEVELOPMENT COMMITTEE REPORT. CARRIED. Planning and Planning and Development Committee Chairman Mathews presented a report Development Committee indicating that the appeal is based on a requirement by the Hearing Examiner Appeal: Renton Village that the applicant install a road between Renton Village Place and Grady Associates Site Approval, Way. The committee found that the Hearing Examiner committed an error in SA-103-87 requiring this road since there is no evidence that requiring this road is necessary or wise at this time. However, the committee did find that a road ' may be necessary upon future development. Therefore, the committee recommended that the Council approve the site plan as amended and as appears on the landscape plan as revised August 22, 1988. Further, the committee recommended that approval be conditioned upon the recording of a covenant to run with the land, said covenant will require the applicant to install a road upon the next application for site plan approval, unless waived by the city. The Committee recommended that the Hearing Examiner's decision be reversed as to the requirement of the road on the condition that this applicant record a covenant requiring a road upon future development. MOVED BY MATHEWS, SECONDED BY REED, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Upon Council inquiry, it was clarified that the covenants will be applicable to the present applicant or any future applicant/owner(s) if subsequent development application is submitted for any portion of the Renton Village Shopping Center, including the theater site and the Evergreen building site. CARRIED. CONSENT AGENDA Items on the Consent Agenda are adopted by one motion which follows the listing. Claim: Chiafalo, CL-44- Claim for damages in the approximate amount of $700 filed by Theresa 88 Chiafalo, 6130 93rd SE, Mercer Island, for damage .to automobile allegedly caused as a result of striking pipe protruding in roadway near Carco Theater (08/18/88). Refer to City Attorney and insurance service. Claim: Wheatman, CL- Claim for damages in the amount of $432.62 filed by Joann Wheatman, 3308 45-88 Park Avenue North, Renton, for damage to automobile allegedly incurred when hit by Parks Department truck near North Highlands Recreation Center (08/29/88). Refer to City Attorney and insurance service. Claim: Tecket, CL-46-88 Claim for damages in the amount of $259.44 filed by Max Tecket, 320 Morris Avenue South, Renton, for damage to residence allegedly incurred from gunfire discharged during altercation between Renton police officers and burglary suspect (08/28/88). Refer to City Attorney and insurance service. Claim: Murray, CL-47-88 Claim for damages in the amount of $1,046.00 filed by Mutual of Enumclaw Insurance Company on behalf of Donald and Nancy Murray, 26427 156th Place SE, Kent, for damage to residence allegedly caused as a result of gunfire exchange when Renton police and King County police attempted to serve warrant (08/11/88). Refer to City Attorney and insurance service. Rezone: Renton Public Hearing Examiner recommended approval of rezone for City of Renton Works Department, R- Public Works Department from R-1 to P-1 for property at Carr Road and 021-88 103rd SE to construct water storage tank and I6-inch water pipeline. Refer to wave 0n,1 ARan.,n ! . .. ...-- Septem;�er 19, 1988 Renton City Council Minutes Page 270 AUDIENCE COMMENT I Loren Laskow, 15 S. Grady Way, Renton, requested advancement to Planning Advancement Requested and Development Committee report regarding appeal of Renton Village Associates site approval for new eight-plex cinema located at 25 S. Grady Way, referred on 8/8/88. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL SUSPEND THE REGULAR ORDER OF BUSINESS AND ADVANCE TO OLD BUSINESS, PLANNING AND DEVELOPMENT COMMITTEE REPORT. CARRIED. Planning and Planning and Development Committee Chairman Mathews presented a report Development Committee indicating that the appeal is based on a requirement by the Hearing Examiner Appeal: Renton Village that the applicant install a road between Renton Village Place and Grady Associates SiteeA_pprov 1 Way. The committee found that the Hearing Examiner committed an error in SA-103-87 requiring this road since there is no evidence that requiring this road is necessary or wise at this time. However, the committee did find that a road may be necessary upon future development. Therefore, the committee recommended that the Council approve the site plan as amended and as appears on the landscape plan as revised August 22, 1988. Further, the committee recommended that approval be conditioned upon the recording of a covenant to run with the land, said covenant will require the applicant to install a road upon the next application for site plan approval, unless waived by the city. The Committee recommended that the Hearing Examiner's decision be reversed as to the requirement of the road on the condition that this applicant record a covenant requiring a road upon future development. MOVED BY MATHEWS, SECONDED BY REED, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Upon Council inquiry, it was clarified that the covenants will be applicable to the present applicant or any future applicant/owner(s) if subsequent development application is submitted for any portion of the Renton Village Shopping Center, including the theater site and the Evergreen building site. CARRIED. CONSENT AGENDA Items on the Consent Agenda are adopted by one motion which follows the listing. Claim: Chiafalo, CL-4.4- Claim for damages in the approximate amount of $700 filed by Theresa 88 Chiafalo, 6130 93rd SE, Mercer Island, for damage to automobile allegedly caused as a result of striking pipe protruding in roadway near Carco Theater (08/18/88). Refer to City Attorney and insurance service. Claim: Wheatman, CL- Claim for damages in the amount of $432.62 filed by Joann Wheatman, 3308 45-88 Park Avenue North, Renton, for damage to automobile allegedly incurred when hit by Parks Department truck near North Highlands Recreation Center (08/29/88). Refer to City Attorney and insurance service. Claim: Tecket, CL-46-88 Claim for damages in the amount of $259.44 filed by Max Tecket, 320 Morris Avenue South, Renton, for damage to residence allegedly incurred from gunfire discharged during altercation between Renton police officers and burglary suspect (08/28/88). Refer to City Attorney and insurance service. Claim: Murray, CL-47-88 Claim for damages in the amount of $1,046.00 filed by Mutual of Enumclaw Insurance Company on behalf of Donald and Nancy Murray, 26427 156th Place SE, Kent, for damage to residence allegedly caused as a result of gunfire exchange when Renton police and King County police attempted to serve warrant (08/11/88). Refer to City Attorney and insurance service. Rezone: Renton Public Hearing Examiner recommended approval of rezone for City of Renton Works Department, R- Public Works Department from R-1 to P-1 for property at Carr Road and 021-88 103rd SE to construct water storage tank and 16-inch water pipeline. Refer to Ways and Means Committee. Parks: Community Center Parks/Public Works Departments requested authorization to enter into Undercrossing Contract contract with Burlington Northern Railroad to raise trestle height at Houser with Burlington Northern Way/Cedar River Park in meeting emergency access requirements of Railroad Company Community Center Master Plan. Refer to Ways and Means Committee. MOVED BY KEOLKER-WHEELER, SECONDED BY TRIMM, COUNCIL ADOPT THE CONSENT AGENDA AS PRESENTED. CARRIED. PLANNING AND DEVELOPMENT COMMITTEE COMMITTEE REPORT September 19, 1988 APPEAL OF RENTON VILLAGE ASSOCIATES SITE APPROVAL (SA 103-87) (Referred 8/8/88) The Planning and Development Committee convened on September 1, 1988 and September 8, 1988 to hear the appeal of Renton Village Associates. Renton Village Associates appeals from the decision of the Hearing Examiner dated July 14, 1988. Applicant is seeking approval of a plan to allow the construction of a new eight-plex cinema. Hearing Examiner approved the site plan subject to several conditions. Hearing Examiner required a road between Renton Village Place and Grady Way. See Exhibit "A". Applicant appeals the requirement that it put in a road at this time. The Committee finds that the Hearing Examiner has committed an error in requiring this road at this time. There is no evidence that requiring this road is necessary or wise at this time. The Committee does find that a road may be necessary upon future development. Therefore, the Committee recommends that the Council approve the site plan as amended and as appears on the attached Landscape Plan as revised August 22, 1988 and attached hereto as Exhibit "C". Further, the Committee recommends that approval be conditioned upon the recording of a covenant to run with the land, said covenant will require the applicant to install a road upon the next application for site plan approval, unless waived by the City. A copy of said covenant is attached hereto. See Exhibit "B". The Committee recommends reversal of the Hearing Examiner's decision as to the requirement of the road on the condition that this applicant record a covenant requiring a road upon future development. Nancy Mathe ti Chair Richard Stredicke 4-- n Reed . 4 o J/ .. ._.. . . — . .. .. _. . . ... _11.4L14 AVE l• __,--_--.----_____._—_-- ( .. •• . i . li ..., i. i / 4. / ' P i...T. -0. , -„. ;.--- -------- ri: I , :,,,..., :ii.- ., 1,( ‘,41,4,40,,.:,,,••fr q , / .........4......4) . ... „,......,00, ! t . • ` ,"'''.-rl'ii gi • it . • c,:.• ii ...• t.. 1,'; ' ' t i —i 4 I ir 1.'44 . :,.. *— ( isi ., • • I f .:',' -,:`, .,, ' I I,' 'It 1:: =;...`1*.,- ;.— •-• ) . li ,:,:?' ,c' Ei-, 1 1 I i •= ',)_ : " .‘ ' ilk,- i .. -1111 ;:eir i \ - -•'• . - 1. 4! ;-_— —.: : -': ._ .q-i101. • i. / -- 1 ! vip, :, 1 1, . ,.. ,4..., LR" 7-•"" i I l . m•".4, 19 1 , • ----- .! .14.14.,146a:1 H,.....,.,,, tkil C.4_ ( , •' •/ el 11--- li— q' r A, e '' i r 1 :;!: , , ., . I , hi .. " - - i 11 , — g , . ,, , ,., 4t , ...... , , , • . dil. 1-----% `' 1- • , ,f "/ .: -41'.11 -\,________i • %-------%ll ‘ , , ' i) I \ dr1 i•, k . • ....,, 1 ...c.„-- .. i------7----,P..- i ,. • / / I 1 . , \'fi--j-41--- 11:11,----_ -------1 . 'd .1 , ,-..., fllii . nligulte 0 II I. I n 1 , " b. i 1 g II ,I li II II !! ' 1111'11 ill .111!11 11.(111[1111iNif'Milli liti 1 i 1g. 1.t 1 , ...- 2. Ar4: li 1 " III;1 1111 111 11 III!It ii1111 i Ili II I!; 1111 11111 i 1 ! : 111. 1 ,; ' I;th!;I 1;41 !In ;1111 !. :11 lir li , •' - lid IF 1 !it PI 1 II 1 1 11 -k•LI t if flt 11/11114 . i 1111 i i I. i I i 1 - 't PI tit III (I'll ir 1111:11 0 I Pli 1. I I i%P li 11 g I PI I ,, d . i • i I ." 1 ; 11 ; ; ; ; ; ; ; ; ; ; ; ',F1 11 rig IT lig ll il 0 I i rk il 1111111111 / 111111 dubi-1- A II ig I 1 t Dl"..CAT ON 07 T { yi•• •q 1 "'P,;g NT • �I THIS i.:}`.i.�lARA}�'ION OF !:,-,a. =n._s C.,i-it- r,�.a..: , .. i. ...d _ �1<!Trol. L„L '3: i4'�f',., y, � .i'9 .77i.�.' j 1 '.:l t. L..' A'-' 0C. �srri ( 10.i1E4ci..i.M�aa.i21St" ) Cot co1.&;s' - i by y a mc„• �• �.-'.a herein provided. V .milt.. ,h•.f S ui 1 _�;li..'�i+1P w { P,t 6S 336 F?_E C I T A L_a •A. Declarant is tha owner of c4irtsin teal __>ay r ated within the Renton village °?'`'1t1`-''i� nt ;.i y -in h3 City Renton, ing County,r 7 } { f 3 J i�t Ct t::1 ' b�i Y! `t :.', b i s a i • L"i e. i..1,-` :: 1 .. : sly' described ,in Exhibit A heralleto i ,.,, ped aka :; erein . ;:.7y th s reference ( "Property.') si s .r, . . r,i�-°�mx r'�..a d,,;.;`ve�''aatL :, Y_E:,.">}r.>_u�?' � � � Air', purpose :.,:.. ` o' ; , fig, the future cbli ration of tha D; :iarant, or a ,y R..:,:�i.�ass rr or assign, "<o Inns a.._ ,r,R co adNay `-5~.'tx'ymenL, over a.i portion of the Property. NOW, .a G:.'t^.FCR , Deac i a rant I fi•` r L C y :t. • `,s'.. biiw'?.e a roadway cL1eddn as follows : 1 . 0y d .70f4tiona• .L buildings o2, 6tr ld7 ..-ef; e4 ^ .a. or any : a tc5a Property s uba�``a''aq-i�,yfiit 4 tTi a'.) C ty s i 1 4 r. ii ' e _ t y.�. . 'h"'.eL!'� a.,�7� � -m� I...l � �"3 k` 'A•-�,.•i S f.6 I.S��•r'ea .f'A 7:; Application S 2. Ps !.' of izhe .. the , 2roperty to be 1 ,d 1 {' Property)improved , .ilti��,uE�;S a.ng �r4�i'��..'1 r ,ilt i°;_'•.. 01.yfm' s o: Y e: .f thy. and r�y .� y plan � d j, .�• .. _l•h : for i`7 a..g e.�S�} ..!> .....�L'tia t. ...., appr+�'if+'3> h,,ai} construct 'a roadway =w :f n a._9 w S/ South ,a^�";1'�,t dam,„ ..e,' z l�.• •_ - ,,.y,'i a.o.: slte '1a `i a�`q.,,td.o'o-jal it Eor '.� p•,�.o t7 'a �N ''}} __ --ss ',�';< ' t:rI�::•.yy..., ... 9 P.. { 1' - � 9m portion a fs-'Sb `� .. iib%:. all d. of yv�--Ge ~o ?eL t, then S f ,t aS..olic5r : sir}d a7.- r',7. } .,• s. - , ile ing ocrtions th P •,c:�;�.•, q i t •� � i -' 1"`.n E+.�' may 1^�.d'....2;��f 1 Nbv T.1N'ic roi.,, .-.+ 'oos a• . The roa wayExhibit.; jig?en.1-. shall w i<or---{- f.. .d `�' ;. :` i s t..ii+i w'1fi1i shown �..i.l 'I,t _ .S set �ty� A1~ .t_., 43 °vOroved by the Cir.:,., of .:�'t>�'� ' -z a'=plan approval . T a � .,� SS t.l..,�,.'s.a ...�:? ��f, �., 4 r ..:s':a t`,S-,.:�,.��<$ site p an app of 1 . 11 r ,L 2 . l-,-`--i_A:tl,a, r..._' s rt �d...�.a� .`.s�+%e,. ea ° . . T,r�v n 7:a f-y it t .1-S ' i•-. :i ha land and be ';•,.i 1 a<l. ,1a; portion .•a.-i n rs 1. .� a}�i i n",� upon ti.,�`y'' ;�'.'1�j`.L; �'# '.7`d-1-i�=�b� .: ::$,,,�. :.1:. al po tion of t. 'La Property. Jp;.n completion of t .e1i '.:cr: tr'..atc`aigtn of tiie -}`,.1 Y r. ` r..vir 4�!1 °Z 1.: S?.1: f !'�7fs l� p ..! F''a�., ••has - .'- b:� `�.Ca =1„mod.� �. ,. ..,. i `!ant r4Y 3 1 e3.E_i`0 Ti:.7fiaa _'t t; = t{ i; f�'1 r c 47 ssw f'_i 1}� P},. z "� r .�>..i i i,ra. .. ., -. „ ` �.. t':., 'y,:- t:,I• tl Dec i r, n i or any r• :.. fC trot t�a�.?[? O Con`3i�"i.'' ` v of �o ,. :3_ •j,{i'' .7 A..<b'.ti {W �,o' a''d+'`nt :[;.ry =:e amended y �' t r 1. .AiL (:,�...� t S ri. .',i t of 4 i' o n ; ,...,. ,. -1}Y '»f y; i. r .,. `-' . • i 1 Ekti;d;f 3 gf,66o • • quc,?;11.-0Toddy • cuop3uTuem ;C) 70;Y Pwzi uT- r.av,LON -ut:77:747 :Tc,: <sAoqz.--1 .7[3;i1A G4-4Ti -0Ig.;,7) • 7,71-e1.1. kJ: 12 f•7;unae, riztjfi.: I IO2?..:2'HP,1 SSaNITM NT; .cQuo371 .11 Ut2tsGsodInd cp..4F pu'e- sz-)14 svo. oa pTe5 puv: My-T.,Vr'2..i oa p-ozpouc:::nv— po,„a715 owl u0s2Jeei sTs'eq VO ous T.2seN pedde syti; tio DNIX 410 • ss ( ( rOZDNIHSvMiO ;uzu.i5Bs LiuT1=DIdG'c, dPN E VigILE.Y.7 gn 1v5n7 V 4T-0,7:4x-.4 As cr. z,:cep • 'dimulf2ku,;: r N7 • L .: — • -----. . ...ori..........•,.ig C.r4 5'A' •'..., lo, ,••••,,,,, , 444444,14 NI t "Ili Pax,.....•,..,nk0., I! 1.41444.4 0 0414 Nikide*0 oqt 1.1k,1 At I..4I 44 .44.14 i I,....14444 144 4144Kti .044.4 4•4 4,4 44,41•4 4.0•44.4,444.0 i.4)''eflat04.?'1'1. CNA'--. ....-....44,..........,.. .... 4. ••••44444 4 LS——9—-* A\ — ,-- ,,,.,..444.41•4444/0.4.4444[441,4 144.40 .4." 1 ...----- 1 +44. .1,-41410.4.4.1 P. 1 T44 N.......' .... .‘':";/...‘.<1''' \ 0 4, ,,...,...4 4.,0,44 IP Pe 4.... ‹1.:::'...1 ,....*:: , ..4,...... .v64 4-,4,4 44,40,411.14.424 ...ft.n-0 6.em... i..>#' `- i :: ,........ • , .-- . 1 ,.:-.:::: _- \ ........._ ... _ 1,..„.,..r.,...---s,it 1 -__ i k 1 __ 1 .. _ 7--1.— __ _____________ _ -.__„...- -,...,ir • .4 . ! _.......____ . ; --- 1 il H . I • . e , • I -4 - 1:. A. - - , ,, i ( I i i .0 j I•1 ....".• • . / ..- .. ....i.r...) .— CIO -------nr....— II \ ti.''..j- -7.' 1 Z.,'.17:••,-:4• 1 14'.•-,jc,i/.1<:: \ , ' . ' 414"."(.-. ‘-'' i 1 i - 1 - _ :>< Ix, :4"---- 1.---•-- ...1-_- . I - - IA,* :\ A _____ - y ,1k1 Or r.) "'",), --.''''.---"kere,'1 Alra -r411. 1•.. 1/ 'i f .- .- '-rutt+e14-..-.9`i tt—% ' ' ., 1 - I_ -- — ._......._ a i 1 i C-- \\\VZIk--. '-'w,-tk.:ifg+41 .- . --ri_F_-..--7--.._.--- __—.. •- .... '%\,. N.'LA;484,1-041A4,070 .1 •2-,,--r!, — --.4f -1.„c' III 4 i v .. : -- •------ el....:.;.?"-,..0..."1 \ \ 4 .74 _ \ ;cr-_^I.--r'st: . 10 1- , :11-- .. r...- -— .. 1.-... k s, ,I....) ........_ . ... .....,c,,.. : 4... i. • 7.- -" — .— - — \\,„ z.„...-... \'...t.‘, jr".'-', tr-is t --1-' -.- it N. -s, 1 :z.--1----r- —5 t ,'''''...;';;:"'.+1." ..-. 1.L.-.1.. - --'. ,.. t ‘-...''-....).e ''. 4'--• 4— 4 sit •....• .. A ., -, — — -- cr--r--% ,k--,--- • 1 • r - 1 ‘;-....•:. • ,....,-,.... ...P.• 1: vs" ,,te,,-.--•...e... aV,,,,Ib.s•et 4.. -r-or r-Ir,Aril .1.4 0 PLANNING AND DEVELOPMENT COMMITTEE COMMITTEE REPORT September 19, 1988 APPEAL OF RENTON VILLAGE ASSOCIATES SITE APPROVAL (SA 103-87) (Referred 8/8/88) The Planning and Development Committee convened on September 1, 1988 and • September 8, 1988 to hear the appeal of Renton Village Associates. Renton Village Associates appeals from the decision of the Hearing Examiner dated July 14, 1988. Applicant is seeking approval of a plan to allow the construction of a new eight-plex cinema. Hearing Examiner approved the site plan subject to several conditions. Hearing Examiner required a road between Renton Village Place and Grady Way. See Exhibit "A". Applicant appeals the requirement that it put in a road at this time. • The Committee finds that the Hearing Examiner has committed an error in requiring this road at this time. There is no evidence that requiring this road is necessary or wise at this time. The Committee does find that a road may be necessary upon future development. Therefore, the Committee recommends that the Council approve the site plan as amended and as appears on the attached Landscape Plan as revised August 22, 1988 and attached hereto as Exhibit "C". Further, the Committee recommends that approval be conditioned upon the recording of a covenant to run with the land, said covenant will require the applicant to install a road upon the next application for site plan approval, unless waived by the City. A copy of said covenant is attached hereto. See Exhibit "B". The Committee recommends reversal of the Hearing Examiner's decision as to the requirement of the road on the condition that this applicant record a covenant requiring a road upon future development. Nancy Mathews, Chair Richard Stredicke John Reed . . —. MANILA AVL I. (---- .,, 111P li. • .. _I •i, 1 1 \ • s . I i . ( ! . - ,F. . .../ I,.. i A F .:... , ,0/. ..i„..v. ,,,.. ....t.,.. , , • ik. ri.:.., ,s / ! '' Y ex, i r. a ,.,----E----i . ,..- Iii- I,,,-- •), --=---8) 4---J-- _.___J [4?, .• / - / *. 'i .... ...e.. - _ I) iczvni , 01:3 : • • ; ,grii. i 1 ,, ....„,„ i_____:___. •__r iil r • l• '441,21181e es--:'-1-41...' % fit sr 2 t ./. I.qi• ' ; ,.;.•• .,--;.1-4,Ini. Is (I /*:-./Y.Y %. 1 1 .:-1 -• 1 t II ft .:t.. i; - .0. - . ' 1' , :I" •,.° E,-,q . , _, . :. - , . ., s ::: .4 i ;r,? .li /i e 7.:: 14-, . _:•,11 .1% ,,- ., ' .ff,_, ,,,,, •.;. .- ,,",,-.1 .e. 1 • 1: It I I . - _ . _-_ -.,7-.1 . -;',. ''',•264-.-4•:•-fi'll*T.V .`,J1- -i t r•• l " I ( . ! - : -7 •4".-'0•••-)0,,,,, " - ---2.:•:'••`"'"' I 61 3 a I I 1 1 g _ _ : e ,-, . ..,.,.„. -...3-1 ••,"•• ------,. 1 Saa•awn :., • filiq I ri „I , 1.- - i- , -, f,,;:, \• /1 •1, .q I, i -.411 ck: ' ;).. —It— 1 0— '... ' - I ,I, ik' fr.ocit :, iz - ,t. • ...:.,,,s ., if " • - =',41---... '1 ' i I CI - - ev,.. il 1 1 A I ' I.' , 11:1!• • k,1._ . .,=42:•,i'• . / Lk; 'it' I/ 1 **II. Al-- \ •. k .\ r .. .,,35•:,.. de 1111111111-•••••,, all , u --•--LI ‘ , I t •! !* i "1'i \. Ir.( , • i •.'„, Ci. 1 ,‘ .1\• :.‘I'". 4, .. • W---------•%11 \ 4 // - I s i \;ill .- i ,________E, ,,,..‘, / J v.,..., hi 11C • ---F-77----C3.- # .... A I • / =___ ; .! /1 I 1 . i9 1 . \1 - . ,-.., li 11 jj .‘ 0 11 0 CI 1 t 8 qi • .,5, 0 jr. I II 1 f,ri „ lin ! I/ I 1 u il / 11 ii II !! I. ! 1,: i „1 1111 g 1111'" fit • iv/ . i q I I ii II I 11 I " i"1 2 111111111 li 1114 : III i' II. .1 i, I 'IA oil il II, ., ii If I f pl, i ill 1 Iii 1 iiii 1 1:11i, I Ili ! li i ii III ii I .1 ..,.,, ..: ...,. ii ..0.... ,.......„ ! .4 ... . 1 1 a - Ell N.„.7iiiiiii i, li iv I i It II will 1 fil 1 i f I. I 1 ill I li I "if !I Mill! Ili ;1i III ;• lif ill ... A i• , I r• i • i I -, i 1 11 l• 1111 11 I III; I ill i NI i if I . C : I l I I I I 1 1 il I I i ? I 111 ! 1 P • trl ITI ri 1 it ii 1 TINNY .1 - 0 1 1.p q li , , IP . )11- , s; ; in ; I I P '.1 -43 1 e ; 1 ' I I 1 ftrili Nur 1 Hifi li j I lo Is I I _.. .... . . I f— a .1 .1 as Il • .4•; 1. -*, • r"...' .•••• ':- , :3 (') ("': ca• CI ;) al: :: ot; :'•.' 4... (; 0 1 4kj V., !1.1 h> '_., 4t) '.;• i I w :,/ r;,t /t1 :r. c:* cr. r: t.• 1:2 1.; c".• 1 () ..:11 C 0 :: 1.. r 4 01 (- C.) LL &. r..) C.) V. 1,1 'r_J 0,.4" f I• 1•••• IA I- :-.) 1.4 p? t-4. I:; (i3 i/ !.' •. ':'.) '''4 4 ::. (!: r SI: : V? :9 0 /1 :_.I IL ,:: 1.) Iti jr. 0, Ct. :I. 1.'1. ..) t•--. IL: () fr.. 1.•••• 1 il."1.-.) (1.? ql .:•.t. ii ).) 94 ti- ro ,(3 r-1 :1 (r.: ".:. 1-• I' tb .1., ri• "..: 1 11 71. ...1- ,••• in :3 rt-P:73 ?•,) `:'.• er In I-1.(It L.p: 1, r; as, .--- 1•.$ it I-. ;3" (,-; i-••• ...1) I-.• k 13 ::"r I-•fD 0 Deo (D (A . ::'. CI. {L, L: kr F s 0 ut . 1.3' 15 4'' • :I 71 I'• :3 ID IA I--, () rt 7-••Icl - ....7 () 0 VI 71 - ..7. t•-• 7.11 • ri I-(! ':•:: 'I- :: rt rl. ....1 L.: I: :-•i' "4:i I 1 C> I" ri* ri '1:3 r 1- co C) f) 1-3 1-• F.' ri tr) '-# St• 1< f p ris (!) :1'•I kJ 0 :1 :1 '•*:, CD N3 :.) ,..: rt 't9 •.'3 Ili - () l''• 0 1-•• o-3 s (1 0 0 :1-‘ l t II' Pi •<:: ''-3 ell ••• 1-,• •-1 *-1% 1".' (1.) 0 PC) i.j. 0 11 Li 1i 110 !..3 rh ''.t :3 (D 1-•'• () !--,r) 0 tt• rn :3" tr.' 7-' f) rr 0 •-s 1---• *3" ill 13 1E1 (CI .1 CE; (i9 •• e•-•• V, air 1 ti fa rt (-:- 0 ::: :3" CD ILS ct F.•-• r--e .4 et- r) r.i ra- os -4 0 :.r: LI :_.1" t vt to rE• a, Pre :1".: •i Le. 0 :-*- r_-) 7 !•C PP o 0 tr fa; al rd :-Y `.44 11-•1,1 1*-•- tr; fl" Ft rr Fa- Ela 0 ) rt -•-.4:11 ,-.) tt tg i-' 0 (110 1-4 (•*" 1.; ‘--4 yi il) ',..1 .E1 4-4 it, (--I L'2." LI 4:1 It op X-0 rff 1-_-a" I) +I I-1 1,-F•1" 0 (r I)' 1 i C. 1 1 77i ti • "1; :...1 0 rE- tV (i• C3 Oa :-.•as Ill EV m in () k-- :3 :-i tg •C U•C .1*, o 13 rl- Ph r., • IP I- ri ri; ,-0 •• V. 1--.. o 4- 1-1 •-111 ttl r) :..1 (I ICJ i-i *••• +19 (1 i'l •••••(-) rr ;3 cr 13 13. 0 rt•Ll 10 :.7. (I <; ,• et 0 IV 1/e i h f 3 () 0) ;I- tle 11 fl 0 -1E- .1 3 5ey ...4, ti 0-- C.. ..: ( f..i t) . r-) '3" 1(,.. 11-. rfi •:-; U (I) ft) rn 4 Pi c.• a...NJ ..;.9 :Id CP :1 6-• J 11 tTi () va at EV 0 (11 41- pr, re I-i CO. 1•': ;D rt. Oa cla cr .;• ill i•-: c) 1-9 *.-• ;D ri 1 al 1s.1 7-.: 10 ri LI -.1 •-•.•1•••••1":: • r.: ; (.) () 1-1 ti :1 'V (1.1 ... 0 f;! •••.; 9) P1 0 .' C."; (k 4.2 -/- tu CD - tip' e. :3 i. :41 i•'• ' ip :-1 0:. 1.-.: 111 p •-, ar, i 1-•-:5"tii 7h4.1 DO 11 .I e.! ,--, ( i 1 (") 1•1 1.:I vs ID ::''.. PI:t :t ' 0) 1•3 :,...... i i, CD (3 ;•.1 0 cr 1.1-1,A4 ,-* 1..• as I "---• 11$ (-3 1-.1 TO I.) '..--.'• a. rt o' 4 I II Itl k4 :3 ri- C.3 tt) 0.1.10 ct i ' ;.1 3 ••••• (.1. I rE •••1 s -") () i I Ls {a' l 0 C •- rr at- ...: •).; k1 a•• 41) Or ill ti t.1 k--- !:1 ' ' .1 .) 0 '--• • Er ' - 's.1 r.3 0 :3- (:e• t li () () '...) ::: 1•1 fis I C) ra (1) (t• ;) tit ft ir. .--,. ,..., fl• 11.. it) j 7.•', ny i-... II-- to (D 4-•-• .7:: n 0., ?li 'Al 4-1 ..... :5 :'. :1 1--• LT. 11) O. 1''.;I: tli :., tb tn '1 VI .i'...• L. IT f_le a 0) ii ;3 1••••• P1 Cr 0, 1., I:; f..., f 1 C..1 In f)) Lc; '-c: ;:7 1 ••• id ,-;- tri irri 0 I: 0.1 ...1.1 11. /!'i :••11 111 /.1) I.0 li r'r •-••v'a •1 0 ,ZTJ tI :i• 1.. ..... Cl N Cr II I-, • *LI •r :JO J . i cr cr .r.: r: (, Cr (-4 IL (3"1,4-1 PI :.1 rt DI (1) Le? t i ....r '''' 7: t 1 i 1:..) a; 0 r) -I rr rt. 01 I-, 1. •,':"0 11 1,1, IC :3 19' Cu ra• Cr •••• u•- --1 ti r) e.-.) • i-i :1 CP 17: :-I'14 3 la ::.3- ri r: c, CU rc -I t7' ,., I... 0 •-• :to ri I, ti, 4) et rt ;-r 4_1 c::9.1 --I ea 1-.-cLe CD :-1 C.1 C•:. g••!. ::., - E" rt• r-t- --;.y' 1-• E.) it v.) p •-i a-A 0 .."-1. ID :1 ID CI • 0 cl- ••-• a•-i Cr. 1) r•-• (a ( ., ri ;•3" to lb :1 IL :I" ft-il/ rt. i/3 ti a-• r1 NJ 1-i as t.2, 1,5 :;' I•••(1) at 1.41 DI 71 ra, ID (It 0 Co 0 $•-3 (,2 ('e 1') r 1 '1 ;:j :.S 3 -.it 1-<, {A) 0 it) ...) 1 tia ;.3 rt En ECI l',' 0 1.1 1-1 Li r1, I :...- ca •7.) !.a• :.* ...., :••• rt t33 • Oa i t CI :1 1•1 (1? rP ':.3 414 144 (-.1 it, In ' ..,.. ft, al .. 4.1"1 +-1 , .C...' il I.- () '-'1, :1 CI .7.3 1,1 r-r al il 1-- cl-I-4 07 7 ' t'.1 e'i •• 1:.. 1•-••••Ir.), c-, 14 (3 i h rt• : - i I 4'.. ; •,, -.•.• •:.I V.:, :-1 It: 11 0 1,4 (1) a. ---. %: F'• (72. r Ft PO i t •• !I.-. U, i I 0 0 0 lit E US LIP '...'. ,i•-•• P! !..lu''•••: 41 ft: .6.' -.) t($ %; /4..: 1.... '0 •?..... 1)1 .1 1i 4....: '4: i•. i.t. ci., ;LT .-1 t-./to ,-; ,t I..: <1- 7.•: (1/ if, ot,', tr., :.1- ce Ili (1 i i' r; :V Lc; V.) il' 10 rr 1'- ;1 3'; i-• r " i-• s... ,-1 !1 '-.‘' ke, :.".1_ 91 411 1.:,1 7. 1., 7., Di UP' :t n ),-to Eti •......; ..-1 I 4 41 Q., 1••• 0> f 1 VI rt" :5 LC E: tta E:1' • 1•• .-1 •-; 11.'0 tr. t.1 in Cm •-• 414 i) ;-,/ (b 1-' ,:l /1.• '..1 I 1. (.1 • ,-i- I: 1.3.., 4 r i'l 11 •,.. 0 i 1..... :i. /-i I-' •• f•,) it, (I) to *IA ''./ ''. .'•••-•• •-: i) Di e... ot 4.0 1•••• tri (-) 0 1-• Pi 1.'; rt- Lt.,: ;rb '' tti t.) 1•• It., r•.• tt te, 4') e,- el 1-!. cu (..; r I ..".; c. ct •::: II. IP 1.1.. 1..-.,to - !...). IA' (-I r) 7'11 (..: s.:. 1-... .• ?..; :Si r..: I/ 4.:•• , ' 1.0 tt• 0 S. C.) st; (Cs IP t": ) :.-) a.. ...,; c... ce 4.:1 al• ,--' :-.1 (I - 4.., (.' r-• L-4 0- C4 . ' 'i 11 (-1 . ci 1 fr :IS 0•11 ...1: ta I)? I r ,.." I') 2:: ',I '.'..1' ut 11. 11-0;" dr ;1 Iv :-E ...-.; r, ri Cr ;:s.• CV Ili ki . .4; I. ri )...... L'; :•,••• •• I••• t..% ill :.1.1 to o: , Ca. 71 .;:•• 1.. al 0 i.1 1.1 01 f 4 1 :-1 (7 *r.:1 Ed II* 1; 1 .., :•.. 't! ft ill 1'.• at a :1 ..... 7.1., e! T•...• 0) i.' r-, la 1.• r•, •,.: ,.. 1 /f (I- IA 'V 4.1 k..% 0 I' fsr •. N..,: t.9 .1 ili 01 ..4. rt, IN 1..111 !--.1 I? t:1. !_... 0 If, 'II •i• •• '• (I •-• 13 r-v Le I •.I. - v • :5• •••••• ',, ;i P-i CI ! • $1, ;•., (..! :7.. (l: .,..: 1•• •• 1...1 t.%•• a.' v• IL, 1-tv .1, ‘., • , / • 1 Y• (... (...,1 in (: i(t 11: PC.1 .• ?•••• I., 0.-"1:i ?I 1.) a .1:1 4.-) 0 e I' 4::: !..1 °I 7 .. :!; 1 ; •• :i I ;r 1-•:: ..•r . , ... 1: .'.1 77 !re 0 ''... 0. C. ter ::. 4 4 (.1 ,1 ....4 ni rl. ,'1 C.1 1.1 ;II . ::., lais•-• ...04 4-•,- 4,4 1`• i.•• •, a• '•• CI i.•• 1 • 1 . C: 1.,, ky• p•-• t-., f:4 1`: re F. i.1 4- 5 1.!: s.0 1--, sr .,-; C .:.$ :-..... v-• ,-; I. r,.... .., ..-.:. t ic. r•- :-• r-, !--- I.' ii (Cf ci- () r -+I C) cl ',..? -••'-':' ;'..t1 1.:1 .../11 -i !.V. ..,• r.t, (... (.1 IP 1..‘ I•i• I..' r.t: •:. :-.. t.1 .'.; to 't -.). ) • t1; :-) L; It .1,- IP r. :',' 11 i•• L.) i1• CD 01'.i• IV 1.1: :.:4 re (.1. 4-I 1"..) tc: ;i f• 1..: :.1 ;..... ii1 i-. .-,• '...1 ... ' v. 1 i .C. !A ....1 ID (1,-- I.1 t j /11 ;• r• L: l''Li f-r• 17: .-. ., c. :t• i.; 1-+. :.*; l• 1 0- 1:•1 `'.1 L.) C?: tr. ip cr 9 ' -; : ' .,- ....! • • •-...; !'.i. :D ,..: 1; .i- --, mo !;-1 ' ", fP 10; CD ...., .:1. ••• 1, :1 e, •":.1 () 0 I In )•••: , ‘...0 "0 (-6 t.) r-' tio Ir. i': "..) ri- LI .), :3' rr (:' a:. or,• I-s. t• c'l t-.: •;? Pitt ..:. t'lt I.::: 1:.: i21 t-I 120, t--) In ( ' rt I.... 1-, :;:f• I.: 1-I :•;) 9.-.• ID ,..'S ;NI 1-9; :3 P‹ /..• 1.-‘ 11 II (I DJ ci- 0-1 .'.) a) (--) r-r ct :-.1- 1---1 .1:: 'U to ...--r Dr < :la 70 rr C) 'xi It I-, C) :ts 0 (.) (l) ::: •,1 11 tl/ ›, 0 t"I Co) ct) Ui i•i tt 1 tr 7-• Ili'. .„:„1„ ft Z (0 t) in Pi- ..iv) 'r,: 1,.. I 1 IX 11 41 f). 0 II Y; rt 0". 1--t lb r-• til 1--• kll c) :I.) :.-1" () t) .t:.': lb o In II .f, ;-) U. 0 ta II 0) rt ,::7' (,) .....'''' ' ;3 l''. L'.1 :.--1 In -.7..'. (t 1... :-; II In CY 1 1 CI 0: CI l• :-.•:; ti 0 t • • f I.; tr.) tCI r t ;;:: 11 10 :i t1 U:.2 0 I 0) 0 01 up (I 0, Al i•-••f 4 ‘• (1! ::1 73 ::‘ I/ !4... 0 i._, it :'•1 01: 7/3 Li r)r r-t tl. cl. ti, (t) I.! ‘4•1 () II iii. ID 1-1...ti• i< `""`-'s•-•- 7t5 1.1 Li 0 ill .7....; ss,,: :.-: (') ;:,-! 1"l'o 1-•'''IV r:o 11 '• 11. ••• t.; CI. r: It 414 1 0 t) () tr: ...• • -• :•• - i( ;,:r• i Ti ph .... 1.1. t--1 Iry (0 UI tD $-.-t-7...I tn )-••• 0-i I--• ,-; I.) 0 11.: V (1' . . • Z.: 9.-.•-1.4 :3 4:1 pl,'' i i Ui' :3 if) IQ I-• i.:. :3. :: LI: :,:.' ::). t•-- t--. sir i t• ..9 '.. ()) :71 ...) it: :1 irl I ik; I'' t• 1...: C...• !..-1! •-i tt. ri. 1.1 -4 t,.1 i kr 4..) b) :::-..; -•0 IA h II-, t-. r'• 1-! 0 ' I.r 1 Li :3 E-0 !II Cr (') h: ri r•s, :,..-• :a.. tr, :_i .-I 11 ...!. 1!. GI (), 4.1 (-. 0-i /: 0 :-.1' --I :-, Ii) "t1 u.• :0 i-I v., II; tr) 4-.: ;:; (.1 1 1.0 1 (1) tr. I--(..0 • ',I tri rc; t,•) IV t-'4. (0 ,.t 0., tit • 1.4 . pi ••. --." .... ti • I • I.k. i..'. ;.:. F-r ! r) .1, Cr . t•• :-•• .-t! I :-.1 :•:1: rt 1-.•I t i, (,) I 0) -r ::., :.73 is; L.1 it- !.:-, r• .(9 •• I* i (9 0 •ct :--• (r u) It) I:Fs I.; ;I:' ':K •.! 7'is 1 ..i.7.I In 11.1 ... , ..-• 1 (V fi.: :,1 1:•• (., •--i• •! r..! "-;') J :) •... - ly• V': :1 ..:: ....'' 1..) 1:"? r*: ..'( .r) 1' :.1 r t 11.1 i to •.,-.) ri , , ..,.r.. r''• ri or !ft r.) i"1 al r•-• 1-'3 ;_i 1 I.'. t• i• _, g I •••`. Jo 11 !'i !.:, 4.1 III :1'. 1., :; i I.: ...3 r; i.i.dt) 4'.'-f. V.' a-4 tr t--, - 1 i al, ...st :.: 1.7.. r?• 4/3 I... '‘'.3 l':, 1.1-.:, '. 1 t I,: 1••••-11 {1 rt 4.; ... I) 1-• 1.•, • -.- I-.. I f :"I. .- CI in ''. 3.' ll. i:: I I Vie C.,), 1Z: ''," '4 ,-1. 1-, I.,‘ (r ti "- I 'I I*k- 1.•; I -•• :.!. :..1 "..,,, r.• tt.• Ir. f.... t--, d) . t* , 11.- . -• 11 :... 11 t • ,-. ••, . 1::: t'.: It' ti. :1 1 r- !•,.1 '-' If) 1:-.., 11 ,..... .:1) •.:1 f'..: 0 tt: : CZ' 9 : /:.• 1 9. : tlk i', s'•• CI 0 ;:.' i; ri II I ;;) ri '''. 1 91. /-•.. .19 •I :;:' :1-: 111: I.•;. C. (ttl' t' 1i' 1 . VI •-• .• t... .... (; ..- 11.! .t ',.IA ) Z.4 (1.e ", [-I Pt :'i -! I) al 1 ! 7 I ,..-. 1-1 '..;-f ,,-• ',...: J•• ! •'• •'• I ; c1t.:1 r.: t) • ' :4 r • II I ,:'.t. ''.< l... i I t:•I 1 tri• ''',7 .%,::-L 1 .7.. ' . .if I •1 C. • Ir., i : •• • ...r ..—.. ........ —..--...-.. •.. , '.'...... • d• :4,...,1,41 . . • -",,.-.• -riril ..S'1'. t • .; • vr. . . ...•— -..-. 1- ._:.,.... . _.-• . r ..-.. 14 (.1...), .'• _.. . .._ 1- , —*--•-••--T—: ,;," ,•. (. • ••J • - • — 1 ,7.• ,:';-. !.... :atir.a. `• ,.. ..., ,i ', s) 1 I. •-i• :,...,..`, ',,tt,s,\lc- ---..."-- . - - • -,•••4 7.; .4c:;::.-It.I.:'....` '''-tv i'.;'• LOJI . . i..... ..................•. . . , 1 .... N. . . ..., ,s' e • ". ) __.... .. i•....Y...\-.:.:.\\ \ }- • ‘ ._ - _-•-• ,.., . . . e-....!' .$ \\ •1,1'...... . . ....-......_...._-..- ..)'1'' • .. ..:11 i•-!''; .0 ti'Foci I•viY:11 4i 4, ,1 \------.13 \ ----._ . . -.. - -• . •1 11;\ *.*•.1 -• •• * ; ' —-- 7.:7.:.:::..:—. •1'4.777: . 44 - 1 . 4 '..- - '•. 'Jj eilti:;1:N'ttfflf, / i / ,/-'' . • . . . .. 14.4.4•4111144141m4.044.1, • . --::•• Er:::- ••-. •-7:::-:•... 1 .....,. • II}.. " 14ie•••1, 0 II • i ---.-i - - - - ..i, 1, :•=.:.fl,'li 1 1),_ •- - .... J. I 1 ---, . ... .. . •.• . , .cr.r.=.,_3 i .i, -• -- (:!.; • .e_..._, ? ,: :.,, . ,...,.., ....,,. ;.: • ii_ :.,....; :.--.....1 . - _.. ....-._..._...._...... :I I .. --rip...4Y.6::- ..-• ' \ .,,,,• -1 1.1- 1-:ti m . . .. . . , ›c .. . . , •.:-. 4Iv4S, +..,!,, .-•;.(: 1 - ' • i.-- g s... . . i • ,tir ',,,-., i . I 1 1 I i ? li ' '''-1-1---t...'1 '1.A / 7- 1:=1-111-,/-;:i; . . . , I I 1 I I . , 1 1 , /_.'_-..t Al.;,:: - -re.:..--_ ••`-' ;.i.-.... I--1-- . . , . . •• • 1... 1433 , . ._.... - ,„7,r, i ii.,..•. ../ 1 ? I I i , .• , ....-----..:•-*".-- . . ! . III ! i 1 ,I. 1 ___-- :.,--,-,..---- 1 i if i ' ...9 7,';'4':.321 ::.": .------.--- k 1 ),.gV` -)..'"' • ....;..:, I;!, -. ---- i 1, I . .‹.'-'-\\ If ll ,. ..... .... _...:;:_. . _ • : _. , .......-- • ...a:1 \ 1 .• , ••••• Oa.4...11.. !....., ,., ...O. \ 1 t..:i ./, •.7.7-5.•-• .... •' . ....- . ' ..., • • ---.._.-............ r ..•4.4-41 4441111411.44 . . 4 e .., I I • .14 4444,4.4,41 I I 40.4.44,144.4 4.1 .•••••• . . L)..'. i•'' .-.. 44.4144.14.•6•1444.41/44-44.1444444.44 a . ,. . . .. . .....„ \ . .4.44 444.4.4...•••44.7:"! di, . •*:1 ••• I tt • ••••• .1,..d 1.11.4.1.14`.....-...1 t 4 • c• '.. .... ', P*1 In•1^1.4.... ........,... • ... --.11 '• %'.1 „how••••.4. _44•4*r. . dlod.d0,4 .....; i.,4-1...•;i•••li inii. 1""11;(i't ti,•,,,,,...).e i.,1„1.1,;...r..... . ...................... . . .. • .. . . . „ . . - • : .... . . • .. . .• . .... • . . •••• . . . . . .. • . . . . . . . .... .. . . . .. . . . sfl- 1O3-8? /) i RENTON VILLAGE MANAGEMENT CORPORA I ION (206)228-3000 EVERGREEN BUILDING • SUITE 509 • 15 SOUTH GRADY WAY • RENTON, WASHINGTON 98055 FAX (206) 235-8007 CITY OF RE?PON September 12, 1988 R SEP 14 1988 U I., _J Mr. Larry Springer Manager Planning Division of Department of Community Development City of Renton 200 Mill Ave. Renton, WA 98055 Dear Mr. Springer: I am sure you are aware that Renton Village Associates submitted for site plan approval for the Renton Village Cinema in November of 1987. The only issue that remains to be resolved is the Hearing Examiner' s request for a roadway to be installed. The Planning Committee of the City Council has voted for a covenant to be signed for the installation of the road at a future date and that covenant is being put together by both the City Attorney and our attorney. That issue will be resolved by the City Council on September 26 . I would like to request that the building permit for the Cinema construction be released as soon as possible so that we can take advantage of the dry weather. . The issuance of a Certificate of Occupancy would require us to meet all conditions established by the City Council or the Hearing Examiner. Thank you for your consideration, 1 1 i y (..Asx) ►ore La- .o Re on Village Associates ° cc:: Donald K. Erickson i RENTON CITY COUNCIL Abbreviated Meeting August 8, 1988 Municipal Building Monday, 7:30 p.m. Council Chambers MINUTES CALL TO ORDER Mayor Pro Tempore Kathy Keolker-Wheeler led the Pledge of Allegiance to the flag and called the meeting of the Renton City Council to order. ROLL CALL OF KATHY KEOLKER-WHEELER, Council President; TONI NELSON, COUNCIL MEMBERS NANCY L. MATHEWS, JOHN W. REED, THOMAS W. TRIMM, RICHARD M. STREDICKE. MOVED BY REED, SECOND MATHEWS, ABSENT COUNCILMAN ROBERT HUGHES BE EXCUSED. CARRIED. CITY STAFF IN LAWRENCE J. WARREN, City Attorney; MAXINE E. MOTOR, City Clerk; ATTENDANCE CAPTAIN DON PERSSON, Police Department; JOHN R. ADAMSON, Program Development Coordinator. PRESS Kathy Hall, Valley Daily News Himanee Gupta, South Seattle Times APPROVAL OF MOVED BY REED, SECOND MATHEWS COUNCIL APPROVE COUNCIL MINUTES ADDENDA TO THE COUNCIL MINUTES DATED JULY 18, 1988, AND JULY 25, 1988, AS PRESENTED. CARRIED. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL APPROVE THE CITY COUNCIL MINUTES OF AUGUST 1, 1988, AS PRESENTED. CARRIED. CONSENT AGENDA Items on the Consent Agenda are adopted by one motion which follows the listing. Garbage: Consultant Planning Division requested review and monitoring of consultant contract for Services for Solid Waste preparing solid waste management plan for selection of garbage hauling and Management Plan recycling vendor; contract to include curbside, composting and control of hazardous waste handling. As funds previously authorized, Staff has been negotiating a contract and scope of work with R. W. Beck & Associates. Refer to Utilities Committee. Appeal: Renton Village Appeal has been filed of Hearing Examiner's recommendation on Renton Associates Site Approvals Village Associates request for site approval filed by attorney Thomas A. SA-103-87 Goeltz for new eight-plex cinema located at 25 South Grady Way, SA-103- 87. Refer to Planning and Development Committee. • CAG: 88-006, Shattuck Utility Engineering/Public Works Department submitted CAG-006-88, Avenue S. Sanitary Sewer Shattuck Avenue S. Sanitary Sewer Project #S-401, Phase II; and requests Project #S-401, Phase II approval of the project, authorization for final pay estimate in the amount of $14,732.08, commencement of 30-day lien period, and release of retained amount of $6,620.14 to contractor, Rodarte Construction, Inc., if all required releases have been received. Council concur. CAG: 87-077, Sanitary Utility Engineering/Public Works Department submitted CAG-077-87, Sewer Rehabilitation #S- Sanitary Sewer Rehabilitation #S-449; and requests approval of the project, 449 authorization for final pay estimate in the amount of $3,917.90, commencement of 30-day lien period, and release of retained amount of $6,656.94 to contractor, Bolles Construction, if all required releases have been received. Council concur. Streets: City-Wide Traffic Engineering/Public Works Department requested authorization for Arterial Study Contract execution of contract for City-Wide Arterial Study with Barton-Aschman Associates, Inc. Costs of the study shall be borne as follows: Washington State Department of Transportation $30,000; METRO $10,00; Boeing 20% of total cost or $30,000 whichever is less; PACCAR, Inc. $5,000; City maximum of $75,000. Refer to Transportation Committee. King County: Traffic Engineering/Public Works Department requested review of draft Transportation Funding proposals from Seattle-King County Economic Development Board and Strategy Committee PSCOG discussed by legislative subcommittee of King County committee formed to discuss transportation funding strategies at the State level. Refer to Transportation Committee. MOVED BY TRIMM, SECONDED BY REED, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. . HEIER/VAN DE VANTER GROUP PS Site Design Transmittal Services Suite 203 ❑ Memorandum 612 Bellevue Way NE Bellevue,WA 98004 ❑ Phone Record (206)451-8001 • ❑ Meeting Notes (15, o/ rom: � Date: ti v Odr `12 201��� Project: Re: ( Zi..;'(f)-1.) l/L r;- aliAltLipA Phone No: We are sending you -,Attached ❑ Under separate cover ❑ Via: the following: \prints ❑ Originals ❑ For Your: QUse ❑ Comment ❑ As requested Action required: El As indicated ❑ No action required ❑ For signature and return pi 17 l ib Q L 0 io fl(*( 4IL ( � C[,a k��1(. [,, '14 ,O Li Nef.),p,(1o/i-LC 411 -, Pik 0") • ,.- By: , ., ti ^ 1. ���all� cc: ( r..1* - - If enclosures are not as noted or subject matter is not as you recall,kindly notify us at once. t% CITY OF RENTON s.LL FINANCE DEPARTMENT Earl Clymer, Mayor Maxine E. Motor, City Clerk August 1, 1988 CERTIFICATE OF MAILING STATE OF WASHINGTON) ss COUNTY OF KING ) MARILYN J. PETERSEN, Deputy City Clerk for the City of Renton, being first duly sworn on oath, deposes and says that she is a citizen of the United States and a resident of the State of Washington, over the age of 21 and not a party to nor interested in this matter. That on the 1st day of August, 1988, at the hour of 5:00 p.m., your affiant duly mailed and placed in the United States Post Office at Renton, King County, Washington, by first class mail to all parties of record, notice of appeal of Hearing Examiner's recommendation filed by Thomas A. Goeltz, representing Renton Village Associates, File No. SA-103-87. d7)/ ‘1144,afrA-Yx1 Marilyn J. P; e , Deputy City Clerk SUBSCRIBED AND SWORN TO BEFORE me this 1st day of August, 1988. e Notary Public in and fort State Washington, residing � / 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 (, 0 CITY OF RENTON FINANCE DEPARTMENT Earl Clymer, Mayor Maxine E. Motor, City Clerk August 1, 1988 APPEAL FILED BY ATTORNEY THOMAS A. GOELTZ, REPRESENTING RENTON VILLAGE ASSOCIATES RE: Appeal of Hearing Examiner's recommendation, dated July 14, 1988, regarding site approval for Renton Village Associates, File No. SA-103-87 To Parties of Record: Pursuant to Title IV, Chapter 30, City Code, written appeal of Hearing Examiner's recommendation has been filed with the City Clerk, along with the proper fee of $75.00. NOTICE IS HEREBY GIVEN that the written appeal and other pertinent documents will be reviewed by the Council's Planning and Development Committee and will be considered by the City Council when the matter is reported out of Committee. The Council Secretary will notify all parties of record of the date and time of the Planning and Development Committee meeting. If you are not listed in local telephone directories and wish to attend the meeting, please call the Council Secretary at 235-2586 any weekday after 1:00 p.m. for information. Sincerely, CITY OF RENTON 6.42,17z,z-„, Maxine E. Motor, CMC City Clerk 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 3ITY OF RENT01-„ N? 27879 FINANCE DEPARTMENT RENTON, WASHIN9NON 98055 / / 19 Z:( Q �� r am°' .� RECEIVED OF � J ��/// G�� !� TOTAL 7� Received by % `� I DAVIS WRIGHT & JONES LAW OFFICES A PARTNERSHIP INCLUDING PROFESSIONAL CORPORATIONS 2600 CENTURY SQUARE ' 150I FOURTH AVENUE ' SEATTLE, WASHINGTON 98101-1688 (206)622-3150 THOMAS A. GOELTZ HAND DELIVERED July 27, 1988 Renton City Clerk Municipal Building 200 Mill Avenue South Renton, Washington 98055 Re: Appeal of Hearing Examiner Decision Dear City Clerk: Enclosed is the written appeal statement of Renton Village Associates which appeals one condition (road installation) imposed by the Hearing Examiner, in his decision dated July 14, 1988 . The applicant requests that the site plan be approved, which the Examiner did, but without imposing Condition 1 for the reasons stated in the Appeal Statement. Please let me know of the hearing schedule for the city council ' s consideration. Very truly yours, • DAIVIS WRIGHT & JONES C✓ a Thomas A. Go- TAG:bjw Enclosure cc: Michael Sandorffy (Renton Village Associates) Loren Laskow (Renton Village Associates) Brian Cloepfil (The Callison Partnership) Fred Kaufman, Hearing Examiner Don Erickson, Zoning Administrator Lawrence J. Warren, City Attorney 6671L UL "27 zee 4 01Cci i^ �FIC ��nI TELEX:328919 DWJ SEA ' TELECOPIER: (206) 628-7040 ANCHORAGE, ALASKA ' BELLEVUE, WASHINGTON ' RICHLAND, WASHINGTON ' WASHINGTON, D.C. • WRITTEN APPEAL OF HEARING EXAMINER'S DECISION/RECOMMENDATION TO RENTON CITY COUNCIL. . APPLICATION NAME: FILE NO. SA-103-87 • RF.NTatL \7TLIiAGE ASSOCIATES . The undersigned interested party hereby files its Notice of Appeal from the Decision or Recommendation of the Land Use Hearing Examiner, dated July 14 19 88. 1 . IDENTIFICATION OF PARTY APPELLANT: REPRESENTATIVE (IF ANY) : Name: RENTON VILLAGE ASSOCIATES Name: DAVIS WRIGHT & JONES Address: 15 S. Grady Way, Suite 509 Address: 2600 Century Square Renton, -WA 98055 I Seattle, WA 98101 Telephone No. - 228-3000 Telephone No. 622-3150 2. SPECIFICATION OF ERRORS (Attach additional sheets if necessary) Set forth below are the specific errors ',or law or fact upon which this appeal is based: • FINDINGS OF FACT: (Please designate number as denoted,in the Examiner's Report) - No. 7 Error: Finding includes existing traffic, not just the incre- mental traffic due to the expansion. Correction: Utilize the Transpo study (contained in Exhibit 1 ) as to daily and peak volumes for the theatre expansion. CONCLUSIONS: • No. 7-9 Error:' See attached sheet. Correction: (JUL' '211988 OTHER: -- r--� 1bJ( C Y MIN'S OFFICE No. Error: Lft V 1 I i Correction: 3. SUMMARY OF ACTiON REQUESTED: The City Council is -requested to grant the following • relief: (Attach explanation, if desired) Reverse the Decision or Recommendation and grant the following relief: X Modify the Decision or Recommendation as follows: Delete Condition 1 (i .e. , delete road installation requirement) and approve site ,plan Remand to the Examiner for further consideration as follows: Other: /2...„, -7A-21(g5 Appellant/Representat"S.ignature Date NOTE: Please refer to Title IV, Chapter 30 of the Renton Municipal Code, and Sections 4-3016 and 4-3017, specifically (see reverse side of page) for specific appeal procedures. 4-3016: APPEAL: Unless an ordinLrdca providing for review of decision of the -__. • Exam:.= requires review thereof by the Superic =1urt, any interested party aggrieved by 1 Examiner's written decision or recommi. _ition may submit a notice of appeal to the City Clerk upon a form furnished by the City Clerk, within fourteen 114) calendar days from the date of the Examiner's written report. The notice of appeal shall be accompanied by a fee in accordance with the Fee Schedule of the City. • (A) The written notice of appeal shall fully, clearly and thoroughly specify the substantial errors) in fact or law which exist in the record of the proceedings from which the appellant seeks relief. (B) Within five 15)days of receipt of the notice of appeal, the City Clerk shall notify all parties of record of the receipt of the appeal. Other parties of record may submit letters in support of their positions within ten (10) days of the dates of mailing of the notification of the filing of the notice of appeal. (C) Thereupon the Clerk shall forward to the members of the City Council all of the pertinent documents, including the written decision or roCommandaiiori, findings and conclusions contained in the Examiner's report, the notice of appeal, and additional !otter:, ct!bmitted by the parties. ID) No public hearing shall be held by the City Council. No new or additional evidence or testimony shall be accepted by the City Council unless a showing is made by the party offering the evidence that the evidence could not reasonably have been available at the time of the hearing before the Examiner. If the Council determines that additional evidence is required, the Council may remand the matter to the Examiner for reconsideration. The cost of transcription of the hearing record shall be borne by the appellant. In the • absence of an entry upon the record of an order by the City Council authorizing new or additional evidence or testimony, it shall be presumed that no new or additional evidence or testimony has been accepted by the City Council, and that the record before the City Council is identical to the hearing record before the Hearing Examiner. (El The consideration by the City Council shall be based solely upon the record, • the Hearing Examiner's report, the notice of appeal and additional submissions by parties. • upon p Hearing IF) If, o appeal of a decision of the Hearing Examiner on an application submitted pursuant to Section 4-3010(A) and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, it may remand the proceeding to Examiner for reconsideration, or modify, or reverse the decision of the Examiner accordingly. (G) If, upon appeal from a recommendation of the Hearing Examiner upon an application submitted pursuant to Section 4-3010(B) or IC), and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, or that a recommendation of the Hearing Examiner should be disregarded or modified, the City Council may remand the proceeding to the Examiner for reconsideration, or enter its own decision upon the application pursuant to Section 4-3010(B) or (C). (H) In any event, the decision of the City Council shall be in writing and shall specify any modified or amended findings and conclusions other than those set forth in the report of the Hearing Examiner. Each material finding shall be supported by substantial evidence in the record. The burden of proof shall rest with the appellant. (Ord. 3658, 9-13-82) 4-3017: COUNCIL ACTION: Any application requiring action by the City Council shall be evidenced by minute entry unless otherwise required by law. When taking any such final action, the Council shall make and enter findings of fact from the record and conclusions therefrom which support its action. Unless otherwise s ecified the City Cnttncii shall he presumed adopted the --••-- -. Fr....r......... to have YYVp\diV the Examiner's findings and conclusions. (AI in the case of a change of the zone classification of property (rezone), the City Clerk shall place the ordinance on the Council's agenda for first reading. Final reading of the ordinance shall not occur until all conditions, restrictions or modifications which may have been required by the Council have been accomplished or provisions for compliance made to the satisfaction of the Legal Department. (B) All other applications requiring Council action shall be placed on the Council's agenda for consideration. (Ord. 3454, 7-28-80) (C) The action of the Council approving, modifying-or rejecting a decision of the Examiner, shall be final and conclusive, unless within thirty (30) calendar days11 from the date of the action an aggrieved party or person obtains a writ of review from the Superior Court of Washington for King County, for purposes of review of the action taken. (Ord. 3725, 5-9-83) } RENTON VILLAGE ASSOCIATES' ADDITIONAL APPEAL STATEMENT TO THE CITY OF RENTON cnn$'' "r4� UI r2 t7.3.988 �I I . D CITY CLEFK'S OFFICE [II] REOUESTED RELIEF M g M:IWg Delete Condition 1 of the site plan approval (i .e. , requiring road installation) imposed by the Hearing Examiner since it is inconsistent with the ERC and staff conditions, is directly contradicted by the record and is illegal since the impacts of the project do not warrant a roadway installation. II . SUMMARY OF PROJECT Renton Village Associates proposes to expand the' existing cinema from 3 screens and 1405 seats to 8 screens and 2260 seats . The applicant and the city have worked for 8 months revising the site plan and agreeing upon all development conditions for the design and layout of the expanded cinema. Because of the applicant-city agreement for payment of a traffic fee and participation in a traffic benefit assessment district (ERC Condition 5) and the applicant ' s written agreement (Exhibit 8) to relocate and install facilities when a future road was put in, the subject of road installation was not an issue at the hearing . There are no opponents to this project and staff did not propose road installation. The Hearing Examiner on his own imposed the road installation applicant which is unwarranted and unnecessary. The has agreed to mitigating conditions which will cost in excess of $300, 000 without road installation. The road installation condition itself would add up to another $275,000, which is not justified on the record presented here. III . DISCUSSION A. The Road Installation Condition Is Inconsistent With ERC and the City' s Traffic Experts . The Hearing Examiner ' s imposition on his own of the road installation is a surprise to the applicant since road installation was specifically determined not to be a requirement by the ERC (the responsible official under SEPA) , the Department of Public Works or the Building and Zoning Department. In fact, road installation was not an issue at the hearing because it was not a requirement or condition by staff and no opponents or other persons presented any evidence on the need for road installation. The applicant, the ERC and the Zoning Administrator agreed upon 9 conditions addressing all impacts of the cinema expansion, including traffic and circulation. Specifically, the applicant agreed to participate in a future traffic benefit assessment district and pay $13,1594 for traffic fees (revised ERC Condition 5) . Further, the applicant agreed to install new facilities and modify existing site improvements in the future • 7295G 2 when road installation was required due to further development (Building and Zoning Department Condition 4; Exhibit 8) . Further, the access to the theater, with a plaza and patron drop off area, was redone to reduce pedestrian and vehicular conflicts . Consequently, all City officials with expertise in traffic and circulation (i .e. , the ERC, the Department of Public Works, and the Building and Zoning Department) expressly considered traffic circulation and safety and each agency concluded no road installation was appropriate based upon the cinema expansion. All recognized a potential future need if further development occurs on adjoining parcels, but each agency concluded no road installation now was justified under state and local SEPA rules or site plan authority. The applicant already has agreed to substantial mitigating conditions as part of the site plan process . As part of the 8-month review process, the site plan has undergone major reworking of the exterior plaza and the building facade. Based on the request of the ERC and City staff, the applicant explored and redesigned both the building facade and the design of the site layout . These revisions created an urban setting for the cinema through architectural design and a plaza entry layout to control pedestrian and vehicular interaction. As a result, the cinema expansion accomplishes all of the objectives of the site plan approval ordinance and handles all impacts 7295G 3 resulting from the project . The road installation condition should be deleted as inconsistent with ERC and staff expertise regarding the project . B. Road Installation Is Directly Contradicted by the Hearing Record. The Hearing Examiner ' s stated reasons for imposing a road installation condition are pedestrian and vehicular risk due to a "poorly defined roadway/parking lot, " driver confusion and mixing of office workers and pedestrians with theater traffic. There is no support in the hearing record for the examiner ' s reasons or conclusions . As mentioned above, road installation was not an issue at the hearing and there was no evidence presented suggesting any such driver confusion or pedestrian or vehicular risks . In fact, the hearing record directly contradicts the requirement for road installation. The applicant retained the Transpo Group to perform a traffic study for the cinema expansion. (Transpo is the consultant the City itself retained to analyze the south/southwest Grady Way traffic improvements . ) The Transpo cinema study was used by the ERC and City officials in devising conditions and was part of Exhibit 1 submitted at the hearing. There was no other traffic evidence submitted. Transpo specifically considered and rejected as unnecessary and unwarranted the roadway installation which the Hearing Examiner has now imposed. The Transpo report stated: 7295G 4 There has been a discussion in the past regarding the construction of a city street through the site as shown in Figure 7. However, the theater expansion will not generate sufficient traffic volumes to warrant construction of the road at this time. Recognizing the fact that the road will be constructed at some future date, the right of way will be reserved at this time and the parking lots will be designed in a configuration that will easily adapt to a road installation. (Transpo Report, p. 13, emphasis added) . The Transpo report further stated that the cinema proposal "will not require new roadways or improvements to existing roads and streets . " Based on its expertise and analysis of the specific requirements of the theater expansion, Transpo concluded as follows : From the preceding analysis and findings, we conclude that the proposed project will have a negligible traffic impact on the vicinity street system. No measures are required to reduce the transportation impacts of the project beyond those proposed. (Transpo, p. 13 , emphasis added) A copy of Transpo ' s conclusion and accompanying map are attached. There is no pedestrian or vehicular accident record to support road installation. The existing circulation system has been used for a great number of years by existing theater patrons and office workers . The theater is only increasing its seating by one-third, so two-thirds of the theater capacity is already using the road system without the problems stated to exist by the Hearing Examiner. 7295G 5 C. The Roadway Installation Condition Is Illegal . The roadway installation condition is illegal under the facts in the record here since there is not the legally-required "substantial nexus" between the minor traffic impacts for an 855-seat theater expansion and the condition for roadway installation. The lack, of a factual connection is established by staff as well as Transpo. Both exercised their professional expertise and judgment and found the roadway installation was not required at this time. However, they did make specific provisions for future installation by reserving a right of way and designing the current parking lot and circulation to accommodate that future installation. The Hearing Examiner ' s condition therefore fails to meet both constitutional and statutory requirements for a direct relationship between the project ' s impacts and the mitigation measures imposed. It is an unconstitutional taking for 0 " �'1 governments to impose a condition, such as the roadway here, UIV" when no substantial nexus with the project impacts exist. Nollan v. California Coastal Commission, 107 S. Ct. 3141 (1987) ; Unlimited v. Kitsap County, 50 Wn. App. 723 ; Orion Corp. v. State, 109 Wn.2d 621 (1987) . Not only is it 'unconstitutional, it is a violation of SEPA I_'M and RCW 82 . 02 . 020 to impose mitigating conditions which are not VI° a direct result of a project ' s impacts . SEPA mitigation requires, among other things, that the mitigation measures be 7295G 6 reasonable. They can be legally imposed on an applicant "only to the extent attributable to the identified adverse impacts of its proposal . " WAC 197-11-660(1) (d) . The roadway installation is not directly attributable to the impacts of the theater expansion. This is clear from the staff and Transpo analysis . Likewise, RCW 82 . 02 . 020 prohibits direct or indirect exactions except in certain limited circumstances not applicable here. That statute further underscores the need for a substantial nexus since even voluntary agreements for mitigation are allowed only "to mitigate a direct impact that has been identified as a consequence of the proposed development. " In sum, the road installation falls short of the legal requirements due to the lack of a record, findings or impacts which meet the legal standard of a direct impact or a substantial nexus . IV. CONCLUSION Based upon the foregoing, the applicant requests that the City Council delete the Hearing Examiner Condition 1 regarding standard roadway installation and affirm the approval of the project with that condition deleted. 7295G 7 th DATED this 017 day of , 1988 . R spectfully submitted, DAVIS WRIGHT & JONES By A2a‘• Ceofee-- Thomas A. Goeltz Attorney for Applicant cc: Michael. Sandorffy (Renton Village Associates) Loren Laskow (Renton Village Associates) Brian Cloepfil (The Callison Partnership) Fred Kaufman, Hearing Examiner • Don Erickson, Zoning Administrator Lawrence J. Warren, City Attorney 7295G 8 61 RENTON VILLAGE CINEMA TRANSPORTATION SECTION ENVIRONMENTAL CHECKLIST Prepared for: Renton Village Associates November 11, 1987 Prepared by: The TRANSPO Group, Inc. 14715 Bel-Red Road, Suite 100 Bellevue, WA 98007 TG: 87288.00 On-site Circulation The expanded theater will contribute approximately 51 vehicle trips to the existing PM peak hour traffic on site. Typical on-site circulation patterns were observed during peak hour and are shown on Figure 7. The majority of on-site traffic does not pass in front of the theater or the Evergreen Building due to speed bumps: located in front of these buildings. This pattern should not change with theater expansion. Pedestrian-vehicle conflicts are typical at theaters especially just before a show time. The expanded theater is likely to experience a degree of conflict just in front of the theater and on the west side of the theater. However, the parking lot has been designed to encourage only drop-off traffic to pass in front of the theater and minimize the number of potential conflicts. There has been a discussion in the past regarding the construction of a city street through the site as shown in Figure 7. However, the theater expansion will not generate sufficient traffic volumes to warrant construction of the road at this time. Recognizing the fact that the road will be con- structed at some future date, the right of way will be reserved at this time and the parking lots will be designed in a configuration that will easily adapt to a road installation. Reduction of Transportation Impacts From the preceding analysis and findings, we conclude that the proposed project will have a negligible traffic impact on the vicinity street system. No measures are required to reduce the transportation impacts of the project beyond those proposed. -13- lks,.._________ .....„...„---1„,12 E 1' , --vr .-------".--r % L f r____ \ :1: 1 ' I r ig, � �- 9 — --___ I 1 �'Cr - RIGHT-OF-WAY i - II.' I RESERVATION 1 I . /4.,,,_;;_,___.,,, . , ,__ _____ •• ,. : .,_ .„,,,,„..7 . L , .... _ „A,for -,7,----.4 Li 1 ) 0r, I / ,y:,#. ......3j;_.t. , z.4,\-_,T----,.:>.- I��� � , - I TO TALB T RD it i v°4' v /L-I,---'- % t-Z4Z. 43-='•Co ‘/. - 4"rr/f, - • 4) 13 T ,„e "4-__,y_A„ __,.....- 4:44 A 401-i SOURCE: 4 THE CALLISON PARTNERSHIP NORTH RENTON VILLAGE Figure 7 CINEMA MAJOR SITE CIRCULATION PATTERNS TRANS1O Grove -14- ) J AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON )ss. County, of King ) DOTTY KLINGMAN , being first duly sworn, upon oath, deposes and states: That on the 14th day of July , 1988 affiant deposited in the mails of the United States a sealed envelope containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. /44, SUBSCRIBED AND SWORN to before me this /y t4, day of Q) , Q16.. 1988 1�o�,'cr iR�� Notary Public 'n an for the State of Washington, rag' W ' ,�p1RY i residing at j- , therein. • Vogt° ••'%•� o:�� t p[uL. ih1 n, or Case #• SA-103-87 - RENTON VILLAGE ASSOCIATES Apj. �TgTE OFSe minutes contain a list of the parties of record.) July 14, 1988 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: RENTON VILLAGE ASSOCIATES File No: SA-103-87 LOCATION: 25 South Grady Way, on the south side of Grady Way, north of I-405, east of Rainier Avenue and west of Talbot Road. SUMMARY OF REQUEST: Approval of a plan to allow the construction of a new eight-plex cinema consisting of 36,253 sq. ft. and 2,260 seats on the site of an existing three-plex cinema which will be demolished. SUMMARY OF ACTION: Building and Zoning Department Recommendation: Approval, with conditions BUILDING & ZONING The Building & Zoning Department Report was DEPARTMENT REPORT: received by the Examiner on June 28, 1988 PUBLIC HEARING: After reviewing the Building and Zoning Department Report, examining available information on file with the application, and field checking the property and surrounding area, the Examiner conducted a public hearing on the subject as follows: MINUTES The hearing was opened on July 5, 1988 at 9:00 A.M. in the Council Chambers of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit #1 - Yellow File containing application, proof of posting and publication and other documentation pertinent to this request. Exhibit #2 - Site Plan Exhibit #3 - Landscape Plan Exhibit #4 - Elevation Plan Exhibit #5 - Floor Plan Exhibit #6 - Illustrative Drawing Exhibit #7 - Revised elevation drawing Exhibit #8 - Copy of Agreements The hearing opened with a presentation of the staff report by the Zoning Administrator, Don Erickson who pointed out this proposal is not to be considered an expansion, but is the demolition of the old cinema structure and the building of a new eight-plex cinema consisting of 36,253 sq. ft., seating 2260 patrons. The new structure is to be located on a 7.69 acre parcel which is part of the Renton Village complex. The site is served by appropriate utilities but problems with storm water flooding has been a concern. To help alleviate the water condition additional landscaping has been used to assist in the retention of excess water. Staff has worked with the applicant on this project for a number of months with a lot line adjustment pending; the urban design for the character of the overall site has been worked out and agreed upon by the applicant which would bind the owners and future owners to a set of development standards. Erickson stated the ERC reviewed the proposal and has mitigated conditions which would include open space, certified fill for the site, submittal of a drainage plan, urban design review Renton Village Associates SA-103-87 July 14, 1988 Page 2 will be necessary due to the cinema's visibility in the neighborhood, participation in the South/Southwest Grady Way Traffic Benefit Assessment District, and a performance bond of $2,000. to ensure streets are kept clean during construction. A review of the criteria to be considered for site plan approval was given noting this site ( complies with the Comprehensive Plan Policies; touched on the parking facilities to be provided; ( it is felt there will be no negative impacts to the surrounding properties; screening of mechanical equipment on the roof of the structure is requested; impacts on the site for open space for the theater and other buildings in the area using those areas; pedestrian circulation on the site to include various walkways; and the eventual extension of South Renton Village Place to Grady Way with the sidewalk also extended to that area. Mr. Erickson pointed out 11 parking spaces will be lost with the open drainage on the back of the site suggested by the Public Works Department; the structure will be 25 ft. high with noise factors given consideration due to the proximity of this site to the I-405 freeway. He stated again that public services are adequate to the site and the applicant is working with staff to create pedestrian links throughout the site to connect to open space areas as well as other buildings and public transportation in the immediate area. In closing Erickson stated it was staff's recommendation that this proposal be approved subject to the 4 conditions set out in their recommendation to the Examiner dated June 21, 1988. The Hearing Examiner called for testimony in support of this application from the applicant or their representative. Responding for the applicant was Tom Goeltz, Attorney, 1501 - 4th Avenue, Seattle, 98101. Attorney Goeltz stated the applicant's concurrence of the report presented by staff and agreement with the conditions noting in response to condition #4 he was prepared to present the agreements as Exhibit #8. With regard to the drainage plan, Mr. Goeltz stated they have submitted a revised plan to the Zoning Department which complies with the reason the applicant dismissed a previous appeal. Regarding the screening of rooftop equipment, it was stated there will not be a typical single unit on the building to serve the complete building. The rooftop units are very small and serve individual theaters within the 8-plex. It is not felt the units proposed would present any advantage in screening as they would be 3 ft. high by 3 ft. wide by 5 feet deep; all duct work has been moved under the roof so it will not be visible; the rooftop unit is an enclosed box which will be painted to match the color of the building. He asked that condition #3 regarding the screening be modified to state that if roof top equipment exceeds the dimensions stated then the screening would be required. Mr. Goeltz stated the applicant has redesigned the proposal to make a better project and requested approval of the proposal as now presented. Responding to the screening information, Mr. Erickson stated his delight in hearing the duct has been moved under the roof and would like to leave the approval of this option up to staff. He saw no problem with the change as presented. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:35 A.M. FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Renton Village Associates, filed a request for approval of a Site Plan to allow the construction of an eight-plex cinema. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Declaration of Non-Significance (DNS) for the subject proposal. Mitigation measures were imposed with the issuance of the DNS. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. There was no opposition from the public regarding the subject proposal. 6. The subject site is located at 25 South Grady Way. The site is located on the campus of the Renton Holiday Inn (formerly the Sheraton), the Evergreen Building, the Renton Place buildings and the Ernst/Pay and Save complex. 7. The City Council annexed the subject site by the adoption of Ordinance 1547, enacted in May, 1956. The site was initially zoned H-1 (Heavy Industry). The site was reclassified Renton Village Associates SA-103-87 July 14, 1988 Page 3 to B-1 (Business/Commercial) by the City Council with the adoption of Ordinance 4082, enacted in September, 1987. A lot line adjustment is pending. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of commercial uses, but does not mandate such development without consideration of other policies of the plan. 9. The approximately 7.7 acre site is generally level, although low areas on the site permit ponding of storm waters, and a drainage ditch is located along the southern perimeter of the site. 10. The subject site currently contains a three-plex theater which will be demolished. Original plans called for substantial renovation, but that was modified and now the proposal is to replace the entire existing structure. 11. The site is generally bounded by I-405 and the Rainier off-ramp to the south and west, and by Grady Way to the north. The eastern boundary is generally formed by Renton Village Place. 12. Renton Village Place is generally an ill-formed and ill-defined right-of-way as it bounds the subject site and runs north to Grady Way. Plans for its improvement are pending as part of a previously approved site plan and as part of a lot line adjustment. The applicant has submitted an agreement which attempts to define a cohesive character for the site in terms of landscaping, paving materials, street lighting and street furniture. 13. A Metro Park and Ride lot and a variety of light industrial uses are located north of the site, north of Grady Way. Puget Power facilities are located east of the site. I-405 and a mixture of uses are located south of the site in the Green River Valley area. Looking west there is a variety of commercial, light industrial and vacant properties. 14. The site is served by City of Renton utilities. Storm water drainage plans have been submitted for this project to rectify existing problems. In addition, some filling of the site is anticipated to avoid potential flooding problems. 15. The applicant proposes constructing an eight-plex cinema containing 36,253 square feet and 2,260 seats. The building will be approximately 25 feet high. 16. Parking for the complex will be provided by a joint use agreement with the surrounding developments on the campus. The theater which generally caters to patrons during the late afternoons, evenings and weekends is a prime candidate for shared/joint use parking. 17. The parking stalls and aisles surround the theater. Sidewalks serving the complex provide access through parking areas and connect to the adjacent developments, and will ultimately connect with the improvements along Renton Village Place. Eleven parking stalls along the south boundary of the site, adjacent to the drainage channel, may be lost. These parking stalls are considered by staff to be excess and would not affect the proposal's complement of parking. 18. Without going into too much detail concerning the interior of the theater, there will be eight screens surrounding a central lobby. A mezzanine/balcony will be located above the main floor. 19. The building will contain an offset facade with a formal entry and an urban plaza in front of the building. The plaza will consist of a terraced, textured concrete and brick walking area and will contain seating. The intent is to provide a formal entrance to the theater. A driveway will permit patrons to be dropped off at the entrance to the theater. The plaza will contain landscaping around the seating areas and will be used to delineate the walkways and driveways. 20. Additional landscaping materials will be planted along the rear or south property line, and an additional seating area west of the theater and south of the Evergreen Building will serve the patrons of both facilities. 21. An existing landscaped area will yield to the new and enlarged building but the applicant has attempted to restore or supplement landscaping in other areas of the complex, including the area which will also serve the adjacent office building. 22. The building will be highly visible and its roof will be viewed from the adjacent office building, therefore, staff has recommended that the rooftop machinery and ducts be Renton Village Associates SA-103-87 July 14, 1988 Page 4 screened. The applicant has agreed that such equipment will be screened, with ducts contained within the roof where they will not be visible and small, discrete, self-screened air conditioning units painted to match the building used instead of one large obvious mechanical unit. 23. The record reflects that vehicles attracted to similar theaters contain approximately 2.5 patrons. Based upon this estimate, and further estimates, a theater containing 2,260 seats could generate approximately 900 one way trips. The number would be less to reflect some use of mass transit. The applicant predicts at least 325 entering and 325 exiting trips during certain annual peak days. CONCLUSIONS 1. The site plan ordinance provides a number of specific criteria generally represented in part by the following enumeration: a. Conformance with the Comprehensive Plan; b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use; In addition, proposed site plans must not cause neighborhood deterioration or blight. The proposal appears to successfully satisfy these additional criteria, and generally should not adversely affect the public health, safety or welfare. The proposed use satisfies these and other particulars of the ordinance. 2. The proposed use matches the designation of the site found in the Comprehensive Plan. The Comprehensive Plan designates the site for commercial uses and the proposed theater is compatible with that designation. 3. The proposal appears to satisfy the various criteria found in the Building and Zoning Codes. The setbacks, yard requirements and lot size have been complied with for the proposal. 4. The low rise theater will not adversely affect neighboring uses or obstruct views. The landscaping proposed for the complex will soften the visual impacts on surrounding uses. The landscaping, plaza and seating areas will also provide a small retreat for people working in the surrounding office buildings. This low rise building's rooftop equipment will be discreet and not unnecessarily intrusive from the higher surrounding office buildings. 5. Again, the low rise nature of the complex coupled with the open space, landscaping, plaza and other amenities will eliminate any adverse impact of the proposal on the subject site itself. There will be a loss of one larger landscaped area but this will be reasonably offset by the provision of additional landscaping along the south property line, the landscaped plaza and the landscaped seating areas. 6. The reconstruction should have little, if any, negative affect on neighboring property values. It will probably have a positive or neutral impact and should certainly not adversely affect the values of neighboring property. The entire layout with the improved entry, larger theater, and redirected access should not create any hardships and should enhance the property and area aesthetics. The applicant has agreed to improve that portion of Renton Village Place generally north of the site, but at some fairly uncertain time in the future. This is not acceptable since until the northerly access issues are resolved, pedestrians and vehicles will remain at risk in this poorly defined roadway/parking lot. Renton Village Associates SA-103-87 July 14, 1988 Page 5 8. Access to the site is not optimum, and the applicant's proposed agreement reflects that the access road from Grady Way is substandard. The piecemeal approach to roadway improvements appears intolerable if further development is to occur in this complex. This situation was an issue at the rezone and during some of the site plan reviews for the Renton Place buildings. Again, it remains something proposed to be done but still "not quite yet." The entryway is not well defined and the traffic analysis points out that pedestrian-vehicle conflicts are typical at theaters, especially just before show time. The expanded theater will increase the potential for such conflicts. The poorly delineated entry from Grady will not help matters. It seems that rather than delaying necessary improvements any longer, that the roadway should be installed in conjunction with t theater expansion. 9. The proposed expansion will increase the seating capacity by more than one-third and it seems reasonable to anticipate greater confusion at show time if the access remains poorly defined. The general campus has already seen the recent development of three relatively large office buildings, it contains numerous smaller merchants, and contains the hotel and Evergreen Building. Now the theater is being substantially enlarged. While the expansion l^\ not generate sufficient traffic volumes to warrant the road, the safety of pedestrians and vehicles warrants a clear delineated roadway. New patrons will be mixing with office workers and shoppers during certain PM peak periods, and safe traffic flow requires more than an agreement to improve the roadway in the future. Since the problem is well acknowledged it's time to deal with it directly. The applicant shall install a standard road section between Renton Village Place and Grady prior to occupancy of the proposed theater. This, along with modified access aisles and the pedestrian sidewalks, should provide both safe and efficient access for both pedestrians and vehicles. The site will also contain a separate drop-off lane so that patrons can be driven up to the entrance without interfering with the flow of traffic in the main parking areas. 10. The sidewalks will connect the site to the adjacent Evergreen Building and provide access around the entire site. Sidewalks will also connect with Renton Village Place and ultimately to Grady Way to provide separate pedestrians walkways rather than requiring pedestrians to compete with vehicles for the right-of-way along the maneuvering aisles. 11. The site should have little impact on the provision of adequate light and air to the surrounding properties. The 25 foot height should not create any adverse affects with respect to either view or shading. The north aspect of the project, and therefore the main entry area and plaza will probably be shaded by the building. The focus of the project is to the north away from I-405 with the plaza being cut off from the southern sunlight. The seating area to the southwest of the theater will receive good solar exposure. 12. During construction of the theater construction noise and some dust may be observed, but neither should present unreasonable intrusions into the area. 13. The site is adequately served by utilities. The ERC conditions should mitigate storm drainage and anticipated traffic impacts. 14. In conclusion, the proposal appears reasonably able to serve the public use and interest. It is well designed and provides an additional aesthetic focal point for the City north of the I-405 corridor. DECISION The Site Plan is approved subject to the following conditions: 1. The applicant shall install a standard road section between Renton Village Place and Grady Way prior to occupancy of the proposed theater. 2. The applicant shall comply with the conditions imposed by the ERC. 3. Rooftop equipment shall be screened or painted to match the remaining exterior trim and shall be substantially similar to that described by the applicant. 4. Design standards for landscaping, street furniture and improvements shall be complementary across the entire complex. Renton Village Associates SA-103-87 July 14, 1988 Page 6 ORDERED THIS 14th day of July, 1988. \<01}-A,H FRED J. KA (1'MAN HEARING E MINER TRANSMITTED THIS 14th day of July, 1988 to the parties of record: Tom Goeltz Attorney At Law 1501 - 4th Avenue Seattle, Washington 98101 TRANSMITTED THIS 14th day of July, 1988 to the following: Mayor Earl Clymer Councilman Richard M. Stredicke Don Erickson, Zoning Administrator Richard Houghton, Public Works Director Members, Renton Planning Commission Larry M. Springer, Policy Development Director Glen Gordon, Fire Marshal Ronald Nelson, Building & Zoning Director Lawrence J. Warren, City Attorney John Adamson, Developmental Program Coordinator Gary Norris, Traffic Engineer Renton Record-Chronicle Pursuant to Title IV, Section 3015 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 P.M. July 28, 1988. Any aggrieved person feeling that the decision of the Examiner is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific errors relied upon by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Section 3016, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. VOLT IN3V-1Ovlly 901,4 Y0, LFz/F 4 . IJlrid 3dVJSQdtl'I - sot-� \' ✓.=n ^-lT',:�_ ``_`' c� '„y`\Q " .,..... • { L.._L' --L--N-e— -:_•'.�• .^�_.-,--.4, '. r •'``•_ ... -: • �•i4o . N 1:..r---T---\-'r-----. t N... ••./-----lt'...:". '-'.,•:::,...4 - ri: kr, -v.--4:, \J.•,4,•i.. — �•� y V.•NI rra.m..l•al wv....a..a.. ra \ r WOK)3DYM N011dtl �'r) ` ).'� ,c. 17414 1,40114M 3.•:, NIN‘jl, r,. , _1 j—._,,,,T4, u 1 m.T.. .l --.•...a.r.alb. . s .<. - Y. �� �a MI (�r. s .`%e,.. 7 n• — fir•.?=•:. % �.'k"", • M. •ems �� , R.= 7 :. .`- 4,— . E.. �� 1 /] t .i�• y 11. \ III II III In • Y „/ ,..?(/ \'—— 0�\\` a :`(;:r1H,y L, . 9 ,T . ..,om • L \"-1,; 3DYd 3DYIA NOHN8 r— —— ..„.7: • • ; -_-.._Cam, 1 -.f ,� . ,, '1 , 1 . . . \ ..,. j 1/.- • . ...——m-wsi=a.a�::' i �1 I 1 \ �_ _-'"�1 P '. -I ` r.a..r 0 I NI ,....__________y. I ........HISITMWM.THQ41;4•••• a . ,. • !. ii: 11-1 A . 4. ......Um ../ . M . RZ:^ ON3031 Mora �" , AVM�'��S I 0 • I T ri3a pNx{ONSI MV0/valuedo rAL • ` uospleJ I I ' 4*— +fir.. 'S w sJ-tossv - 30vrw nalraa I I I I • I-J,_ si.0. r-O' 4.e1., .V &AO I'.d ad•d • Rd wI.a" I P-d ai-d do' . • ® ww lb.".n IND 9AM t. II i �" "�� . - . I 1 rr'n r .ITORI iiII TM scm xaO sun 21. 2 pLDITORNM ? -1. NM!ITS AUDITORIUM 7 `` xm T• a :a>3d•2!, 31 raw. I I I f __ y:,�,� )����`���i`.rr '-�'•"�'�'� �:as.e :ism" ♦Y�� �. 'I r..L4r.ii.11T•��rTN.LTv} F ! • -.1,•�•,�' �_ k 7kA r J)7 212!' .r . .:.�fir:, -„ ,IIIIIII i.-,.. 'ic.,.vi G_ Y- :....-..3' • =ME •ate-:Ywr'4:: _ a^--w.... AUDITORIUM I g Ste" .{�` D,T0 xeA .i• _ T f . AUDITORIUM B I 4•7f ,''' n - �Y• �: •r; aura via ® -$ 11 A' I:1... -I14 II t IIIMMINIF•:•'r ^ I c jai. b i iO. .' I TRO ... rap ea, Wale ��•• ♦- ear-. ' 2.;/,.S- i>�,�'i I''•�:} 11.::'�;,.. v:'-' a.TJ,.. ,r`'r-''..: • 9anlzahnn - ram. ..,,,,v ..r.x.x. n.e - RENTON VILLAGE • tw.r'r•, SEATTLE.WASHINGTON RNb . ' n'd Id.J •!.d • • �� FLOOR PLAN N::��AIR�"":b 1 ic Wk.. �z'SCALE:MI6•. I•.0' • Ank 1� a N. ® I` pgwlw. AREA' 37.363 S0.F. SEATING: 2260 • era ro. • FLOOR PLAN • • • _ LP•=1 ATTACHMENT#11 Y I 1 I I Iwis • \ 1. i _ r--milI .... . .. eaw.�,..,..iry•'T I I I v. . C�art \—scc MVO I I I IF I.I 1.- L-r•I I ry,. :li.vR1'W', . �'I1_ I ITniu,,iiiii1 11 I IIIIIIIItll .ry,tiij ..bF�^^ ..o.h.o' IIIIIIIIIIII Ill II 1 ;WHIM �Mw parrs..,.�oftess saw.)u�i.Me" • —T^T��T++••• CCOfOI(WARM UNGRC GIICJ5 '• ` �I1 i�� III r��. 111 II` tr / ��:, A l =R=4x=a—! _=1•Imo' rynw:.r�momM ��emmIl�' G���i�Iii,I�u::ysa�Gi��l < IIINIMIM Ai ICY V r.IMM N. ENTRY ELEVATION (NORTH) SCJL.E•ve••I'_o• • • tidy • • r...•.,u4w r...ur4..i) - • / (AL TORIW E) (AUDITORIUM 7 ) (AUDITORIUM S) �- - TRO = ,i } The Ritchie Organization .I WEST ELEVATION , ®Genemi m SCALE ve••1'_0• • I .,,. �'................e RENTON VILLAGE >--........�......... cm. '•�'cr!o••m SEATTLE,WASNINGTON I 1 I A — IT 1 1r-- r_ t .1 I . , I ! I I I �`�.` I , 1 . _ I 011..1.0 eve �t` _ (A.M.•C.4./wM.WHOM 041,4 / • (AUDITORIUM 7 ) (AUDITOR UM e) (AUDITORIUM 5) ELEVATIONS — (AUDITORIUM 4) (AUDITORIUM 3) (AUDIT.- 2) J- • / \ / \ / \ I .r w~..,/,.. / ` /\ /\ �'• IO-is•6-I \� , \. \ F \ / �c 7293 SOUTH ELEVATION °^"° SCALE-LW.•.I'-0• LP-3 ATTACHMENT#12 - I I I I I • 1 11 11' J �- o- —� -i • 7 \ Ole., ; y II t1 n —1 . \ ,-�Ir,--fin �- i 1 U 7•-•..........B____,../1. \, \ tnE , -.._. • imam 'i.- Ilia • L — • - T..- ' 11 OM I w I I 1 a� 1 I / 14. Z ii . ____ ________,- . „.•___,-• • ,‘ \ ,,„,„„,...... a ! • • /4 . _ __ --------- - _-_----- - __• _ -, , 1 • / • . _ , ' _,�=f! • �flt/1:/7 i - i , i • B - H 1 Tll'riTiL T,...._. aili t► lag liiiii;t JJ,Jllddr�aJI1111- i 1 ,io [U-I� iiJ /11al � v t.. i iiiir . IM ___A/A ' ! 1 Ir.,/ _:_ ,,,,_,T,F,„,,, ,.._ . _, . _. / , ------------- . j /0' lOr _ i19* 1!; .--'-'-- .1. . t-s .' I /Ira _I - .:121IM .7 .. ----13 " IR4. I I i 4 t4' rili. :.\. .. ila,r) . : -I ae I n5 ! I 1 [ 1 i • ■-!! 71 O�� `,S AA a? „ 1011111 • it _. v _ ni - W; e a _titi i •19 � 41' _- =r 1 -2'5e W7d-6c t • •_.- -- - --- ,- - s v Tr ST h • . \11 -_;:_ MEP ... 11 .rl_�1•1'1::I,I. , / • • RENTON VILLAGE ASSOCIATES feiPir . , •. • SITE PLAN APPROVAL: SA-103-87 • N • . , APPLICANT RENTON VILLAGE ASSOCIATES ' TOTAL AREA 7.7 ACRES PRINCIPAL ACCESS SOUTH GRADY WAY ,, EXISTING ZONING B-1 (BUSINESS USE) EXISTING USE THREE-PLEX CINEMA , PROPOSED USE EIGHT-PLEX CINEMA HAVING 2,260 SEATS COMPREHENSIVE LAND USE PLAN COMMERCIAL COMMENTS LOCATED IN THE RENTON VILLAGE COMPLEX• AT 25 SOUTH GRADY WAY. CITY OF RENTON HEARING EXAMINER PUBLIC HEARING AGENDA COMMENCING AT 9: 00 A.M. , TUESDAY, JULY 5, 1988 COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. RENTON VILLAGE CINEMA Application for site plan approval to allow the construction of a new eight-plex cinema consisting of 36, 253 sq. ft. and 2,260 seats on the site of existing three-plex cinema which will be demolished. GOOD SHEPHERD OF WASHINGTON- GROUP HOME FOR THE DEVELOPMENTALLY DISABLED Proposal to rezone a .847 acre parcel from R-1 (Single Family Residential) zoning to G-1 (General Use) zoning and application for a conditional use permit to develop a six resident, six bedroom group home for the developmentally disabled on the subject site. Property located on the south side of N.E. 19th Street at the 3900 block, between Union Avenue and Shelton Avenue N.E. ECF-010-88; R-010-88 ; CU-010-88 %i 0 CITY 'F RENT N %.11 BUILDING & ZONING DEPARTMENT Earl Clymer, Mayor Ronald G. Nelson, Director June 27, 1988 Brian Cloepfil The Callision Partnership, Ltd. 142 Third Avenue, #300 Seattle, WA 98101 RE: PUBLIC HEARING RENTON VILLAGE CINEMA FILE NOS: ECF-090-87; SA-103-87 LOCATION: RENTON VILLAGE COMPLEX AT 25 S. GRADY WAY Dear Mr. Cloepfil: A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for Tuesday, July 5, 1988. The public hearing commences at 9:00 a.m. in the Council • Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Since = • • Donald K. Erickson, AICP Zoning Administrator DKE:db:sr pc: Renton Village Associates • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540 01991)—) C)/ NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON, ON JULY 5, 1988, AT 9 : 00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: GOOD SHEPHERD GROUP HOME FOR THE DEVELOPMENTALLY DISABLED Proposal to rezone a . 847 acre parcel from R-1 (Single Family Residential) zoning to G-1 (General Use) zoning and application for a conditional use permit to develop a six resident, six bedroom group home for the developmentally disabled on the subject site. Property located on the south side of N.E. 19th Street at the 3900 block, between Union Avenue and Shelton Avenue N.E. ECF-010-88 ; R-010-88 ; CU-010-88 RENTON VILLAGE CINEMA Application for site plan approval to allow the construction of a new eight-plex cinema consisting of 36, 253 sq. ft. and 2 , 260 seats on the site of existing three-plex cinema which will be demolished. Located in the Renton Village complex at 25 South Grady Way. ECF-090-87 ; SA-103-87 Legal descriptions of the files noted above are on file in the Renton Building and Zoning Department. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRESENT AT THE PUBLIC HEARING ON JULY 5, 1988 , AT 9 : 00 A.M. TO EXPRESS THEIR OPINIONS . Published: June 24 , 1988 510 (.07 5N.(613- -41. `e //i/ ko,/,tcycv 4r6 u .► . CITY OF RENTON C_ Lawrence J. Warren, City Attorney "LL • Daniel Kellogg -Mark E. Barber - David M. Dean - Zanetta L. Fontes - ());1 (1? (�"(�c�v Robert L. Sewell - Mary deVuono, Assistant City Attorneys CITY OF RENTON June 23, 1988 1 0EOVf ' JVN241988 Thomas A. Goeltz, Esq. BUILDING /ZONING DEPT. Davis Wright & Jones 2600 Century, Square 1501 Fourth Avenue Seattle, Washington 98101-1688 Re: Renton Village Cinema; Settlement Agreement Regarding Appeal of ERC Conditions Dear Tom: - Thank you for your letter of June 15, 1988 . With one minor exception, the letter is acceptable and mirrors our discussions . The one area of concern is in Paragraph 2 entitled, "Traffic Fee, " and ties that payment to the formation of a transportation benefit district. I do not want to tie the payment strictly to the formation of a transportation benefit district, but would also like it to include a traffic mitigation district formed by official city council action, or a similar vehicle established by official city council action providing a plan for installation of necessary traffic improvements, establishing the proposed funding for such improvements, and establishing a fund into which monies can be paid for financing of the proposed improvements . I suppose that the vehicle I have just described closely parallels the Public/Private Transporation Act of 1988 as well as a transportation benefit district or, alternatively, a SEPA traffic mitigation district. At this time I don't know which vehicle the city will utilize, and therefore I don't necessarily want the city • tied to a transportation benefit district . Additionally, there is some discussion about a legal challenge to a transportation benefit district because of its ad valorem taxing powers . If the ad valorem taxing powers were removed, I could see the legislature repealing the statute and introducing remedial legislation. I don't know what that would do to the agreed upon conditions . If you wish to discuss this with me further, please let me know. If not, perhaps we can discuss amendments to your letter that will satisfy our mutual concerns . Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678 Thomas A. Goeltz, Esq. June 23, 1988 Page 2 Thank you for your cooperation in resolving this problem, and the prompt nature of your letter agreement. Very rely ours, 6fl Lawrence J,. pWarren LJW:as . cc : Mayor Don Erickson Dick Houghto Ron Nelson Larry Springer A8 . 25 : 01 . • BUILDING AND ZONING DEPARTMENT PRELIMINARY REPORT TO THE HEARING EXAMINER PUBLIC HEARING APPLICANT: Renton Village Associates FILE NUMBER: ECF 090-87; SA 103-87 LOCATION: r 25 South Grady Way. Located on the south side of Grady Way, north of I- 405, east of Rainier Avenue and west of Talbot Avenue. A. SUMMARY AND PURPOSE OF REQUEST: • Applicant is seeking approval of a plan to allow the construction of a new eight-plex cinema consisting of 36,253 sq. ft. and 2,260 seats on the site of an existing three-plex cinema which will be demolished. B. GENERAL INFORMATION: 1. Owner of Record: Renton Village Associates 2 . Applicant: Renton Village Associates 3 . Existing Zoning: B-1, Commercial 4 . Existing Zoning in the Area: B-1, Commercial; L-1, Light Industrial; H-1, Heavy Industrial, MP, Manufacturing Park; R-1, Single-family Residential, R-2, Low Density, Multi-family Residential, G-1, General Use. 5. Comprehensive Land Use Plan: Commercial 6. Size of Property: 7. 6913 acres 7. Access: South Grady Way and Talbot Avenue 8. Land Use: Site is developed with a three- plex cinema. There are retail, service, and office developments on adjacent properties and in the immediate area. 9 . Neighborhood Characteristics: North:North, across Grady Way, zoning is L-1,. Light Industrial. Area is developed with various light industrial uses. There is also a METRO Park N' Ride lot. East: Zoning is B-1, Commercial, and H-1, Heavy Industrial. Developments include retail businesses, offices and a Puget Power facility. PRELIMINARY REPC-- TO THE HEARING EXAMINER Renton Village Associates June 21, 1988 Page 2 South: I-405; South of I-405, R-1, Residential and G-1, General Use zones are developed in part with residential uses. There is some vacant property in the area. . West: B-1, Commercial east of Rainier Avenue and MP, Manufacturing Park to the west of Rainier Avenue. Developed with offices, a hotel, manufacturing facilities. There is some vacant property. C. HISTORICAL/BACKGROUND: • Action File Ordinance Date Annexation N/A 1547 May 15, 1956 Lot Line Adjustment 001-88 In Process D. PUBLIC SERVICES: 1. Utilities a. Water: Existing 8" water main service via Hardie Avenue. b. Sewer: Existing 10" line via Grady Way; proposed second line of 8" via Grady Way. c. Storm Water Drainage: Existing combination of 48" and 72" line drainage system, leading to an eleven foot deep line belonging to the State of Washington that will cross under I-405. • 2 . Fire Protection: Provided by the City of Renton as per ordinance requirements. 3 . Transit: Via Grady Way, site is served by METRO lines 145, 146, 148, 149, 155-157, 167, 241, 247, 340. Via Talbot Avenue, 149, 156. 4. Schools: Not applicable a. Elementary Schools: b. Middle Schools: c. High Schools: 5. Recreation: Phillip Arnold Park, Burnett Linear Park E. APPLICABLE SECTIONS OF THE ZONING CODE: 1. Section 4-711, Commercial Zone 2 . Section 4-738, Site Plan Review F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN OR OTHER OFFICIAL CITY DOCUMENT: 1. Comprehensive Plan Compendium, March 1986, Policies Element, Urban Design, page 11. 2 . Comprehensive Plan Compendium, March 1986, Policies Element, Commercial, page 16. PRELIMINARY REPC __ TO THE .HEARING EXAMINER Renton Village Associates June 21, 1988 Page 3 G. DEPARTMENT ANALYSIS: 1. The applicants applied on November 23, 1987 for site plan approval to expand, via new construction, an existing three- plex cinema containing 20, 000 sq. ft. and 1,405 seats into an eight-plex cinema containing 36,253 sq. ft. and 2,260 seats. 2 . The ERC considered this application on February 3, 1988 and deferred issuing a threshold determination due to insufficient information in the areas of pedestrian circulation, drainage, noise, and aesthetics. 3 . The ERC recofisidered this application on April 6, 1988 and issued a Determination of Non-significance - Mitigated with following six conditions: • a. That the applicant develop more usable exterior open space that is not adversely impacted by vehicular noise, principally from I-405. b. That all fill placed on the site be certified by a licensed geotechnical engineer as to its cleanliness and source of origin. c. That the applicant submit an acceptable drainage plan to the Department of Public Works prior to public hearing for site plan approval. d. That the applicants develop a more urban vernacular for the proposed cinema noting that it is sited in a highly visible (urban) area. e. That the applicant agree to participate in the South/Southwest Grady Way Traffic Benefit Assessment District. The increase in traffic is estimated at 223 trip ends and the benefit assessment cost, $43,931. 00. d. That the applicant submit a performance bond of at least $2, 000. 00 to ensure that streets are kept clean of debris and dirt during construction. 4. An appeal of the ERC's environmental determination for this project was filed with the Hearing Examiner's office on May 16, 1988 that asked for reconsideration of Conditions 3 . and 5. 5. Agreement was reached with the applicants in June 1988 that resolved the drainage issue (the applicants will develop an open-ditch storm drain with capacity for a 100-year storm) and modified the traffic mitigation amount tentatively identified in Condition 5. (adjusted downward to $13,594) , which dismissed their appeal. 6. Section 4-738 (D, 1) lists ten criteria that the Hearing Examiner is asked to consider along with all other relevant information in making a decision on site plan approvals such as this to expand'the existing Renton Village Cinema three- plex to an eight-plex facility. a. Conformance with the Comprehensive Plan, its elements and policies; As noted above the proposed land use, a cinema, is a commercial use and is consistent with the Comprehensive Plan' s land use designation of "commercial" for this site. The proposal also is in general compliance with the Commercial Policies set forth in the Plan Compendium (March 1986) , particularly Policy V.A.7. which states that "Commercial areas should be compatible with adjacent land uses. " , V.A. 11. which states that "Joint parking facilities should be r PRELIMINARY REPGr.� TO THE HEARING EXAMINER Renton Village Associates June 21, 1988 Page 4 encouraged. " and V.A.12 . which states that "Individual stores in an area should follow a common design and landscape theme. " Site development standards to be agreed to by the applicant also will ensure that Renton's design related objectives such as III B. 6. "Each district should be encouraged to have its own identity" and III B.8 regarding "harmonious development" are met. b. Conformance with existing land use regulations; The subject proposal complies with the B-1 zoning regulations (Section 4-711) in terms of lot coverage, height of the proposed structure, building setbacks, and permitted uses. It also complies with Section 4- 2201 (Parking and Loading) of the Building Regulations. c. Mitigation of impacts to surrounding properties and uses; As noted above the Environmental Review Committee in issuing its Determination of Non-significance - Mitigated for this project on April 11, 1988 attached six conditions, four of which clearly would help mitigate impacts to surrounding properties by controlling traffic impacts, drainage impacts, aesthetic impacts and construction related impacts. Other measures that might have been considered were not, primarily because there was a question as to their environmental significance. Other measures that could be taken might include the provision of visual baffles or screens to hide mechanical or air conditioning equipment on roof-tops highly visible from nearby . office buildings, sprinklering of the site during construction to reduce dust on nearby parking lots, etc.. d. Mitigation of impacts of the proposed site plan to the site; Among the measures that are being taken to mitigate these impacts are the provision of usable outdoor siting areas and a decorative entry plaza to the cinema itself to help off-set the loss of the existing landscaped area at the northwestern edge of the site. Also, a more green, landscaped open space is being provided between the cinema and the adjacent Evergreen Building which will act somewhat as a visual buffer. The periphery of the subject building has also been generously landscaped as have the loop roads behind the cinema and the new parking lot. The applicants have also submitted revised elevation drawings indicating a more urban vernacular for the cinema itself with a canopied entrance that will be visually integrated into the rest of the building's architecture. These changes should make this proposed building fit better with the neighboring buildings as well as be more attractive than the structure which now occupies the site. e. Conservation of area-wide property values; The subject proposal is expected to enhance property values by establishing a high quality of design for this type of facility. PRELIMINARY REPC-.. TO THE HEARING EXAMINER Renton Village Associates June 21, 1988 Page 5 f. Safety and efficiency of vehicle and pedestrian circulation; The proposed new cinema will be linked to the Evergreen Building, which also occupies the site, with sidewalks. Basically, theses two buildings will share an island of space in the southwester portion of the site that will be surrounded by sidewalks. Pedestrian walkways will also lead out to S. Renton Village Place which is to be improved and extended out to S. Grady Way at a later date. (Note: The owners, Renton Village Associates, have agreed to "modify in the future certain site improvements approved under SA-103-87, by providing at the time of installation of a future street, those improvements" . . . . including "future landscaping and related site development associated with the construction of a new future street along the northeast side of the lot. " These improvements include sidewalks, pedestrian lighting, benches and landscaping. As a consequence of these and other related . improvements, staff believe that both pedestrian and vehicular circulation will be safe and efficient on both the subject site and between it and abutting sites. g. Provision of adequate light and air; The approximately twenty-five (25 ' ) foot high structure is not expected to adversely impact light and air to surrounding properties. A shadow analysis submitted by the applicant does indicate that there will be shadowing of the front entry plaza of the cinema building throughout much of the day, whereas the small triangular landscaped open space to the west of the cinema will receive good solar exposure throughout the day. h. Mitigation of noise, odors and other harmful or unhealthy conditions; Other than during construction noise is not expected to be a problem and even then the City's noise ordinance should prevent unduly or excessively high noise levels. Odors or other harmful or unhealthy conditions are not expected. i. Availability of public services 'and facilities •to accommodate the proposed use; and As noted above, the site is adequately served by existing utilities such as sewer and water, and public transportation is fairly good because of the Metro Park and Ride lot across S. Grady Way, to the north. Neither Police or Fire indicated that the proposed facility would place a major burden on their respective services or sought special mitigation because of anticipated impacts on services in the future from this use. j . Prevention of neighborhood deterioration and blight. The proposed facility is not expected to have a deleterious affect on surrounding properties or the existing business district. Because of its hours of operation the cinema will allow the more efficient use of the existing parking, and improved retailing and service uses could benefit in the future by having such a use nearby. The replacement of the existing structure with a new cinema building of a more contemporary design and higher quality materials, as well as the proposed decorative paving and landscaping should enhance the surrounding area and possibly act as a catalyst for other renewal efforts in the area. PRELIMINARY REPOIcr TO THE HEARING EXAMINER Renton Village Associates June 21, 1988 Page 6 H. DEPARTMENTAL RECOMMENDATION: That the subject application for site plan approval to allow the development of an eight-plex cinema of 36,253 square feet be approved subject to the following conditions: 1. That environmental mitigation conditions (#1, #2, #4, and #6) and revised conditions (#3 and #5) be complied with by the applicant. 2 . That the construction site be sprinklered during construction, as necessary, to reduce dust particles in the air that could settle on nelarby parking areas. 3 . That all roof top mechanical equipment be screened by the provision of architectural baffles or screens. 4. That all Letters of Agreement prepared by the applicant pertaining to: 1) property site design standards for ;this and future development of the Renton Village property (letter dated February 23, 1988) and; 2) future street related improvements (letter dated March 8, 1988) , be signed. • S _ " • II I \ 1 - w \ , \, ' li ir •.,.],.. , t.. i. ,, Frru _ . . 0/L/ / '...''.. ..a---i . ‘ . , Ft...li li T---11—.4 - \ism • .,;.. - ; _. , � ` I TI72. .. ,� I,; a— —• - ------' F QL"Ia I L- 1 / _` - I I ri_ I ----i"----"-7• .. . ti //4/4.•/ ___.------- ' _i -1---------•14-%A" -• - -, a !. • 1 // - !wee, ____________ /_-- , ......._ ____. B IMO I 131 ll . �---- ' i • 7 1[�I•I�f�' I ' 1 la m111111i I j ; . , 1 ,,/1 1 I �t' tid 1I M I. �� � `' IIIIIit � l • . � A , , , � � •5 ; 1 tilit[p E r _Tli_ t_ OJ _____, �T ? t 8�_ � _ :� :< -- I / ` oErN91 ter .' I �� �,_ �;, , 'R—Q ° I _ • 4 LE Ai\ / r�- - 1 . /,/z,. "3Ii.s I .• - "L., IOM-.3,„i 3 : _ i 44_.`_ rai- : i,i.- , ._\ 1.. LA L'__ lois. . p, . . , .••.. S f -- ,i _ o s, _ ee , W rl ,. , e Ls. II --_ ii -- � W — e, 'L 49 41 ,• ,u 7d _,.a, 1 e . s ,� -- L'1''O --- 1 I S 1715 Sr - 1 " " , tsfI EIL • • BE" I " �OW_. a --'E __ ., • ,- !7 liCia�,�' HOC $ la• ST __ - - . J \ • RENTON VILLAGE ASSOCIATES . 4444 . SITE PLAN APPROVAL: SA-103-87 • • N APPL I CANT RENTON VILLAGE ASSOCIATES ' TOTAL AREA 7.7 ACRES PRINCIPAL ACCESS SOUTH GRADY WAY ' , EXISTING ZONING B-1 (BUSINESS USE) EXISTING USE THREE—PLEX CINEMA \ PROPOSED USE EIGHT—PLEX CINEMA HAVING 2,260 SEATS • COMPREHENSIVE LAND USE PLAN . COMMERCIAL COMMENTS LOCATED IN THE RENTON VILLAGE COMPLEX' AT 25 SOUTH GRADY WAY. • I 1, to • • • e • ••: '•.,�,;y 4rryia .___ i _,� ,h - 1 A i. :0. .. _ __ .. • • d . 1 :000 _ • I ii�! •J000 • • • ! t _ • • • ! • ! • "r ri,41. ••'• ° °• r-••• &1 I 0000 o0 ° • • • • • • • • • • •\• • •,I o o R� .0000°0000• • • • • • .0.4.0. •, • • • • • • ". r 804011, • � ,.:,.. I:0000• 1 •000000000. • • • • • • • • • • • • •' , '4&11CC�it Al r' 17 r S °000000000• u• • • • • • • • • • • • • i►`�iiiGia Cy-^ ��'Oo°o°o op it1W ••IL1s�•• •••••'• •'•• '•'•••'; irlITI i171 r 1111k..',-;,c: : ' I!1! 000 • • • • • • • • • •:• `!;,l;e i '0, i ••••••• ••• •••••• •••• IMM• g. • • • •o; i'' �i► , °o,00, 'fs�'.•. i . 0000, •••••••I --- ii. . • • • ♦ • U 1 `6 t, , o 0 0 00 ^v' 00000°000, ..•:r•:.:t.�...i11i • • • • • 1t1tS o, o 0 0 0 o s:u�+r,: ''::;:;;fa 11 )"x: t'l1��� 1 0,' •_•_Vi %•J.� .000000000 p • • i_:,..:�::..:s.•.111■� *.�,• • � */lel)/0110A i ■■111* - , a � 000.000000o .11■I •_ a � 1•'1\t' • :1 o 0 0 0000 000000• `. �11�, /�/A .� ��� , is■ .i,e0Oo°o°oo v- •I■ 0000000000aoo '0000•J _ � ;:: .pp�yprt .`�.:: 2dP <t>: r;r ` .., , --- 1 00p0p00pp0p000pOO°O a O / ■ llffi I11 l , +;�..} . p•y ,._.J . Op�p�gpO00p00p00p Q• ° ,°' . Ii J.P■A{a0. ��: ,r:.:}:;M:1%:. 0000 ° ° Op :� :<v.;. l ,•0.0 f �• •pOp0p0 OpOpOp0000 •O• I -� EMI • 0 0 0 1 . 0 0 0 O o O O O O • O• \ p ST o°o°000°\ '. � ° ° ° ° ° °0000°� ° I� ■�{g@■� .�0 0000 �_ . ■rn e M • 11....1 Ir■r� t= i �". � w `09 •: — •., ■■r'. , 0000 3"a SIC ao 0 0 o Ir■■at► .r ri rsi0r.14::5, . 114811V,1,1.,{,,P.:.• /11111:1111g..?giggig°,:gg°g°g°...,,,,° ° ° ° ° 1.`I ■■■ erj�V.i• •• t•r 000`II n 7 r7, `t 11 1!t 1�■■■ ■■Y,* f,�: ..'jf t••riI Lt .l it '1,r. ■F.Ir■aaE■rY 'CS. ' lre• \, ''C'. l•'t,,r.: �� 'r. � � I■IF.Ir■■■11■►■1 Coo• .. / h• r� )r. ) ■.rr.■i-iiiiili r.....1...■t�•Oo°j • G■r�iJ'3 • •f, )'��°,�''•;�i^�^•r.". � , ge . � ■■a■■■■ ■ �Gi�a■iGm� I.r■m■11■■r1�000•• .lir ■ _ . �• • „tti.rt3„. � a8a�....C�C�■a■ ■{■■I�.i .lir■■�1■■ri. i -`■ ►'�����u. C {ii n '�► tY•' rG '7;S. ..t. ,El� •r I fiG i rr � r ar ur- i •1 i � r r ,a � SG'� 7'` i l. 1■jj� �c�• 1. h i t 1•' •r' �.0 y'•t, •.� � •„ �=\� •d' iCi■■■t�.G■■'� �g.fi■IC■■=�.,,■■i1:.../,. ,; •• r[. •F�L:. , ■i. 4, • 1 ii1, ------- - - •„'•: <:•"°� d � ■ ■■i■ ■m■al�,;VILIIIMIN '• £�•.�:� � �■■ t'�. :rr•; f, '!�ii �. '" ppop�p,, n'.'>,'•' -■ ■ ..o.. ::?: : ;:;<: iii i;:i; E■ ; m■t■C■■■1■-7y •'"'''''"' ."'''''"' : Nf+lg oft ttt o ?- •• •WINO ■1■� \■a'� {+ �,. :...7 1■ '1 c{', :n•t•T7;' RY. • '•". 3rWCG 1�.^ _____▪- ___!-'�■ ■ ■ ns.. :::>:;ut '1 r-' •ti.7'e',ri':�•,.,,r;.J� IM 1 . ( ___ _-___ 1 /241:•::'r:-�t / •mot - _ - ■ •�r� �'I1� y�i •'•-`r'•.rj,.1 ; Si•„ •r�"fT:r)`(�t i;`t:l;i.t .7. �l�•�J � ��fL�� �.. r. 1� �iG�3:i::,�.:;f• fir.I■a ` fr ==-== - ___=_ =- - == I L'9C��= oiI� oo at ,00- • - Ii■a■ o t,■ ■ �'000 ` {..�• ■■�■■ o ,1r,1 i■■■ ` Illiii •• ••i'� ■�•■•• E �: 1 olti.'S '.tC 9 -_- 00000000000':: - _ ■l .�l� itr� �■ ■■�■a■ ` ^�,,., •Y� ill' n.,r>�; .+!�c• -__ •:0000000000,:°_'—_-_- _ _--_ •-' {�_ �■■■ ■■C■■ ■■■ � ..�� i .�t;"'r .00000°0000000,•,�._-—_-_ J - �■ur' len ` L•1[�� U.. ,^ ",-�'rc?.;� .,f�.r�,.C�.'F-t'l.••n .y- _ -_-_ _ ■ , t• `} t:' \ilr'.:Y.••. n•'0 O )aVV,• �c;f, •. �00000000000000 '• __- �•!, - - 1■■ ■ •I �■■a■aaa/l1"rr G o00000000000000 " - '► - �' tkezai,. :r.'` 't;ii• ' ooe ,r•_ •� o0000000000000': . t; • 000° �,• o000000000000 • -�-�- - •I■■■.. r ::::i::i:�:::::::<:i;: , a:::i•r: r�;n. 000. '•t1 // o0000000000°p' __'�_ 0■rar >::':::.. ' • 1 :Cr \ • '•0000aoo• [ • r _-- ����... •. >::•::,; •i.: 000 00 +; • 00000�_• • • •' GB'' :: -:.:'" "tt•.• St:{?'• •000 r' o° ,:/ • •000. • • • • _ �f�--- 1 t�?• .o°p• of •• • • • • � ;n •: 000 I .piGl•�ii., _rQGi, L + "+ i• .•,^i t ,,,,�i.;��i'. ` �, � (� -0000 / ■: i=1 /■i ■l it C _ ---. • .- -- -.- Rill f>Vb. .,; i:`j:::';•;: A •0000 ■ 1 ' •0000. ii ira 1. • •• • OR iv.� it ■' r--▪--=--1.- --7-2---=—— --- -- r� '�•'\Fib' ■ ■ - 000 --- o . •��� ::i:i::�• � ■a■•■ ..... • ■Il.■.mu. ■ pm; --- - _--- 0000 —_ :U','. •, 000, a1 ■arm• = •aCaa - -- __ 000 _- —_ , :i;; Al :::; .... ::.::,:,:,.....::::::,... ",:t. .. 'l ••J■a'1■■■1 r 1 �a■o ."" i7■ 1eC`ila■•■ -- - -___Z--_---__ _ Gr A ■■a■ ■i►■■■marl IC ■■rl -- ----- - �'C..'' •:.•u . _ . - osmium ■ 1zra■r/S I ■•■■■•i-t ---- - `f;(r -- '- - _ ` 0Ooorio ■ C�'.1 ■179,11in--. ■ -- _ ..: • # "' ,0000 't .:0000000 �� i - - �' ,�i_ MIN ME .7,.1 ■M Emsii I 0• .o,:., -- °' 000o• .C: °0000°. I■■'■■ C+ _ I ■■■■■ ■ �:t�'=-_— - -_ - - r. c .0000.•'7''( .000000. ' .... . ' 1.. ...,.... a.a.�.. _ ____—_ 0000° «: . gm■■ ■ I:_:• ■� ■..■ .� ..., --- -°00. . oo°0000 . .t7 ■■■■ •1 r•_.•, : ■ ■ \_■ ■ ■■ , —___ . - ._ - _ e o00000• to `mg t I W raw ini .•1■C■■a■9r' -______UPT 0-_-- ...,••.. % 00000e• •$ •a�■�i'`,: ; ■■■■■■■MINIM , ___- _ ---_.'_--- -:G;.: J? .°Ono r • a■: •,c: ■■ mimic• CCr •' _-7_-__- _- __- •.=' • ' C 11�II11�MII1��Q+'a,':��C3 J'i' ——_- _- _ _ IIc'r , ., • w • %4 • • :..: , .''''e \ • • ••• •, r'__-__-_ _ _______—yj__-_ 1). (7...N.: .• •„: • • 7r LAND USE ELEMENT ::>•;'�_; ;E;1,,. :r mill■, unt■r o o. e , C `'sue'-"' •■a■■1■■Ilm' y _ 000, ,.F Fib •� -.■Single Family :s=:CC11 Commercial • ° ' �. - .0.0 ....t..'� C I Low Density Office / Office Park ,•: °°° '., '1» v - r-- •0000°°. q• .., Multi-Family �`1R�\`\ •0000° /.'\\\ ...cum ^.:il,. 0000• �• � - � - 0000• '.•i 7j:� „r;�: � 000 •: ::• .. ." rr, Medium Density 0000°°° �'''r� ' ') • ` MEN 000000C Public/Quasi-Public Multi—Family 0000 ooa :z ° ,, i .$c$SS' 000000°poi y \; High Density 000000., 0 .: :#:'; Light Industrial , •0000°° Multi-Family • :; n Cr,iil.,•p`, • • •• r �Y Recreation Heavy Industrial .W e N. i .. :�,f�lL Greenbelt ___= Manufacturing Park • `• ` r'L` _ / Multiple Option '- q°.°� •°•:.,. DAVIS WRIGHT & JONES LAW OFFICES A PARTNERSHIP INCLUDING PROFESSIONAL CORPORATIONS 2600 CENTURY SQUARE • 150I FOURTH AVENUE • SEATTLE, WASHINGTON 98101-1688 (206) 622-3150 THOMAS A. GOELTZ June 15, 1988 Mr. Lawrence J. Warren Renton City Attorney 100 S. Second Street P.G. Box 626 Renton, Washington 98057 Re: Renton Village Cinema; Settlement Agreement Regarding Appeal of ERC Conditions Dear Larry: Renton Village Associates has dismissed its appeal of ERC conditions imposed as part of the Renton Village Cinema expansion (ECF-090-87; Application No. 8SA-103-87) based upon our resolution of appealed conditions as follows : 1. Drainage. Through Don Erickson and Bob Bergstrom, Renton Village Associates will satisfy Condition 3 (requiring submission of an acceptable drainage plan by the site plan hearing date) retaining the existing open ditch and removing the existing paved parking area, including the buried 48-inch drainage culvert, now located behind the theatre (i .e. , south portion of the site) to develop open-ditch drainage with the capacity for a 100-year storm. A revised drainage plan reflecting this open-ditch system will be submitted prior to or at the site plan hearing on June 21. Final drainage submittal will be at the time of the building permit application for the cinema expansion. 2 . Traffic Fee. Renton Village Associates has agreed to pay a voluntary traffic mitigation fee in the amount of $13,594 to be paid at the time the South/Southwest Grady Way Traffic Benefit Assessment District is established. At the appeal hearing, Mr. Erickson stated he did not want to tie the payment to any LID, but rather wanted the funds committed only to the Transportation Benefit District. That is acceptable to Renton Village Associates . Consequently, ERC Condition 5 would be amended by substitution of the amount of $13, 594 rather than the stated total assessment cost of $43,391. TELEX:328919 DWJ SEA • TELECOPIER: (206) 6287040 ANCHORAGE, ALASKA • BELLEVUE, WASHINGTON • RICHLAND, WASHINGTON • WASHINGTON, D.C. Mr. Lawrence J. Warren Page 2 3 . Exterior Open Space. The provisional appeal of Condition 1 (exterior open space) is dismissed based upon Mr. Erickson' s confirmation that the revised plaza area design in front of the building is satisfactory. A revised site plan drawing showing the plaza area has been submitted for consideration at the June 21 site plan hearing. 4 . Exterior Design. The provisional appeal of Condition 4 (exterior design) is dismissed based upon Mr. Erickson' s approval of the revised building facade. We have submitted a revised plan, and will submit a color rendering prior to the June 21 site plan hearing. If you believe we need a different form of document to reflect the settlement of these appeal issues, please let me know. Otherwise, I propose our agreement be in the form of this letter agreement and I request you execute and return the enclosed copy of this letter to me. Thank you for your assistance and attention on the traffic issue. Very truly yours, DAVIS WRIGHT & JONES it Thomas A. Goe z TAG:bjw Enclosure cc: Renton Hearing Examiner (Mr. F. Kaufman) Michael Sandorffy Loren Laskow Brian Cloepfil frRITE Erickson ACCEPTED AND APPROVED BY CITY OF RENTON By Lawrence J. Warren Renton City Attorney DATE: 0750L . � I • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ENVIRONMENTAL CHECKLIST NO. : ECF-090-87 APPLICATION NO(S) . : SA-103-87 DESCRIPTION OF PROPOSAL: Application for site plan approval to allow the expansion of an existing three-plex cinema (20, 000 sq. ft. and 1,405 seats) to operate as an eight- plex cinema for a new total of 36,253 sq. ft. and 2, 260 seats. PROPONENT: Renton Village Cinema LOCATION OF PROPOSAL: Located in the Renton Village complex at 25 South Grady Way. LEAD AGENCY: Building and Zoning Department, City of Renton. The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 .21C. 030 (2) (c) . This decision was made after review of an expanded environmental checklist and preliminary site plan, on file with the lead agency. Conditions were imposed as 'mitigation measures by the Environmental Review Committee under their authority of Section 4-2822 (D) Renton Municipal Code (see attached sheet) . These conditions are necessary to mitigate environmental impacts identified during the environmental review process. This DNS is issued under WAC 197-11-340. The lead agency will not act on this proposal for fifteen . (15) days from April 11, 1988. Any interested party may submit written comments which must be submitted • by 5: 00 p.m. , April 26, 1988, in order to be considered. A fourteen (14) day appeal period will commence following the finalization of the DNS. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 DATE OF DECISION: April 6, 1988 EFFECTIVE DATE: April 11, 1988 Ro aid G. Nelson Building and Zoning Director Spri ger olio evel ent Director Richard C Houghton Public Wo s Director ORIGINAL DETERMINATION OF NON-SIGNIFICANCE MITIGATION MEASURES 4 ENVIRONMENTAL CHECKLIST NO. : ECF-090-87 APPLICATION NO(S) . : SA-103-87 DESCRIPTION OF PROPOSAL: ' Application for site plan approval to allow the expansion of an existing three-plex cinema (20, 000 sq.. ft. and 1, 405 . seats) to operate as an eight-plex cinema for a new total of 36, 253 sq. ft. and 2, 260 seats. PROPONENT: Renton Village Cinema LOCATION OF PROPOSAL: Located in the Renton Village complex at 25 South Grady Way. CONDITIONS 1. That the applicant develop more usable exterior open space that, is not adversely impacted by vehicular noise, principally from I-405. NOTE TO APPLICANT: A more urban approach should be taken. A "porta Cochier" could be provided near the front of the theatre that would function both as a plaza and pedestrian/vehicular drop off pick-up zone. 2 . That all fill placed on the site be certified by a licensed geo-technical engineer as to its cleanliness and source of origin. NOTE TO APPLICANT: The geo-techs shall submit a brief report to the Department of Public Works prior to the placement of any such fill material on site. 3 . That the applicant submit an acceptable drainage plan to the Department of Public Works prior to public hearing for site plan approval. 4 . That the applicants develop a more urban vernacular for the proposed Cinema noting that it is sited in a highly visable area. NOTE TO APPLICANT: The Committee disagrees with the notion that this is a typical suburban type mall situation, noting adjacent buildings include two multiple story office buildings as well as a multiple story hotel. 5. That. the applicant agree to participate in the South/Southwest Grady Way Traffic Benefit Assessment District. The increase in traffic is estimated at 223 trip ends and the benefit assessment cost $43 , 931. 00; and 6. That the applicant submit a performance bond of at least $2, 000. 00 to ensure that streets are kept clean of debris and dirt during construction activities. RENT" "UILDING & ZONING DEW' ENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 090 - 87 APPLICATION NO(S) : SITE PLAN APPROVAL: SA-103-87 PROPONENT: RENTON VILLAGE ASSOCIATES PROJECT TITLE : RENTON VILLAGE CINEMA BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE EXPANSION OF AN EXISTING THREE-PLEX CINEMA (20,000 S.F. & 1,405 SEATS)TO OPERATE AS AN EIGHT-PLEX CINEMA FOR A NEW TOTAL OF 36,253 S.F. AND 2,260 SEATS. _O CATION : LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY. r0: I ( PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : ENGINEERING DIVISION flTRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : I ( UTILITIES ENG , DIVISION ( FIRE PREVENTION BUREAU V1PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT 1-1 POLICE DEPARTMENT I ! POLICY DEVELOPMENT DEPARTMENT DOTHERS : OMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDE D N WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT Y. 5: 00 P .M. ON —nirFMarR ai r 1 aA'7 VIEWING DEPARTMENT/DIVISION : IDAPPROVED APPROVED WITH CONDITIONS a NOT APPROVED cc( /#g .19t847L Air/ GNA OF DIRECTLR OR AUTHORIZED REPRESENTATIVDATE; f REVISION 5/1982 Form 182 After a careful review of the plans and a site visit, the following comments are offered for consideration: On the positive side the proposed open space will serve to integrate the Ever- green Building and the new cinema complex. It will be fairly accessible to users of the Evergreen Building and it will offer more visually pleasing views to the south than does the current open space. • On the negative side there are several important factors that make the proposed open space a poor choice. It is smaller. Approximately one-third the size of the existing open space. • 2. It is closer to 1-405 and Rainier Avenue off-ramp noise. The on- site visit confirmed the consultants' contention that. . . ."The noise difference of five to six decibels between the two sites is significant." For the record it should be noted that traffic noise is a major consideration for park location. Attachment #16 states that " the current location of several of the major city parks with similar adjacencies to 1-405 suggest that traffic noise is not the major consideration in public outdoor space location. Liberty Park has been in its present location since 1914 and Cedar River Park also predates 1-405. Because these parks are so close to 1-405 they have taken on a primarily active recreation character." 3. It cannot become an overall site focal point because of its location at the rear of the site and between the two buildings. 4. It does not adequately take advantage of the existing site amenities such as the trees, water and lower elevation, which, if properly utilized, could mitigate to some extent the 1-405 noise factor. 5. The proposed site is not adequately buffered with trees and other landscaping. 6. It leaves the most poorly designed existing public open space untouched. Because of the above negative factors the proposed open space plan is not acceptable. The existing open space is certainly not without its problems. Overall poor design and maintenance are the major reasons this space is under-utilized. Specifically the following design and maintenance issues have been identified: 1 . The site has trees but no grass or ground cover. Bark has been used throughout and it makes the site appear and feel barren. 2. It has a modest physical pedestrian connection to the Evergreen Building. 3. The seating area has benches that are too long for the small and potential intimate area they enclose. They would be more suitable irk a train station. -1- ; i 4. The focal point of this dubiously designed seating area is a single tree which in a way epitomizes the lack of creative landscape treatment that makes this site such a disaster. 5. The space is basically an isolated island with no meaningful connections to its surroundings. Having catalogued the sites' deficiencies does not mean it is without potential value. On the contrary the site is extremely valuable for the following reasons: 1,. The site is midway between Grady Way and 1-405 thus the noise impacts from those two major traffic corridors are less a factor than if the site was located adjacent to either corridor. 2. Even though it is under power lines they are not a negative factor in the site experience. 3. The space is large enough to incorporate a variety of landscape and passive recreation features. 4. The space could be designed in such a way that it would not only integrate the cinema complex and the Evergreen Building but the Ernst Hardware Store as well. Further, it could be a focal point from the Lake Street entrance and because of its central location it could become a Central Park as the sites north of it develop with more intensive uses in the future. 6. The site has the potential to become a lush oasis amidst a desert of under-landscaped asphalt parking lots. -2- REVIEWING DEPARTMENT/DIVISI N : a.If ' APPROVED [ APPROVED WITH CONDITIONS ONOT APPROVED Developer should agree to participate in South/Southwest Grady benefit district at $197.00 per average increased daily trip generated. More information is needed from the traffic analysis as to what the average increased daily trip would be when generated. Present analysis onjy gives average peak hour trip 4:00 to 5:00 p.m. and 8:30 to 9:30 p.m. $197 x"average new increased daily trips = $ benefit distric assessment iblo • 11:-,.. ,d,, ( ---, ,•--,--1,-,.,,,,,_______ 0A-A/--, • SIGNATURE OF DIRECTOR OR/AUTHORIZED REPRESENTATIVEATE; ,f'CLi a� /9P7 REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION ; S-12-7 C.,--e-e----Le. ' 1 APPROVED n APPROVED WITH CONDITIONS EJNOT APPROVED I) Pro 1)1 .,Q1741 -3.-- 5 6 d ,,,/ 0/VA,7/70--., L.'cr-a-Y?-se; r- ?...) r, ,,,,,g‹._ ,,_.„....- , L,, ii,/- ,.- _, st7 .she • 2 /Zi/8/P7 lo,,__________ (1) SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVDATE; REVISION 5/1982 ' Form 182 REVIEWING DEPARTMENT/DIVISION ; ESQ Qfe(kfl-hntq DAPPROVED MAPPROVED WITH CONDITIONS ONOT APPROVED Ymribfk a ,4er � 41:146A • 1 .YRect4 .16 N Cl - apilwctliim i com*-054 .0-ketb). Akm_ Jy\6\ Ax ao. -0,4 .1k 6vtAtj 4txrd Ad._ syrip, afrm 14, -h it,. bktAtivt) I, in,,,A „A ii w r, ) Ni, 1)11 No liv., 1 11, .11, /a . J. ktW I(;NATIIRF nc nTnr,•,•,.., _.._._- _ DATE! 1�. -7.1 '1 ' REVIEWING DEPARTMENT/DIVI IN : "I7�d,;cc APPROVED l l APPROVED WITH CONDITIONS 12INOT APPROVED • `Lt. f,1. -l(1��.-�---- DATE: ► ---as'-b SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : G010 lf0(p . 00 OAPPROVED APPROVED WITH CONDITIONS El NOT APPROVED LwtZ,G.. fJ CADDau1 7.3i4 , •rp_e6. pczwifbS D s }our vii-vx A 2'I CiAt-,t r ,KZ ►11110 0ti► ,401 5:,I z. -. g m us-1 IM hI1k)71;UU 11 1101 WT W,rn 1r60 4 (A)IDLE UacIJQSciwc //�� S S CK ALor , �406 L/ 1,060L.0 •60 _ YY1T �1st I►v I rU(0 Iry Oolrk)I r6 a -�-R 6� irk) w irpt p�cl Duoo., -r6 Pisow6 PL -lI /FC . ho3N-v<Ari TO 4o5, O -` `�-, // �qI88 a.. DATE: SIGNATURE OF DIRE v OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 REVIEWING DEPARTMENT/DIVISION ; P Form 182 OAPPROVED APPROVED WITH CO ITIONS OT APPROVED .4741--- lla,_ owl) EUTILIIi APPROVAL SUBJECT T7 _ •• LATE CIINERS AGREEMENT-VIf.7 R � _j.,6/o. .+...-. -- LATE COWERS AGREEMENT-SE:J R Iv0 SYSTEM DEVELOPMENT CHARGE-WATER s `- �+ �TX 3 i D` "" $ 3 40. r SYSTEM DEVELOPMENT CHARGE-SEWER y, •r i C SPECIAL ASSESSMENT AREA CHARGE•WATER Q�o SPECIAL ASSESSMENT AREA CHARGE-SEWER Neil �U ►?J<�OC.E1 TCfl�c ILA 4i� APPROVED WATER PLAN _Y � _ L y '�APPROVED SEWER PLAN , `i� L APPROVED FIRE HYDRANT LOCATIORS �� �� --) BY FIRE DEPT. ,, _� T� FIB FT�:I ANALYST �� 11110 Q/►-.•— ,-1_,` DATE: i6t2 /A SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE RENT , BUILDING & ZONING DEPI 1MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 09° - 87 APPLICATION NO(S) : SITE PLAN APPROVAL: SA-103-87 PROPONENT: RENTON VILLAGE ASSOCIATES PROJECT TITLE : RENTON VILLAGE CINEMA BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE EXPANSION OF AN EXISTING THREE-PLEX CINEMA (20,000 S.F. & 1,405 SEATS)TO OPERATE AS AN EIGHT-PLEX CINEMA FOR A NEW TOTAL OF 36,253 S.F. AND 2,260 SEATS. LOCATION : LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY. TO: El PUBLIC WORKS DEPARTMENT SCHEDULED ERC. DATE : • ❑ ENGINEERING DIVISION n TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : n UTILITIES ENG , DIVISION n FIRE PREVENTION BUREAU [' PARKS & RECREATION DEPARTMENT ®BUILDING & ZONING DEPARTMENT El POLICE DEPARTMENT n POLICY DEVELOPMENT DEPARTMENT OOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON F CPMRRR 11 1QR7 , REVIEWING DEPARTMENT/DIVISION : 3' Z7- Eli APPROVED Fl APPROVED WITH CONDITIONS El NOT APPROVED DATE: X;)-7/� SIGNAj. E OF DIRECTOR OR UTHORIZED REPRESENTATIVE REVISION 5/1982 . • . • . - - -- _ .___ _ • _ . __ ____ •..-• - o" • . - • • . KING COUNTY , ENTIRE MAP • CITY OF RENTON /PM MP If NO IPS PrIneff Or i APM/ISO If Idnalr/IP.1.1 KING NW 19-23_,5FSIT. OF ASSESSMENTS4i1 1 ,//4 I SEIB-. 3-5 1 •:.. N EV4- 19-23-f// DEPT. OF EAL:"200• .1'.• °. -''' ,41 . '' ,.. '--ta.... .-• ,,T. -1- .. 6 NA.A.- ''.."... . i - ALE IOW=I. . /- 11 . n / .--, :a .......-...- ....:7 "-''•s....... --.-... . E... .. .- •-- . /' .•••... k ''''• L' 't r I •-'" ... . " . ... to.A., I ...! II ..?...•. !I Z frd MAME r4 .......; ,,; I • I, . C---0-3 44v &Ulna , .. .•44. .' ... 644 ' i"--t •A i.• / ' WIIIPIP>1../111 4,.._:1 0 •-•• :•., 1 I;74742111111 , • , .. I - .Th -1-- . _.,,,r f n ,;.,1 L E i 0 / ••III... ,.,'''eil.f,k AM o 1 ; .. ,• •of / -, .1'• -,;*•172 . . • IN ' - -1- . .,..r., ..... •:,_,,),../7," •-•- - II i / _. .,s.....g„ 1 .1... ; g ,: ,. I si" 1 ' •..-7MILM: SEM .---,••,• s -....:.•6•,.. .,., 0 , p: -;.1..:...,,<„ . , . f ii . 11 . • r:f ,...vb• ..' s).-v ••-•:Fini r 11.1111. . 1 C•7 .N.t.,t '17 : . ...1. I 00c7... 0. 1 ZIO Li J.‘ N-::,.f.:7 ";.." tik.,;;?........711., ' MIMI ti% . 1 '4 t/ I / i "ci) 45-4 • ..),,..---, ••(9 r wia J 4 -r- ,, •'', i NNW '. 1 -..4154.4. .----'-.1.....----:<. ..-IL °L- ....1_...I77:..'s:712-1.7\.-11.-11113.11:1; 4e :".. .. 0. . - 1, ...---1-- .,,-/ . ff.."P P,.... 1 l'.. .4.r'1::' 1 i. '.. 1 At EVIIIIII -,1-.,:\ ZIOIRZ; ,WO - ,•-• . $ ispz:....,- ,,,'-3; -, crc, • rob ‘ . '77-91 .' IL.Li• •2 WPIIII.P!.. -- ••••f." .,..----:...-' i, , . 1 , "--__•...._-•-•,,,,r. i .-• : ,i . - -- • . 1 - - • -..6,,,..,". ,r,,g'- •••• ••• -- -•• - ' .. r--4- -_ :d -I-I\ 'fil !Ii ... ••-• 1 , ... r ‘ -49Y. /i. I.; • 4',' •••• ' ; ', I I • i ,I ..1 ...1. ••:, • 0..... . VI •• • , 7. 1 / • ___ • 4 , ".". I 1 1 :3 0 4 ......• .1, i ,... .. •..- %. ','.., / • ,I ,- ,., I "''''' --•-• N ii , ,,,,..." - --th-_-- . , 1_, I , , ....... e ii i 1 L., 1 • • "" . . i I ; 5 i 4 : 1 - ; . ,Fn.:.7k .,.. .. „.,,,_ ,.,- .,:;v-.. i,.„.• 1 i I: i-" : .. .._,_ Lui.Zo.- 1 1 ..... i . ,.-, .!. "------t-- -n-rwr--al r'"-'-'''' ..- ••• -7--L.,r7 7/: i"'1--:71---rii 1-rigin3aapiai lig igilEil inglilliggil :0; 1;. . ? ; -...! z' ! , • „„yo q .... ,,.....1 , !: , ... .4 'II &Eli Inlial Aral - Slielikh.411111 fill . .....!, 1.4- . • 4.•• j :I'•':„. • 57;..!'1 il "="'"'"-r"'ff ilailli illff gr' iwasi - ,„:„_Ppm -,...,it;LNINipin ar ill ilia' NtliterOMMINgg SOUT. P C PA TO 4 P.1.14.:S.G.!....PL.... ''' --1---- brow • -. ,-• ''''?"tl f''s • aiiii,.*.}4.11111111111111 al I tu....b 4 '1 11 ""liptilleirif 1 '''• 2i( 1.• -":5 •-ki L: f-r ,i,..k: I •• ...1 - :•1 •.;i:-•:1- , , p4-• _..-1-111 • .. ' : ' -1-'?.%!..".• ''.:-:•-77Vg .•'*" •" ih„:611%.=W5'.. -1.= • . '.441/4:‘ '-11' / i'l :176111 1 •••" ' :••9--. . ' , r-, , 2... .c.,•• 3::.'.4 * . 21•. 0 11111„ :: :111151114t. 'I' 111111119114M- , i'.-1- •••,-' P.! ,4 ''''" - ;4.1.1 Efil r .rJA.... ' • i iiiiik.):Aft irifirillr* _kg' _....,_\.c......_______„...,;-,0, 4.....-s-F..\*dillotifir.. ._ . . .... ....,.... • . . . . .,, i., •,...... 1 f 4i'.--.7-;:f • • -T----, . .... .......„-...--rse.MTN n...,,o 70117 ! :-•;:f.r7111.11§Itt, "-'."--.. - -. - ......._i; PlkNl ;•‘ . ------ i k. ..„4 .. ...„ . .• -;:l zmimill,La i, • ,: ..,r,, . E.-i:rt. - -1::t,. • " .1.-_;-•i-5;741 ?, ..:'-=...v??.;:, -,..4.0,' ,••.--LItirx..„...'N'45.11.013, -,4!1 iffelA 211 .tes..-q • ---71 A 11:MINNIMMIIIIMP . • ••••.••••.• s 1...,-,2-,--;:::,...:A..... ,..• ; 12,,.....`. -. 0100K--..... COMM.& •....;-.711 L. .a..!...4::.-....,"-......---" ... : 1 .fiaraign-"•• 11.11N22 Maar 'ihr-‘1'.wg- siaptiesk,i •• 7111 -1. 1 , . :i-- :...?:;',,,:-.... • - •-:. 41ock mut= Emma! --niiiiiiikv.laj .. "N131vNIIIMI" - • • - IWO= ..: i. -t-\ 4,•:,•••,• Ii ..1111,16 ZNIN2N isomel ma= kr4W.4 el kii Nel‘i I' , •••- , ••• • ..r,---.pow.123- MI 111:1,3102 SilliftlYi , % \)•• \ - - a.ICM:Ithii - , ,• .‘. ,1"rliicti - • •• P:11rNER MITANES IliiihNCER • .• •C) A'141 • ....,• • • 12111111111111.111111111111121 , ,o) , . ' ..,;•••iSi'.2 W" Ail ,•••'•••I•••••:.1 ..=Ma= EMU=,• .CIPMILAtjhb, . ii 230. ,- •• .1E5.1111i;.....,1-.„.„..., -_,•,........ ,.. ;" \„,.:.'•-......ALIA Irk ' •,I[2.-- ,.!t.:4=2=C ...MINIMS . /RM.= '‘IIOLIMI/11F1 -.re' 0 M•1, :.'. , 2 1:11•111•1•11131- ailliku-.-----77;:t-11 -7,.z..,..:4 Av.. ,- ..7..---ii mow, =WM:,WSAM1:11 a&NtIlliingli ,si )p- - ., -- z ll-EINIWZA 1131111119!t t•25=i10214.-•-.A' CEMIIIIIIMINIX is y --;;;A";i, ,t+•``',70(4100 rilEl=e ICIEMIEE =WM= IgliOW4EPilltz 4'1;. ..' I.:k kinaniil •• of 0 .:.q... :.,r 41.t.;,, i ir„_ '14'. • t MUM ZEZEDI i Zinn= . 41'' i I\,l'Ail ... 11.1.0111111 M = - I. ••••• t.s. ,- "r" C,... , iisit.,, , .:.., ,,.,_ am 0 A,wow • rnmil =co• Einnz gms,, re .-- 'mama::-.7.-.i..-:- .'. ti.-- , -...• - . - mr.imir_..MEM ZIP2MIGM...04211211E s ,s rps. .s.s. . . ....._ . ........... . .... ....L2n.lj . ,•••. .1. . SW etito..... •-•/--.„,..,-. ..4. I- ....--.4.. : . i , • 3E19..23..5 i :.-11-:..4, • . / 1:s• L-2-L• -1-Inv.",--(1 1 • I.- . - VICINITY MAP . ATTACHMENT #6 .. . ., . F' RAKER AVE B. 16 • I MS \\\ g1 g III a/ n .'... ill i .I � 1 . . ' 10‘6/. , ' 1111/1•4110, ii ' :I$ i gag s8 e If 0,...... i,, * s,1 I N I A. - it- 4 c '► 0: ' / •z I 1 I — _ — -x r' /\ ���r. UIt I l . 1 Vh1-71 t I 1 / t - , O3AV 3IMJIIU Iti -- — — . - i- 0 1r 1ff' 1 • ,�• L_, `:S li • ______,_.,_, sax\ i_. 7 • • ii 1 1 I t 1 I I I I I I I I I I I I I I I I' ' !r mil pit I . ' V 1 • I I I I I I I I I I I I �' 11 �I_ ��1� a � !!!`1111 111 #1 ;f' 1 q� �� .. 1 tr+...�w.veaS M LET w.r r.r.r..:=1".:::::r.,.r.• - • I lr rr_•Arr •'' r • I• ` fir----- / ' r'r err J - ,(� .. •_ r I _ rr enserr. I P.: ! WA" - a...•.. ..t ter.i...a. - i. � ,.,�f, , - ._..r • GRAD" I i ,yi �.._. ! _ e Ti •I� 7- P1IRCEL J U J `'ti 3: L ) 1:c7 • � i '1 0 -, i.j — I __ii _ • _ — r .. Y VJ �• JJ.a S.�ti y1 �•%' �• .. - ., ii�- -�_4-- - �.��.. .•'�� It/ PARCELS t _ ... .. ��lam` .. it _ —�j ,�`_a `. •'f ..y�+ \TI ff Y'•+s�•aY. -_ ' = _ ..........-1)<::: ,'''.- -",:::;•>,.,' ▪ti,.\;=-7--- 1 ; .-;::: srrE - % - :3 .\ ▪0 J.; 1 / \q\.�• . .,f_.r q,. I .m oe. Ip — — b ..... , �•, ••. 1� .w.ir� t . (,�IMlON Y/LLM1647-Ac.6 f_- •� _ r - '• w. M w �.•. - -._ \Y. �\ ' w• '[sorov w�L e: : ,•a -[r,� r^- j ,` - - - `.... - y,- �{A .\ ' ..-. '" 2%\ 3J ; 33 3.:11'S _ . - _ 2 \�'b^ °s ram• \ • ,,� vSo 1 ;17:: — - - a _. 'b:• _ .,�• _ ` . -1.' {'. ._. N••r'�•a��^• Pv t ▪ .rs,n -:F• r,rr IRA i,• - '.i !�__, �.. �o s _ LA ,••- �Hqr + : err "- 45. - �� I ,(21::• \k (.. I.? ..., m w' 1 • r - Tr. of.'Lwawawil';'V -•e\ -- w.—••��.r..r. %. t I....ro v.w.._lsav - ........ `. r rrur r r I 4.is. y, y .,,_.,..b,s,..l, .tea.. =1' '—_�..._ `_._._._._....... ' SuarEroRs CE.mFIC/ffpN �� • 'I? -Ibb, �.rwv. a pn'/" r' _. 1 1\ t. • o. ATTACFI.EM/8 '--- ,,.,..... ...,.,,..n..• .f.,./...,./.._/a,r.....• .; ,; • .•„ . ; ':. • col,i4:' lii., Mf I 411111111111i11111 1 s+ • n * 445.,1011 1 itj ly.rrlli/d'M0II 0 ~4r r' rE' ' • ir J i3.• • t... , r P fir.• • �"��l��y, pig..Agg '''' J rrr• r , . a ."G. 114." JE'�,�,�:J •.1' id.(& 5, . <•,y f R� vi♦� As•. "r r R,.Yrlra•✓ t A� B w ;V • • • AE r „•:,... n r .'r la j J J I'tl�• a .. r`* NI 1 ��� a t 1 .40 ft... _ . P - �!t o,� _J M .,R \ WTI_ 1;r +'ia :i.Ll•J\'A �. • .�ucm rid'1+__J` '•k. r J J g - _ •' 1�,• 71• •1:..► 5t,'IR '�` �'•y N , ma 1f —'d.1, ' •Pr•" - :.: . t,'C? r^., ♦• ,'1WL 10, . . ..A • '—l • '.J 1•,Yr.�.r, ''{'•11 .1,�'ti •.' • _ _. , ,':� j" !'lSr' .D.1♦ ` Y `r ..yR�P`T• 'I �j •• ,+'J a,jl�Ft�y i'j �' .'jL'.Vf k• lea., , It.( (1, '7 7 9 s • C • t • 1 •• I ♦ V • - rt ',,(, ,,i ��6� .•C _�/ee�.• •/l��" PS r�' 'mot • Y' • •• • (/ . _.- • d t� t.u7 %jib �B t, . •J::• $ • 11t, • •• i�♦ -- • .,4 F• �, ^��`.A <., :� .'"S ' ' ae+. r ..,:fi' ;i,'s11 `4,,'' .'.,. •� r� - .?;a • ' •, f it_ �.,� .Y, ' 1t ,0�tj LZ.�) r,{I,,Yt.'.' S- . • ' _R:57 r 1')l L 411) .A .tv.E•:'' titrr . . �•'1roaw�� 'la �•�ti 4iZ j.� ` 1•�i' y.,••` V,•\ " (. r7' �1' s". ;,' 1 uL. ;'''Lt V` �`�• ., <.. i Q 1 `� ' ice. :;;,;, rid; T { Yi . .' .. ": *5 •- tilLitl^k..-.1 .'S'ii;:ir• • ' ' • Ili'' T y ' t •C •• I •1'' , 453l lros :1 : • �Tc�� •�1I• �11{ ,� )- ,•r -1 Ti •• ` '...�, • e w•• ' /•~ u. \ •i ai • "� -I�tt .0 iP it f ,T �. ii ii'• '`^!/ 1.. .. A. "h .l O y,;M' .L',tt{arJq 1� �t b .1111/� r: 'fir •j'.• .1 ..,,,,♦v.i• R • -.l . 'f•� r Jr 'irF ? �� r:.` • �, V t -�,yr�:%i. .•.,,• t ,B� —1>ITI /•�1-': ,►I:.•1 ,.1.. 1 S,`, a .n siti • f�'i. yeyJ •��.., f� •1 •4 s 1 \ 1 .<X ', i4 1• ;: • ••• • p i •s . • t 1 M `�"�/¢. I1 i3 J• ,:.:nF J,11 'I I {roll M,.11 I C 4' • {to r I .1J a', ;, yl � � 's„/• I (1\ r S ♦ ,,�r 1t�- "!' I ; ' 't .tom}"I • !�', • �: ' ,jS Jt"'iCt PF 44it1 .,g 'i'd-F. e1'j4,r a '�91 !.1 1"' �1'' • . I'1� "1 . 5, i ,Th.,•,;;;;,,, ......1,,,,'fir •: ..! i - y•s���� JrrrM1 g �•' ;. rw'. )ti :Q, ,pi, g.i^. ,I. F 'Is � �,•�. e _`!.t . ask'. ,, i•' t ? 1 +; r. 1 '�I_. ""�4 EI~ �� y. 3 ,'il1 '1 1:,V.rr4'n F•4i 1fli. r.'. ,�j15 J •:tl (•s :,.�. xx •r ' i ♦R �:',l�y/ '1 w i13 � � �� II 711)) � t' r / i,V��• r. l.}t4��N r y 1I I', '� .a, ■I r.J j�» a • '- it 1 .�,.�t'�a •:�'iF ` r s. 'x C 4..i,E ,,,,•:.,-.4w.....,„:....., r. / •{ :a�� 'p . 1 f�r _��SSSSS + , ( C' f . ' ‘'5 ))''• 1. `t.. ..c:q11 l: ';i..Y... •, .'. f "` A ate'-'®.i-..r'7' -�►� c►=r'.�• -1t/ _ _ a 1'3 ' .+ • '•> r .M T�^'t art c, • ' r ��.r ,' ,',_ `�., ''1 i ` �,� py, - .��✓E'fL i••�y 1, �M.,. •f��•r+�tir„ . '."' .:'irt ''•4 ,�r '�e. u! RseJ,� 1 + ''�J t1. ' fir,1 ' , li' I.'+i r ,, ifs,..,,.. ►•o.,�,,,,T Z;;.}�„';%', ,_t • /If - 'r—`+it4 1 cot 1 I�d4di ' \I. 1t' j ., ? y' 'C1 r L fJ 1tl�/• y L'lr • 1.. 9 r..' ,a:' L i� 4. ma's("! +�:� '�' r'��1 fi1 •r l �/ 'I.'ir' )�, t;1;: �t (e�,RvtA,, ,,,i1iq ,y1/t • rr,.111r'.C�'� • r T :,r 1/a,.,f.,I i1+ "+` 1 .1f.!• ti' lt` 4,11 ""yr•19. 1! '!IL \ h! P ,;r�i.iy •• Y i<, 3 . y`'/ 61, aRr 1 11 , 5 1I• p , ' tf,� z, .?•a, ,.�1�f > e ` YrY,��,�� ' 7 N, ,1. 1 r./ l ✓1•, I 1. ', ` � �t7! 7. r '{ 1 ,� �:�kr = 7iil. '�1!^!.; '� _�i t,( ;r �., �`j• - '11 l tl�11 I r y •r�r I ``1 QIi I.'.7.1 'Y , '• Y t i� f I 1¢' i �.• YID!„ t --I �� ... . , 7 .a: y• .t +1 . 1 r _ ' ,, I • •.ti`t! .,4 l t' ` + - OWN:JJU4 AFVD:E.J.., e ' aa' ��r-'KO: OATF: B-B-01 PROFESSIONAL CERTIFICATION °° o �A`FO' -°°' RENTON VILLAGE COMPANY v°�I,ONES A8®OCIATEB .zzz REVISIONS D. 1981 AERIAL MAPPING O INCORPORATED .A O CONS,n.TiNO ENGMEERS •PLANNERS • SURVEYORS • 1981 RENTON VILLAGE,EXISTING STORM O ECfrJ.v n�6 tS • ENVLL'pM.nENT41. SC:[NT915 DRAINAGE SYSTEM, AS BUILT O�oB NDRTRUR w.r... »� �. W �• EE.Vll.,wA l.eoo...r.oet..>�.eee , . . ..- 4 _..._. RENTON VLLAGE ASSOCIATES ,4tke„ ..,....° g/ _""'414":""2. RENTON VLLAGE '.. CHEW EXPANSION , -...-r'"-',......="-.... ,......., 't . va,•••••41,114.4•1 ,,..,..... Tu.*/ ••••• 4: . . t.\,..„...___...............................±.... _......., .....%Itoli ....PPP*. . emu* ...... .:re... 7 'IP "------- PPP* .... ..••• c• RENTON.WA. ............/ ...,..,s,...iiii.4=2. I ' : ....T.=....2=mr47:474,---. The E PLANTING ISLAND DETAIL Callison TYPICAL PLANTING DETAL Partnership 1 ,....) ....... ....."--. ....-0,..... I P 7 1 r...-r I yrra s.Gfu'DI ..."0. 414) .. 111rill°1111.11.11'' .- .---------.)'' ' WY... __...--••••------- -- 1 I ...'\ I •.t..p.s........aapp...p. ........... I 711 il ;• i I •.......,_ 1 ; i•.'" nt"Vrtl.?",”.—... g . 1 • .. 1111111 i• .............._.-.... ._._...__-.._-_....._-..... .................-_-___. 1 1111=111 " it' II % c....... k r: ...•7*'"1 i ) . emai rm.- . ' • p.„..,_...z.r., .... _ 0, ,.. . -1...f.::1;. 4\!'''n" - \ ' zi• • . •'' 0-..".4'?? s 7 (7, .. e . r ..________ ___.........„.... . _. ,. ,.....3, . . \ .4-.• . .......=......_.... --......_._. •:, . r..:::: • ---f-t) „ . . i ..... ..-..:•:::.-• 1 \Thi4-"+".,:;•-...;l'7,1.',7;:;:::,.11..17:1''1:7.1':';;:.1!rt. ''''''.1414,.1\:\ „MN-Y7 H _ __Ii, 1 Alexi .RENTON YLLAGE PLACE ..-. ,-- ...... ...__ . / lok ., .- 1 I kirt.iii,.i.utiiii ' ... ,., ---..._, ... ....- ...„.. \N. -.........._________ r e.-i• e. • . . t. .3- 0/"..... _,,,,-.5".- t. ,.....,....:,__,_.„.._. 6,......1.....:•1 - . ..„„.. /- r!i... •I"A.7:;., .." , % _.,,- i ' ....,i N _ .,.......-•,... .42• ,... - .,....,.., N. (:) UmINS ten r•MOW ...., • {Ulna,IMP IP OEM . P••••••••• — •••.-... •'?.> . ....or '..... 3. .• ,0- •••••• ,St. \ "..,,, ., I 1 FilrelreiticAV•-• ..._,'" ,r,,,, ik ..- •.... \, TN '...?'.2-1..' ,,,fr ;F.' ..."-. AP.P.OALT••••••0•••ALAVA \•,' ,\ 14 ow PEW.PUKE I PIPTO••••SITS PI.PLO•••••••••.•Pa.• IMPAPIP Plin.PT. a.m. PIPT•0011"."'""C"="='''..•••••••CP.'"."."'AP.•A-"."..^7,71/1 PS.PT. ....... • A•-( . '1;1'.\ A .40 ...7:72-1.4.-Tmiz —l' _ • 'N. 15a \.••t• =4:' • at Ilk ... •dea. ' I .•:• ',..g.. • I if. _-.: '4 ' 6 ••Pir•T••••arm mom 1•4•••[••••&UT 1.... • ' • ..-•'•.• •Z'- WI '''. N. •,:t..., 1 J:D , L) . 1.1•1:: ''. ''''14.. • -. M'1'1%iim.:, •••-. .\•-• ;'".... .,_ ;;.-: N ‘... \%:•'_••••:. I .. '.4, • • 1..4.!?L"51..;:,•ig1: - •!, , 411., . • P .... ••• :':•.:). ..•••••• " . WI 4gelk....-14- .--.."e.,,,\;N:-...., 1-'57 .*:- Z:01-"--;;;„‘. --' - ,-;•-;---'''' . _ x'' - --- ... ---- -.....,---._ •.„ .,.__._;" `,..--'--:•••• =.,_.-=--__...__ ______ n -7-1 .......— "A N. \-------:'-',.,02..,-,0 , , ...-- ,•.6-+, •--... - —0....." a ."7..........' .....--- ... ....\ /. :_. .405 ,..........— ATTACHMENT rtGA --.4-4. i,. RENTON VLLAGE 1 IL=--_J1 I 11=ji I t.------1' ________----------- ------1 s--- ._ , . ---------- ,-----T,_ ..----------- ---- c • . 1,:;;,. . As.socut-rEs --. • -.., 1.----.. ._....--A .1 . . .• 4 ., .... I r . . —.-1 I. -- t RENTON VLLAGE • ,-E , ;...:... il .1. _ i ,. 1 I 1 /-------- I , 1-... L 1 /---- , • 14 1 ,---- ill [ ____,•6 1 16..,- 1 - .1, 1.. CINEMA _-Th! 0.--i 1 . , . r rqz --1041i: -.I 1-• _. _ r cq- -41--(j-s-Tt/ML 'EXPANSiON . _c,,,,,,-,A i. !al ' _. 26. : =I- _. 114L2.. , • I rai , .i. A.,,S, =j.--- 7, ,.. : , -..----- 111 hi I , '''''''. ... .....14 I ''--.:-.-.. ..._._ ,,,, ,-,,,, • ii . = ,- -,,, oh._ \ r----- -.,,ste4.7./ - 1.- 4 W,........11bre RENTON WA. i L... '-'• ,.'' .• e.?gs.2:0-)-,. 1111411 ,a,i' ).----- -",- [, - il! ii V.• ,,. ..,--Ilip___. - .:_..... „N:1 ii .....7,... „..,.„:".•N, Partnership , 54. ‘6,,...ii.-Srir=... --7-.1:.t • ..r1-4, ----_f 1 Ftitk . -- 1 b='-7.---'-=--.: . , '- 1 it '\ tk 4.,arie.,'• - i'_ - - dP -,-='! N -. xt.-1 _ 1,-_-.•• .,.. ,...,.. ,..., 1_,..._: - ‘ --. .11,,,._=:,-:jr-v.,:-.. r,...i, ......._ li i r.,•ee., :,..:4j i=17 1.t'.......'3 S 7 ft\. . . lk '...‘4:e'',....yrr. "1\ I ,...-• ="1 -1677,t,‘ . w. _. . !: - .... ...--, - E.---:--• 1.:14 -‘V..4.6._._ 4 N =--- Niciiigiik,,.„..,1,.: -..as--____:....,.t.,.....5,..4_----.. _ _i. ,._,_7.s et-. ..= -1.•.14.-----1 ... •,..' • . •- - _,1--.1 - 4::-:-•••_---- ..-: N.,_ - 7•'-v•-•-:,'-'; -.•:-•-'- - .. _- -......_ _ ............._ Lift•lai•••••''' '' ............--____L_. ,..._-'... . :', .. .... . •••• •••••...•••••..... •cv••••••• •••=m Solar Angles 1CL-00 AM- Solar Angles 12:00 Noon Solar Angles 200 PM ,....„......21,ill„,...._....___,.... f:tt Lg GEND ..!.-.-:•-.7 ---za-sa L......::,,A Mates Limits.- 21 Stumm.,Limits-Az.21 ,1,.....\'' L... „..... ...........) .......... . .-..... . 4 -----: WOW STUDY .-- • ._ .. ,... .........___ er.E.-.- . ........_ •- A 1 ,,.•,-7--------------------.____----------'N . ''s•-..... .-- ... . -• ,•••••- -.... ' ^ ..._ ..i..`y..-:..„ ,, ..........e 4... . ..,..; 1' I •-•1 (Il a ",.. ...1,••). ("="1.72r'''' ' r.....n.„ ,,,,y: . , ............ . .. .„,., . .,-,..ra•-_+, 41.4 __ , I 4-•-•-•,... ..- _ 7'.----, ." -" . 11; ,5_'1'.-•'. -:,.; .',., ..;,:l_.-*7"''''''' .., • - .‘• ,...^: •"•`''',, -:•^- ---.....-s ...-'47=-,•1- • -,.- -,...-zz.... tr",::....,,,„,,. -.0 ' . ----• -A-15:;•-4-i.li, . tc-4.4-,,, • . .--.—. 1.'_'4.:2•.:= ........- SITE .0., .....=I SHADOW STUDES _. SECTION CT I1CH A .,...,.. .,_,„7 .,„,., ...... .AITACI-FAENT e1013 .----- . , . .. . • . II I I . I a. DJII p • i.e. a,. r-rl 4.01„ . 4.. ,Ip!o. f..0, NV - t-o' 4.0a . I.-d +x'-p1. 'I!p' • . ® -.m.r..•,wo • e 04. I nr.r,�w _ rrw Iu. II • I • I PAO 1. ._..c.4114_, • '• . —� n • AVOITORIV ,} AUDITORIUM 4 AUDITORIUM 5 A ITORNMf6 SUM it IC aura AIR a. i s • . $ II • Ttl • _/WM IM 9 J . . WJuORn IUrM• 7 ITO J '_ .eal t�'Sti � • 7-- ,.P '.•i t i ` r.-.._. .'- 'l p-,.a"`?-.- ,' _• — V ?a - _a.:4 r,_ ; :. .-_Y 0y, �,:- 'sS w:.s ;:.—_ il _ - AUDITORIUM I Ark 3 Via,• • "0 - - �1 ® x.rf a.• '- %•`�Y•L - rr.v �'.. AUOITORIVM 8 O :o ' 11 'Vr I . M.l t„Pn 1 b i t: : �._� r,...a. ., i TRO s Dom. S. aoa orr.:aa ~ y .s'-d= a_..:::1:•-!, r 3�lfu.j:•' " r _ ya �,t•.r�', r- _h I gamzalrnn :I ( � is�,� The Rnchin Or r- 1i �.er r -ry w+u ,: -. • ,t_ nor .,....n....n. �.� f, � °cacr,Nmo lo..rrrn.�. u..rr �n;e." RENTON VILLAGE— , ,�„ ➢nor-Off ARIA SEA7TLE,WASNING70N IF NW e1 Ip'-r' -ea f ed-J Ia'o' FLOOR PLAN "w ..E i _ 41 wwwon`w I '151-p'SCALE...WIC• I*-0' )\1\• .-1 - F.N. • ® IN-."'" ,.""". AREA, 37.383 SO. d SEATING: 2260 - • • FLOOR PLAN - • • \\\XXX/// r a-2}eT O..aM MO • • _ Comm Mk 7296 • 1 LE-1 ATTACHMENT#11 I 1 I • I I -I I I 1 I I I : I I I tM1rn..Y•I•".•F OOP rrr. If I '! rll i IUYr G�iieR euird •cc wsa •....�.r.,e..,.,t I I 1 I• I I I I ....no v.eu�...s • X". IIIIIInnii )' 1lwluu111 IIIMIIIMME TS wM..vYI•M1IV7� �� 0•If/®1M feet.•Y e.MY. . 11u11u1111 I I l I 1 11 1 I In1111I11111 Rhode re.e. an.sat ncr- . • _ - uC40F WARM UY1AR 6ffiY)/ . !I -II II 1 1 •��:_' NIII _�� ►ate �� \ �����������,� My ri „ 111 r..r�..pp w• w. `P�li Swt 11.•w. �:iwf+.� ryMN n0 • ENTRY ELEVATION (NORTH) . • SCALE v6••I'-o• • • • • . 1 '''.4>y --\-AL-Z;2-- . ero Wrwc.e�.... •.•-• . // UM (AUDITORIUM 0) _ (AUDITORI 7 ) / (AUDITORIUM 6) ...r u...r.ern.) --2 • TRO .....r.. > • The RtlCh.e Orgamzahon .I WEST ELEVATION M Gervecr,ema i — SCALE•VS••I'-O• ® a tom.. R ON ��•-�y. .�✓y,^ ..c<IV 1°�� a ENT VILLAGE �� SEATTLE.N WASHINGTON r- --II r <.r•a• f- -� I 'II 1 /I—��T......•••...i. I I 11 I I Y.. r_ <..e j I I I I I ! I ! ; .. i r••.r...a.. I _ ....... ~�-e.wR w.n.Y uNe.R Win) • / ELEVATIONS(AUDITOR0.)M 7 ) (AUDITORIUM 6) (AUDITORIUM 6) (AUDITORIUM 4) (AUDITORIUM 3) (AUDIT 2) 8 r�.wefr..J . %7- -77 -jam g `. e•r-°• ( 1 / II':�.� "'0. enY.J V // > aeq MO/PM] L i1II 1 U -.... ' i •0 1253 r• C- SOUTH ELEVATION . LP-3 • SCALE-I/8••I'-0• ATTACHMENT#12 - I I I I I I - I I I I I I • • • ',OW/aalVamat --1 ! 1 ! 1 .i .I 1 I I L j • t f s..,�I.e. .cam* 1 1 I 1 L_L_ i rl , r 1-1 1 i I I 1 ! I • I I Imi 'e .o. _ SPI WAS I1 Y' \te• • • SECTION A-A MATCH LINE 1 1 1 � _� o.... r _. . L L 1 i 1 I- , I ��nn - AtDRCFefAI S ,...,...,..W �l y�- ' TRO 'j •�µ��--a^Y—� `Yr'I Thearcn,Ritchie Organization I • I SECTION A-A (CONT.) RENTIM VILLAGE SEATTLE,WASHINGTON I • • • - lea na....wa I I .ry I• FL...yea muare I Il.._ : rt,..4, �I�+,� 1 ....�-r..y ur _sesea }I �J POPCp(tNYiM PROJECTION = t nr- -BUILDING - �wi,ra<u LAY ' .ir G u RM 1 5'TLJ.WV i N,TA-5., .(;'7-111:If\ -�•� I J -- = I I aualT«+tuu5t ,�,,,,,,,,1,,,,w:," $ SECTIONS I ! i t „ .�:• I 6 a ��_ F - ::i 1 comes - wax..�r.,..SECTIONB-B .,.a- r,.-.. ev" :=6 b to LP-4 ' I I I ATTACHMENT#13 Iv I I I / 4,0 CITY -F RENTON .JL BUILDING c.-BONING DEPARTMENT Earl Clymer, Mayor Ronald G. Nelson, Director ' June 27, 1988 • Brian Cloepfil The Callision Partnership, Ltd. 142 Third Avenue, #300 Seattle, WA 98101 RE: PUBLIC HEARING RENTON VILLAGE CINEMA FILE NOS: ECF-090-87; SA-103-87 LOCATION: RENTON VILLAGE COMPLEX AT 25 S. GRADY WAY Dear Mr. Cloepfil: A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for Tuesday, July 5, 1988. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Since = • Donald K. Erickson, AICP Zoning Administrator • - DKE:db:sr pc: Renton Village Associates • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540 • OF RA, A. C7 0 © NOTICE q. 094Tep SEPT00 City of Renton Land Use Hearing Examiner will hold a HEARING PUBLIC in CITY COUNCIL CHAMBERS , CITY HALL ON . JULY 5 , 19881 BEGINNING AT 9 : ooA.M. P.M. CONCERNING• O RENTONVI SLLA CINEMA APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE CONSTRUCTION OF A NEW EIGHT-PLEX CINEMA CONSISTING OF 36, 253 SQ. FT. AND 2, 260 SEATS ON THE SITE OF EXISTING THREE-PLEX CINEMA WHICH WILL BE DEMOLISHED. r•_! 67 I J ---a¢a—' E\ // �_� �_r;, - . ._. s� L. T �^ t i. • W I t . ,.) z . ,,i • . .. . w 0 .... I . • • - • - H " N?, I..— 1 .7 --'.. 1 Q t I �: ..) o 1 I B - I . ,�� - III!! I 114' SU eljaf . 1 ! -;'- 1 1 ag .061iliba i i, , .r _ . P 1 j 1110-_,, i 0 I 1 ,_.,___n---- , s i , , i I wry.. 0 EI • EITiliti:11;....01111Y111; C _ ENTER �/,,.�— :::! . , _____ ..__ -2.---_:.-._-_-------- -:- 7---:---. 5,- A EISA ;• 5-it ' ., 1---.7 I I l R...4 ril, ,______, . ..=_, -,--_---- ----) ik . mon mi 0 1§$ 1 -I II T \CTL ) l I. . it . •J,• _ u111M Sui- m ` ' L1-4 _ ,.... GENERAL LOCATION AND/OR ADDRESS: LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 THIS NOTICE NOT TO BE REMOVED WITHOUT PROPER AUTHORIZATION • NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS' REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON JURY 5, 1968 , AT 9:00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: • .:) CONCERNING: RENTONOVILi• .AGE SA— C IN3-87 EMA • ' • APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE CONSTRUCTION OF A NEW EIGHT-PLEX CINEMA CONSISTING OF 36,253 SQ. FT. AND 2,260 SEATS ON THE SITE OF EXISTING THREE-PLEX CINEMA WHICH WILL BE DEMOLISHED. • • v•-! ,T= •••D 'STI 1\ • • / I Its 'r• :•• "/ .1 1 • • 1 1 •O' •,� I Y • • � 1... � 1' • • , �i i a�. ' I S jJG I ,y1 I1111i11 ,� • I • : - I lio fr. 4 Vrit ill ylllll :4Po �1 �• l� Itlllllll. r ne�l •NTLR' f rim WilliJ_• 1.' . .. ,----.:, -3M___ --------- -- -----C_ . .----'--)-- -/I- ‘ w — • -.4, ----- • ii /. 11 1 ii.H .— . nix 41.D., ,- :.‘iik ----,...--... 7---.\ • \ ,..„...1 ,:. : , ..0.• ' ."0 ...,' -, • . ----\ GENERAL LOCATION AND/OR ADDRESS: • LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY Legal descriptions of the files noted above are on file in the Renton Building and Zoning Department. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED .TO BE PRESENT AT THE PUBLIC HEARING ON JuLY 5, 1988 , AT 9:00 A.M. TO EXPRESS THEIR OPINIONS. PUBLISHED :JUNE 24, 1988 Ronald G. Nelson Building and Zoning Director ' ` CERTIFICATION I, USIZ•K 1 ZF. Li I30 , HEREBY CERTIFY THAT FIVE (5 ) COPIES OF THE ABOVE DOCUMENTS WERE POSTED BY ME IN f✓1Vg ; .CONSPICUOUS PLACES ON OR NEARYBY THE PROPERTY DESCRIBED ABOVE AS PRESCRIBED BY LAW. ATTEST: Subscribed and sworn to before me, a Notary Public, in and for the State of Washington residing in :-Re-0-7-0 yo 01f,'"s�- on the °�`) t►\, day of 1,6.4-‘0,401: -$f-4:7-- frio.,,Acitinn � E,rp'�<< \ • 44,-� 0 e _ BAR FA ; SIGNED: U �•Lo kIrkJ1U.;30C)0,0?..(C4-1 '�lF OF.�AS// r ' ......... #214 i NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON I]I1 N F 28, 1988 , AT 9:00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: CONCERNING -87, SA-103-87 - RENTON ECF-09OVILLAGE CINEMA APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE CONSTRUCTION OF A NEW EIGHT-PLEX CINEMA CONSISTING OF 36,253 SQ. FT. AND 2,260 SEATS ON THE SITE • OF EXISTING THREE-PLEX CINEMA WHICH WILL BE DEMOLISHED _ - v�_ (a D I t • / rill: � I r _...--- s �� �/`• �`�^ R-a ,.. 'III ' -•� I�r--I�-���_ =� r. ; %1E • T sl : ,//,gEt4:Z ''' '',. : • t Z 6 / a I • I /. W � 1r rT i 1 ., / ', ar f\ INTER II Ili' ---�_ ___ ___. ,.� ...• y� " !FIE ‘%:..11M-... 4 ir4"7 1 ..” 1 :. _� ;HI---=-:: •. �. • �� ;- \ ���‘\ipAeli -°' .z ! err. `i�r w � i , J� i i Y' 5 �' IR • :. GENERAL LOCATION AND/OR ADDRESS: • LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY _• Legal descriptions of the files noted above are on file in the Renton Building and-Zoning Department. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRESENT AT THE PUBLIC HEARING ON JUNE 28 , 1988 , AT 9:00 A.M. TO EXPRESS THEIR OPINIONS. PUBLISHED : JUNE 17 , 1988 Ronald G. Nelson Building and Zoning Director CERTIFICATION I. q t'• LI1U•D r HEREBY CERTIFY THAT RUE ( 5 ,l I COPIES OF THE ABOV DOCUMENTS WERE POSTED BY ME IN CONSPICUOUS PLACES ON OR NEARYBY THE PROPERTY DESCRIBED ABOVE 'AS PRRESCRIBED BY LAW. A T TE ,J;,,Subscribed and sworn to before me, a DATE OF POSTING : JUNE 17 1988 . and for the State of Washington Nip,. N E A�. Etu--ON r on n4.4.62aria5.5c 1,6 k SIGNED: T.L1 _ OFWPii #214 If OF R�� . -i .sLL rl ;L,` I o , Ho 941TFo SEP1S-1* • . • City of Renton Land Use Hearing Examiner: will hold a • . HEARING.. . . PUBLIC in CITY COUNCIL CHAMBERS , CITY HALL • 'ON JUNE 28, 1988 • BEGINNING AT • 9.: ?°A.M. • . P.M. • CONCERNING: ECF-090-87 , RENTON VII CINEMA !` APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE CONSTRUCTION OF A NEW EIGHT-PLEX CINEMA CONSISTING OF 36, 253 SQ. FT. .AND 2, 260 SEATS ON THE SITE OF EXISTING THREE-PLEX CINEMA WHICH WILL BE DEMOLISHED. ' _ —tTI ST — ! I! L �_� ��f/-... • 1..J .J 1 • r 3' .I T J i 11 i t '1 ,-) ,/ . "H • . • 1 1 C(/ \\I .. :' . / : . :' 'XI'-a ''' H l ' ...., p , - ... . : • . -: il 1 .,,.. L- 1 . r. Tit; I 1 �I ill y1 o • I �-� 1 low ' I- --------------- 011r , . • • ' .. '. ''. 6 , - .. ./. / ...:_-- . -. . --- --_-.-__-_-:------•-------_-_-_---- -,, is,• i,al1fl - - . . • 1 . ‘,„ •. 7 : 1 . .. . ., ,. B - 1 �- Irrrrn .�1� I III___ • �,� 1 1 I. SubJ,1' r0 / ; , r1I�1 _C 5�. I. Illell I • Uy r. I I/ll 10�II���iir�� i ' ,�: ,' � r ,S .... r;4 �1 ^4;E P�, , ill IAlll00 I iiit (-7:.. , ;: * �J ,�s ; -, . ,�`= III ,.,. III IIII -a..= i _ ___ rNTE R�'A'��.m —_ ram. - : 1-•:, _.` �Y 1� ___ ,,___,_.,,_______ 11 VW 311 o.a�. } Q peQ " r,,,,, 1 _F=7.......77.7.7 \ \ / 10 —V \::'1%. I. .'_-.77 -- -- \ I /. . a a..n r,'N.'"\s, ..I,t llo v 1 A W=:,i"i- r P-4. is t 5 r�I I I I `. \ • GENERAL LOCATION AND/OR ADDRESS: . LOCATED IN. THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY, FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 THIS NOTICE NOT TO BE REMOVED WITHOUT PROPER AUTHORIZATION • NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON,WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT AFFIDAVIT OF PUBLICATION HIS REGULAR MEETING IN THE COUN- CIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON,WASH- ,ua re y 3 e n n e r ,being first duly sworn on oath states TO CONSIDER THE FOLLOWING PETI- that he/she is the Chief Clerk of the TIONS: GOOD SHEPHERD GROUP HOME FOR THE DEVELOPMENTALLY DISA- BLEDVALLEY DAILY NEWS Proposal to rezone a.847 acre parcel from • Kent Edition • Renton Edition • Auburn Edition R-1 (Single Family Residential) zoning to G-1 (General Use),zoning and application for a conditional use permit to develop a six Daily newspapers published six (6) times a week.That said newspapers resident, six bedroom group home for the are legal newspapers and are now and have been for more than six developmentally disabled on the subject months prior to the date of publication referred to,printed and published site. Property located on the south side of in the English language continually as daily newspapers in Kent, King - County,Washington.The Valley Daily News has been approved as a legal N.t. 19th Street at the 3900 block,between newspaper order of the Superior Court of the State of Washington for Union Avenue and Shelton Avenue N.E. by ECF-010-88;R-010-88;CU-010-88 King County. RENTON VILLAGE CINEMA Application for site plan approval to allow the construction of a new eight-plex cinema , The notice in the exact form attached,was published in the Kent Edition consisting of 36,253 sq.ft.and 2,260 seats , Renton Edition X , Auburn Edition , (and not in on the site of existing three-plex cinema which will be demolished. Located in the supplement form) which was regularly distributed to its subscribers Renton Village complex at 25 South Grady during the below stated period.The annexed notice a Way.ECF-090-87;SA-103-87 i;O=1 Ce o` Pau 11 C gearing Legal descriptions of the files noted above are on file in the Renton Building ' and Zoning Department. J 2 41.9d8 R. 0 7 0 une. was published onALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRE- SENT AT THE PUBLIC HEARING ON JULY 5, 1988,AT 9:00 A.M.TO EXPRESS THEIR OPINIONS. The full amount of the fee charged for said foregoing publication is the Published in the Valley Daily News June G t; .5 u 24, 1988.R5070 Acct.#51067 sum of $ 4%% e4% Subscribed and sworn to before his 29 t n day of June 19_2_8 Nota Public for the State of Washington, residing at Federal Way, King County, Washington. VDN#87 Revised 1 u66 USE OF THIS REPORT We have prepared this report for use by M. Sandorffy Company and their engineers and architects in design of a portion of this project. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The design of the new cinema is in the conceptual stage at this writing. The variable finished floor elevations of the new building and existing site conditions will complicate some of the design considerations such as pile downdrag and uplift loads. As your design develops, we expect . that additional consultation will be necessary to provide for modification or adaptation of our recommendations. We should be retained during the design phase to provide more detailed evaluations of settlement magnitudes and rates for new fills and to assess if preloading and soil support of the floor slab is an acceptable alternative to pile support. These additional services should also include a review of the final design and specifications to see that our recommendations are interpreted and implemented as intended. The scope of our services does not include services related to con— struction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. The subsurface conditions were found to be quite variable across the 'site. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations , to provide recommendations for design changes should then conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared.. No other conditions, express or implied, should be understood. 13 GeoEngineers Incorporated We appreciate the opportunity to be of service on this project. Should you have any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, 4. \ • T UTT/- 0 = GeoEngineers, Inc. `i''GrcF 74FSHr c\T • . A . it� ? J. Rosert Gordon itz,,t,?'� Pro - Enginee-A,. RE'GISTo - � e = FSSIO N A �•1r ,e1/1/774/ .....le r/// J. Tuttle P cipal JRG:JKT:wd Copyright (e; 1987 GeoEngineers, Inc. , All Rights Reserved • 14 GeoEngineers Incorporated i . 1 •1 11 t . f "1 fi Existing Evergreen Building N 1 1 , 0 50 100 li I i. [ r' — —"� SCALE IN FEET 1 1 E B-1 t 8-V--1 I I 1 1 KEY: 8-1 I BORING LOCATION AND NUMBER I E j I r Existing Cinema Building t - +13-2 L---- � � t 1 [. . *3-4 , PROPOSED CINEMA BUILDING i 1 [ i[ I[ REFER ENCE: DRAWING ENTITLED "SITE PLAN 1 CAALING PARTNERSHIP, - SCHEMATIC 8-PLEX CINEMA" BY �� DATED 6-2 9=8 7. , %��►• �+ ,E,,,,,, ,� Incorporated' 'arA@@rS SITE PLAN j \`� FIGURE 1 i . . ti • • APPENDIX GeoEngineers Incorporated APPENDIX 1-- FIELD EXPLORATIONS AND LABORATORY TESTING The subsurface conditions at the project site were explored by drilling four test borings at the locations shown in Figure 1. Exploration locations are in the asphalt drive areas and were measured by taping from existing site features. The borings were drilled on July 3, 6, and 7, 1987 to depths ranging from 14-1/2 to 49 feet below existing grade. These borings were advanced using a truck-mounted, continuous-flight, hollow-stem auger drill. Repre- sentative samples were obtained of each soil type encountered. These samples were obtained using a 3-inch outside-diameter split barrel sampler. The split-barrel sampler was driven into the soil using a 300-pound hammer free-falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The borings were continuously monitored by a representative of our firm. Soils were classified in general accordance with the classification system described in Figure A-2. The logs of the borings are presented in Figures A-3 through A-7. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change may actually be gradual. If the change occurred between samples, it was interpreted. Observations of ground water conditions were made as the explorations were performed. In addition, standpipe piezometers 'were installed in all borings to monitor ground water levels following drilling. The ground water levels were measured on July 13, 1987 and are presented in the text and on the boring logs. All soil samples were brought to our laboratory for further examina- tion. Selected samples were tested to determine their moisture content and dry density. The results of the moisture content and dry density tests are �•__ presented on the boring logs. A - 1 • GeoEngineers Incorporated i • i - , • SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL WELL-GRADED GRAVEL.FINE TO GRAVEL CLEAN GRAVEL GW COARSE COARSE GRAVEL GRAINED GP POORLY-GRADED GRAVEL SOILS MORE THAN 6036 GRAVEL GM SILTY GRAVEL OF COARSE FRACTION WITH FINES RETAINED ON NO. 4 SIEVE GC CLAYEY GRAVEL MORE THAN 609. RETAINED ON NO. 200 SIEVE SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO COARSE SAND SP POORLY-GRADED SANG MORE THAN 6011. SAND SM SILTY SAND OF COARSE FRACTION WITH FINES PASSES NO.4 SIEVE SC CLAYEY SAND SILT AND CLAY ML SILT FINE INORGANIC GRAINED CL CLAY SOILS LIQUID LIMIT LESS THAN 60 ORGANIC OL ORGANIC SILT. ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY. ELASTIC SILT MORE THAN 60% • PASSES NO. 200 INORGANIC SIEVE CH CLAY OF HIGH PLASTICITY, FAT CLAY 1 LIQUID LIMIT 60 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT 1. NOTES: SOIL MOISTURE MODIFIERS: il 1. Field classification Is based on Dry - Absence of moisture, dust dry visual examination of soil in y' general to the touch accordance with ASTM D2488-83. • Moist - Damp, but no visible water 2. Soil classification using laboratory teats Is based on ASTM D2487-83. Wet - Visible free water or saturated, 3. Descriptions of soil density or usually soil la obtained from 1 . consistency are based on below water table interpretation of blowcount data. visual appearance of soils, and/or test data. b co IJ I co W -4� GeoEngfneers SOIL CLASSIFICATION SYSTEM ,00 Incorporated j._ � FIGURE A-1 LABORATORY TESTS: SOIL GRAPH: AL Atterberg limits CP Compaction SM Soil Group Symbpl CS Consolidation (See Note 1) DS Direct shear Distinct contact between GS Grain—size analysis Soil Strata HA Hydrometer analysis K Permeability Gradual Change between M Moisture content Soil Strata MD Moisture and density SP Swelling pressure - Water Level TX Triaxial compression UC Unconfined compression Bottom of Boring CA Chemical Analysis BLOW—COUNT/SAMPLE DATA: Blows required to drive Dames & 22 ■ Location of relatively Moore sampler 12 inches or undisturbed sample other indicated distances using 300 pound hammer falling 30 120 Location of disturbed sample inches. 'P" indicates sampler pushed. with P ❑ Location of sampling attempt weight of hammer or hydraulics with no recovery of drill rig. to 0 Location of sample attempt using Standard Penetration Test procedures 40 G Location of relatively undisturbed sample using 140 pound hammer falling 30 inches. -- NOTES: 1. Soil classification system is summarized in Figure A-1.. 2. The reader must refer to the discussion in the report text as well as the exploration logs for a proper understanding of subsurface conditions. 1 _ A/I GeoEngineers KEY TO BORING LOG SYMBOLS 1 %1\ � Incorporated � FIGURE A-2 TEST DATA BORING NO. 1 03 7 c >` m m m o o >m:13o o CO. Group DESCRIPTION -+t- MO C) mO to Symbol Surface Elevation: Asphalt Drive 0 - SP BROWN FINE SAND WITH A TRACE OF SILT AND GRAVEL (FILL) - _ MD 7 122 7 • SM GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL 5 AND OCCASIONAL WOOD FRAGMENTS (LOOSE, MOIST TO WET) ^$ SM BROWN SILTY FINE SAND WITH A TRACE OF GRAVEL 8 [i SP GRAY FINE SAND (LOOSE, MOIST) ~ - 1O-' ML GRAY SILT WITH OCCASIONAL ORGANICS (STIFF, MOIST) OL BROWN ORGANIC SILT WITH OCCASIONAL SAND LENSES " (SOFT, WET) - MD 41 78 2 M 15~ • ML GRAY SILT WITH A TRACE OF SAND (STIFF, MOIST - w - TO WET) w 12 • — -20 SP GRAY FINE TO MEDIUM SAND CLOOSE TO MEDIUM DENSE � ) MOIST TO WET) w o - - MD 24 102 11 ■ 25 1 12 ■ 30— .. SP INTERLAYERED BROWN AND GRAY FINE SAND, SILTY _ SM FINE SAND AND FINE SANDY SILT (LOOSE TO 35— 14 ■ ML MEDIUM DENSE, SOFT TO STIFF, WET) 4 ■ 40— Note: See Figure A-2 for Explanation of Symbols `�� GeoEngineers LOG OF BORING \� Incorporated 1 FIGURE A-3 • TEST DATA BORING NO. 1 • :I coj m ,, 0 (Continued) 0r m n m o o >.0 o o m Group DESCRIPTION -i f- m V oa mo co Symbol i 40 • + SP GRAY AND BROWN FINE SAND WITH A TRACE OF SILT - AND WEATHERED SANDSTONE FRAGMENTS (MEDIUM i - DENSE, WET) = +I - MD 20 114 43 - / 45— GRAY SANDSTONE (MODERATELY HARD) ^ - _ 50 EJ - 4" BORING COMPLETED AT 49.0 FEET ON 7/3/87 -I 50-- PIEZOMETER INSTALLED TO 49.0 FEET ON 7/3/87 1 DEPTH TO WATER MEASURED AT 11.0 FEET ON - - a 7/14/87 I- 1 _ 55— .. • - . 0 w - w - w - 60— _ — • F.- _ a la - I� _ r BS— - _ 1:. _ • 70- - I 75-- = 1 - BO ' - Note: See Figure A-2 for Explanation of Symbols ��� G I LOG OF BORING ��/ eoEngineers � Incorporated �� FIGURE A-4 • TEST DATA BORING NO. 2 :I I co �� T m co 6. m o o t m 0 o , Group DESCRIPTION � - 20 oo mU co Symbol Surface Elevation: Asphalt Drive ! 0 SP BROWN AND GRAY FINE TO MEDIUM SAND WITH A TRACE OF SILT AND GRAVEL (LOOSE, MOIST) - 10 0 - 5— ML GRAY SILT WITH OCCASIONAL ORGANICS (SOFT TO r MEDIUM STIFF, WET) _ - MD 48 72 4 S 10— OL BROWN ORGANIC SILT (SOFT TOMEDIUM STIFF, WET) _ I _ ML MOTTLED GRAY AND BROWN FINE SANDY SILT TO SILTY SM FINE SAND WITH A TRACE OF GRAVEL AND COBBLES - - (SOFT TO LOOSE, WET) - 17 N 1 15— I _ SP BROWN FINE SAND WITH A TRACE OF SILT (LOOSE, - w - WET) w ._ v w - 9 Z 20— 3I 1- - _ w �' - ML BROWN SILT AND FINE SANDY SILT, LAMINATED, _- WITH OCCASIONAL LAYERS OF SILTY FINE SAND 1 - (MEDIUM STIFF, WET) - 3` - MD 32 87 5 ■ 0 25— - I ! - SP- BROWN FINE TO MEDIUM SAND WITH SILT, GRAVEL SM AND HIGHLY OXYDIZED SANDSTONE FRAGMENTS (MEDIUM DENSE, WET) I MD 15 119 29 - • 30-- 1 - 50- 3" ORANGE TO GRAY SANDSTONE (WEATHERED, MODERATELY- HARD) BORING COMPLETED AT 32.0 FEET ON 7/6/87 PIEZOMETER INSTALLED TO 32.0 FEET ON 7/6/87 _ 35— • DEPTH TO WATER MEASURED AT 8.5 FEET ON 7/14/87 — 1 _ I 40— _ Note: See Figure A-2 for Explanation of Symbols \�� GeoEngineers LOG OF BORING MO' Incorporated FIGURE A-5 I - TEST DATA BORING NO. 3 : I co... co m o c t m o c cl Group DESCRIPTION _min m0 co al() co Symbol Surface Elevation: Asphalt Drive 0 - SP BROWN AND GRAY FINE TO MEDIUM SAND WITH A TRACE OF GRAVEL AND SILT (MEDIUM DENSE, MOIST) - (FILL?) - MD 13 110 12 I - 5- - MD 154 33 4 I - OL BROWN ORGANIC SILT WITH WOOD FRAGMENTS (SOFT, 10-- WET TO MOIST) _ - - �.. ML MOTTLED GRAYISH-BROWN SILT AND FINE SANDY SILT r- (MEDIUM STIFF, MOIST TO WET) _ 10 ■ S" P GRAY AND BROWN FINE SAND WITH A TRACE OF SILT 15— (LOOSE TO MEDIUM DENSE, MOSIT TO WET) r— - I- w - w - w - MD 29 93 6 ■ '"'� Z i 20— ML BROWN FINE SANDY SILT (MEDIUM STIFF, WET) - 7 a - _ w - 0 - _ 25-- S ORANGE AND LIGHT GRAY FINE TO MEDIUM SAND WITH F - SM SILT (LOOSE TO MEDIUM DENSE, WET) `— - MD 19 106 21 a - ' 30— - — 50- MOTTLED GRAYISH-ORANGE SANDSTONE (WEATHERED, - MODERATELY HARD) - BORING COMPLETED AT 32.5 FEET ON 7/7/87 PIEZOMETER INSTALLED TO 32..5 FEET 35 — ^ DEPTH TO WATER MEASURED AT 8.5 FEET ON 7/14/87 f_ 40— — Note: See Figure A-2 for Explanation of Symbols 1 «�11�� LOG OF BORING GeoEngIneers Incorporated \lf!/ FIGURE A-6 1. . TEST DATA BORING NO. 4 F. T 0 M c a,com o .. n m m o o >m o o c Group DESCRIPTION 11I2 Mo 'do EL) m Symbol Surface Elevation: Asphalt Drive 0 _ SP BROWN FINE SAND WITH A TRACE OF SILT AND GRAVEL_ (FILL) I - SM MOTTLED GRAY, BLUISH-GRAY AND BROWN SILTY FINE - _ MD 24 105 3 ML SAND AND SANDY SILT WITH A TRACE OF ORGANICS (SOFT TO VERY LOOSE, WET) - 5-- I - SP- ORANGE-BROWN FINE TO MEDIUM SAND WITH SILT SM (LOOSE, WET) - MD 26 97 8 a 10- 50- 31I a t - i50- # l ORANGE TO GRAY SANDSTONE (WEATHERED, MODERATELY- _ 1 15-- 2" HARD) BORING COMPLETED AT 14.5 FEET ON 7/7/87 - PIEZOMETER INSTALLED TO 14. 5 FEET - i F- - DEPTH TO WATER MEASURED AT 5.5 FEET ON w7/14/87 w U. - - r f =20— - — I- - a w - o - 25— " - — -- ' 30— - — 1 35— ` I. - +- 40— - Note: See Figure A-2 for Explanation of Symbols I' 1- �'�s% GeoEngineers LOG OF BORING �� Incorporated \� FIGURE A-7 OF R4, 4" TTACHMENT4' / AEC I F,090-8'1 I /- $ 0 z City of Renton s L": SA- �'�-�' o ENVIRONMENTAL CHECKLIST 0,9g1 o SEPZE•# Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43,21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for allproposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. • Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best- description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. Use of Checklist for Nonproject Proposals: (Please Type or Print Legibly) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant,'. and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Renton Village Cinema 2. Name of applicant: Renton Village Associates° The Callison Partnership, Ltd. - Agent 3. Address and phone number of applicant and contact person: Renton Village Associate The Callison Partnership, Ltd. 607 Third Avenue #315 1423 Third Avneue, Suite 300 Seattle, Washington 98104 Seattle, Washington 98101 623-4646 Brian Cloepfil 4. Date checklist prepared: October 23, 1987 5. Agency requesting checklist: Building and Zoning Department 6. Proposed timing or schedule (including phasing, if applicable): Construction start - Winter, 1988 Occupancy -. Fall, 1988 C'T"f0" i;_ :I [1] NOV 2 .198 BUILDIING/ZOir4Ii1jG Dr-PT. 7. Do you have any p ; for future additions, expansions, . 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. Demolition Permit Joint-use Parking Agreement Building Permit Site Plan Approval Grading Permit (Private Drive) Lot-line Adjustment 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. An expansion of existing cinema of 855 seats, 16,253 SF "(from 20,000 SF, 1,4051 seat ;3-Plex to 36,253 SF, 2,260 seat 8-Plex) ; relocate private, internal road;' restripe, reconfigure and expand existing parking areas; provide new areas of landscaping in parking areas and around buildings and upgrade existing landscpae areas. See legal description - attachment #3. 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 topography 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. 1 The Existing Cinema Site: Renton Village Cinema 25 South Grady Way Renton, Washington 98055 See Attachments # 2 and #7 B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); 0 rolling, hilly, steep slopes, mountainous, other steep bank at south .. ndary. / What is the steepest slope on the site (approximate percent slope)? 100% at bank: c. What general types of soils are found on the site (for example, caly, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Silty sand, silt, sandstone ' d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No - 2 - I e. Describe the rpose, type, and approximate qui ies of any filling or grading proposed. Indicate source of fill. Approximately 3' of fill under cinema (to raise floor level ) . Fill from off-site. Exterior grade to remain as is. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately._77% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Does not apply 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 f known. - Dust from road grading - Construction equipment - pile drivers, trucks - Increase in user auto, exhaust (minimal ) - HVAC emissions from user b. Are there any off-site sources of emission? No c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None - 3 - 4) Will the pi isal require surface water withdr is or diversions? Give • general des,.,.ption, purpose, and approximately quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and appaoximately quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Surface collection arid distribution of storm drainage to existing storm drainage piping on site. Flow will be into established drainage course through the 405/167th interchange into Springbrook Creek and then the Green River. 2) Could waste materials enter ground or surface waters? If so, generally describe. None foreseen. - 4 - d. Proposed me res to reduce or control surface, Kid, and runoff water impacts, if any: Tie-in and use of existing storm drainage controls in place and provided during construction and approved TES-.CP. 4. Plants • a. Check or circle types of vegetation found on the site: ( deciduous tree: alder, maples aspen, other poplar� c ONAVDd 1 ( evergreen tree: fir, cedar, pine, other itg Shrubs 1i3X grass o crop or grain o Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other o water plants: water lily, eel grass, milfoil, other o other types of vegetation b. What kind and amount of vegetation will be removed or altered? Some existing 20' evergreens and deciduous and possibly (1) 50' poplar will be removed. These were introduced plantings. 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: New nursery quality landscaping and irrigation will be' provided that is more compatible with adjacent projects and plantings. These will occur at all unpaved areas. Several new public landcaped areas will be provided in the prcl'osal . See attachment #10. S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other None Mammals: deer, bear, elk, beaver, other None Fish: bass, salmon, trout, herring, shellfish, other None 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. Not to our knowledge - S - • d. Proposed m '__fires to preserve or enhance wildlif ' any: • Impact will be minimal , however, new increased grass areas and tree • placement could increase bird appearances. 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. Electric -` HVAC & Lighting 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: Compliance with current Washington State Energy Code requirements. 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. None foreseen 1) Describe special emergency services that might be required. None foreseen 2) Proposed measures to reduce or control environmental health hazards, if any: None foreseen b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Largest impact in project area is traffic noise generated by I-405, South Grady Way and Talbot Road, South. — 6 — 2) What types a levals of noise would be created I it associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. - Short term - construction related to road work and pilings. - Long term - some additional traffic generation. 3) Proposed measures to reduce or control noise impacts, if any: None foreseen 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Site use - Existing site is the existing Renton Village Cinema with the Evergreen Office Building and Chevron service station. The Sheraton Inn Hotel , Renton Village Center Shopping center and One Renton Place Office Building are on adjacent lots. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. Chevron Service Station, 6 story Evergreen Building (offices) , existing Renton Village Cinema, d. Will any.structures be demolished? If so, what? Yes, The Existing Renton Village Cinema. e. What is the current zoning classification of the site? B-1 f. What is the current comprehensive plan designation of the site? B-1 g. If applicable, what is the current shoreline master program designation of the site? Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? A' lc. 24' .69Kp.off S j. Approximately how many people would the completed project displace? Temporarily, until the new cinema is completed, 16 employees. k. Proposed measures to avoid or reduce displacement impacts, if any: None - 7 - 1 . • 7 Y 1. Proposed rn ures to ensure the proposal is col tibia with existing and • projected land uses and plans, if any: • The proposal is consistent with both the existing land uses and proposed - comprehensive plan uses. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Not applicable c. Proposed measures to reduce or control housing impacts, if any: Not applicable 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. See attachments 12 and 13. b. What views in the immediate vicinity would be altered or obstructed? No views will be obstructed. The expanded cinema will be more visible from the Evergreen Building than the existing cinema. c. Proposed measures to reduce or control aesthetic impacts, if any: More landscaping and public use facilities are proposed between the cinema and Evergreen Building. • I 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The cinema will have signage lighted after dark. Entry and loading area will also be lighted as well as rear exit doors. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not foreseen c. What existing off-site sources of light or glare may affect your proposal? Not foreseen d. Proposed measures to reduce:or control light.and;glare;impacts, if any: None - 8 - • • : 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? A semi-landscaped area with minimal facilities (see attachment #9) exists in the middle of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. • The area metioned above would -be reduced, the remainder of the area • upgraded with landscaping. A new, better quality space would be developed between the cinema and Evergreen Building (see attachment #10) . c. Proposed measures to reduce or control impacts on recreation. including recreation opportunities to be provided by the project or applicant, if.any: Enhancement of existing landscaped areas and relocation of public spaces with more amenities. 13. Historic and Cultural Preservation a. Are there any places or objects listed on. or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known c. Proposed measures to reduce or control impacts, if any: None . 14. Transportation a. Identify public streets and highways serving the site. and describe proposed access to the existing street system. Show on site plans, if any. Publalc streets adjacent: South Grady Way to the North, Talbot Road South via South Renton Village Place to the East.. (See attachment #7) b. Is site currently served by public transit? If not, what is the approximately distance to the nearest transit stop? The Park and Ride main transit stationis located north across South Grady Way. Service is also available on Talbot Road South. c. How many parking spaces would the completed project have? How many would the project eliminate? The expansion will require 214 additional spaces to be accommodated off- site in a joint-use agreement. The existing site has '441 parking spaces. After relocation and restriping of existing parking and addition of new parking, the site will have ,381: parking spaces. See attachments #2 & #7. d. Will the'proposal require any maw roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The existing private drive in front of the Evergreen Building and cinema will he relocated approximately 80 feet north. (See attachment # ) - 9 - b • e. Will the pr t use (or occur in the immediate inity of) water, rail, or air transportation? If so, generally describe. None will be used. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Refer to attachment #14 (traffic study) g. Proposed measures to reduce or control transportation impacts, if any: The peak-hour use of the cinema being different' than the business peak-hour uses of the adjacent buildings will significantly minimize transportation impacts . 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 more than the existing facility. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, 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_andLight Company Water/sewer/garbage - City of Renton Telephone - Pacific Northwest Bell C. SIGNATURE 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: Brian C. Cl oepfi l The Callison Partnership, Ltd. - 10 - #176 111 8-84 AT ACHMENT #5 CERTIFICATION OF NOTIFICATION OF ADJACENT PROPERTY OWNERS/SITE PLAN * * *FOR OFFICIAL USE ONLY* * * PROJECT TITLE: RENTON VILLAGE CINEMA APPLICANT: RENTON VILLAGE ASSOCIATES APPLICATION NUMBER: SITE PLAN APPROVAL: SA-103-87 The following is a list of adjacent property owners and their addresses. A notification of the pending site plan application shall be sent to these individuals as prescribed by Renton City Code, Chapter 7 Section 38 of Title IV (Building Regulations) of Ordinance No. 1628 relating to site plan approval. ASSESSOR'S NAME ADDRESS PARCEL NUMBER PUGET WESTERN INC. Puget Power Building 66,88 Bellevue, WA 98009 RENTON TALBOT DELAWARE G.S.I .C. Realty Inc. #700 333 Twin Dolphin Drive Redwood City, CA 94065 JAMES E. BANKER 405 South 7th Street 02, 34 Renton, WA 98055 • SOUND FORD INC. 750 Rainier Avenue So. 35 Renton, WA 98055 CASTAGNO BROS. INC. 423 7th Avenue - 25 Renton, WA 98055 RENTON INN 800 Rainier. Avenue So. Renton, WA 98055 FRED H. KNACK 263 Rainier Ave, S: #204 63,68,74,86 Renton, WA 98055 STATE OF WASHINGTON DEPT. OF Highway Admin. Bldg. 03,32,69,89 TRANSPORTATION Olympia, WA 98504 • fl iiI) NOV 231g$l E3U1LDING/ZON1NG DEPT. - i ASSESSOR'S NAME ADDRESS PARCEL NUMBER • v ASSESSOR'S NAME ADDRESS PARCEL NUMBER rn:_ ��� ly���� CERTIFICATION (lam I, , hereby certify that the above list(s) of adjacent property owners and their addresses were taken from the records of the King County Assessor as prescribed by law. ATTEST: Subscribed and sworn to before me, a Notary Public, in and for(tpe State of Washington residing,, 0p,. at ,7 Q a) A on the r9D-1lday of ON 0 !(YlAt' 9$7 kOk6 .K _ \ i� ''�_ SIGNED: CERTIFICATION OF MAILING JERRY F. LIND hereby certify that notices of the public meeting on the subject site plan approval were mailed on DEC. 18, 1987 • to each listed adjacent property owner as prescribed by law. ATTEST: Subscribed and sworn to before me, a Notary Public, in and for the State of Washington residing at emu Ai on the, aN , day of Eivre .lgg7 raL, 401"1 oAp 90 , SIGNED: FORM 208 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: DATE CIRCULATED: DECEMBER 17, 1987 COMMENTS DUE: DECEMBER 31, 1987 EFC - 090 _ 87 APPLICATION NO(S). : SITE PLAN APPROVAL: SA-103-87 PROPONENT: RENTON VILLAGE ASSOCIATES PROJECT TITLE: RENTON VILLAGE CINEMA BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR SITE PLAN APPROVAI Tn AV OW THE EXPANSION OF AN EXISTING THREE=PLEX CINEMA (20,000 S.F. & 1,405 SEATS) TO OPERATE AS AN EIGHT-PLEX CINEMA FOR A NEW TOTAL OF 36,253 S.F. AND 2,260 SEATS. LOCATION: LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY. WAY. SITE AREA: 7.7 ACRES BUILDING AREA (gross): 36,253 SQ. FT. IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Form 4 RENTS ___: BUILDING & ZONING DEPA ,;.1,MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 090 - 87 APPLICATION NO(S) : SITE PLAN APPROVAL: SA-103-87 PROPONENT : RENTON VILLAGE ASSOCIATES PROJECT TITLE : RENTON.VILLAGE CINEMA BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR SITE PLAN APPROVAL TO ALLOW THE EXPANSION OF AN EXISTING THREE-PLEX CINEMA. (20,000 S.F. & 1,405 SEATS)TO OPERATE AS AN EIGHT-PLEX CINEMA FOR A NEW TOTAL OF 36,253 S.F. AND 2,260 SEATS. LOCATION : LOCATED IN THE RENTON VILLAGE COMPLEX AT 25 SOUTH GRADY WAY. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 0 ENGINEERING DIVISION TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : UTILITIES ENG . DIVISION 0 FIRE PREVENTION BUREAU 0 PARKS & RECREATION DEPARTMENT 0 .BUILDING & ZONING DEPARTMENT 0 POLICE DEPARTMENT El POLICY DEVELOPMENT DEPARTMENT OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5: 00 P.M. ON 1YF.C'F.1VIRF.'R QR7 REVIEWING DEPARTMENT/DIVISION : APPROVED APPROVED WITH CONDITIONS I I NOT APPROVED DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 r,_� ion AT .ACiiMENT # 14 RENTON VILLAGE CINEMA TRANSPORTATION SECTION ENVIRONMENTAL CHECKLIST Prepared for: Renton Village Associates November 11, 1987 471 v�Cl rrl' n,= � 0 izv" P /? /V0V 2Lc'2� 79a N ` � ,, ���G n` r Prepared by: The TRANSPO Group, Inc. 14715 Bel-Red Road, Suite 100 Bellevue, WA 98007 . TG: 87288.00 This report addresses the transportation element of an environmental checklist for the proposed reconstruction and expansion of the Renton Village Cinema from three screens and 1,405 seats to eight screens and 2,260 seats. Little published information is available to assess the traffic and park- ing impacts of theater projects.- However, in 1985 The TRANSPO Group performed an operational study for the expansion of the Factoria SRO Cinema located in King County just south of Bellevue. The theater was recently expanded to eight screens and enjoys good attendance. General Cinema Corporation, pro- posed operators of the Renton Village Cinema, has compiled attendance and vehicle occupancy data for all of their sites nationwide. The data on the Factoria exceeds the General Cinema Corporation' s national averages. In order to represent a reasonable worst case for the Puget Sound area, the Factoria Cinema data will be applied to the Renton Village Cinema analysis. The Factoria Cinema study showed that the highest attendance days are Friday through Sunday, with attendance up to five times greater than other days. In addition, three to five times per year, the theater complex exper- ienced attendance peaks when all segments of the theater were nearly full . These peak days occurred on holidays or weekends. For this study, figures reflecting average Friday attendance were used. Additionally, the impact of the peak days, though infrequent, was assessed. Local Public Street System and Site Access The project site is located at the northwest corner of the I-405/SR 161 (E Valley Highway) interchange in the City of Renton as shown in Figure 1. Figure 2 indicates the local roadways which serve the site, including I-405, SR 167/Rainier Avenue S, S Grady Way, Talbot Road S (SR 515) and S Renton .Village Place. Primary site access is via a driveway on S Grady Way at Lake Avenue and an entrance at S Renton Village Place from Talbot Road S. S Grady Way is a four-lane, two-way arterial providing east-west site access. At the signalized intersections, exclusive left and/or right-turn lanes are provided as indicated in Figure 2. Parking is prohibited on S Grady Way and there are sidewalks on the north side of the street only. -1- • --_. S2ST S 3 ST 9 h W SUNSET 9V S F. y` a 0 . SW7ST PARK t RIDE• PROJECT 116/ SITE RENTON / VILLAGE PL . 1-405 Ao -..,,„r „.., .7.4,e 0,),,,. • co 9 a. . 9 c. -- tlC,. o CIS ::. IEITOIfn "j a CI VS el c LOMGACRES RACE TRACE f.. \ NORTH RENTON VILLAGE Figure 1 sPO CINEMA SITE LOCATION 'iYa p -2- J1 • )11k -4D itt ' 1t11 BERTON If VILLAGE PL PROPOSED EXPANDED • THEATER SITE 1-05 cn • O OC J TRAFFIC SIGNAL I STOP SIGk NORTH Figure 2 RENTON VILLAGE ADJACENT ROADWAY 'RANSIO CINEMA CONFIGURATION AND CONTROL Grove -3- TG: 87288.00 Talbot Road S (SR 515) is a five-lane, two-way north-south arterial com- prised of two travel lanes in each direction and a two-way left-turn lane. There is no parking allowed on Talbot Road S and sidewalks are provided on both sides of the street. S Renton Village Place is a two-lane, two-way local access roadway with separate left and right-turn lanes at Talbot Road S. Parking is allowed on the south side of the street and sidewalks are provided on both sides of the roadway. Intersection control is also shown in Figure 2. Traffic signals are located at both major site access points. Existing PM peak hour turning movement counts were performed at the pri- mary site access points in October 1987. Based on 1985 Highway Capacity Manual methods, the intersection of S Grady Way at Lake Avenue S operates at LOS E and the intersection of Talbot Road S at S Renton Village Place operates at LOS B during the PM peak hour. The PM peak hour is 4:00 to 5:00 PM. Public Transit Transit routes and bus stop locations are shown on Figure 3. The South Renton park-and-ride lot is located just north of the site. The majority of area bus service is oriented towards peak-hour commuter service. Route 155 is the only route to provide service during theater peak hour operation. On weekdays, service is provided from 5:30 AM to 10:00 PM at approximately one-hour headways. Route 155 serves Downtown Renton, the South Renton park-and-ride lot, Fairwood, Cascade Vista, and Southcenter. The nearest transit stop is located on Talbot Road S at S Renton Village Place approximately 1,500 feet from the Renton Village Cinema. Parking The project site is now occupied by the Evergreen Building, an office building occupying approximately 73,800 square feet (sf) of gross leasable floor area (glfa), and by the existing three-screen Renton Village Cinema. -4- SOUTH RENTON PARK 'N' RIDE 145 148 - 149 247 155 167 172 Q 240 247 Q�� 340 24, 909 • W ti SC'I'V ti 4 = W h J 0rn -\ (---) D .,-----Isoc________nnrm --- '.) 145 _------1 148 RENTON 1 155 55 VILLAGE PL A • PROPOSED I 145 149 EXPANDED I 148 155. I vieb THEATER t SITE CCI In In s h h 0 s ►-- 0 C A J ... _. F- ..._. tC N 3,1 TRAFFIC SIGUAL A BUS STOP xxx xxx ROUTE NUMBERS NORTH RENTON VILLAGE Figure 3 CINEMA PUBLIC TRANSIT TRANSI -5- TG: 87288.00 The site parking demand must consider both uses. To assess the parking- related impacts of the theater expansion, four times of day will be examined -- the average event parking demand and the peak event parking demand, for both daytime (7:00 AM to 4:00 PM) and evening conditions. Parking Demand and Supply The office building parking demand can be estimated using the Institute of Transportation Engineers' (ITE) Parking Generation Manual (1985). The parking demand for the theater can be estimated based on experience at Factoria. The Factoria study showed that average vehicle occupancy for a theater is 2.5 persons per vehicle. Film showings at multi-screen theaters are normally staggered in about 15 to 20 minute intervals and film length averages about two hours. The staggering of shows reduces the parking requirement to one-half of the total theater occupancy during a two-hour show period (versus having all showings at once with the parking demand then equal to 100 percent of occupancy). Some overlap will occur from the prior show period; but this overlap did not exceed four percent in the Factoria experience. Table 1 shows the parking demands for the four times specified. Table 2 shows the existing and future parking supply. The parking demand does not currently exceed the supply at any time. Table 1 Parking Demand Average Day Peak Day Existing Future Existing Future Day Eve Day Eve Day Eve Day Eve Office 185 Negl* 185 Negl* Negl* Negl* Negl* Negl* Theater 50 240 75 370 230 550 380 880 Totals 235 240 260 370 230 550 380 880 * Office building holiday, weekend, and evening parking demand data is unavailable. Some demand exists due to maintenance/janitorial personnel and overtime and swing-shift workers, but is assumed negligible (Negl ) at less than 10 vehicles on average. -6- TG: 87288.00 Table 2 Parking Supply On-site Off-site Total Existing 611 0 611 Future 569 220* 789 * Via pending joint-use parking agreement with adjacent owner. The daytime theater parking demand will average 75 vehicles and the even- ing demand will average 370 vehicles after the theater is expanded. The on- site supply of 569 spaces will be more than adequate to handle the average weekday demand. The expanded theater will exceed the supply only during the evening period (8:30 to 9:30 PM) of the three to five annual peak days. At those times, the demand will exceed the on-site supply by 311 spaces. Overflow of 220 spaces will be accommodated by the adjacent proposed joint-use parking lot at the One Renton Center building (see Code Requirement section, below). The remaining excess parking demand of 91 spaces can be easily accommodated by using other adjacent office and retail parking without causing spillover onto City streets. These peak days occur on weekends or holidays when offices are usually closed. Code Requirement The City of Renton code requirement for theaters is one space per four seats. This results in a requirement for 565 spaces. The Evergreen Building requirement is for 369 spaces. In addition there is an existing parking easement to One Renton Place for 56 spaces on site. A total of 990 spaces should be provided on site if code is met. Due to the dissimilar peak hours of office building and theater uses, it has been proposed that a joint-use parking agreement be entered into between the One Renton Center building owners and the Renton Village theater owners to cover the 220 spaces located just east of the theater (see Figure 4). -7- i o; 0 .cY... �r •a 1 I • ~ '� I I ilN.•yy ca...'� C + '' �. l . • I 1 I SITE PLAN I , -, I ' LIf4ITOF APPROVAL 188 II I' 1 1 1 Li I 11111i jolly -�! :.: • •.•• •...'. v •'C::. .• L.f . 'k , f01.U9L..l. % : if' : tiv^ + `'< ii; : ; tt:4 '!.:C.:•t:'::ti\\ \ *am4i ;y (L:��`� `�� ti.; :. t .� �• , / / �' .§.. ., ti:,,,,,-,,,,,,,,,is\•i:.;: •:j ��•\ C iht \ C{Yy- ...- ')\: tiff •�.\\v�i;: ;;tr P:ti ..L. :,::kw::.•.i:1 irk•;;;.;\..: '::kiv?` • /� /�/ Nitro 220 :(� :�•\'"v •:i is:•�i: ih '/ 1 PROJECT SITE .�: > ::. ::.. : .. ,, Y`'.~..' PARKING `.. PROPOSEDSEPARATELY FOR JOINT-USEOWNED SOURCE: THE CALLISON PARTNERSHIP RENTON VILLAGE Figure 4 crroCINEMA FUTURE PARKING SUPPLY � 5I -8- TG: 87288.00 The joint use with One Renton Center will work well to alleviate most peak parking demands that may occur and will allow the expanded theater to meet parking code requirements. The 220 spaces will likely experience high use by theater goers since they are close to the theater. Roadway Improvements The proposal will not require new roadways or improvements to existing roads and streets. Water, Rail, and Air Transportation There will be no alterations to water, rail , or air transportation due to the proposed theater expansion. Project Trip Generation, Distribution, and Assignment The existing Renton Village Cinema consists of three theaters with a total of 1,405 seats. The proposed rebuild would add five theaters and bring the total to 2,260 seats. Trip Generation Based upon the Factoria analysis, the expected theater utilization during the four analysis periods (average and peak day, daytime and evening) was determined. Theater traffic activity peaks during the 8:30 to 9:30 PM hour. A factor of 2.5 persons per auto was used to represent average vehicle occupancy, based upon the experience at Factoria. Each vehicle makes two trips -- one to the theater and one away from the theater. Based upon the patronage characteristics during the four analysis periods, traffic activity was estimated and is shown in Table 3 for both the existing theater and the expanded theater. -9- TG: 87288.00 Table 3 Theater Trip Generation Existing Project Total Condition Increment W/Project Average Day PM Peak (4:00 - 5:00 PM) 45/39 27/24 72/63 Evening (8:30 - 9:30 PM) 140/140 86/86 226/226 Peak Day PM Peak (4:00 - 5:00 PM) 225/255 137/137 362/362 Evening (8:30 - 9:30 PM) 534/534 325/325 859/859 Key: XXX/XXX = enter/exit On an average day, the expanded theater would add 51 vehicles trips (27 entering, 24 exiting) to the PM peak hour traffic volumes. On the three to five annual peak days, 650 vehicle trips '(325 entering, 325 exiting) will be introduced in the evening 8:30 to 9:30 PM period. This represents the maximum vehicle trips generated by the expanded theater and will most likely occur on a weekend or holiday. Traffic Distribution and Assignment Figure 5 shows the estimated project trip distribution. Approximately one-half of the theater patrons approach the site via S Grady Way and one-half approach via Talbot Road S. The existing and estimated PM peak hour trips that would be added by the project are shown in Figure 6. As is shown, the relative impact of added PM peak hour trips 'due to the expanded theater will be slight since the trips represent less than 1 percent of the traffic on S Grady Way and on Talbot Road S. The majority of theater-related traffic will occur during off-peak periods when the local roadways have excess reserve capacity. -10- __________YC-73: .. y 6 Qp��al P. Sp y solo ,_________,______________i L i---r:' r-.) j5% ____- v ksols RENTON VILLAGE PL ri PROPOSED EXPANDED THEATER SITE 1( ilDvos C 2------------: 1:-:‘'. 35% N O F- O m J C A �O 1 TRAFFIC SIGflAL A NORTH RENTON VILLAGE Figure 5 IWCD TRIP DISTRIBUTION TRANSP0 CINEMA rov -11- s o �- 0 41-4 I\�M N.-- : 9(10) ---A N---3(0) 1137(0) ( 1159(0) 167(12 --b.--N y- 14(1) S 11r .D ___, ..._____y .r ic7• `,@ ao��' MNN W -� p . S6�p0Ail` L..W (yY i____--------- TICJ� rnLj � D .--------/ v c_____-----) nin RENTON VILLAGE PL • PROPOSED EXPANDED THEATER SITE -C-Ifin)------: 0 1-05 N O O m t ..11)A711) ) i -O W‘13 178(4)-A H 438(8)-,, TRAFFIC SIGNAL 1 f XXX EX. PM PEAKY (XXX}E-� PLUS PROJECT TRIPS CV^ A L PROJECT TRIPS NORTH RENTON VILLAGE Figure 6 CINEMA PM PEAK HOUR VOLUMES Cro‘p -12- TG: 87288.00 On-site Circulation The expanded theater will contribute approximately 51 vehicle trips to the existing PM peak hour traffic on site. Typical on-site circulation patterns were observed during peak hour and are shown on Figure 7. The majority of on-site traffic does not pass in front of the theater or the Evergreen Building due to speed bumps located in front of these buildings. This pattern should not change with theater expansion. Pedestrian-vehicle conflicts are typical at theaters especially just before a show time. The expanded theater is likely to experience a degree of conflict just in front of the theater and on the west side of the theater. However, the parking lot has been designed to encourage only drop-off traffic to pass in front of the theater and minimize the number of potential conflicts. There has been a discussion in the past regarding the construction of a city street through the site as shown in Figure 7. However, the theater expansion will not generate sufficient traffic volumes to warrant construction of the road at this time. Recognizing the fact that the road will be con- structed at some future date, the parking lots will be designed in a configuration that will easily adapt to a road installation. Reduction of Transportation Impacts From the preceding analysis and findings, we conclude that the proposed project will have a negligible traffic impact on the vicinity street system. No measures are required to reduce the transportation impacts of the project beyond those proposed. -13- . lk, .._„-----1,An J o: —7. ,... c• . •.,, . r _ • _ 1 - . --.I 1 , II doi1 g6 y . I � �- -- —_, 1 Fund ' C: v) RIGHT-OF-WAY ..........I _ . - ), :t- 1 /,1- ..u%=:_ , . - - ,e" -----__ • -..' __.L—___... ..._,, Irjri ! 1 j pot. .... _ , , oet, 40.1.4 - AV 'e •-.._:---- # C- ed of Ai., ... ..feewt-=•_: .- . -,‘\_,. _ ,,-•-...,-..t...,_,..,.,.. - ..* - ----------:- ..m,',1,......,..; . 11 _il —..„ . _rL---- - ,-4, , t / < TO TALBOT RD S . il ? 'for 1------7 % (--.Z e rf"teer;re fp-- 44.. T . . ...„ ..tei. - , ,10. s•• A e' 4, 1 1 cb 7 (1 , r,-'I,f -------L--- SOURCE: a THE CALLISON PARTNERSHIP NORTH RENTON VILLAGE Figure 7myg CINEMA MAJOR SITE CIRCULATION PATTERNS TRANSPO Grove -14- • ATTAkAMENT # 15 REPORT GEOTECHNICAL ENGINEERING SERVICES RECONSTRUCTION OF RENTON VILLAGE CINEMA RENTON, WASHINGTON FOR M. SANDORFFY COMPANY III4.(20PiziZN7r,7 ( 1J ii 11 gar, ,a 0 198� DING/�GvfNG GeoEngineers Incorporated ‘1641 GeoEngineers Incorporated (206)746-5200 Consulting Geotechnical Fax.(206)746-5068 Engineers and Geologists 2405 - 140th Ave. N.E. Bellevue,WA 98005 July 21, 1987 M. Sandorffy Company 607 Third Avenue, Suite 315 Seattle, Washington 98104 • Attention: Mr. Mike Sandorffy Gentlemen: We are pleased to submit our "Report , Geotechnical Engineering Services, Reconstruction of Renton Village Cinema, Renton, Washington." The scope of our services was discussed with you on June 30, 1987 and subse- quently outlined in a confirming agreement from our office dated July 1, 1987 which you signed on the same date. It has been a pleasure to be of service to you on this project. If you have any questions regarding the contents of this report, please contact us. We are prepared to provide appropriate consultation during the final design phase and monitoring services during construction to evaluate if the applicable portions of the contractor's work are completed in accordance with the intent of our recommendations. Your very truly, G•. 5 :ineers, c. J� ' . Tuttle ncipal JRG:JKT:wd File No. 1183-01-1 TABLE OF CONTENTS Page No. INTRODUCTION 1 SCOPE - 1 SITE CONDITIONS 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 3 CONCLUSIONS AND RECOMMENDATIONS 4 GENERAL 4 SITE PREPARATION AND EARTHWORK 4 ' Structural Fill 5 Fill Settlement 6 PILE FOUNDATIONS 6 Timber Piles 7 Augercast Piles 8 Pile Downdrag 9 Pile Uplift 9 LATERAL RESISTANCE 9 FLOOR SLAB SUPPORT 10 ENTRIES, SIDEWALKS AND UTILITIES 10 • PAVEMENTS 11 RETAINING WALLS 12 DRAINAGE CONSIDERATIONS 12 USE OF THIS REPORT 13 List of Figures Figure No. SITE PLAN 1 APPENDIX Page No. FIELD EXPLORATIONS AND LABORATORY TESTING A-1 List of Appendix Figures Figure No. SOIL CLASSIFICATION SYSTEM A-1 KEY TO BORING LOG SYMBOLS A-2 LOGS OF BORINGS A-3 thru A-7 GeoEngineers Incorporated REPORT GEOTECHNICAL ENGINEERING SERVICES RECONSTRUCTION OF RENTON VILLAGE CINEMA RENTON, WASHINGTON FOR H. SANDORFFY COMPANY INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed reconstruction of the Renton Village Cinema I, II. and III building in Renton, Washington. A conceptual layout for the proposed reconstruction and an outline of the existing structure are shown on the Site Plan, Figure 1. We understand the existing building is to be demolished. The building, including the floor slab, is reportedly supported on timber piling. The east end of the building, where the floor slab is . about 6 feet below the present ground surface, has had a history of problems with seasonal seepage. We provided consultation to define remedial actions to diminish the seepage problems in 1983. Information with respect to the new building size, finished floor grades and foundation loads is not available at this time. However, based on conversations with Mr. Brian Cloepfil of The Callison Partnership, we understand preliminary finished floor grades will likely range from Elevations 26 to 32. This would put the lowest grade at or near the existing site pavement grades. The lobby will be raised on the order of 5 feet above the lowest elevation of the largest theater. Considerable earthwork, including placement of new fill, is indicated to be necessary to modify the existing grades to fit the numerous theaters for the new building. SCOPE The purpose of our services is to develop recommendations for founda— tion design, site grading and drainage in relation to construction of the proposed new cinema building. Specifically, our scope of services includes: GeoEngineers Incorporated 1. Exploring subsurface soil, rock and ground water conditions by drilling four borings within the general area of the planned new building footprint. 2. Performing limited laboratory testing on the soils encountered to provide data for correlation with the existing information in our files. 3. Providing recommendations for foundation support of the structure, including capacity—penetration relationships for piles, if deep foundations are necessary or allowable design bearing values if spread foundations can be used. 4. Providing design criteria for subgrade basement walls and any other retaining structures associated with the planned new project. 5. Providing recommendations for site preparation and earthwork, including recommended types of fill material, compaction criteria, temporary cut slopes and temporary drainage requirements. 6. Providing recommendations for installation of subdrain facilities to maintain the lower level of the cinema in a dry condition. 7. Providing recommendations for the design and construction of any new pavement areas which may be constructed as part of this project. SITE CONDITIONS The existing building is a concrete structure. We understand that the building, including the floor, is supported on timber piles. The actual length of piling used and the loads imposed on these piling are not known. However, it is likely that the piles were driven to refusal on bedrock. SURFACE CONDITIONS The existing building is surrounded by landscaped areas, lawn, concrete sidewalks and asphalt concrete paved driveway and parking areas. A downward tilt of the stair landings away from the building at the theater exits on the south side of the building indicates that the earth berm/planter area has settled considerably with respect to the pile—supported building. 2 GeoEngineers Incorporated SUBSURFACE CONDITIONS The subsurface conditions at the site were explored by drilling four test borings near the corners of the proposed building, as shown on the Site Plan, Figure 1. A description of our field exploration program, including the boring logs, is presented in the Appendix. The borings encountered variable subsurface conditions. However, the general sequence of fill and alluvial soils over sandstone bedrock is in agreement with other subsurface explorations which we have performed in the Renton Village complex. The site is mantled by a varying thickness of fill. At some locations, it is difficult to define the demarcation between manmade fill and the• natural alluvial deposits. We interpret the upper 2-1/2 to 7 feet of soils at the boring locations to be fill. Greater depths may be present within the existing building footprint area. The fill which we encountered consists of loose to medium dense fine or fine to medium sand with a trace of silt and gravel. The fill is underlain by variable sequences of soft to medium stiff. silt, organic silt and loose to medium dense sand overlying a varying thickness of loose to medium dense fine or fine to medium sand (highly weathered sandstone). Moderately hard sandstone was encountered at depths below the ground surface ranging from 13 feet in Boring 4 to about 48 feet in Boring 1. Based on our experience in the immediate area, the thickness of weathered sandstone and the depth to moderately hard sandstone may be quite variable between the borings . The soil and rock stratigraphy encountered in the borings are described in the logs of borings in Figures A-3 through A-7. The ground water levels observed during the exploration program are indicated on the individual boring logs . Standpipe piezometers were installed in all four borings. Water levels were subsequently measured at 11, 8-1/2, 8-1/2 and 5-1/2 feet below the ground surface in Borings 1, 2, 3 and 4, respectively, on July 14, 1987. Fluctuations in the ground water levels should be expected due to changes in precipitation, season, site utilization and other factors. 3 GeoEngineers Incorporated CONCLUSIONS AND RECOMMENDATIONS GENERAL We recommend that the new structure be supported on piles which are driven to or drilled in the moderately hard sandstone. At this time it appears that the lower floor slab of the new structure should also be pile—supported to eliminate the potential for differential settlement between the slab and the building frame. If the existing timber piles can be accurately located and the allowable capacities verified, it might be possible to use some of the these piles for support of the new floor slab. Since new finished floor elevations are probably going to be higher than the. existing finished floor, the piles would have to be extended to reach new pile cap grades. We suggest that the structural engineer evaluate whether it would be more cost—effective to abandon and replace the existing piles or to extend and reuse a portion of them. In any case, care should be exer— cised during design to determine that new pile locations do not conflict with the existing piles and caps. SITE PREPARATION AND EARTHWORK We anticipate that trees, bushes and shrubs will be salvaged from the landscaped areas during demolition. Lawn areas can be left in place unless there is salvage value in stripping the sod, providing that floor slabs are pile—supported. Otherwise, the sod should be stripped. The existing asphalt , sidewalks and floor slabs can be broken into relatively small pieces (less than 2 feet maximum dimension) and left in place within the new building area if not in conflict with new piles and utilities. If the new pile locations are not accurately known at the time of demolition, it may be • preferable to remove all pavement and slabs from the building area. All foundation walls and pile caps should be removed and piles not incorporated into the new building cut off at least 2 feet below the bottom of new pile caps or planned subgrade elevations. The fill soils encountered in our borings will provide relatively stable subgrade support, except to heavy construction traffic during wet or saturated conditions. We are not aware of the nature of the fill under the 4 GeoEngineers Incorporated existing building, although a clay—type soil has been reported. This type of fine—grained soil is very sensitive to moisture and is easily disturbed during wet weather. All existing voids (abandoned vaults, manholes, etc.) and depressions should be backfilled. Any new fill placed in sidewalk and pavement areas should be placed as structural fill. All fill placed within the building footprint need only be compacted enough to provide trafficability for construction equipment if the floor slab is pile—supported. This latter fill should be primarily granular in nature, free of organics and deleteri— ous material. Rock and inorganic debris fragments such as asphalt and concrete should be limited to less than 6 inches so as to not interfere with pile installation. Structural Fill: We anticipate only minor quantities of structural fill will be required, primarily limited to raising grades in the new parking areas. All new fill in sidewalk and pavement areas should be placed as compacted structural fill. The fill should be placed in horizontal lifts not exceeding 10 inches in loose thickness and uniformly compacted. Fill placed in sidewalk, pavement areas or in utility trenches within 2 feet of the finished subgrade surface should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM D-1557 test procedure. Fill at depths greater than 2 feet below the finished subgrade should be compacted to at least 90 percent of the same standard. All structural fill should be free of organics and other deleterious material. Rocks and inorganic debris fragments should be limited to less than 5 inches and may be utilized in structural fill at least 1 foot below the subgrade surface. The maximum size of gravel in the top 1 foot of structural fill should not exceed 3 inches. The suitability of material for use as structural fill will depend on the weather at the time of placement, the gradation and moisture content of the soil. As the fines (that portion passing the No. 200 sieve) increases, the soil becomes increasingly sensi • — tive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Generally, soils containing more than about 5 percent fines by weight cannot be properly compacted when the 5 GeoEngineers Incorporated j moisture content is more than a few percent from optimum. If the fill is to be placed during wet weather, we recommend the fines content be limited to less than 5 percent, based on that portion passing the 3/4-inch sieve. We recommend that a representative from our firm observe the placement and compaction of structural fill. An adequate number of in-place density tests should be performed as the fill is being placed to determine if the required compaction is being achieved. Fill Settlement: We understand the finished floor elevations of the new building will be generally higher than the existing building to avoid the past water problems that have occurred. Depending upon the actual• theater configuration and grades, considerable fill may be needed to achieve these grades. The new fill loads will cause consolidation of the compres- sible silts which underlie the site. Unless the fill is placed sufficiently far in advance of pile installation for the settlement to be essentially complete, downdrag forces will be transmitted to the piles. Settlements will vary with the least settlements being experienced in the southeast corner of the building, and the greatest in the northwest. We cannot evaluate the probable pattern of settlements without grading plan informa- tion. We anticipate that settlements of several inches would be experienced in the northwest part of the building if 5 feet or more of fill is placed. In order for settlements to be largely complete so that downdrag loads on piles could be ignored, we estimate that the fill would have to be in place up to 6 to 8 weeks in advance of pile installation. PILE FOUNDATIONS We recommend that the entire structure, including the lower floor slab, be pile-supported. This recommendation should be reevaluated when final design plans are developed since it may be practical to use soil-supported slabs if little or no new fill is to be placed. We recommend the use of either timber piles driven to refusal into the weathered sandstone bedrock or augercast piles drilled and socketed into the sandstone bedrock. Depths to the moderately hard sandstone bedrock surface vary between about 14 and 49 feet below existing grades at our boring locations. Based on previous studies and pile installation in Renton Village, localized variations within the bedrock surface should be expected. 6 GeoEngineers Incorporated We recommend that each column be supported on at least two piles to minimize possible eccentric loading on the piles. No reduction of pile capacity for group action is necessary since the piles will derive their support by end-bearing. Timber Piles: Timber piles are typically economical within this length range; however, the variable depth to bedrock will require conservative estimates of pile length variations across the site. This could result in considerable wastage. Splicing of timber piles is generally not desirable due to the loss of uplift and lateral capacities. Under these circum- stances, a test-driving program to help define the lengths needed would be. prudent prior to ordering production piles. All timber piles should be pressure-treated, conforming to the standard specifications outlined in ASTM D-25. We recommend an allowable design axial load of 30 tons for timber piles with an 8-inch-diameter tip, and 45 tons for a 10-inch-diameter tip. These values are for the total of dead and long-term live loads, including downdrag-induced loads. These capa- cities can be increased by one-third when considering wind or seismic forces. The extent by which the allowable axial capacity for structural loads should be decreased due to downdrag is discussed subsequently. The strength of the pile and other structural considerations may limit the allowable capacities, particularly when combined axial and horizontal loads are imposed. This aspect should be evaluated by the structural engineer. We recommend that the piles be driven with a hammer that has a rated energy of approximately 15,000 foot/pounds. The piles should be driven to refusal into the weathered sandstone bedrock. A minimum spacing of three- pile-butt diameters should be maintained in pile groups. We recommend the tips of the piles be banded or protected by driving shoes to reduce the risk of damage when driving into the bedrock. Assuming the use of a Vulcan 1 hammer with a rated energy of 15,000 foot-pounds, practical refusal for vertical piles is defined as 8 blows and 14 blows for the last 3 inches of set (penetration) for 8-inch and 10-inch-tip-diameter piles , respectively. The practical refusal criteria varies with the hammer size actually used by the contractor and its efficiency. We should be retained to provide revised 7 GeoEngineers Incorporated pile-driving criteria after the hammer is selected by the contractor. We • should also monitor the pile installation to determine if the piles are being driven to refusal in accordance with the plans and specifications. We anticipate settlement of pile-supported elements of the structure will be less than 1/4 inch. This settlement should occur rapidly as loads are applied. Augercast Piles: Augercast piles are constructed by drilling with a continuous-flight, hollow-stem auger to the required penetration and then pumping grout down the auger as it is removed, providing a cast-in-place concrete pile. These piles are relatively efficient at a site which requires variable pile lengths because the length can be easily adjusted. Augercast piles provide support for Two Renton Place. We recommend an allowable design axial load of 40 tons for a 12-inch- diameter augercast pile. This capacity is for the total of the dead, long- term live and any downdrag loads and may be increased by one-third when considering the effects of wind or seismic forces. The structural capacity of the piles should be evaluated by a structural engineer. The appropriate allowance for downdrag loads is discussed subsequently. We recommend that the augercast piles be installed by drilling to practical refusal in the bedrock. They should be installed by a contractor experienced in their placement. We recommend monitoring of pile installation by our firm which will include maintaining a detailed record of the installation procedure, the volume. of grout used for each pile, pressure maintained during grouting, rate of auger withdrawal and any irregularities noted. For pile groups, we recommend that the augercast piles be spaced a • minimum of three diameters center-to-center. The contractor must observe certain operational constraints when installing closely spaced piles to avoid damage to adjacent piles. In order to minimize the risk of damaging a completed pile, we recommend that the following be included in the specifi- cations. 8 GeoEngineers Incorporated 1. Contractor shall be responsible for all methods and construction. sequence to achieve satisfactory installation of the piles and shall replace at no cost to the owner any completed pile that is damaged by his work. 2. Piles should not be installed within a minimum of 10 pile dia— meters (or further as dictated by local ground conditions) of a pile which has been in place less than 12 hours and in which the grout has not obtained a strength of at least 60 psi. We estimate the settlement of foundations supported on 12—inch auger— cast piles designed and installed as recommended will be less than 1/4 inch.. Most of this settlement will occur rapidly as loads are applied. Pile Dowudrag: Downdrag forces develop when surrounding compressible soils settle relative to a pile, thus transmitting load to the pile. If the grades are not changed significantly, little additional settlement will occur and there will be no appreciable downdrag loads on the piles . However, in any areas where several feet of fill is placed, significant settlements are expected. If between 2 and 5 feet of new fill is placed, we recommend that an allowance for downdrag of 4, 5 and 7 tons be made for the 8—inch tip timber, 10—inch tip timber, and 12—inch augercast piles, respectively. The downdrag forces should be added to the nominal design load for the pile to compute the total load acting on the pile. If more than 5 feet of fill will be placed, we should be contacted to evaluate whether or not higher downdrag loads may be imposed. We can provide more specific downdrag loads once the final grading plans are available. Pile Uplift: Uplift pile capacity develops as a result of the side friction between the pile and the adjacent soil. Therefore, the uplift capacity available is a function of the length of the pile, which will be variable at this site, and the soil materials adjacent to the pile. If uplift resistance from the piles is needed, we can evaluate specific allowable capacities during the design phase. LATERAL RESISTANCE Lateral resistance to wind or seismic loading can be developed by passive resistance in the. native soils acting on the upper portions of the piles, pile caps, grade beams or below—grade walls. The allowable lateral 9 GeoEngineers Incorporated loads for 8-inch-tip timber, 10-inch-tip timber and 12-inch augercast piles are 3, 4 and 5 kips, respectively. These lateral capacities assume a center-to-center pile spacing of at least three pile diameters and pile head fixity against rotation. Capacities are based on a maximum pile head deflection of approximately 1/2 inch. Reinforcement cages should extend a minimum depth of 14 feet in augercast piles. Passive pressures on the face of the pile caps, grade beams or other below-grade structural elements bearing against native soils may be computed using an equivalent fluid density of 200 pounds per cubic foot (pcf). Alternatively, a value of 300 pcf may be used if all soil extending out from. the face of the structural element for a distance at least equal to 2-1/2 times the depth of the element below grade consists of structural fill compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D-1557. The equivalent fluid density values presented above both include a factor of safety of about 1.5. FLOOR SLAB SUPPORT We understand the finished floor elevations of the new cinema building will be somewhat higher than the existing building. The new building footprint with eight theaters is expected to require variable amounts of regrading and new fill at the site. This will result in a complex settle- ment pattern across the building footprint. It might be possible to preload the site to reduce the differential settlement to within acceptable limits. This cannot be evaluated until more detailed grading information is avail- able, as noted previously. We anticipate that it may be preferable to support the floor slab on piling rather than accept the risk of differential . settlement between the various floor slab areas and the pile-supported building frame. ENTRIES, SIDEWALKS AND UTILITIES Entries and sidewalks constructed on significant thickness of new fill on the outside of structure will experience long-term settlement. The amount of the settlement will be directly related to the amount of fill. placed and the time delay between filling and construction of the entries and sidewalks. As noted previously, the concrete landings at the top of the steps on the south side of the existing building have settled considerably, 10 GeoEngineers Incorporated resulting in a downward rotation of the outer edge of the landings. Therefore, sidewalks should be free from the building so that one side does not hang up and cause the sidewalk to tilt. Entries designed as a ramp with one end supported on the building and the other on the ground should be considered to avoid the development of- abrupt changes in grade. It may be appropriate to pile-support portions of the new raised entrance to the building. Buried utilities located in areas of significant new fill thicknesses will also experience some settlement. Utility lines that tie to the structure should have flexible connections and be designed to accommodate differential settlement without damage. This consideration should be further evaluated during the design phase. To minimize postconstruction settlements due to fill placement, filling should be accomplished at the onset of construction and the construction of on-grade facilities (e.g., entries, sidewalks, buried utilities and pave- ments) delayed as long as possible. PAVEMENTS We recommend that as much of the existing paving remain in place as possible. At this time, it appears that the principal area of new pavement will be in the western portion of the existing building that will not be incorporated into the footprint of the new building. We cannot evaluate the subgrade soils beneath the building at this time. Therefore, the suggested pavement section below may need to be reevaluated once the building has been demolished and the soils exposed. After stripping and demolition is completed, we recommend the exposed surface be probed or proofrolled with heavy rubber-tired construction equipment. Any soft, loose or otherwise unsuitable areas should be recom- pacted if practical, or removed and replaced with structural fill , if necessary. If the subgrade soils are fine-grained, possess a moisture content above optimum, and have been disturbed, it may be necessary to perform a limited overexcavation and place a geotextile fabric prior to placing structural fill. We recommend that the probing and proofrolling of subgrade areas be observed by a representative of our firm to determine areas needing remedial work and to assess the adequacy of the subgrade 11 GeoEngineers Incorporated conditions. Structural fill as previously described should be placed to subgrade elevation. We recommend that any structural fill placed within 12 inches of the design subgrade elevation consist of clean sand and gravel with less than 5 percent fines. We recommend that the design pavement section in automobile parking areas consist of 2 inches of Class B asphalt concrete and 4 inches of crushed rock base course over at least 9 inches of granular subbase com- pacted to 95 percent, based on ASTM D-1557. In truck traffic areas, the design pavement section should consist of 3 inches of Class B asphalt concrete and 6 inches of crushed rock base course. Asphalt-treated base (ATB) can be substituted for the base course to provide a working surface and staging area during construction.- Areas of ATB that experience severe cracking during construction should be repaired or replaced and the entire surface releveled prior to placing the asphalt surface. RETAINING WALLS We recommend that retaining walls be designed for lateral pressures based on an equivalent fluid density of 35 pcf. This assumes that the walls will not be restrained against rotation when backfill is placed. An allowance of 1 foot of increased wall height for each 100 psf of surcharge (floor load) which may be imposed adjacent to the walls should be made. We recommend the fill be compacted to about 92 percent of maximum dry density with hand-operated compactors within a 5-foot zone behind the walls. Overcompaction should be avoided. If any of the retaining walls are to utilize passive earth pressures to resist seismic or wind forces, the values presented previously in the Lateral Resistance section would be appropriate. DRAINAGE CONSIDERATIONS We understand the lowest finished floor elevation will be at or above the existing pavement grades of Elevation 25. Special subgrade drainage provisions are not necessary under these circumstances. We recommend the roads and parking areas be sloped to drain away from the building such that surface runoff enters catch basins and is routed away from the building through a tightline collection and disposal system. Roof drains should not be connected to any subdrains. They should be connected to a tightline collection and disposal system. 12 GeoEngineers Incorporated USE OF THIS REPORT We have prepared this report for use by M. Sandorffy Company and their engineers and architects in design of a portion of this project. The data and report should be provided to prospective contractors for their bidding - or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The design of the new cinema is in the conceptual stage at this writing. The variable finished floor elevations of the new building and existing site conditions will complicate some of the design considerations such as pile downdrag and uplift loads. As your design develops, we expect . that additional consultation will be necessary to provide for modification or adaptation of our recommendations. We should be retained during the design phase to provide more detailed evaluations of settlement magnitudes and rates for new fills and to assess if preloading and soil support of the floor slab is an acceptable alternative to pile support. These additional services should also include a review of the final design and specifications to see that our recommendations are interpreted and implemented as intended. The scope of our services does not include services related to con— struction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. The subsurface conditions were found to be quite variable across the site. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations , to provide recommendations for design changes should then conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared.. No other conditions, express or implied, should be understood. 13 GeoEngineers Incorporated We appreciate the opportunity to be of, service on this project. Should you have any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, .4,! \k• T U T -2 GeoEngineers, Inc. ".. Z. A� J. Ro•ert Gordon o �I,ti Pro Enginee A�G RE'GI-1�����✓� _FE�� 4-//eSSIONAVtaze J. Tuttle P cipal • JRG:JKT:wd Copyright © 1987 GeoEngineers, Inc., All Rights Reserved 14 GeoEngineers Incorporated • i Hf \ ll. f Existing Evergreen Building N 1 I • f _ _ 0 50 100 I SCALE IN FEET ," [ I ;To -1 B-34` -1 i 1 r� i [ KEY: � B—t' - BORING LOCATION AND NUMBER If f= Existing Cinema Building I *3-2 _ I B_4 L 1 [ . 1 PROPOSED CINEMA BUILDING 1I 1{ I[ REFER ENCE: DRAWING ENTITLED "SITE PLAN CALLISON PARTNERSHIP, - SCHEMATIC ...i� DATED (_Z �� 8-FLEX CINEMA", BY4GeoBig `gs, ineers J ,� Incorporated FIGURE 1 ti • APPENDIX • • 1 GeoEngineers Incorporated APPEND I X FIELD EXPLORATIONS AND LABORATORY TESTING The subsurface conditions at the project site were explored by drilling four test borings at the locations shown in Figure 1. Exploration locations are in the asphalt drive areas and were measured by taping from existing site features. The borings were drilled on July 3, 6, and 7, 1987 to depths ranging from 14-1/2 to 49 feet below existing grade. These borings were advanced using a truck-mounted, continuous-flight, hollow-stem auger drill. Repre- sentative samples were obtained of each soil type encountered. These samples were obtained using a 3-inch outside-diameter split barrel sampler. The split-barrel sampler was driven into the soil using a 300-pound hammer free-falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The borings were continuously monitored by a representative of our firm. Soils were classified in general accordance with the classification system described in Figure A-2. The logs of the borings are presented in Figures A-3 through A-7. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change may actually be gradual. If the change occurred between samples, it was interpreted. Observations of ground water conditions were made as the explorations F. were performed. In addition, standpipe piezometers were installed in all borings to monitor ground water levels following drilling. The ground water levels were measured on July 13, 1987 and are presented in the text and on the boring logs. All soil samples were brought to our laboratory for further examina- tion. Selected samples were tested to determine their moisture content and dry density. The results of the moisture content and dry density tests are presented on the boring logs. A - 1 • GeoEngineers Incorporated • I. SOIL CLASSIFICATION SYSTEM • MAJOR DIVISIONS GROUP GROUP NAME SYMBOL WELL-GRADED GRAVEL,FINE TO GRAVEL CLEAN GRAVEL GW COARSE COARSE GRAVEL GRAINED OP POORLY-GRADED GRAVEL SOILS MORE THAN 60% GRAVEL GM SILTY GRAVEL OF COARSE FRACTION WITH FINES I RETAINED JI MORE THAN 60% ON NO" 4 SIEVE GC CLAYEY GRAVEL RETAINED ON WELL-GRADED SAND, FINE TO NO. 200 SIEVE SAND CLEAN SAND SW COARSE SAND ' I SP POORLY-GRADED SAND MORE THAN 60% SAND SM SILTY SAND 1 OF COARSE FRACTION WITH FINES PASSES NO.4 SIEVE SC CLAYEY SAND SILT AND CLAY ML SILT FINE INORGANIC GRAINED CL CLAY SOILS LIQUID LIMIT LESS THAN 60 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY. ELASTIC SILT MORE THAN 60% INORGANIC - PASSES NO. 200 SIEVE CH CLAY OF HIGH PLASTICITY, FAT CLAY 1 LIOUIO LIMIT 60 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1 1. Field classification Is based on 1 Dry - Absence of moisture, dusty, dry visual examination of soil In general to the touch accordance with ASTM D2488-83. 2. Soil classlfIcation using laboratory Moist - Damp, but no visible water tests is based on ASTM D2487-83. Wet - Visible free water or saturated, 3. Descriptions of soil density or usually soil Is obtained from consistency are based on below water table Interpretation of blowcount data, visual ap pearance of soils, and/or test data. L - b 1 In W ��� GeoEnglneers SOIL CLASSIFICATION SYSTEM ,� Incorporated \� FIGURE A-1 LABORATORY TESTS: SOIL GRAPH: AL Atterberg limits SM Soil Group Symbol CP Compaction (See Note 1) CS Consolidation DS Direct shear Distinct contact between GS Grain-size analysis Soil Strata HA Hydrometer analysis K Permeability Gradual Change between M Moisture content Soil Strata MD Moisture and density SP Swelling pressure Water Level TX Triaxial compression UC Unconfined compression Bottom of Boring CA Chemical Analysis BLOW-COUNT/SAMPLE DATA: Blows required to drive Dames & 22 II Location of relatively Moore sampler 12 inches or undisturbed sample other indicated distances using 300 pound hammer falling 30 12 ® Location of disturbed sample inches. "P" indicates sampler pushed with P 0 Location of sampling attempt weight of hammer or hydraulics with no recovery of drill rig. io 0 Location of sample attempt using Standard Penetration Test procedures 40 ❑ Location of relatively undisturbed sample using 140 pound hammer falling 30 inches. NOTES: i . 1. Soil classification system is summarized in Figure A-1.. 2. The reader must refer to the discussion in the report text as well as the exploration logs for a proper understanding of subsurface conditions. b. 1 - � GeoEnglneers KEY TO BORING LOG SYMBOLS Incorporated FIGURE A-2 I TEST DATA BORING NO. 1 : 1 ;c T o o m o 17 o ,_m o o a. Group DESCRIPTION _11- MO ❑❑ mU co Symbol Surface Elevation: Asphalt Drive 0 - - SP BROWN FINE SAND WITH A TRACE OF SILT AND GRAVEL (FILL) _ 1 - _ MD 7 122 7 ■ SM GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL 5-" AND OCCASIONAL WOOD FRAGMENTS (LOOSE, MOIST - / TO WET) .—i SM BROWN S I L T�, FINE SAND WITH TRACE OF GRAVEL 8 ■ SP GRAY FINE SAND (LOOSE, MOIST) - - 10 - ML GRAY SILT WITH OCCASIONAL ORGANICS (STIFF, MOIST) OL BROWN ORGANIC SILT WITH OCCASIONAL SAND LENSES - (SOFT, WET) - } - MD 41 78 2 ■ - 15— ML GRAY SILT WITH A TRACE OF SAND (STIFF, MOIST w - TO WET) w - u_ - 12 • - -20 SP GRAY FINE TO MEDIUM SAND (LOOSE TO MEDIUM DENSE— .) F- _ MOIST TO WET) a w - 0 - 1- - MD 24 102 11 ■ 25-- - - 12 ■ - 30-- SP INTERLAYERED BROWN AND GRAY FINE SAND, SILTY 'I SM FINE SAND AND FINE SANDY SILT (LOOSE TO 35— 14 • ML MEDIUM DENSE, SOFT TO STIFF, WET) - 4 ■ 40— - i Note: See Figure A-2 for Explanation of Symbols ��% GeoEngineers LOG OF BORING Incorporated i \� FIGURE A-3 1 ' / TEST DATA BORING NO. 1 • m- ,, m (Continued) . - m To I C a m o o m o o . Group DESCRIPTION _jF- 20 oo mo m Symbol 40 - SP GRAY AND BROWN FINE SAND WITH A TRACE OF SILT - - AND WEATHERED SANDSTONE FRAGMENTS (MEDIUM DENSE, WET) - - MD 20 114 23 ■ 45— f _ — GRAY SANDSTONE (MODERATELY HARD) _ 50- E i 4" BORING COMPLETED AT 49.0 FEET ON 7/3/87 - 50— PIEZOMETER INSTALLED TO 49.0 FEET ON 7/3/87 -" . DEPTH TO WATER MEASURED AT 11.0 FEET ON - i - 7/14/87 - I 55— • 'v 0 I- -.1 w - -7 w - u. - 60— - 2 — F- - a w - �� r o - ` 65-- — _ - t. _ • . 70— — I 75— - BO-4 Note: See Figure A-2 for Explanation of Symbols �'�� GeOEn LOG OF BORING 9lneers Incorporated 1 �� FIGURE A-4 TEST DATA BORING NO. 2 m o o m o'o m Group DESCRIPTION .31 Mo CO coo co Symbol Surface Elevation: Asphalt Drive I 0 SP BROWN AND GRAY FINE TO MEDIUM SAND WITH A TRACE OF SILT AND GRAVEL (LOOSE, MOIST) - - 10 0 r 5-- 1 ML GRAY SILT WITH OCCASIONAL ORGANICS (SOFT TO - MEDIUM STIFF, WET) - MD 48 72 4 e - 10— OL BROWN ORGANIC SILT (SOFT TOMEDIUM STIFF, WET) — _ ML MOTTLED GRAY AND BROWN FINE SANDY SILT TO SILTY SM 'FINE SAND WITH A TRACE OF GRAVEL AND COBBLES - (SOFT TO LOOSE, WET) - 17 Q - 1 15-- 1 - SP BROWN FINE - I E SAND WITH A TRACE OF SILT (LOOSE, I I-- - WET) w U - w - 9 z 20—� - :11 I--) I-- - w ML BROWN SILT AND FINE SANDY SILT, LAMINATED, - WITH OCCASIONAL LAYERS OF SILTY FINE SAND 1 _ (MEDIUM STIFF, WET) MD 32 87 5 ■ - n 25— - - - SP- BROWN FINE TO MEDIUM SAND WITH SILT, GRAVEL - SM AND HIGHLY OXYDIZED SANDSTONE FRAGMENTS (MEDIUM DENSE, WET) - MD 15 119 29 ■ _ . 30— — 1• 1 - 50- ORANGE TO GRAY SANDSTONE (WEATHERED, MODERATELY 3" HARD) - - BORING COMPLETED AT 32.0 FEET ON 7/6/87 - PIEZOMETER INSTALLED TO 32.0 FEET ON 7/6/87 - 35^ • DEPTH TO WATER MEASURED AT 8.5 FEET ON 7/14/87 -40— Note: See Figure A-2 for Explanation of Symbols I — I,.. \�ail GeoEnglneers LOG OF BORING moo Incorporated FIGURE A-5 TEST DATA BORING NO. 3 : I m.. 7 ` Z. m 0. m ' C a .o`D o c m o c E Group DESCRlPT10N .wig MO 00 mO m Symbol Surface Elevation: Asphalt Drive 1 0 SP BROWN AND GRAY FINE TO MEDIUM SAND WITH A TRACE - ,OF GRAVEL AND SILT (MEDIUM DENSE, MOIST) - [(FILL?) - MD 13 110 12 ■ - 5— � - MD 154 33 4 ■ OL BROWN ORGANIC SILT WITH WOOD FRAGMENTS (SOFT, - 10— WET TO MOIST) -. - .. I., - ML MOTTLED GRAYISH-BROWN SILT AND FINE SANDY SILT - (MEDIUM STIFF, MOIST TO WET) - 10 ■ SP P GRAY AND BROWN FINE SAND WITH A TRACE OF SILT - 15— (LOOSE TO MEDIUM DENSE, MOSIT TO WET) I- w - w w - MD 29 93 6 ■ ML BROWN FINE SANDY SILT (MEDIUM STIFF, WET) . 220-- _ a - w - 9 ■ 25— SP- ORANGE AND LIGHT GRAY FINE TO MEDIUM SAND WITH '� SM SILT (LOOSE TO MEDIUM DENSE, WET) I 1 - - - MD 19 106 21 ■ I - 30— — 50-3° ■ MOTTLED GRAYISH-ORANGE SANDSTONE (WEATHERED, - - • MODERATELY HARD) - BORING COMPLETED AT 32.5 FEET ON 7/7/87 - 35— PIEZOMETER INSTALLED TO 32.5 FEET DEPTH TO WATER MEASURED AT 8. 5 FEET ON 7/14/87 _ 40 - Note: See Figure A-2 for Explanation of Symbols I �aail��� , GeoEnglneers LOG OF BORING � Incorporated \� FIGURE A-6 1 BORING NO. 4 TEST DATA >. m C CO TO. m m C -m o o >c o o Group DESCRIPTION -rt- 20 nn mo m Symbol Surface Elevation: Asphalt Drive 0 SP BROWN FINE SAND WITH A TRACE OF SILT AND GRAVEL_ (FILL) SM MOTTLED GRAY, BLUISH-GRAY AND BROWN SILTY FINE - _ MD 24 105 3 ' ML SAND AND SANDY SILT WITH A TRACE OF ORGANICS (SOFT TO VERY LOOSE, WET)5-- SP- ORANGE-BROWN FINE TO MEDIUM SAND WITH SILT SM (LOOSE, WET)- MD 26 97 8 ii _ 10-- 50- �. 3" MI - j - ORANGE TO GRAY SANDSTONE (WEATHERED, MODERATELY 15— 50- r- # HARD) BORING COMPLETED AT 14.5 FEET ON 7/7/87 } _ PIEZOMETER INSTALLED TO 14. 5 FEET r w _ DEPTH TO WATER MEASURED AT 5.5 FEET ON - w 7/14/87 - u_ - -20— = a w o - 25-- • r- 30— 35— - 40— Note: See Figure A-2 for Explanation of Symbols GeoEngineers LOG OF BORING Incorporated J. FIGURE A-7 ATTACHMENT . #.16 • RENTON VILLAGE CINEMA EXPANSION SITE ACOUSTICS SURVEY Per the preliminary meeting with the City of Renton, this supplemental information has been provided for consideration. The subject of concern is the traffic noise level differences between the existing open, public space on the subject site and the new proposed location for these types of opportunities and uses. As the study indicates the levels at the two sites ranges from 61 to 66 db. As a reference for comparison, the typical db level inside the average automobile at highway speeds ranges from 70 to 801 db. While the traffic noise level can be identified as perceivably higher in the proposed location, this factor alone would not seem to overrule the advantages of this area. Two factors contributed heavily to selection of this location: The existence of much older growth shade trees, shrubbery, and lawns both immediate and within a short distance to be included and expanded upon physically and perceptibly; The absence of considerable site traffic flow both around the area and separating it from the principal user. Both these factors provide significant opportunities to develop a space that would be more amenable, user-friendly, and accessible. Although the traffic noise level is not ideal in either location discussed, the current location of several of the major City Parks with similar adjacencies to 1-405 suggest that traffic noise is not the major consideration in public outdoor space location. The traffic noise generated by 1-405 is an unfortunate fact to be accepted within the City of Renton. i The proposal contends that the physical, spacial qualities are much morel significant factors to consider for this type of use. CITY ov D be/st 1 15 2 ' � BU(!D(NGG/�pt1d1►VC 1�5D�PT. Towne,Richards & Chaudiere, Inc. Consultants in Sound and Vibration November 6, 1987 Mr. Brian Cloepfil The Callison Partnership 1423 Third Avenue, Suite 300 Seattle, Washington 98101 Re: Renton Village Cinema Dear Mr. Cloepfil : The following is a report of the noise monitoring conducted in existing and proposed park locations near the Renton Village Cinema Center on November 3, 1987. Exterior sound levels were measured continuously over three 15 minute periods at two locations. A Digital Acoustics 607P noise monitor and a Larson-Davis 800E noise monitor used to make the measurement. One monitor was located in the center of the small circle of benches in the existing park. The second monitor was located on the edge of the sidewalk bordering the south parking lot between the ,Renton Cinema Building and the Evergreen Building, such that there were no direct reflections off of either of the buildings. These locations are approximately the same as those shown on the Renton Village Cinema site plan dated October 22, 1987. The results of the three measurements are shown below. The sound levels are given in A-Weighted decibels dB(A) . EQUIVALENT SOUND LEVELS (LEQ) START TIME EXISTING PARK PROPOSED PARK DIFFERENCE 1:50 p.m. 60dB(A) 66dB(A) 6dB 2:05 p.m. 61dB(A) 66dB(A) 5dB 2:20 p.m. 63dB(A) 66dB(A) 3dB 105 NE 56th Street Seattle.Washington 98105 206/523-3350 Mr. Brian Cloepfil November 6, 1987 Page Two An increase in activity in the parking lot adjacent to the existing site resulted in an increase in the noise level during the third measurement. The noise difference of 5 to 6 decibels between the two sites is considered significant. The proposed site is approximately 260 feet closer to the major noise source, Interstate 405 and does not have the shielding provided by the Renton Cinema Building and the Evergreen Building. Please call if may be of further service. Sincerely, TOWNE, RICHARDS & CHAUDIERE, INC. a(4.,a'n01-41-• aZeAr— Alexander I. Veress AI V/jb Towne, Richards & Chaudiere, Inc. Consultants in Sound and Vibration VC-I OW �$ f® CITY F RENTON BUILDING & ZONING DEPARTMENT Earl Clymer, Mayor Ronald G. Nelson, Director June 27, 1988 Brian Cloepfil The Callision Partnership, Ltd. 142 Third Avenue, #300 Seattle, WA 98101 RE: PUBLIC HEARING RENTON VILLAGE CINEMA FILE NOS: ECF-090-87; SA-103-87 LOCATION: RENTON VILLAGE COMPLEX AT 25 S. GRADY WAY Dear Mr. Cloepfil: A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for Tuesday, July 5, 1988. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Since • Donald K. Erickson, AICP Zoning Administrator DKE:db:sr pc: Renton Village Associates • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540