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LUA02-038
PARTIES OF RECORD WALGREEN'S ON SUNSET LUA-02-038,ECF Cho and Lee Investment, Inc. Greater Hilands Ltd. Partnership Allen Kann 20325 NE 15th Place Associates Baldridge Development, Sammamish, WA 98074 C/o Morris Piha, General Partner Inc. (owner) 14100 SE 36th St. 11906 Manchester Rd., Bellevue, WA 98006 Suite#209 St. Louis, Missouri 63131 Mr. John Hallstrom Shirley Milken Sconzo Hallstrom Architects 1020 North 28th Place 919— 124th Ave. NE, Suite 101 Renton, WA 98056 Bellevue, WA 98005 PARTIES OF RECORD WALGREEN'S ON SUNSET LUA-02-038,ECF Cho and Lee Investment, Inc. Greater Hilands Ltd. Partnership Allen Kann 20325 NE 15th Place Associates Baldridge Development, Sammamish, WA 98074 C/o Morris Piha, General Partner Inc. (owner) 14100 SE 36th St. 11906 Manchester Rd., Bellevue, WA 98006 Suite#209 St. Louis, Missouri 63131 John Hallstrom rp ; 12 Sconzo Hallstrom Architects 919— 124th Ave. NE, Suite 101 Bellevue, WA 98005 „ © CITY OF RENTON 0we 0 < AT 4• •� ... ` ` 4•+i Planning/Building/Public Works 1055 South GradyWay - Renton Washington 98055 W; APR T i'0 2ell= 3, 2 2 g ac PB I. `� 7211760 ADDRESS SERVICE REQUESTED U.S. POSTAGE s ilit ®E 722780 0285 iv r€0,05S Tosco Corporation 72 Cummings Point Rd Stamford, CT 06902 NIXIE 2131 1 10 04/18/02 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD C OH--”PAA :• IitlttlttltlittltliitlIIIIH lLiMf!t n i ltitti L II I!t c r__-W+_._ IC �_.wiaez ` uxl�.n �11>w 4F s __f- "9 a ar _ ,i -r— --■ T No MS W.0 a w / ,s,e�7 x.") ✓ �'_ ,/► iP' r'' i �` i j{�-� �i,�:..tu„ • _ 4 AanE 4- sLOK c' Orf U),- xu° I :%x� e•s> e C - -- - --s--- �_ "1"nw T "e f �, AM Yllir a N" �L''" � Cl c 'r ,; _ �I�E 1,2TH-ST 2EET VI �^� rw 11,, Lai 94 _-1 O. v-.'1. 1-„/ • s e _ u— ��r a .� .w I 1 �` _ - 7S I ° . e, Z� .,.,..0 /� + e O „n sly .-- Biel �- \ .'�-- A,. „u aF , 0 1.1.1 ILL • • , if g < 4 1 � , �.a ibn`w« 111 j -, , -.,,„ , i . ,17 I i :::'i ::;:i,,:',;„ 1~r,<W / .ifa'/ / A•' ems'. *FR; :1) CE1�.w 21 \ I '\ ';1 i; ,,..� �I r .,x,?nc 'O: //< <,_/;,.?„, ippppp f I'd ICI\ �, i. // / IvI c �' ppppp/D/z�j i� i� I r 1 ,• 131` '\ ,00, IN ' ' n;.»� .�• 1 1, ��wz2; v a • / i // II. i iEas / f'Y \ ... :.. kIs �/ / / / ' • ° IIIIiII11IIII� , ' • I' IIE 1 wZA/ ,., V/ � a v s€ / / `/ °^, C9rt i' 01,41 RR a � I ,P, so Q: % , FF369.50 .,a,-� \/ 1 /4 • \\ :ST s / , can jT ,iP' ' I` i'/m , / , TE�.1u9 6 l '''w w /`y3 a/nRt• 8"' ' ,T 9 i ` j 9.9L AVPASS / - V ._I"1e -. xn.a,e, I• ,d., I < I• ff��6 ., ) ! ' ,,St e/Y'4:1 /^'( ` 0 \ / 0 ,,.e.•,a. <� / / eEa- /,.. NI 1 1 i I I // j , ---•.,.....z._ / / „J((.Y Mi k. \\)� O r/,t / \ PVC l6LF O 1 WS xa I •.( z g / <•xx,e(6-51V) yh,,./ [-,elY `-_ 1 111IIMIIIIRSIIIIIIMOMp �,F! ` 0 / y `\r+u i ► _ \ .� K-3668.. . ' ie J 't •1xe.w\ 1 ✓ *• •" I -PL �', „,m. AL F``�* as H,)� eoft„ Tom„,�Tf " , '. .1'' /� , • `SEAL HORIZONTAL DATUM: ��,/�+ , - I 1 / / F•�'r /989 ff REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO.2. /sue d. _ -- _�•,�_ 'o"` �'�ey " CHECKED FOR COMPLIANCE a i = e o. ,e .,, 1 ' _-'* TO CITY STANDARDS VERTICAL DATUM: ,i Y ,..._,n., ""^ e,w•.. 97084-02 BASED ON CITY OF RENTON DATUM. F ( rA _Dole__ CITY BENCHMARK NO.1843•FOUND 1/8-BRASS PIN IN A 4'94'CONCRETE POST /" / /�<' � I' BUSH, ROED & HITCHINGS, INC. Dale__ MONUMENT IN CASE.DOWN 1.1'AT INTERSECTION OF N.E 12TH ST.AND MONROE ' "O" In•i OIL PIONEERS A LAND SURVEYORS _ Dot _ 8 AVE.N.E. ELEVATION>•425.15 I ( ns 1 @ sew + 'm _ -rC,,.,,..,'• SIAN W. e __ -. a r f"i 1,3630 fon�",nN'rs-ss''W"il,s74,,,' Wr G-' 'e t G 'M° 1 4:^'' o—''rr ; +5* r -�-��--�'' -^ fL „I- _Iti_>. s/ M 't 1 • onion.'•°rtirli .i •cj.— s r II' I? �, i W°r I -,.,. /,/ f,.M yePE }"_ .al"si�sEl " +•_ r_ Doer,su mrc r' ' ' 0�' I �` . e y :'t 1 GRADING LEGEND N I- Ti .,,,,„,.. .� r ,x,r. Al - - -_i__ f ,i 'F6 {» ExnlRlc',Of max I, ;,_ ,� _ Ar� o - NE 12TH STREET 'Yw K 1 .1 ' ExisTWc CONTOUR W Fr 1 1 ' Y. �'—to- $•S - .c yt _ r+vel _ c 4 •^. Y �' L PROPOYo SPOT GRADE <CL'.- '� `I ''"'"-Y 1r./i/ • 1O5 " , -`_�r L4 •',ZY -1-•'3' Te�x�•�.r+r.� w I PleavosLo CONTOUR �9� • • 2 in `1S, I 0, / A,//, ,d/' n«.A, ,i 1 �. y �" .„.,.. -T- J�`\.e - 1 IA w Av.,a 1 PAVIr.NI <�9 .u,c vw.u," I r ,.T '' %`" /J 1 E�,,,o / \ a �\ V!y`I , M VI U,fN PI TT PAN NI NI ._ _. T.,w,y_� ,. • i' en. 64 . I . 1 .• `AMA NS Am loF 111 VATION TE• . �VI Y / l+ f J� ✓ / / jv +A \\\ \I• • \�k„-- -1 • l PPE INVFRI ELEVATION IE• U' w a_d lG ier s'+s'+ / �� . ,'+ \ • x �i� .I. PROPOSED WALL • e • , J �;.,�/'� #. Polo ®_ fr `*� h°.� I I " "a sy ,, ••-/ / ' � i11 - P: t 1-11..H / 4` `• • av.e t o I , ' - '' y r. FF=369.50 ----.Ye r --;'—1 .n.a W.r E % , �' k .f T I 4 „r �\. •s a J J' ' � { 4 I . � r a A IVJ 0/9 � Th / # A/ 1 Y l, • •• , 'P 01 ' I CI `a ' 1..• In, Z �/ "4 ` I I.y TO1 d` je sma . It/ .: : e 7a a -. 1 'i ^i' + M ' y I ,,r NA t 1 1' , . II r ....... , , ,,,,,,„,.... ‘ss ,,... .T,,---. . / ' I.9 i ee , I` a ,* 4 ✓ +' .Z I' .Q A ,«„A.•NN'W. ,?.. / ,, ,per •>a``r�\ , q�� , �1 ,t 4',,f�via" 1.e.--,n-am l I 1,' fi� . jrirr .--- .t,-.- f • 41 w "s�`�N( .,.WMI Y �„ I 'I `�•. ; SEAL d HORIZONTAL DATUM: +.. / A..y. •�� •` - :'.) ;I ' — REFER TO THE CORRECTED PLAT Of RENTON HIGHLANDS NO.2. / /.>r- f ',I '- - D..,L o�T'' %Nero.' CHECKED FOR COMPLIANCE VERTICAL DATUM: y v'" ,- e,._...,. .•....., t'"e 1 TO CITY STANDARDS BASED ON CITY OF RENTON DATUM. • '". I ""A"' I 97084-OZ OTY BENCHMARK NO.1843-FOUND 1/e'BRASS PIE 8/A 1'x4'CONCRETE POST / h " 1 BUSH. ROED & HITCHING% INC. - De1. MONUMENT IN CASE,DOWN 1.1'AT INTERSECTION OF N.E.121H ST.AND MONROE / ` ""' I. ___- r AVE.N.E. ELEVATION 425.15 • / '• i'O ENGINEERS A LAND SURVEYORS - Dol. m BRH d.-L,,, ' -N.."'.S°a " ,IU,.,., axx .", EWr KT T. » rx t ,1\ \C7 Co 1 -1 7 ! 4 I-,.).) . 'a - Tm/ o->e1°sN-sE1 «../ . ) ---..-.-...4, ,xr.s'E'—JC ,-- ,aVel L ,,. -�; ____LAxt s.nz__ / { _YI ADDITIONAL<RO9ON CONTR.,NnEi; / , <, / tA�j./ - r� -. ._ -T *-( I -{^ �i - / A 1.YANA TRANSPORT OF SOILS SHALL BE MINIMIZED DURING Ox lylvr y_ t: M.Y7) f E• _ I :ail_ zoau.)Dy. Y I CONSTRUCTION.IF CAUSING A HAZARD TO DRIVERS. r •I / // METHODS OUTLINED IN THE 1990 KING COUNTY SURFACE O In r �.� ' } yI.h.., '- -"ram--_ -�- _ _ _ , J J I! WATER MANUAL SNAIL DE APPLIED(SEC.54.)). z M 4•A `- / r2.IF CONSTRUCTION IS CONDUCTED DURING THE WEi �' ,� "p "' `i �{11i _ Y� N€12 TH STREET -----1'-'''''' _ SEASCN.ADDITIONAL REWIREMENTS EAIST FOR EXPOSED 7 ,.�-4G ( .. - �I -ter JZ •^ x' SOLI SPECIAL PROVISIONS ARE FOUND IN THE 1990 KING V<.. to-�-� \ - N �'-P _ - •— Y\x Ir = ( \, •_ .r✓•• 5 IS A. COUNTY SURFACE WATER MANUAL(SEC.5.4.8). 7 w teaHs \'PIN `yF__.- / /� //>. '• • J - 'i - F -e>- 1( _ \ C °?IN W r,/ 6 m.11 w)a %-_/' i.'''' r » `. t I t' 111 .I. - 1 I / / _ �/ r�T1 I✓ V GStlSIRUCTION SfnENff IY 0 Z \I rY I( / CF,...4 J Y r yl°I Ir `� k r SCHEDUTLE LTOR SHALL AND A/END THETACT THE CITY Of PRECONSTRUCDOHN MEETING.Dw(, N- 510 ! ^// ' rn k (�/1I } 1 NOTIFY THE ENGINEER OF THE LOCATION AND TIME. CC Q U // � ,',/, : ... • ! �b / ..�y�A /// (' �} /� - I I I•,41 �• j I Z.INSTALL CB PROTECTION AND OTHER TES.P. El? / nLTSIA• dlOI / I/,1 /! e' 11 I / \ 1 _ J{ 1 MEASURES AS INDICATED ON THE EROSION CONTROL • �INTETS•u�rrX( 3 PLAN.ALL TEMPORARY AND PERMANENT EROSION 110 / K uyEs1 xRII'S O /.// /-,^/ / •�/ /!! ^^�YV « �/ /r/ ^ I � CONTROL MEASURES SHALL BE MAINTAINED AND 2 • • • , / 7 ( / / 1 ( I % \21. .± REPAIRED AS NEEDED TO ASSURE CONTINUED _ \ <,1�( / • S< / /'^ ( �I} A " Y PERFORMANCE.THESE MEASURES SHALL BE REPAIRED TO O •�• / / 'vi I THEIR ORIGINALLY INSTALLED CONDITION. \ I ! / 1 I J , II II I I I ,,I / ,[/ • • % ,,4 T, N ,Ij . !. 1 J.DEMOIISH ABANDONED ON-SUE BUILDINGS AND a ` 'a -a / /o �� ° ,��/•I/ %! / '� ,AVI TEA, �,y / ... „R T II r44 1 / I 1$I ASSOCIATED PAVEMENT PARKING AREAS. Qz �v Y / / UCTI I/ // / �n ®tea % // .t I I, 1 �.iai i / r- i {r I >_B tee.s I W I ^I+ •, DEMOLITIONSTING ON-SITE UTILITIES MARKED AT PROPERTY UNE AND RESCUE. E0.I Y L i "l, / - •/•: S /';441 / 'I !i X I A-awr'Y-r_- --- - - I ; 1 I I.� 5 BEGIN SITE LAMING. Z aW% /., /�/ // +x xl 4 // /,' / , , / ,„ ,+g-, :°' #"' h.. -a .. II 1 8.INSTALL NEW UT/TIDES TES AND STORM DRAINAGE SYSTEM. J. U x Gj`V ''' ' / /i' \ / / , / r /^� ./ ^ •A` 'r r� ...r. ;.� 1. a 1, B.CONSTRUCT NEW BUILDING. 0. cTr i / /// M i! FF•••••4444•••4••••••••• 4,\ I/ '1-� /� • 1 V Tyll w,r \ ' 9.FINK GRADE AND PAVE SITE. • , : w 11 f •y' / /•/ ,t ••••• q. ��q� t b` / //r�� ..'' ; y • ,1 Z ENTIRREEMvrz IS ST u EZ D.ALL TTEMPOIARYEEROSICN //7r i..\ �{ T I 1 r,1 I.I It•F. lyF L �' .4-A w FINKRSE S/A&LOL EIAIION OR AFTER THES SHALL BE RELIOYEDY DAYS AFTER / ! IV >`'\\ ///.(III,4✓ ,/ IOW r/phx+1 L •{{�-_-1 , 1 oINTO CORK,/ LONGER NEEDED.TRAPPED SEDIMENT SHALL BE REMOKD 1 / 'YI1 r`''4I �{ NI �,jl'!"If):•:fill i111 ,1.`:l):) I•:.r/ H Ij '1 oRnBEC$1ZEOON-SITE.DISTURBED AREASRESULiMG // mI4`s[ 4 /! XI1 r/ 1 T�u r,Fa \ I • �1 rROA SEgMEHT REMOVAL SHALL BE vERMANENRY t� 17. ( /, tS \ i, 11,./ / 1 y STABILIZED. t , 1T Y�fNr)'1 � � ,//;III✓ II 11 11 •wAx, t T !/ `l \� ,�NY r r I I r rrw�u uu.rr. .AG'F I' :•1 Y 1 I. Ia.FINK INSPECTION. // It /Wce a-9 ,z'' • !•) i /, "mx xr Jr J "W 1p w fq �// zr> fii L'°caea' • �n� ./ /// -� ________ Ilrx ' It 'l;, A/ 4' / 1 ( 8 �/, / / J/ ,a\ // - 4 Y-LS� �S -__{ .,• e / EROSION CIXiTROL LE(rND 91 / l /TI ,'/ / W4 I \ /�-tM'tr ,' C J / -R..--'),I I A RN q. • F ow= Q ERI TNG CONTOUR ^+ill' / d -T /L•( '' • gIII 1. ! �y r �/ 1/ I /SSW /F.1 Yi I 1 • •..^,: FINISH CONTOUR —J+'B— V /// f T. �// ! !^� / 6S°�S} (_r J cmo-.N•1S.e / /� -. emu.' rL .1'/ :: I (TOP OF ASPHALT) 3I. rr / / /� �y. i I /� *AI P/,�-,{,st{�A�',4)a , r • ,� I1 I' N 1 I Q iursIRUL THAN •/ / 1 �•/! 1 I„ .\'. �`Y� his '�V ///r /( lHh, x A �' O WEER FABRIC FENCE-Y—F / / q <,o er z•5, / I ---- Hill / >,.' / / \C \RM( OTC•r / / 1/J l , Oy I.Ft� .- X; I. O ROW LINE _ I //T \ �\\R1}\\ ,V �•} • -Y•).M ! /I a'.,Y /y:qk) Yr/ll ,1 I, RAC PROTECTION 0 / 11I7I \ )V Si• )14/ I 4qc Blq/yk1 I 1 / 1 U \! \ •` dqq`v,`$ °Oo. 1./ —� Y_ ,,/// • .Ty.l�4 1r. 1 E k A1r1.48.✓Wx x.«w v[' �./ h z��4 '• L'/�\� ~'�a _ .. I� • a NO / `\,E •\T R(21r I ,('. •-'F;114.I e.WIS'' 1 / aFQ. I.rr i.'.71• .I - 'LtYt L-IYPIIR�� I ` +,$), 4h ;� /-jam �- _/ ��- [�I V / y I r, ,,EN 4 aN,r� VIIn `i .' w,.,9,,,}_ �; --✓_.- - -_:�F c 1 ., .I .`'.. i 1 SEAL A R w __' - u - _ .� T9a9 d' 1?I / NICE t1' v-1' OarNO. HORIZONTAL DATUM: /e >r >' REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO.2. { GO. •'^ror.r;x 3' CHECKED FOR COMPLIANCE -..•f U o ,..n ,1 /Y.,� 1 1 •Ahr J TO CITY STANDARDS VERTICAL DATUM: / �w+rA,W-�' 97084-02 BASED ON CITY OF RENTON DATUM. 7 / / ,(i�/I' �•m. na. „I. vj BUSH. ROED HITCHIHCF$ INC. Dale CITY BENCHMARK NO.1843 FOUND 1/B•BRASS PIN IN A IAA!•CONCRETE POST / . `x•r 1 II MONUMENT IN CASE.DOWN 1.1'AT INTERSECTION OF N.E.12TH ST.AND MONROE I CIVIL ENGINEERS!LAND SUILVFYORS _.DON. AVE.N.E. ELEVATION..425.15 wr (�nstx. ..., _ 1 . BRH woq-F.AA.OS I x.4a'•.L'ix16nrwrc'aa s a o-" x C, / aD DJ anas•rx 4- `"` -__ 4.6 � •EL' r,o x uiiwc rt I r 30r . / I -- - r rx -- 11 0 ..r .X' l � ` , N ?' ir. ; ' / I r °7LA. d — T .,: .; . Ind �,... .a .m "° Ma. -, ..LNE 12TH STREET ',.-- - • .. • I a tt _ — % : � '‘'''',7*---i `• w Zc^ ,a -__ >-."..rE _a 55 - -'• N•U rc Nr fr,a "d/v y/,:lD E 6 X1TMfINT •>]�•, ,IT I .. u uN u Q 1 0 • aavl ,'tag A: . 71111:., .:::‘,:. 'il' ii.,.".„::. ,..rs:110:.11, A / / ., ,411 O E 4/� 0/c^ u/q�(t ',`a. i i 6 1 ! r qq� r r I '},F vY / ' n:a 1 / VA a O (,w/-'"V _. ^'l , 1 . �omA I{ U P'+ T� �/)� y,� / .�% ��:_ar 8 �/ :I l ,)`- -.�- III 1� . ��� s°.E 1 /„/ �_v ; / �/j//'�^I ...„ 1 • a 1 4 ' , f „ ' Li., 11 if // /'• / " ' ' 'P ' (C .;' i I 1 ' z ` ',' FF=369.50 — --;;i:� Liao , o,,.•ff Y,,* 40, ' 4 \ — , ,,,�; �� • Naa \ IY J 1 7,• • W 9 - rl i�a �. p ,lit • 1' I , ,.A � _ z ..8 4 311E a /l /1 /i/ 1,,/ xa..'I • / •II . / 1' '\ e y � ix i..�i. I nP11, W CONNECTION 1 \ DOMESTIC R L. .Tcc f / ''I 1 d .t M F ' •.y. ' '/ i / \ \`�. SEE MECHANICAL ItN CONDNUADON a I1 1 Il n Q R.MOUNTED MC • / / ` ''�/ `` ,� \ i�\� ,/. .� :.y I ( ) /yam: %u/ piµ,, 1 I n ''/ I z a // / 64362,14ii s.l /L ,ht446; \/) ) 1, - r X - • ,i, /SSMH/1 r 1 r� 4I , z MJ �C\ S 1. O1..K. - / TE.J)d.. I Y+ 0. t .4w. Li w • • _ ''//,+P' PL •y,• ,M„ .INYI OMEN V^ .O PORt% t. HORIZONTAL DATUM: /�, y" x•''xr/ P �/���/�_ =- __�- 1._ 1 ro.n , ts,=,�' REFER TO THE CORRECTED PLAT OF NENTCN HIGHLANDS NO.2. /� " I✓ ar ."•"74•4'l' CHECKED FOR COMPLIANCE ea* j "MPP -.--f 1�. •� TO CITY STANDARDS BASEDAL DATUM: , ^^-nx -* - 16 97084-02 ON CITY OF RENTON DATUM. � /DIVING ME HW]RNIT • 3N„_x, I 1I I Dot. CITY BENCHMARK N0.18AJ 4 FOUND 1/8-BRASS PIN IN A 4�.0 CONCRETE POST / r_,m .4 BUSH. ROED & HAND NJ CS INC. _ Dax._ MONUMENT IN CASE,DOWN 1.1'AT INTERSECTION OF N.E.12TH ST.AND MONROE O MIL ENGINEERS&LARD SURVEYORS Bob = AVE.N.E. ELEVATION>•125.15 �j,� BR'„' wo;-y', ° J r> 99 .___I_o,..,. D5 . 4 T23N R5E W V2 _-L ,- _ K—bcr) = R ,10 A cs CS °� L Imo_ � ,4 _ --R:-10 u R-10 C N1 _ , i A NE14 iPr\Af$Jc ,.• •t _ �j--- INE 11 t�i E§t 60 1\ E3 �� �� r� ' H-__ INE 10t �l M-I cc - k, CStY P741 Y 44 N OD 13 et Cg RM-I I 44( 0,4 ci -a - R—8 3)1 Sunsik ' M�I _ N , , its a) �I 8 00 - �; I R 1 - 0 C S -----. p u St• . I o t 8 1klifIJ1 V �6 FD" R-8 �� t, - -- _ itpfi)r ,i: --LI" � NE � . R-8(P) o o - `;R-8 R-s , `�--tZ F� �1l �� - .� °C NE St�h t R-8- - -- N E N ;®I -- ..� R,iBi , R \ ,. -1-c-F _- i R-10 t L.. R_8� .� - :j - IR�a - NE 7th PI oth �. CC : C. NE .R`:j/ '� ""- P1.. a 2 --� NE 6th z C.tsi 7LCP) n i O o .• °D � °� �, �' `i R-10 R-8 R-8=, L . 0:0 Ce ___---- _ • r 1R z R-8 R- O �/ - IE dm Mdith;-C�t R'8 • 0, , �_$ � RM— NLC z- �. ,� r� o o x>R-8 Fern Tr dl ' 4/IL(P) C S R-8 , NE 4th St. ./----- R-8 - --. . C ! - -DKA_T I" C A CA .. FS • 16 T23N R5E W 1/2 E5 ,�Y O Ep0 400 _ ZONING l T-48OO e + PB/PW TECENICAL SERVICES 1/FNToz ovla/ol 9 T23N R5E W 1/2 ZONING MAP BOOK 741Ati- ' 92 I ',i i 2193_ 455 ( f-,. 4 1` ,is, 459 a ja'.1.7 a4 00 i! fit �? �'� R4E 25 724N - m� eons Q,. N 5E i z4N ,, ,1 28 T24N RSEa. ` ' 7 T24N RSE:e� 94W \ ( --- 26T24NR5E 1�.:. '460. w: 464 1 1 36 T24N R4E 31 T24N R5E 32:1'Y4,- ,,. 1•� d —.RR�� . 35 T24N R5E 3 6 307 ,. w,,,,,308 4 a a r-l� irm,.: ILL, 4. .e,_ � 6:iI 01 r) 2 T23N R4E _ 7 •1 23N#241 w.. t�,. f 4 3N' 3. R5# )' r 6 T23NR5E -�:� �' _ z T23N R5E 369 .t a I .r 1 3,1,6. � : all `��i �,'i�-��- 316--__, 31 9, ��' r��6,�, �'�� 1 ,1 •, E2-1,., ,.. 3 , E 4--,-.- , - 7'6'44: ... i'''. P . ' 1, 1 7 „. 11 R4E 12 T23N R(� I „r 11 p 2' . .‘ .. • 1 ,,,,,,„.. ..,il ..... , •., • ... .. -,,,,,,,,,t1 -.,,i., 4) , T23N R5E i T23N R5E. {3•J2�. 1Q.2 -4 ,_, 1'[ N Fig „/ 32 \' fah-_' �2 7 328 /� .`310 ' 1 z. ' 1-- F1 --. i • • , •\ , - 3 F� - r 6 . 7 4 T23N R4E ,. ,i T23N R4E 18 T23N R5E _ .17 T23N R5E 16 T23N R5E 11 T23N;R51; 14,T23N R5E 1. 334 35 ‘ ; ' ' 33.6 33'�«.1 ,- 371 815 r 816 ,...k '*_ ' ',.,,-- j '..ii40',-' - „,-,,,>.. .p. s.--_-...--.., ' ' —) • ' „ -51 ' , '.:: . .' ., ''.-:—.. ....1 1 \,,,,,'''- 1 \f, .,I• ; G - ,••••,‘ • 0_ ' Go -, 1 . ,, t3 T23N R}E T2 3N R4E i G"1 19 T23N R5E '20 T23N R5E , 21 T23N�5LN 22 T23N R5E 23 T23N R5E 2 344 ,; 1 45 600; , „' _601 602 ' 820 821 a Hi H 2 , .6,T23N R4E 5 T23�l R4E t�; ' p, 29 23N R5E FT23N R5E 27 T'23N R5E _ !C26 T23N R5E 25 0 .511 df - . 3)!j 4 ii ' i a , 605i. 825,�'` 826 8 IT r �Y V1 ,) I /lir , '1 0 , ii , , (1 , , I : ,,. : i 3 E 36 3N R4h 1 T23 R5E —' 't 321r2 T23N4 Fz3N ' _ 35 T23N _ 3B , _v., 607 7 60 '�__609i j __,—..,_1,1 s • ; �� 833 J 2 � y J ��22N R4E 1 T22N R4E ` 8 t2bES 1 5'722N F6E n Ec i l 1 f ! .�1_ „ "' _ . '� 3 T - ._, 2 T22N R5E T2 KROtt Im Resource Conservation I CC I Convenience Commercial (P) Publicly Owned PAGE# I® Residential 1 du/ac [ CN I Center Neighborhood* Renton City Limits III Residential 5 du/ac I-I Center Suburban* -"- Adjacent City Limits SECTRO*NJR NCE Ion Residential 8 du/ac I-1 Center Downtown* I xx I (Grey Text) Prezones Im Residential Manufactured Homes I COR I Center Office Residential I•;.. Automall District A Ill Residential 10 du/ac I CA I Commercial Arterial a_a Automall District B _ ,i x z Ma Residential 14 du/ac I CO Commercial Office • For additional regulations in overlay districts am Residential Multi-Family 1afiH I IN Industrial - Heavynot shown on this map, please see RMC 4-3. u. OM Residential Multi-Family Neighborhood Center I 1N I industrial - Medium PAGE I23 Residential Multi-Family Suburban Center I-1 industrial - light INDEX f3 - I�7 Residential Multi-Family Urban Center• I P-1 I Public Use W t MICROFI I I 1...ME I.) Sir,- - • - -.. -.'-..--- - - •M E4 ' 8 T23N R5E E 1/2 / c' Y : , '4 /- ft/ °) Lca) Vc:VI clo CO e'lCre 11 8 1 D I it '7.- iltrini 13\1 R-8 R RMC Z .8 Imi , - 7 1 ,\21P Harrin ton, x .. 41 inn i 'T- r Glenwood' 7\ al XI \ ___ ---&'- I ; •• •• - C° iR'--q, ` -': K‘• c13 /4671,, - co • : ,-. 1 , : I \ At .\.-c\- RM-C ) /- @ Ar' ' • — 7 13p "1 Ifirillil .2"; , \../ MIZE11111 Ha ci ul arrington Ave. mmEmp \ <>:1, k.s 1‘43?Za -vs m , ... I ei. , T XI 14. 44 ,kcy -P''' ,,c) I 1.3 P-3 wiriv - 13 ( R—io 43 „I R-10 R-10 s.) Iridex, Pl. rta- co , I • , ‘63 ass, a ....i / z all% z z (1( iii \-,X• I- - E/_-,T.c D, 10 VP I\ gi.- teivosa uc , -_\- crn-no l / Jefferson ., (4' M U0S14 _ R 8 _i_i_ t---i /-• rco,,-- -1- (Kirkand Ave. 'E . co I ° o ..p. -0 ' 1 1R-1-8 ', 1 1 1 I • 0 H I—I .....:....ili nnwood Ave. /NErri- ,i.---t) I;13 • ____ , 1 : Monroe Ave. NE Monroe Ave.1.... N, i 1 — -71— trt 7-77 r--- —1 1r— 1Ov Ave. i 70130 I).i - Monr' --,----,a1. -- VT a 3I isIEZI, 6 ZONING MAP BOOK GO ILA!WC 92 f ' 9 r �- 455 I 44gi, 4' 459 f `' I 1 �� 1 �� ' ,oI'!IR M� 1 q j i , 6- ..,, w -2 I 4N R4E 25 T24N'' •• /I. ' r / .'SE 4 4 � i24N R 26 T24N 5E i, .-••- .1,-.,:,,:,-.,-.:0::C-2::::::::::,-: .-,--, ,:,.,.:-:,.:-:---,.::.:::::. -.:::/ .."` '-' . r. .. . ,4, �6� �C 7 = �-(�....,„ 72;1N R4E '/31 T2Abt::..............„...:::,.:,.::::,: .. .. =R5E, \` >..i , '�r • tiy� • I • S - r 35 T24N R5E 36 r � 1JHEI1e ti' �� D r � ��3,:::::, ...:,.. it„.. Li it-..i...--4,.., ,ao,:•_.„.., .- !.....•.- ,,,,,,j, _ ' 2 T23N R4E " 1..r4. •\•- l.V'* f2314R15E�:';.i: .ii$ (. \. I r.! VI 3 / Ja A, 1 4 1 I 3? 3 R' _a 2 T23N R5E 316 1 if ` • ; Inc..�y' b �`hII c��•w •i I a :�� �� • cl,.,.l, !1 T t, R4E\'I'r,� r( YJ •�I j1 yet,.y- � -,Ili • ,. I Ivi�= _±ill 1 l # ;i�� ‘' -,Lx d I 6 _ , . EL. 1Q. "L' ... • 11;(2ZN R5E 1 ,,. ' „ - ' vz�� t- j •�,:N wit c i �. I �,.--); ,,-,,I,, .\,t:ii,_:.l.',";r',,-.4I:47'44:I---'24./I;0.0:ai—Fp"ir--..;.-1 R.,.,,,,,,..'„-,,'.,s.t.on,-';,47,'-14 7;,,4:.-).1,;'44I'T+,,,,tp 1V,ri,i..!.l._io a- 4T23NR4 ,_ � YI, i!'� ���� '� ` cl ,1A•-•,--,‘-,\,-v-,.,,-,-,-3-3-3,3--..-9,t-- ::-4-'„:i'„'.';,''/ sr° "723N'4E� 1 •�, , 14 i `_ ./ a 9 � <. "R5E � 18T23N,rtW 1pT23f� r' i�I� RiE I' 334 35 i� , i �� ,;3 t -- 371 -;. 81 '' '' .. - i ''' ',-),' ''.''' ' -- '',. ',.''' ' ek, ,..:7,,K.:: 77 G 1 3 T23N R4E J4i a���'�;) �� <2T23N R �, .. ,,,, 7.1. 3N FZS22T23N R5E 23T23NRSE 2 344 ( i4 ¶Q \\itKN,."-,;-'t I460102 = 820 lz 821 • i.1 H 1 (. ', i,T.L..,,. 161T23N R4E 2 3 R4E d;''- • '-ii 1 y_: . I iT231�' R �„3fk �, E 3N SE _. ,� T2• 90 °'(51 = r. . — 26 T23N R5E 25 4. ''�� I 826 ° I "��I '1,-) � r �� 9 l � ��� �I r � .9"�i Jt-r it'll'''.E =rr3C47:;' 3N R 1 T2 R5E` 1 �,• I 3 '1 E T23N R � E 35 T23N -- 36 f�- � I .._ R5g iid,.. t►: _ . 6 1Y -: . ''' 6,,. _, r-t- 60 -. 60 i�i --�-- -36J?Q • c; 833 1 i t. 22N R4E 1'T22N R4E ` 6 T22N R5E 1- JI -22N RSE 4 E J s ' '\'. I 11 1 f t /- " 3T$2 E ,_. ; 2T22NR5E "::::::: Ili KROLL I RC Resource Conservation I CC I Convenience Commercial (F) Publicly Owned PAGE# I R-1 Residential 1 du/ac I CN I Center Neighborhood• Renton City Limits R-5 Residential 5 du/ac I CS I Center Suburban* '•'•'•' Adjacent City Limits SECTrrOWNR JGE I R-8 Residential 8 du/ac I CD i Center Downtown' I x (Grey Text) Prezones RMM Residential Manufactured Homes I CUR J Center Office Residential I•:•;•;I Automall District A IR-10 Residential 10 du/ac I CA Commercial Arterial NgAutomall District B i IR Residential 14 du/ac I CO Commercial Office • For additional regulations in overlay districts I RM-I Residential Multi-Family bull I IM Industrial - Heavy not shown on this map, please see RMC 4-3. F. I RM-N Residential Multi-Family Neighborhood Center I IN Industrial - Medium PAGE IRM-Cl Residential Multi-Family Suburban Center I IL Industrial - Light INDEX IRM-U Residential Multi-Family Urban Center* I Public Use t 'r V FACILRIES PLANNING AND DESIGN w • A200 WILMOTROAO DEERFIELO,l �// / /if d / 847-01O2500OAK 600,E-IGN WMS� / if vROJECT TYPE w.aKnuenr. owl sag SEC Sunset Blvd.N.E.&N.E.12th Street,RENTON,WA / / / IA o WALOREENS.CONSOLTANI. ea IL ZONING: CS(CENTER SUBURBAN) uI� o— d� ®urawo4mrmucrolr(nnr¢YcwsmunKxl OCCUPANCY: M(RETAIL) — — — — _ _ _ _ STORE G� STRE — M� I I II CONSTRUCTION TYPE: III-N.SPRINKLERED _ • BUILDING AREA 13.555 S.F - `J Krn. °� noncom O ` ■_ IgEs Z � 0 LOT SIZE: 65,857 S.F. (1.5119 ACRES) =,7 �I �' b w IMPERVIOUS SURFACE(PARKING): 41.988 S.F.- . ��/ BUILDING SJLL{Z I TOTAL IMPERVIOUS: 58.026 S.F. •i/�i�%/'' g r /�0� •'; I7 ....® ARam.CR rah MAX LOT COVERAGE: 657L R Z''''''. warm 7 I Il I Kama .0 •w. PROVIDED LOT COVERAGE: 20x _/ -- smelt 0 `�_(7 CI ANOSCAPE RF01l1pFMFNTC / I x� _` ro 10 PERIMETER LANDSCAPE BUFFER REQUIRED h PROVIDED \ / _ INTERIOR LANDSCAPE REQUIRED: 5%-2,094.4 S.F. / / \• y --. LANDSCAPE PROVIDED: 2.155.77 S.F. �` o3sro nnTn.Io' •/....TOTAL LANDSCAPE: 7,631 S.F. / l \ /,� y� / p PARKING.RFOIIIRFMFNTS; / / I "•-1 1 O/~ '-C 1Jb' / "i PARKING REQUIRED: MIN 4:1000-55 STALLS r / A yw�� MAX 5:1000-68 STALLS h -- .\��Dppp ci PARKING PROVIDED: 73 STALL$ `` J 71,..F Opppppp . ®�® " y STANDARD SIZE STALLS: 9'%20' � I p e '�-' ( i MAX COMPACT STALLS: 307[-22 STALLS / _- e ,ry- COMPACT STALLS PROVIDED: 12 STALLS COMPACT(8.5'%i6') `N� / were 1 / pppppi� [ o F _ __ _ ADA6UI STALLS PROVIDED: 4 STALLS(9'%20') d• 1\ - / b.// • .,,�� NOM to- I�D�Ifp�hIIII TTTVi- . ' BULLRING HEIGHT- y /_ �� ` ALLOWABLE: 50' i g _ C ` N/fr A PROPOSED: 27' \ 6• pp 'r'� : S- BUILDING ® AI /V VVV CFTR4CKS ,WEST(FRONT): 9-0 \ .I I71� �� �_" i / /NORTH(SIDE): 79'-0' / �j� / /i EAST(REAR): 57'-0' ‘-4 . `\ 7 �/ / / /N SOUTH(SIDE): 54'-0' I ` *��QYy((.,�'///(rC /' /�i / y. ,y, ... `\ `r FIMR f)d frLYAlltXl 3A4(I J`. ALEGAL DESCRIPTION: .• o. ^.0.6N ,/. BLOCK 12,REPLAT OF BLOCKS, CC RDI G 37 AND E CORRECTEDED I� _ -_ '�'`. /' /� OF RENTON HIGHLANDS NO.2,ACCORDING TO THE PLAT KINGFRECOROED ``�� -� n y/=-,1 / / IN VOLUME 59 OF PLATS,PAGES 52 AND 53,RECORDS OF COUNTY, I WASHINGTON; n / /r / a/ EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLIAWS: 1 �' e��. COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE 1 1 NORTH 35'42'00'EAST,ALONG THE NORTHWESTERLY UNE OF SMOBLOCK, I • / 250.00 FEET: \ // THENCE SOUTH 54'18'00'EAST 142.00 FEET TO THE TRUE POINT OF 1 I BEGINNING: 11 ' THENCE NORTH 30'20 10'EAST 128.45 FEET: �• (', v'" T.C�r�; re' �W \I S. / TA%ACCOUNT NIIMRFRS' THENCE 35'T STREET; EAST 70.00 FEET TO THE SOUTH MARGIN OF ` - �j • Y 1 722790-0015 NORTHEAST NORTH - `�k!i Q o 722790-0018 THENCE SOUTH NER OF EAST ALONG SAID MARGIN,31.57 FEET TO THE •= - - - 1 / 722790-0019 THENCENOENCEAST CORNER '1 SAID BLOCKAL12: -\m��- -I I I'51 Al- .%/ 722790-0020 / --_-;;v.a>..rK;�`''�I�. .!I � S• 722790-0021 1 .37FEET TO 00'OB'NT EAST,ALONG THE EAST 3U8' OF SAID BLOCK, I } b TRUE 37 A POINT WHICH BEARS NORTH 74'38'49'EAST FROM THE _ _ -- REVISIONS TRUE POINT OF BEGINNING: '�� o '/ ' lI"'{^'a}J THENCE SOUTH 74'38'49'WEST 142.6E FEET TO THE TRUE POINT OF \.S c ;K -- 4`A ♦ CERTIFICATION AND SEAL BEGINNING; o ,//'//"' I ram• e � '-% ..I�� -I K eaKlsrwn�'~ AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: o a�aL '! • _ _ WAN MP/ U 179�___ __ _. _/ 1n1 PLAN BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12: 0 c �� �� 4 I 4 AwirwE A�,HATIAM THENCE NORTHEASTERLY,ALONG THE NORTHWESTERLY LINE OF SAID BLOCK. -� ADU,KerwERIE0 THENCE15E OT: -� \ sMOEN umo* LAWS Of EOI SOUTHEASTERLY.AT RIGHT ANGLES TO SAID NORTHWESTERLY UNE,A Y INSTANCE OF 100.00 FEET; TO SAID NORTHWESTERLY UNE,TO THE `� �4 ._ -, .• P SOIL rrwlwDao THENCE SOUTHWESTERLY.PARALLEL - - . ® SOUTHWESTERLY UNE OF SAID BLOCK 12;THENCE NORTHWESTERLY.ALONG L( rr0"E4M SAID SOUTHWESTERLY UNE.TO THE POINT OF BEONNINC: y �� R'�� AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: ``;neo so s 4T moo / / WALGREENS STORE SEC BUM*All NE 12l19Krl Rolm WA COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12:THENCE SOUTH 33'37'27'EAST ALONG THE SOUTHWESTERLY UNE OF SAID BLOCK, Pi��,rr�NwpwU,a,yrr 1 ° 16 nnE THENCE FEET: lws7 ' I p THENCE CONTINUING ALONG SAID SOUTHWESTERLY ERAR LINE ON A CURVE TO THE \ U I 4 SITE PLAN IL PROJECT DATA RIGHT,HAVING A RADIUS OF EAST 18 FEET,AN ARC DISTANCE OF 3.84 FEET *I. MINIM MA TING NO. TO THE TRUE POINT OF BEGINNING; uus as�rman+U+IwU GIDD PLOD eHIE ; THENCE NORTH 35'42'00' 187.75 FEET; OPAWKBM THENCE SOUTH 54'18'00'EAST TO A POINT ON THE SOUTHEASTERLY UNE OF w SP SAID BLOCK; DATE - THENCE LY CORNER LY,ALONG SOUTHEASTERLY UNE,TO THE MOST R TO COHSIMCIgM RENEWED NE SOUTHERLY CORNER OF SAID BLOCK: _ THENCE NORTHWESTERLY.ALONG THE SOUTHWESTERLY UNE OF SAID BLOCK. Fl/l OF TO THE TRUE POINT OF BEGINNING. y1T me AIWNP/AL suW.OF•-3.2A.02 4 _ b A b b 0 /� 0 - _—_ _— u+nnM.w rs e.a..a..ew..s.,r�M ra..u•e wn wNt �4w{r(PLAN/ '�- Q�� TF�$ ' A o I yW granlo.pier to pies*pq d.le rnduy FACILITIES PLANNING AND DESIGN ‘Zr Q v t00 WILMOT ROAD pEEgFIELD.L /� JJ ' RF{ r'S'j/; \ \\C' P \\\\. \U \\O: !Rer 7*.,a�R lam- •11 01 11101,441A eafw NME WE aR POW. M7&62600� �T YPE BOD15�616 e. Ar ti'G 2b Y S-- '�\`� ao0000a a a... \P��\�\41 CO \� ❑wNOI®afbrli�Wt ,G a ea000OO oao 0o a O-� ♦ TM. plaRrmo�•Anor•a: � N„ xa r ao vrrM•r -••,s.rr 'l\a00000<\�:`: a0000„ �,��\ � � rm r...d lls?°+i'000000 \\ •..MrM.ew.ri A.a.n Red N.Pr S6 Zr,JV L�1\ \OD O`O _— _I �I V 00.\ i Q 0..14 at..Ur.Y Ara Mon,LawM r rM • M ®INYGOE M.rr1LTN0 \\o aa\ o\� wicamwlclwxw•clraawleom�rwcm .' ` �ODD� Ewa a MM'y.r.•p•.CNny T El l SE ❑1RAL01®rcopmucTO. }�.i0O 1 `�\'�''� Q a\`` ' I O. •�rWiW Rod MyY r dI r Sr.*. ®uM,DRn.DnMlRAeIaR m...m•ml lw+ellolo 3 rs , irrl e o Mw STORE A I. � .=ham \e� V 0 0 0 ® S_C�IIB c1 w r war .ein �' ®e® _MY 2 • INS..QA•w.n.Wm.',sd•e•. .. •e.I • 1.0010101 ❑ ., S xrt f a�YT i ppp A _ • 6.6 emle...r I..e.ra.r.•,.e•rome •eel • oaw ❑ ss. J. ,-, i �\o S Oppp/.o .""1 o e c AAA.A....A.out, roue Lry,.,GEE t w .• ea as.w eu DND /•' iAUSIAOM s,. o ? \\o° g ._ _ _. o aw.a.I.rse...,v w.a w... t n ..u.r. �i1 r� f'ti �a�o 0 oua i� ��� _.. o����� �����0����1 Q f r.ww.A.••Ao srya..w•i•Ap•Irr •e.I r •.a.M � .......na 0 ARcnRTcrs,Psc ',"ti o/ - Q 0 �o.q\ Nip r+ry Ma n MavRRUDrar ❑ ..ate, "-i. © e , rPM�J.p.....1.NuwfAFY.•. l:I q �`\�O C El m HMO *\ ©I N Mwv�Y dNbv Ytli.l.Yllel • I s •....,. '�� p Osk O 0 , Azalea lEpee .eeY INES W t e.i • - m4M O in _ I�" A ® Kt \ M!a•OCVFrr Ti..ld'/Ip•w f gel • ����• e ��e A I L Q `C� ex .�._ , *pa yl•.....M il.aon .•PAN M.aq r• � w Q oe': A �o°� _ '..:' vwn.d,bweol IyI ammo. ter.a ;444.4 . /O. Q DRUG STORE ,O�- Nm halaarly^.......IM lo••an. IrI Mr„F Era• �', it p 13,555 SF. z`\ © ..�.• ,..� _sY° r�``\\ v `off, Q © °OO v e`, (1, TREE STALEQ OOo,' ! Q _,.c.. ,`�S0 ,� `\' / IL• I',•O' p WV ` J �� TREE STAKE © e0/�!,"/ O..�ren_ - - I —`1�� PLASTIC TREE TIES v o o I .P �+ 00 tU000 STAKE.STAKES BHWLD e c )1 I ` / OE LOCATED CARBIDE OF ROOMALL ©ooe,'� , o L J Ali_ e v o t'00Mr'OBTED MULCH,KEEP MAT PROM TREE om— \.1 A. r1PCRTED TOPSOIL © ` ib „\-\ \•O a\\ a`Gc �� (� RU611� I MA AY®SIDE 1 B ,� L ‘ O `\ o 1.° \ \a I p FNIEN Il 6C1,RIFT'SIDE 1 BOTTOM OF Q • cam^ `oD,D`,� \ .. +a \� d,���r ■■.„�, .._ PLANING PEnt�iRaRla�i ow SCR 0 oT Ilc lll�ln,.� © e= D M•19 ii �1��IC RECOMP•cT•' • - llr p •tee '117-11174 '' _ TO PREVENT SETTLING V �Ir • ".., a/ _lvc I. - 3x Mr N4'1 ROOTEALL DIAFETER MCKIM VA Cr et PLANTING PLAN ICI A "' � 1 N f 3 CBL D2CiD000S TRe2 PL<1N?NG D2781L REVISIONS cacniFicAliON AND SEAL 1141.4 rCOUFYOAT.11 RAM MO SFfe.rA1ON WAS ME..IMO OR Allah T COMPOSTED MLLGI. 0 0 Y/ `f/ A Rcane�i MCIIRECT OR OSOEll MI CUT.RET'IOVE Atl TWDI-- CONTINUOUS ACROSS OED _. ______ PLASTIC ArecPY SIDES Cr -Nino PNISN GRADE MasTFDrvKY NYC ND PLANTING HOLE I ROOT •r IMPORTED TOPSOIL �//� (/)�) GALL - US AMENDMENTS NO"T W RW Ed EN- ODRF•Tt/{ WALG S STORE CREAK SIDES A ROOT CALL TO ENSURE THAT ROOT LNE WILL NOT SETTLE eELow GROUND FA r.st:era La WueCH SCIUReRD I�CIATES ,rue.ma pp LNE CAW PLOT DRA• NO. one FIESEANG N131C8L 5F4RuB/GROUNDCOVeR PLBNTiNG DeTd1L N PiC8L GROUNDCOVeR 5P8C1NG 012�� VOID PLOT: .[PAWN 9Y. •ICN.RO. Somm0.REMINGTON Milt DATE passe L-2 C[Rrwl1CATE NO.217 WS)1,02C0 RP F4SFO TO CONSTRUCTION REVIEWED BY: OW OF. 0000. Z;7 o.a.mc wa �amaum rauxr.Mao afae .;o s..•." ++,w N 0303141 H.M.aw3 m!C :.aw awt NNVW $31M70SSV OtlVM OtfVFYJId. r' v 4,2i�/OP 71/vr'll mu Nm.a rM W.a'SW NLt 3N 1 P.1e$.1,1103C 3801S SN332101WM y.. 724/f�� aY M. Mb4 L. m..Yfl"aT"" �io�a a111 YfiOu. *alai aum3 anti.I :1 1.3�NOI1VJia11N3N / „ / . /'NJ/.. --•,7;' " j+�.:a.II / .A `4;Apved - ',v,fs 71 qd /+�:a/ /!r iT' o0.oc 7 41 aJ ji i P4v tr ` l s ao/vim /R.Trls aa.au'pf,ieIv/ra n-s.n CydLPGIL2.a F 1 vw/V?ony..n . /n . bc / aaP, L ��s a. { �A� 410ma ..��yan0,rd p�.�,p.,zpgwyo0, C� , I ,� , 14. / 's 3>ari" /"y/.n,.x./1r O0,11.(l10ARO s///.rf -. _ /+G�Z A1o0.WIJ-slog 0 a:A. 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V NOIEGC ONY O�NINtorl� )dd C331111110VA V .I'a(/ /V2, W TATER 111111tt-O'NFRAL NOTES Van IIl ITY-OFRIRSA NOTES TCONTRIIED) 9AIBTARY AFAR NITS k WIWW ATWWS(CONTMM12) STORM WATER IMAINAD NOTES ICNITINOEDI e I G I. ALL WORN MATERIAL SHALL BE IN CONFORMANCE NTH THE STANDARDS 14. INSPECTION MLL BE ACCOMPLISHED BY A REPRESENTATIVE OF ME 15. ALL PIPE MID APPURTENANCES SHALL BE LAID ON A PROPERLY 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT r,.0 9),1 4 AND SPECIEILATIONS OF ME CITY OF RENTON UTILITY DEPARTMENT OTT Al RENTON. IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY PREPARED FDMDATION IN ACCORDANCE NM SECTOR 7-02.3(1)OF LOCATION IS WITHIN ME AQUIFER PROTECTION AREA. _lM AND ME LATEST EDITION OF THE WSDOT/APWA STANDARDS MID TO ROPEY ME CITY INSPECTORINSPECTOR24 HOURS IN ADVANCE Of THE CURRENT STATE Al WASHINGTON STANDARD SPECIFICATIONS FOR 11\ )I� SPECIFICATIONS.AS APPROVED BY ME CITY OF RENTON. A SET OF BACKFIW AL M AND HG L CONSTRUCTION. E CONTRACTOR AS WELL AS THE ROAD BRIDGE CONSTMICTIOI. MIS SHALL INCLUDE NECESSARY PR09GN CSIIROL NTTE1 J APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING ENGINEERS SHALL KEEP AS-BUILT DRANNGS. LEVELING Al ME TRENCH BOTTOM OR ME TOP O ME FQUNOAMINRAT CONSTRUCTION. MATERIAL AS WELL AS PLACEMENT AND COMPACTION Al REQUIRED 1. BEFORE ANY CONSTRUCTOR CO DEVELOPMENT ACTVITY OCCURS.A __ y WM 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF BEDDING MATERIAL TO UNIFORM GRADE SO THAT NE ENTIRE LENGTH PRE-CONSTRUCTOR MEEEHG MUST BE HELD MN THE CITY Al �N 2. ME HOURS O WORK IN ME STREET RIGHT-OF-WAY SHALL BE ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINK O ME PIPE RILL BE SUPPORTED ON A UNIFORMLY DENSE RENTON DEVELOPMENT SERVICES DIVISION,PLAN REVIEW PROJECT En I- LNITO TO A.30 A.M.TO 3:30 P.M.ON WEEKDAYS UNLESS Al-IN. UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6'ABOVE MANAGER' 0TNERMSE APPROVED IN RIMING BY 111E TRANSPORTATION ONSION AND BELOW 111E PIPE. L.� AT 277-6222. ALL STREET CLOSURES,PART.OR FULL,SHALL BE2. ALL LIMITS Al CLEARING AND AREAS O VEGETATION FLAGGED I lYE Y¢L16. ALL JOINT RESTRAINT SYSTEMS(SHACKLE RODS,NUTS.BOLTS. - TOSA APPROVED BY ME MANSPORTA TM DIVISION AT 277-6222 21 HOURS ETC.)SHALL BE AS MANUFACTURED BY ME STAR MANUFACTURING 16 SANITARY SEWER PIPE SHALL BE POLYVINYL LE IR 0E(PVC)RUBBER AS PRESCRIBED ON ME PLAN SHALL BE CLEARLY IN ME N IN ADVANCE. ME POLICE DEPARTMENT,FINE DEPMTYENT,AND 911 COMPORT O COLUMBUS ORIO OR EQUAL APPROVED IN WRITING BY TIE CASKETED ASHY D 3031,SDR 35,OR DUCTILE IRON CLASS 50. FIELD AND ORSER VED DURING CONSTRUCTION. PROJECT S SHALL BE NOTIFIED 21 HOURS IN ADVANCE. WATER UTILITY SECTION. 3. ALL REQUIRED SECIMENTAnOR/ER09OR CONTROL FACILITIES MUST 10 1- 17. IN UNIMPROVED MEAS,MANHOLE TO EXTEND MINIMUM 8 INCH AND Y W N 3, ALL LOCATORS O EASRNG UTUTIES SHORN ARE APPROXIMATE 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SMAGUT TO AA MADMAN 18 INCH ABOVE FINISHED GRADE, IN PAVED AREA,COVER BE CONSTRUCTED AND IN OPERATOR PRIOR TO LAND CLEARING Y } kw W Q' AND IT SNAIL BE ME CONTRACTOR'S RESPONSIBILITY TO VERIFY MINIMUM DEPTH O TWO INCHES. OIL MAT STREETS MAY BE SPADE MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. AND/OR OTHER CONSTRUCTOR TO INSURE MAT SEDIMENT LADEN ME TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR CUT ALL SURFACE CONCRETE,PAVEMENT,SIDEWALKS,ORB, WATER DOES NOT ENTER ME NATURAL DRAINAGE SYSTEM. ALL Y Z I BSMRBMCE. FOR ATL.ITY LOCATE CALL IB-HOURS LOCATORS,I- GUTTERS,AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A jI I1 N BW-121-5555. MINIMUM DEPTH OF TWO INCHES OR REMOVED TOM EXISTING STORM WATER ORNNAGE NOW's SAIISI ACTORY CONDITION UNTIL SUCH TM.MAT CLEARING MD/CR M T L.Q.N Q4 EXPANSION JOINT. CONSTRUCTION IS COMPLETED TED AND POTENTE FOR ON-SITE EROSION - rT S UI J 1 CONE RMNG TO AWIYA TC110 MID till OR LATEST REN90NP'E 18. A TEMPORARY COLD W%ASPHALT PATCH SHALL BE PLACED ON ME I. PRE-CONSTRUCTION MEETING OR GE BF�HELLDT ACTIVITY NTH THE CI3TY OF A HAS PASSED.AND AOgRONS TTO EROSION/SEDIMENTATION CONTROLNANCE R REPLACEMENT SHALL z1 414': 2 0 Z CO THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING DAY OF INITIAL EXCAVATION NM A PERMANENT,SEALED PATCH TO RENTON DEVELOPMENT SERVICES DIVISION.PLAN REVIEW PROJECT BE ME RESPONSBRITY OfTHE PERMITTEE. 0 LA F SHAH CONFORM TO ANNA C104 OR LATEST REDSOR. PIPE JOINTS BE PLACED.TO CITY O RENTON POUCH,MINN TEN DAYS CAL MANAGER. 0Tp A i f 5 ce 2 TO DUCTILE IRON PIPSCRA6ALLED SWAP OF SUNSET B VO.CAL JOINT. BEDOING TO BE CLASS C. TRENCHESFOR SRADE INSPECTOR PRIOR TO MIL NOT BE LEFT OPEN OVER NNIIGHTT WITHOUT PRIOROR 2. ALL CONSTRUCTOR SHALL BE IN ACCORDANCE NM ME LATEST 1 THISHE EROSION MID ORATING ARE INTENDED TO BEENTATON M MUM REOURETROL.SYSTEMS DEPICTED NTS TO MEET J g (EMPIRE WAY.SR 900)MID NEST O SR 167(EAST VALLEY MITTEN APPROVAL Al THE INSPECTOR. EDITOR Al NE'STANDARD SPECIFICATON FOR ROAD.BRIDGE AND ANTICIPATED SITE CONDITIONS AS CONSTRUCTOI PROGRESSES AND PRO L y T10o! SKETCH JFREEWAY)OR IN SOILS O HIGH RESISTIVITY SHALL BE WWCRK CORSTROCnW'PREPARED BY W.S D.O.T.,AND IRE UNEXPECTED OR SEASONAL CONDITIONS DICTATE.ME PERMITTEE Still 1 YYIM POLYETHYLENE WRAPPED PER ANSI/AWNA C105-77 STANDARDS. 19. FOR CITY PROECTS_SUCH AS TELEMETRY CONDUIT,THE PVC PIPE AMERICAN PUBLIC WORKS ASSOCIATION(APRA).AS AMENDED BY ME SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL USED SHALL BE VI 5. CAST INN AND DUCTILE IRON FITTINGS SHALL BE CEMENT MED. 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS DULE 40 IN UNIMPROVED AREAS AND SHALLE CITY O RELATOR. CONTROLFACILITIESCR THE NALL EPROPOSED SITE. DURING NECESSARY TO OEE ME COURSEOMPLETE TOIOR PRESSURE RATED AS NOTED OR PLANS,AND IN ACCORDANCE MM BE SCHEDULE BO PVC PIPE. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO CONSTRUCTION,IT SHALL BE THE OBLIGATOR AND RESPONSIBILITY ANT/ANNA C110/A21.10-82. CEMENT UNITS SHALL BE IN ME APPROVED PLANS MIDI ARE ON FILE MN THE CITY O OF ME PERMITTEE TO ADDRESS ANY NEW CONDITIONS MAT MAY BE ACCORDANCE WIM M9/AWWA C104/A21.4-85. 9 FITTINGS ARE 3 SAINT NY NO R NOTES k W=nr,ATIONS RENTON. MY DEVIATION FROM THE APPROVED PLANS RAIL RETAKE CREATED BY HIS ACTNTIES AND TO PROVIDE ADDITIONAL 911 wows NOTES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL-ONES, WITTEN APPROVAL FROM ME CITY O RENTON DEVELOPMENT FACILITIES.OVER AND ABOVE MINIMUM REQUIREMENTS.AS MAY BE I. ALL MINK MATERIALS SHALL BE W CONFORMANCE NM TIE NEEDED TO PROTECT ADJACENT PROPERTIES MID RATER DUALITY OF MINA ME/U 115 MALL BE IN ACCORDANCE MM EITHER MS/ANIMA SERVICES DIVISION. LEMMA SUBURBAN-LOBO U9 C110/A21.10-A2 OR N19/AWWA CI53/A21.53-BI. 3 NCH 70 12 STANDARDS AND TIlE MSDAIS OF THE OTT OF RELATOR AND ME TIE RECEIVING DRAINAGE SYSTEM. tt. RICH DIAMETER RTTNGS NTICO HAVE YECHANCK JOINTS AND/OR LATEST EDITION O THE WSOOT/MINA STANDARDS AND a. A COPY O DENSE APPROVED PLANS IAUST BE ON THE JOB SITE MM.AGENCY T / SPECIFICATIONS. WHENEVER CONSTRUCTION IS IN PROGRESS 5. APPROVAL O MIS PLAN IS FOR ERO9OR/SEDIRENTATION CORTROL ES FLANGED JdN1S SHAM BE IN ACCORDANCE VAN.M9/AwMA ONLY. IT DIES NOT CQNSn NIE ANAPPROVAL O STORM DRAINAGE loss.Nmy my T 9NWOs W Z CIAO/A2110.62 OR A COMBINATION OFAND/ARIA C110/A21.1O B2 2. WORN HOURS OF RN IN ME STREET RIGHT-OF-WAY AL BE 5, DATUM SHALL BE U.S.G.S.UNLESS OTERMSE APPROVED BY WY OF DEB..SIZE NOR LOCATION OF PIPES,RESTRICTORS,CHANNELS, 7 A NOSS OF OE AND ANSI/AWWA C15J/A21.53-HA SODA THAT THE PORT.O ME LIMITED TO 8:30 AM.TO 3:30 P.M.ON WEEKDAYS UNLESS RENTOI. REFERENCE BENCHMARK AND ELEVATOR ARE NOTED ON TIE OR RETENTION FACILITIES. 425-III-200 32 FITTING'NTH A MECHANICAL JCINT(5).MAY BE N ACCORDANCE OTHERMSE APPROVED IN WRITING BY ME TRANSPORTATION DIVISION PLANS Pyl rZ as NM M9/AWYLA C153/A21 53-Ba AND THAT PORTON O THE AT 277-6222.ALL STREET CLOSURES,PARTIAL OR NLL,SHALL 8E 6. DURING PROJECT E TIME DISTURBED .OF AREAS VEGREATER THAN OR5,000 SQUARE FEET. COMMIT MARCH 31,ALL sTS RAY DOTER IMPNailrERI 11109 IN AFOEci AONrIcn aRENEW.SIRUCNCROI - FITTING NM FLANGED JOINTS)SHALL BE IN ACCORDANCE NM APPROVED BY ME TRMSPORTATON DIVISION 24 HOURS IN ADVANCE. 6. ALL S TX CLEARING ROWOH FACILITES MUST BE IN OPERATION w aL ANSI/ANNA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE ME PONCE DEPARTMENT,AN FIRE DEPARTMENT,MID 911 SHALL BE PRIOR TO CLEARING AND BUILDING CONSTRUCTION,AND THEY MUST MAT ARE TO BE LEFT UNWORKEDM FOR MORE PLAN MEW(12) CJ�•1 MAX SECTOR 53.53 O ANSI/ANIMA C153/A21.53-91 OR NM NOTIFIED 24 HOURS IN ADVANCE. BE SATSFACIORILY MAINTAINED UNTIL CONSTRUCTOR IS COMPLETED HWRS,SHALL BE COVERED BY MULCH,SODDING,OR PLASTIC FLOW Fart. m SECTION 10-1.3 Al ANSI/AWN,CIIA/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO ME DIMMER. 3. AL CONSTRUCTOR SHALL BE IN ACCORDANCE NM AND THE POTENTAL FOR OR-SITE EROSION HAS PASSED. COVERING. DM 9w APPEARS ON NAIAD I NICE NAM MAP,IAMO MAY a 'STMOARO aM,COMMNN0 PANT NO. 30 00SW AA IS SATW IN NONE INTROS SPECIFICATIONS FOR MUNICIPAL PUBLIC CONSTRUCTION' 7. ALL REMNTOR/DETENTIOH FACILITIES MUST BE INSTALLED AND IN 7. IN MY AREA WHICH HAS BEEN STRIPPED OFAN VEGETATION D WHERE 'If AREA O MxETLNo To IOC oust M MOO wM Two PM. PREPARED BY WASNINGIOR SLAM CHAPTER MERICAR PUBLIC WORMSNO FURTHER WORK IS ANTICIPATED FOR A PERIOD O 30 DAYS OR gfN 6. GATE VALVES SHALL CONFORM TO ANNA C500 AND SHALL BE IRONOPERATOR PRIOR TO OR IN CONJUNCTION NM ALL CONSTRUCTOR MORE ALL DISTURBEDIS AREAS MUST DE IMMEDIATELY STABILIZED O 10 TO CORRECTED FIAT OE C, II 'O4 BODY.BAND U--YQUNTD.DOUBLE DISC NM BRONZE WEDGING ASSOOATIOR,LATEST EDITION(ARWA)AND Ott OF RELATOR ACTVITY UNLESS OMERMSE APPROVED BY ME DEVELOPMENT RENTER NORM.No.1 r DEVICE ANC 0-RING STUFFING BO. VALVES SHALL BE DESIGNED STANDARD N LATEST SPECIFICATIONS. SERVICES DIVISION. TIN MULCTING,GRASS PLANTING OR OTHER APPROVED EROSION FOR A MINIMUM RATER OPERATING PRESSURE O 200 PS. GATE CONTROL TREATMENT APPLICABLE TO ME TILE O YEAR IN DATUM ITS QUESTOR. CRASS SEEDING ALONE MLL BE ACCEPTABLE ONLY OF OAR. _ VALVES SNAIL V E fIA' LIST Il, R AND LARGER, SAL A E OR M 1. ALL LOCATIONS S ALL O TIE TINGCON UTILITIES SHORRESPONSIBILITY ARE MPROIERI 6. GRATA SEED MAY BE CITY AlR TO OV. ME GRASSOI SEED WRING THE MONTHS Al APRIL THROUGH SEPTEMBER IH0.USK. WA)I/YYIAE M N A 1•10 CONCRETE POST k H. ALL A N DIMETER LARGER,SHALL BE AND IT SMALL BE ME CONTRACTOR'S ASSPIA USD0 TO VERIFY MI%LURE,OTHER MAN CITY O RENTON APPROVED STANDARD MIXES SEEDING MAY PROCEED,MONVER.YMENE TE IT IS N ME NTERESi MAOTT .o 01 Av PORN Ili AI x1IN9c1Kx G xl.INN sI.Ma NONNO ME TRUE AND CORRECT LOCATOR SO TO AVOID DMAGE CR SHALL BE SUBWTTED BY A LANDSCAPE ARCHITECT AND APPROVED BY AN NC T[u - 2 a VALVEp IN A VAULT. SEE WATER STANDARD DETAIL FOR 12' Al THE PERMITTEE.BUT MUST BE AUGMENTED NTH MULCHING. _ Yaa OSMRBMCE. ME DEVELOPMENT SERVICES DIVISION. ! GATE ASSEMBLY VAULT AND 1'BYPASS INSTALLATION. NETTING,OR OMER TREATMENT APPROVED BY THE CITY O RENTON,1 S A PRECORSIHUCTOR CONFERENCE AAA 24 HOUR NOTICE SHALL BE 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY OUTSIDE THE SPECIFIED THE PERIOD. MORE AOR LESS.cINTAws es.n7 souuw MEi a Ls1t9 AIRIs. .s((`y h 7. FIRE HYDRANTS SHALL BE COREY TYPE(OPENING NM ME REWIRED PRIOR i0 STARTING NEW CONSTRUCTION. IT SHALL BE PREPARED FOUNDATION IN ACCORDANCE NTH SECTOR 7-02.3(I)CE ay / PRESSURE)CONFORMING TO AWWA C-501-BCE NAM A 6 INCH INLET THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY ME CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR 8. FOR ALL EROSIOR/SEdMENTATW CW TIRO PONDS WHERE THE DEAD FFFF AND Y VO Al S INCHES.1W0 2-1/2 INCH HOSE NOZZLES TAN PERMITS PRIOR TO STARING CONSTRUCTOR (INSPECTION NLL BE ROAD MD BRIDGE CONSTRUCTION. THIS SMALL INCUDE NECESSARY STORAGE DEPTH EXCEEDS 6 INCITES,A FENCE,A YINMUM O J FEET NATIONAL STANDARD 7 IN..60 DECREES V MREAOS,OD.MREM IFVELING O 111E TRCNCIH BOTTOM OR Illf iKX'q MC FWNDATON HIGH IS REWIRED,RIM 11 SIDE SLOPES. ACCOMPLISHED BY A REPRESENTATIVE O THE TTY OF RENTON.) IT 1.875 AND ROOT DIAMETER 4.6263.1-3/4 INCH PENTAGON MATERIAL AS NLL AS PLACEMENT AND COMPACTOR OfREWIRED O. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.21'%30'%8'OF BE ME CONTRACTOR'S RESRONSIBIUTY TO NOTIFY THE CITY OPERATING NUT OPENED BY MMHG COUNTER CLOCKWISE(LEFT), BEDDING MATERIAL TO UNIFORM GRADE SO MAT ME ENTRE LENGTH b f q NSPECTOR 21 HWRS IN ADVANCE O BAdOFIWNG ALL CE ME PPE MLL BE SUPPORTED OR A ALL IC LY DENSE1-DO 6-NCH QUARRY SOALLS SS TO BE LOCATED AT ALL POINTS E CONSMUCnoI. O VEHICULAR INGRESS AHD EGRESS TO THE CONSTRUCTION SITE. B ALL WATER MAIN 10 INCHES ARO SMALLER TO MAINTAIN A MINIMUM UNYIELDING BASE. ALL PIPE BETTING SHALL BE APWA CLASS'C', 1: COVER O 36 INCHES BELOW FINISH GRADE. ALL WATER LINN 12 6. COR F CTOR IS SOFTY RESPORSMLE FOR ME MEANS.MEMWS ANpNM THE EXCEPTION O PVC PIPE. AL TRENCH BACNFlLL SHALL Wg1E5 AND IARCER SHALL BF.AT A WNYUM CE IB TIDIES BELOW SEQUENCES CE COR TI AND FOR ME SAFETY O WINKfPs ANDBE COMPACTED TO MINMUM 959 FOR PAVER.]MD STRUCTURAL FILL '3 ANISH GRADE. WHERE UCUTY CORNCIS OCCUR,WATER MAINS OTHERS W 11E CONSTRUCTION SITE. AND 909 OTNRWIY I•IR ASAP D-15]7-)0. PEA CRAWL D'DDING ARE 10 BE LOWERED TD CLEAR. SHALL BE 6.OVER AND UNDER P.V.C.PPE. I. ALL WATER MAINS SIX(6)INCHES IN DIAMETER MIT LARGER SMALL 7. IT SHALL BE ME RESPONHEUTY O THE CONTRACTOR TO OBIAN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 10. GALVANIZED STEEL PIPE AHO ALL/MINTED STEEL PIPE FOR ALL • d p BE CLEANED WIM PIPE QEANING'PIGS'PRIOR TO AQUA SRCTON. CONSTRUCTOR. TTERDRAINAGE SHALL HAVE ASPHALT TREATMENT/T OR ME'POLY PIGS"SHALL BE GRDD INDUSTRIES SWAP-AS OR BETTER INSIDE AND OUTSIDE. APPROVED EQUAL 2 LB/CU FT,DENSITY TOM NTH 90A DUROMETER B. PLANS APPROVED BY THE CITY O RENTON,DEVELOPMENT SERVICES URETHANE RUBBER COATING ON THE REAR O'PG'ONLY. 'PIGS' DIVISION.SHALL TAKE PRECEDENCE OVER All OMER PLANS 11. STRUCTURES SHALL HOT BE PERMITTED WITHIN 10 FEET O ME ' I ( SHALL BE CYLNOER SHAPED MM BULLET NOSE OR SQUARE END. SPRING LINE Al MY STORM DRAINAGE PPE,OR 15 FEET FR.ME ME CITY MIL ASSIST ME CONTRACTOR MHO M PERFORM RfORM NE 9. A COPY OF THESE APPROVED PLANS MUST BE ON ME JOB SITE SPRING ANY CHANNEL BANK. CLEANING OPERATION. WHENEVER CONSTRUCTOR IS IN PROGRESS - - 12. ALL CATCH BASIN GRATIS SHALL BE DEPRESSED 0.10 FEET BELOW TABLE OF CONTENTS g 9A. ALL RATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A 10. ME CONTRACTOR SHALL PROVIDE ME CITY Al RENTON NM AN AS- PAVEMENT LEVEL. YINMUM Al 200 P9 OR 150 PSI OVER OPERATING PRESSURE.W BUILT DRAMNG Al ME 5An1TARY SEAR SYSTEM MICH HAS BEEN ACCORDANCE NM ME SPECIFICATIONS Al ME CITY Al RENTON AND STAMPED MID SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC DOHi-O-WAY CI COVER SHEET 5H THE WASHINGTO STATE HEALTH DEPARTMENT ALL PRESSURE LICENSED PROFESSIONALALLOYED SURVEYOR. WILL NOT BE ALLOYED UNLESS SPECIFICALLY APPROVED BY E CITY a TESTING SHALL BE DONE IN ME PRESENCE O A REPRESENTATIVE OFOFRENTON. ME CITY Of RENTON. RENTON. 1. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF NE PIPE C2 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN IN LAYERS NM A LOOSE AVERAGE DEPTH Of 6 INCHES MAXIMUM 11. ROD(FOR EROSION PROTECTOR O ROADRDE DITUICS,THERE t IN. ALL RATER MAINS AND SERVICES SMALL BE DISINFECTED BY THE DEPT O 8 INCHES,THOROUGHLY TAMPING EACH LAYER TO 95 REWIRED,SHALL BE Al SOUND QUARRY ROCK PLACED To A DEPTH Al INJECTION Al A 50 PPM(MINIMUM CONCENTRATION)CHLORINE PIER PERCENT O MAXIMUM DENSITY. THESE COMPACTED LAVERS MUST I FOOT AND MUST MEET ME FOLLOWING SPECIFICATIONS:4'-67409- C3 GRADING PLAN SOLUTION. DRY CALCIUM HWOCMLONTE SHALL NOT BE PLACED NI EXTEND FOR ONE PIPE DIAMETER ON EACH SE Al THE PIPE OR TO 709 PASSING:2'-4'ROC(/309-40S PASSING;AND-2'ROOK/lOw- ME PIPE AS LAID, CHLORINE SHALL BE METERED/INJECTED IN PIPE SIDEA OF THE TRENCH.LL BE ME SAME AS DESCRIBED.TO COMPLETE THE FILL OVER 2.PASSING. C4 STORM DRAINAGE CONTROL PLAN ACCORDANCE NM SECTION LE OR 7-11 3(12)F O NE 15. ALL BUILDING OOMNSPOUTS AND FOOTING DRAINS SHALL BE STANDARD SPEdFlCATIORS REFEREEFERENCEDD IN 1 WOK. 12. OPEN OUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING CONNECTED TO ME STORM DRAINAGE SYSTEM.UNLESS APPROVED BY 10. A PRFCOSNUCYCN CONFERENCE IS REWIRED PRIOR TO ME TRAVELED ROM/RAY SHAH BE BACHFILLED WITH-CRUSHED ROOK AND THE DEVELOPMENT SERVICES OM9014- M AM/IRATELY -- - C5 UTILITY rLAN - - -- CORSIRUCMIN A MIrv1MIIM Al 10(TEN)WORMING DAYS NOTICE IS MECHANICALLY COMPACTED. CUTS INTO ME ESTNNC ASPHALT SflIIMDINENSIONED CERTIFIED AS•BGLT DRAWING DE MAPS DRAINAGE REWIRED FOR SCHEDULING PRIOR i0 SCHEDULING MC PRECOR A SHALL BE HEMLINE CUT NM SAW IN A CORTNAWS NNE. A SYSIHM MLL DE SUNMIIIN TO THE a,O RENTON UPON PERMIT ID FORM SCHEDULING TION SHEET MUST BE SUPPLIED TO ME UTILITY TEMPORARY WX PATCH MUST BE PLACED IMMEDIATELY AFTER CLMPLE TOR ' FIRM I WS OFFICE. WHEY'-FON NON NOTICE INT R REWIRED Pt ACED AND COMPACTION. A ALLPER TN PER HOT MIX RENTON SHALL DE 1O L Pt AND 10 DAYS R. SHALL M PCR CITY x PATCH PIANO O NI 1I1x11M1:OR CORSIHUC NOM PENMII NY TIN CITY \♦EN'1N, p L NI NOT, 1'N1OK ICE%TAINTING N W 170W:IH11f MN CURIO NI':HRIMIMRS. O IN NIIRI Hol S NUT III URN 1111 I'MIR IX MIN f°HUR N,.IICM xOW }�� & POR1�( PGA NN MU/PIN PIA TARDIER, GNINN 1.1111 NM SIGIM SIMI All SEAL Y n 11. IT SNAIL%ME COS IRACTOYS TIJTAN CONS U SCORE ALL 13. DAMN SHALL BE OTT OF RENTON,U.S.C.AHD G.S. WARR DISPOSITION. TARDIER,THE CUT O ONION DOES NOT I. N3 NECESSARY PERMITS PRIOR TO STARTING CORSTRUCTON. ACCEPT ANY OBLIGATOR FOR ME 00EOPROPER FUNCTIONINGOAST AND ,- E 3 n 11. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OMERMSE MAINTENANCE Of NE SYSTEM PROVIDED DURING CONSTRUCTOR. / 1P MB 12, INSTALLATION Al CORPORATE STOPS,WATER SERVICES,LINES AND STMIUNED TO ME SATISFACTION OF THE DEPARTMENT FOR THE w METERS SAKI NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,METER PREVENTION Al OR-SUE EROSION AFTER ME LOMPLETOR O 17. ME CONTRACTORD.SAP SHAH BE RESPORSIBLL FOR PARENT.F ADEQUATE Rpw C� WLRIII� CHECKED FOR COMPLIANCE APPLICATORS,CONSTRUCTOR PERMITS,AND PAYMENT OF FEES HAVE CONSTRUCTION. SAFEGUARD,SAFETY DEVICES,PROTECTIVE EQUIPMENT,E.HEAL S. ( m I/rp I TO CITY STANDARDS BEEN MADE TO ME OTY O RENTON. MD MY OTHER NEEDED ACTIONS TO PROTECT ME LIFE,REALM, 97084-02 11 ALL CONNECTION TO FASTING MANS TO BE AOCOMPUSHf.D BY ME AND SAFETY O THE PUBLIC,AND TO PROTECT PROPERTY IN _Dote_ CITY O RFNTOR,EXCEPT WET TAPS WHICH MAY DE MADE BY CONNECTION NTH ME PFPfORYMCE OF WORK COVERED BY ME BUSH, ROED & HITCHINDS, INC. Dole APPROVED NET TAP CONTRACTORS NM PRIOR APPROVAL FROM THE CONTRACT. PT WORK WITHIN THE TRAVELED REQUIREEH AN AY ROi MAY INTERRUPT A NORMAL THIN ROW SHALL - APPROVED `^.P DIAL ENGINEERS le LAND SURVEYORS Dolt_ u WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND TRAFFIC CONTROL PLAN BY ME TRARSPORTAIOR DIVISION. ALL �m I GmutlIlN MATERIALS T DE SUPPLED BY TIE CONTRACTOR AND BE ON-SITE SECTIONSI OF MESHAOLL T.STA D SPECIFICATIONS 1-07.23. BRH b�M-b l'AST 1500 FIIrl06oEEM'IMI�c Dui < z PRIOR TO CITY NOTF1CAnORi _ - 1 • -" FINISH GRADE 7A/-a- ^ - • 9 2 I GALS V NIPPLE.DIA or SRA.CA PAVEMENT FACILITIES PLANNING AND DESIGN I 31] 76.Y K,MN A-TT • cR cum I V2' I V2' NE Yl TN STREET - - GAL WON / mt... WIL T ROAD DEE FIELD IL I" .'. I AUTOMATICCONTROL VALVE rNNN GRADE -9462500 80015-A919 rNinu / _ .AV .. .. .. ., .. _ r G• ecv�i+EKpw ALa. Ia+ - -- WECT PE _- - - 1 E D TM IVY _ ]A- _ II- E•0 w PR , -- ALL NortOOTIERRu.9r I1 G•RN A rGRAVE TEL I.•�, RC LATERAL LNE N _P EAGIXCORER°i r' CONTRACTOR yT ( - PVC 9m'ELBOW ❑ - • LETO,AS SSROO. PSANE DxrLerE ® STORE LAND.OROS TRACTOR RUTYxEVCOa*RUCiRNI PVC URE .� L.uroroT CONTROL WIRE LOOP-CONTROL ORES usw I C 0 e I 0 RATE OIIX CORER TYPICAL AT 4 ; REnN W �p VALVES CwIT C.NIOYCK CORER RECURRED PER CONTROL _`_ ❑ / \ •. ' • `VAL 4UETER A VALVE•WMA S.CC THREADED DEDJ JOINTS s ONE r iHVLErE OTHERS aN -- rA 1 11' U vAL VE PER VALVE BO%sEAL 4L TwEADED ANTE saw R O:E LIFO ❑ TEFLQY TAPE ON nKE THREADS ONLY ❑ AUTOMarIC CONTROL valve TYPc2L FLe7GBLe F7SeR T� (' --- BUILDING I, JIALLIT411111 • / ,• . I IIIIIIIIIII III Ili INI.GRADE 231 ARCHITECTS,P.S C. "E"' ©I ___ ___...`I EXISTING I /]'- VALVExASCPIEDxEwTypLam ❑ R`LW'rN'ffTER \ ylpC COUPLER s /// I/ I VERIFY SIZE 2 ( ' PRIOR TO (]]piAKEES STEEL CLOTS I. INSTALLATION R•NRr COrER t- -'m STAKE Vy NIPP E OF SYSTEM• --)0 RPVCDRPLE MY ANi/ ' I I ' C.PIESNSE MAN I �� DRUG STORE T DOR DOL�QYWTH I• SIDE ELEVATION 13,555 S.F. ]I w _ -1 i"""K DD RER • I Z m.o.PVC TRIPLE BONG ANT e • I W Ptc THREADED TEE AT MAINLINE 61t 1) NDIE ALL TER rITTNW AND PIPE II 1 o TCONFECTION orobICOUP ERE �Q SECTION T GwDWr MAN LNE • �" • ; II C3uiCK COUPON& VaLVe/TRIPLe 51nANG 30iNT a Nr9 i A V KNWALVE BOA PER SPECFICATIC. PVC BRADD =II ER W FEIN+GRADE CI COR Or M N&VALVE EEE AN A SCw SO NIPPLE D TEE __- /�1• • sH GRADE VAL.Box ( ) I VI"' I" I Ca+PAci BVXPILL 5 '1 - APPROVED DOUBLE CHECK VALVE PIPE SIZING CHART 21.1 01 - BRASS wION.TTP I• GPM PIPE SIZE • LLOCKNG COVER rSN WrH 0-If-_- 3/4 4 __ I. e)1 y _ 1. 1' I _ i�_ FENS.GRADE • 9 15 ,.' \ 315 - ' VA' \ 1 •� 1 n BRASS GAT I6 27 1 NOmH ly'- ] I •23 35 1 Vr J/\IRRIGATION PLAN ! ,,,c_I. ► �_-. - 6. 1 I i! 1 1- EFL SSUAW R 36-55 2• 11.SCALE r•E/ IRRn n. A CONNECT-�`� • If NH _ SUPPORTBLOLK hP IRRIGATION LEGEND NOIE. ' PEA GRAVEL DE, REVISIONS tO ALL AMIEreLT N ACCORDANCE MTH CIRRIE 2 OTT ETA.OAIRJp CERTIFICATION AND SEAL _ _ ST IBOL MANIFACTURER MODEL NO. DESORPTION GENERAL IRR'.I(ATION NOT€;� Dera;L ooueLe cHecic valve A55eMBLY IN]IRbrCERT..THAT Iw --- ----- -- I. COORDNATE INSTALLATION OF IRRIGATION NT5 Pw oa O IB EERIES I-PR Rot swan HEAD-••PLASTIC POP-UP 10'RADAR AT 30 nI,STANDARD NOZZLE,INSTALL W KENEDLE RISER SYSTEM WITH iN$TALLATICN OF OTHER UTILITIES.RAESIE,U wAS PRP...NE OR _----' -"-'"-"'-- �- -- LOGATE AND PROTECT ALL INDERGROUND uNceR NE ONECT E,E Q RANDIRD STRIP SERIES IeEE bran READ••'PLASTID PlAG•w AYB',Alum'AT S•PM.SIDE r END STRIP NOZZLE.NETALL W PLEx RISER UTILITIES DURING INSTALLATION OF IRRIGATION B SLEEVE UNDER ALL PAVED SURFACES SVPERVIRON'AO TEAT i AN SYSTEM ARCHITECT ON ENGINEER Ilk B Ell RANBIRD•SERIFS PR TOA D AD-•'PLASTIC POP-UP.R RADAR Mr INSTALL 30 PM.LOW E NOZZLE, TALL ON FLEXIBLE RISER . UNI ER THE u I' 4y OFS • o atRD o T. COORDINATE ALL 9LEEVNNG THROUGH WALLS STATE WONINGTO AS - VI_IabFR 2.IRRIGATION STSIEI'I SHALL BE INSTALLED, L T, - ERNEEn er ur HAm Oro • B m MdRD A DERED T'11'R 0K 6..01.05.1.40-S'PLASTIC POP-Ir B'IRADAB AT 3m PM Los ANGLE NOGn G WT _-- rE�HTED.MANTANED AND GUARANTEED db PER COHI'IENCNG CONSTRUCTION. RN -- -- lS NS,RD B MIRES PEB AWONATC CONTROL VAL.-RAZE AS NOTED ON PLAN SPECIFICATIONS, II I INDICATES'VA VE• - 'TORE E TRF TO so PEBCO - _-_• D LL m.o...0 VALVE ENIL4 CR DOUBSOT N CREEK SO SWIG NeS0) LMICUT PROVIDE] 3.BETWEEN 30 EXISTING A N CONTRACTOR R ORE.ROTE ��� L IDS - WDKdTEO y4PL O5i EX. � NG NB 4L dIICK COPLER IJOWSTIlAn OF pdbLF T:KCK VALVE FOR 9NrlPoLTKN. FIETU.EEN 3p AND 35 P51 TER SHALL WALGREENS STORE Ly RANBIRD EEP-N.xl• s STATION (/ SEC Sunset Blvd l NE 12N Sire.,Naman,-__-WA- AT CN CONTROL ONES EDIPR TOOmV AC.SERVICE. .EOLL L 1 MOH CONTROLLER LREE LLERTHwOICHEACHVALVEBoxTOTW[TrESTBOx 4.LOCATIONS NDVALVE IRRIGATION N ICATEDE.LATERAL$, \\ RWA E"""DTau PROM CONTROLLER SEE ELECTRICAL PLANS KISFY LOCATION SLEEVING AND VALVES INDICATED D r� ERR..PETER DRAWINGS ARE SCHEMATIC ONLY ADJUST - L'9 LOCATIONS AS NECESSARY. PIPING TO BE - RICHARD WARD ASSOCIATES eFm KOT: 8CRE-._.. O11A`MNG NO LOCATED IN PLANTING AREAS WHERE SUR Of - ----- Pro 4AM]MA LATERAL NATLY LSE-R•FIBS COVER-RAZE AliNOTED BELAY INNING.PIING. LANDSCAPE ARCHITECTURE 1 POSSIBLE. sae PLANNING DRAWN BV. VC SLEEVNO.P CLAIM MC MN RAZE TN.INSERT PIPE DIA.ALLOY!PACE FOR DER. -_-_ //y�Po��/�// Cr WIDEN DESIGN VOID PLOT I •1 5.MAIN LINE SHALL BE BURIED TO A DEPTH OF IS" /•" AY L��� 190E EAST ALONE DATE. ARSm L-1 PVC 8C0 40 MAN L.IS.KNEE.COVER-RAZE AD NOTED BELOW BELOW FINISH GRADE LATERAL LINE SHALL BE MOON 120 EED SB S.S atne.0HINOTON 9A112 GIIQ GOR'LER-RAMBSO AALIC.T'WTN LOCKING COVER BURIED TO A DEPTH OF IS'BELOW FINISH CERTIFICATE0.29] WED 320-2110 CONGTRICTEro]N ) REVIEWED ay. _...- __ _- -__.._-- __ _.--__.__ ___ ___ _ _._. __. GRADE • • O O 3 � DR•ANROO RNI•0 OTY le/Meg/lee¢.> 4* DO0.1011 //..��, DE�.,orl blTt aaxrwlloF •ER. I /`--')CB,.a.0 Gae/.1LTIHEN w0Yx[STUDS /8JJ V r*L SCORN{S"Csn!.DI TF0BY,ON. OO N:CESSOG (TO5N*Ali PNYWG)- I u'-r Ir-d I I U [ %E c*ENRM 5c0GNxA1wM.5[nIw N w11 FACILITIES PLANNING AND DEERF E 0GN K ) PIECES OF 3/E".1t"PLY OOD S J 1010 MSwn 6 pK FOR Slp[5 w �[ wry iw n ED CONTROL L-• 910250D200 WILMOT RG� 0pp1}MIB I I I R00 90, T-o-wOE Tax,aIVID T2 �t wamrw rN.LTFo1NA. 1 • %1SNNwLLY%MUM SM. ,j(� I• / G� I I.C.'.•rwil,wlnlN ws.clmERtD a 11•./.I I(N/,t H Jrwr wwlwn Ix OM w r Dv (.)rwl kluuP WA.. PROJEDn•wwDErerEcsrwrown CT TYPE //' I__ 1 __.__ Alt Goo ASH Exurnuxk IU If MC1mO rEAW MU trYLwxC laN'NL1k CU I:"••,"vT NNL LLH aI[1N11 RMw CJ awLNREewcokwllT•Nr �; Ua • DDo11/u l OEIMXT x,INS Or. A)I OF ENIORIS x-a' 1 Cr.TTE5-SEC/3J DEMON N1FW 0�am.AI ENTRANCE ii, WIOCORDSraII.r+T•Nr (� -I-_._.-.- •.�.�._^©_ • _� ! 8 uwlw,w FRANC-Ill Sn[CI At.J V'a ECU1wIER..BI,WwOR.FULL IENGM � N RUSICR ' COX(IILL IIOAl1111YN01®MIBXIILR `� -_�- -� • I I l�cuD AI ENCIOSIuk to tr-a-el I <IT Nrote KIA1let v1O me ; OEIAES.YE Sol M (y L•rnLarosearFluerDA I 1 5•-J J;.•E._�- I j{) I I-'7 I I. a, E s»I'TR IaT. �-/ n, I.cH STONE Dummy oDI•TwcTNNI I e'5 I I .. -- Iae•lxxw S)'*OLID .G m� bCM TOP°r' f( I 0 2 0 4*J Ls I, CEiS ODIER wTH. rE WARD AI All OUISrc S N "'W ad �, I HEM:HI s Rfauw[D' AFEOOELNO. ..❑ II 1 - _n M I Y IIIIII MLN.,MxgNND wllS' �C 1 SOW , 0 11M Q � 611- �_�. 1 `w�������_. w ,..._.:__� «. _ _. !�Cv,TrEE rox �DRNE NM)) rl Pro R • �� �yf•` , 1 (YI (uJ .;� I. 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I t } <I :' Ol ��, .r1D1Nw , >f -.N DID ( ) r.vo DI FOR s:;;,� �c-f�e „. .�1 c.;0 -- /.,,•N„Dw.Trc STRAND Gv,r»,T x r w"""uw'.r`m:n x ON RETRIGERAION R Tu RESISTANT rttou Ce ,"ooN { 1/ 'J 1-o• _ <jllw''',"n Iµ_.'," I C Ptlt .LOA J]CLLAR•FOR Tutu.NIT'I T µT(PLu'0 PC.F u Au1, J/.•, ,1/. y AL O'Nxa»� DECIT w u,,IYA[ I Cu.G R/CMDRCOMM,RACK 10 WINDOW uL swR 14[Pump. w p 1 E) _ • e 4.4940 DESCAV ION • It• _..=Y ( _._._ { UFLOOR SLOPEHADIACENT Y.LHw[ni 10 O ( IRE Ak l•�.CE p1 fP�OOw SxNBOI ]SU NTL SOUS.2A'DC.YTO ROW UECx �--- -- ---- =I lil N/A4. ()DOWNSPOUT CWOMT[ ()DOWNSPOUT 10 5T N%MR E P b%CDRED 10 ROW IRANwG)wTN a"Lw5 ,,-,i_ --". I• � j[ s1EtL co �HPOCCD w 54E5 1•11. OTMR 5.TO ROOF N CWNTY DOOR AND re. V /S flTw FLORIDA GU... /• 0 REMOVE U W ORIDA LOCATIONS..BETw EN GENE.TD P. I I ---- ...,/N/A r ]ftl'TAMpm, NI4,w1 MO 1 wDx'ULC'N SNITS AREA ON 1M,N,KNITS OI GAS u I 4 I I uNIIMi«AD:�" s9�x.C.,,MO ,.IL/, `N r(sIE PLIN wWCS). F PACxw DR10 NOP Fwwn41 W r.:/n' I I �. 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G.11 fM1 SOX 1D LEAP.PAT -_-F y /- tJ �N/• Q r-a'INC.$CfFII , 1 y .T-a/si.25W NIL SIuDS SECT/RFD DE. . c ' .e'1� t~a -r !lam 6 ,.CN..revs C�'/Il lux.L YF wirRwx AxU[xN xp)R AND'Oln[H 10 STOP Al CCN wG O _ •—;^^- Ti 1 I LENFRN s.I FS I ; <) (`a-'/)N/wA1 GFFFHS �i)k/A " "G aI/e' H ONO Bo1n SINES VP w S. p. in A II I I _ DRYWALL C,Ya _,- M n1DwrE%wwGM1CU1waR,y• >,• o-lCwlElxWL;korlClMIR:lP1AICL.µLLO+ I I i \`I'01. AL OPENING w IJ/(L)11'L, lUw ,e)) HCEmkL H II� I I I �Ff)OxE-EKE wA22 CN•YPGUS or� w•L xrxc QwK 1xNO.,UE• Pu1fOPN IIAx I/3'BE ANO/OR ARE SE TYPE PRO/10( BwLON,G FLOOR SuxROUrO+IG PAHu[kT SINLL BE II li I I U6NUD SIE1 CAPN_OED MSN 3/I 1t/ SLOPED LIP MEET M PUTFORTA *Tr .6 ' I -__ 14 I I [Cl).16 v I.STTOW° Sp" xDSDUN u. C. ..I .I o dl__t -A wN .._ R n�i I I I (� I •V I I 'WFI/ _ P.A.rl*50;000111E _, F l� I I I 't DTA s .N1- ruR1y . l I I i .12 f.: © R I I i a l")- _ �-y}•� - i _ i .. .,< N No. ,uly,i. o oE.Dslnrl_T:DI:. N+" ` /t(1> 1 i (1,:1 �\ 1 i• „ REVISIONS -- (/J I -) . i �' i 'V I t 1 T CERTIFICATION AND SEAL �N _ __ Ea TAN Al li-tom I I I Z Ni AuPEIMMor.Apo rm.-arE-. ^4r-® I I •�.\ Iw„qA m aG j..33;Y� `i ' I I \ ^^^I - :,f 1NRw....PArrs 8«: •,"1 W 1 C A_1:.,m ).o o, ,1 m :r 1 .ro __ =a IwoAND_. I I i"\d• PASSAGE_ I' T • WALE RREE NS STORE DrrET -III01111 RPM I I &,'A \ '-1C) / T* _ '��'t'"- —• •f- • p�E r Elf!- DEC Sun.' A N 1201 SPAN Ra1Ep6 WA '�._-_ _ - N orK wl v�_f. •^ _ _---_•, !i-_�_•.__-T` - OIIANwmIE r r r N /� // \ i t}! . GENERAL FLOOR RAN S SCHEDULES I /�S -Tv-OM; b �.. C J .21/21D.4, _-. • .—U.I___„_,..- • fI OD PLOT: DRAWING ND. ._ F., __. A _._ .- Ia a\-,-` I-/. _ -_ -,- ,••t - _Al. , IBaND,i IO1w • ..• _..J _.—I �• Scut.Ts.ri_ i-- I -- --- -- ,. �--- aV PI ..1.111111.4 A.,1,xn.nx lANn wlrwux Aw+^u xYN,r ru�1,1 w'1 a AI - -- -- --_. roW"W.- I _.-t • :)N WAD .11I1' 7II 1= -� ,, wwx„� Al.1 -� _-_�-___ __� -I —�_______ r� -(- �'iy y,,Lw Mn ul�x+_1tiO11t4NNxIRnxIwA1i AAA AEI.FASFU TO DATE_ l=-1 (:1 N(RAL F I OOR I'I ANto mrrTwlcrEEF REVIEWED pr. I/s T•-0• CUN-I .1.N,w-.,t J ____ Jon OF. DAMS. -- ----- -- vu 12Ax NRw,Nw s„ux w +„> APR-12-2002 11:54 FROM SCONZO / HALLSTROM TO 14254307300 P.O2/O3 ��J AN.1•IYWr. IOc n3.^,(.Bfi r TOP arlClE SEE ,/-0SEE t0m mow- OMBto/Ali ,V.G. 1 _1-1.e.r '1 1 F. 1 0 • V CI. /-0 'I ISIGN 40UNIIN1i �-� ASSEMBLY. MI OIINI 1 I I i :2/AO.1 r v. ;:. . ,+�• 1,�� \ -- O SECTION I � 1 1 a. Tom' S TOP E TIEUS ON ANO CAG ,; I arr. OET,dL IO/A�,+ 1 ELEVATION I/4 - I•-O• n ho 8:. 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S N lb it 1411112e1.441' 4, / 1 f dr MrSID Viewer APR-12-2002 11:54 FROM SNZO / HALLSTROM TO - ___ 14254307300 P.03/03 r _ cv. p f/1. r^' A T 2. o plr.INI 24 Nouns v. 11 I UN 1•.WFI T1'PF. I .. .. 'pafN 9A HOVRS": R J/A•A. r 9y-0"W ANO 1 DRI' -1I RV DW4NMAI:Y: R J/a"H.X 12'-6'W. F—• <•::'�"� �'-�' MEL' IICA u(Otuu COPY. TYPE-AO FR 1 -p' a e !i9&iii6ira . e �d9i n zf'�o,1 I&_If- , - ,...[ 'DYNE-THRU FI.4•kMAc.Y"hE1 V5.T1Ca CONOENSCO CO?*: 9 C:1GIial IF TTEC Type-eO .EICNr AND 12-10 OvLrrMi COPY ENCTH. F.Q. IS.-Y -. ..-. I I � , � fJpEUd ;�k6 HOURS AIL. , 1 PcaARMAC:v ØCLEVATION •DEoaf;: B J/aH.ELEVATIONSIGN LIGHTING VA• A: T'-0- AND PHARNAC�• B J/A n. X 6'...$W. T1PE-CU CD 1/A"- 1•-0" HELVETICn ED7 w Celh. I `5/ MrAnrcar110or AUNC1gN 4l.r /7_ .-:.- - WM:otoN NO NOI,tY �-, �7. f sr .X'eN COCA..• 1/�!/ /���J,cy�tt rilovioe �� or co fin Arc to OortOH �I �,,,�� 6 �?„'ll'CS`G�' ACCC::f0 1In1NG. CAAUWO e1 111 IS tbInIL:11111UVUf:)c U Roo iiIIIIII11 tcMNtuIDN.. ',rye ,F'll pATA TIAADuIT cLC CIOI,ifr Ia roAt+COWwt $cii tj 5 1" O:1 Al LEG.OCAwNCC. I il" .. .V11A1IMACY HELVETICA MEDIUM Cci.,: tl' ca•ITAL LETTER HEICHT ANV fl'L-OCI scrARAR pm.W0 YVWEO.40 IlsOMICMT:rlu IVNE AOLMMPL 9`-+nV1.11A1.1.COPY LENCTN, INNATE c.OUNO OONTVCTOR IN COWYN WOOS(FOR CAI:TIMC OONAp1o.:,:cc AMOPEI. ALL cvnbuc ooac CANE cc rAOAOtO w/C Or I..ACN Aaevl CABINET ELEVATION roVNOATiN Fos ANAL COnNLC1WN-B4 SO:OONTCACTOI.ALL CVMA•LTIAL:TO ovN coNoG.0 1/4. .. I•-0' ®CROUNDING DETAIL KEYED NOTES I \J ANGLC 2'X 2'X I/4" BOX'VAMP. to (2) NE'A LED REAOCl UOAIIII PANELS MOUNTED ON EACII � r� SCE OF THE PYLON. l'.:/ I e (D ANGLE 2-X 2'X I/+'. 1> PRIMARY 9GAI I•AN:I. U� I/2•quufTER SAC ROO. co)Y■ :1•A 1/2"CAP PLATE. O e X a'TUBE POST. IY 7"OL1MEfER t/•'CAi MAIN RINGS. U 1'X 2'F VIA-STEEL ANGLE FRAME rON L.E.O. SUPPORT(S rAVA t.f FRAME SHOP oNGS)• 0 (Do .l'THREADED ENO. B"X 0'x 1/2"STEEL TUBE COLUUN. U 1 1/0"OIAMEILN AN01OR BOLTS(a) REGUICLO. I Il 11 0 co.Of FOUNDATION. is,) TrR 18' X 1 I/a"STEEL DIEM MNhX. -N_Non, LLI phut. (a)(a) I 1/0-DIAMETER ANCHOR BOLDS Wu11 J/R"STEEL S! N/A. MIRRONtU ON WASHERS(TYPICAL) 5FF DETAIL 17/IJ.1. U NON-SHRINKING GROUT IF BASE DOES NOT SNLU WAKEN. OTHER COLUMN. @/6 BARS TOP AMU BOTTOM 11'0.C.CAC WAY(TYPICAL). TOP VIEW DETAIL. 'l ® 3/6•DIAMETER na.ES IN EXTRUSION ran Wm'Bars 1 O 3'- 1•-0- a 6'X 10'ALUMINUM WCBTHERPNOIIf BOORS(TYPICAL). (TYPICAL). 11 18051.4e 10' ROUND HOLE FON 1 1/R DIAMETER ANCHON �G 2'X 2'F 1/A'ANCtES EACH SIDE WIn, (2) 0/A. °R0 5. (A)WITH J/8'STEEL v411111 S OIAMETEm IAy26 BOLTS. BOLT TO EXTIUSION ANO fAP PLATE BELOW. 17 2 I/a"ROUND HOLE FOIL CLECTRIGAI COYOUII. �!A.\ANGLES 2" X I I/j■ I/o'EACH SIDE BOLT TO 2'X la (AMPS 60'TYPICAL 13'ON GENIES(ICI NCOuIBEO. 2"ANGLE. A 0 y /Z_ ANCLOS 11/2"X I l/(' F J/I6' V ` O SIGN tACI.. 1 I O LEVELING NUTS ANTI WASHERS. O BREATHO PANEL(COVER). /�� COLORS S1I UCTURA(. GENERAL NOTES �� 1, Y-n• ` ITRUf iVPr CABIuET'„/I:r IaIINLNS:PF4 BARN PatIMTC 1 ALL ALUMINUM SURfAC('S IN CONTACT WITH STEEL COWYN$: DM1A tlROr12E ) SHALL Nrcrlvf. ONE COAT OF BITUMAST C PAINT. iACES PNwONY►ANEI: 2)ALL 51NU4TurtAu. STEEL SHALL BE*Soo A-.)A. O PL2N SECTION uN nPNAilE11 BEN FACE.Min Al0-1! 3) ALL STRUCTURAL MIL"W 1, COMPLY WITH THE RISC A 1/2. - I._0_ %ANIPNAL RED' NCXPOOUNO 18lu-l4iRST EDITION. •owi•NORTAR NO TOTS *HITE:TARS MANUAL. LA ANC CO"Y. a)ALL STEEL SHALL Ill ONE SHOP COAT OF SUSI ;AL NOVA AN0 AMU:SYNBOL: INIIIUIINE PAINT. 1._,.OM:RALL 5WB0,16:ICN1 AND T-0" S)TOTAL SICN WWGIIr - 0J00 LB. (INCLUDING AU. ONEaAil:wA.I WIDAI. YIIILCTURAL SUPDOST A MltlI45). la 6 "WALCOECN'"1CILMUEO SCPtNr Coot: 6) DESIGN WINO PRESSURE - 30 LB./SO.el. 1B I/8'(ADITA.AMU 11 2/6"LOWEl CASs )) MINIMUM CONCRETE SIN;NGI'n TO BE 3000 P.'a 1. LETTER NUWrc, Da 1/1"OVERALL COO, B) I:EIIIaOICCCMFNT STEEL.TO BE km,A-Ctt CR NO. HGCHT,IV-0"(MAUL CUFY.ENGTN. 13 9)ALLOWABLE 501L DNL..tiAr )SOB P.S.F. LED FEAOERpnAOO PANEL: • TWO Y'AGIE-.ACW CIRPLACS.CONSTRUCLLU IS) SIGN AND FOUNOATION MUST CONLWw 10 LOCAL rPON MDNINAI.II"A 11•FTANOAAD ALL% BUILDING COOLS, WINO AMD SOIL SEOUlONENT-.. you are LEu PIAELS. TIIE .a Ire CANNEL,T3CNT ALLOWS S UMI oe To' ELECTRONIC COLT. ir. OPLt'N SECTION 1/2 1.-O- TOTAL P.03 fQ:IMRSIDIDATAIRENTON-3.SIDJ Scale 1:2364.066 Iiii . ... ,_ .. , • , . 1 ,-.. . r ., , „,,,,-- sii — f 4111: t.7. _ i „ , .. . , , r _ ' — v V.VI r,44,77 . % is 11 1`4' 11 r— /� ,�' 4` sip. jr t t 44,Ava 1 1. - el '''"i P i SO ,, s ,, -, ...— • itriampril# al - r • 4 i, , ' i t iii Ma I 14, , i. pi, LP 1/1,.. 7 I L.". ti 6:419.! '.4,, ' Mit 4 I , Oditall.Mo:•1211111) 4Ar 1 '-.1 . • lir. MrSID Viewer .LT- 0 164 CC ,4 ,6tom~ • •.f ti4 a.1 = °Mier .0. * f • �'?D� / / FA ES PLAI.NINO -yam_/`—/-ice/// / 200 WILIAOTRWO DEFAFIEID,IL NT;10250p II016detw �� d . Q PROJECT TYPE SEC Sunset Blvd.N.E 8 N E 121tT Street,tiENTON WA """ ORAM.w.wCRG1..11 ❑.yn®rmwwwwr 110 4 II.,_ --/ /\ Lomas=war er ZONING: CS(CENTER SUBURBAN) a n f�� m m.TRUC11...KILL.AUTWOIMMEIt OCCUPANCY: M(RETAIL) , — II' 11' o— :I— ®Ielnum.POIRR,naR Plwrw.Pmw,.¢Ro,4 _ STORE NEW CONSTRUCTION TYPE: M-N,SPRINKLERED __ o-� a`� - NE 12TH SIRE_ _ _ WIi�.rir� BUILDING AREA: 13.555 S.F �fl .. I Is — _ _ -0 ••) Ne wJ'x waor.TCR ❑ \I 11 I LOT SIZE 65,657 S.F. (1.5119 ACRES) _ —0 —0 -0 — Pna ❑ lk■ I II NPERVIOUS SURFACE(PARKING): 40,911 S.F. El TOTAL IMPERVIOUS: 57,015 S.F. ' ^� b �� JNJLLf,1'■ MAX LOT COVERAGE: 65% a ►'. '�F p FRONDED LOT COVERAGE: 20% /' rg' :-� t, I U I �� .® .Acwrt sles<. I AMTSfAPF RFOIURFMFNTS- I• J vir. ❑ Rm+.., 10'PERIMETER LMNOSCAPE BUFFER REQUIRED&PROVIDED / / Rx ;'•`'.:' 'P N >? ��F ❑ INTERIOR LANDSCAPE REQUIRED: 5%-2.094.4 S.F. Ta.w _; w .I LANDSCAPE PROVIDED: 3,404 S.F. .F 7 w , TOTAL LANDSCAPE: 8,822 S.F. / / / / Ttsww WA • V "" r t to-t I PARKING REQUIREDFYTS• / / e4. t C" 11 a a I PARKING REQUIRED: YN 4:1000-55 STALLS FA Ak MAX 5:1000-66 STALLS �F,, �pppOp b ° ., ) PARKING PROVIDED: 70 STALLS • pppryp .R,.wRP STANDARD SIZE STALLS: 9'%20' t.orw.w ; .-' l MAX COMPACT STALLS: 30%-22 STALLS `• -f pppp9,J5c4J:;1 : ® -[, - W66.41p'p0�4 COMPACT STALLS PROVIDED: 0 STALLS COMPACT(8.5'X16') `\ i DRUVE-T1NU PHARMACY ADA STALLS PROVIDED: 4 STALLS(9'%20') `� . .p 111 MNC HEIGHT' } ma./ 'J CDIIM NIIYRFRS' a 0NO�°Mt ;/• PROPOSEMENT SIGN 4 •• // �p000�0000000�� wow OF RENTON HIGHLANDS NO.2,ACCORDING 70 THE PLAT THEREOFRECORDED 2 y Dri/��y 11 A IN VOLUME 59 OF PLATS.PAGES 52 AND 53,RECORDS OF KING COUNTY. b I . ! . V V 11 y WASHINGTON: �T EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: n_ YM61ED F(E•Rfl9 `. vs9 _ COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE 1177 P iT SSs.� PP NORTH 35'42'00-EAST,ALONG THE NORTHWESTERLY UNE OF SOOBLOCK. - tt GI1 1111IF1111w11(.Y n 250.00 FEET; �.. THENCE SOUTH 54'18'00.EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; A� _ Il. THENCE NORTH 3020'10-EAST 128.45 FEET; C \ jf s'cr,r —_-----_-- ����� THENCE NORTH 3 TR'0T•EAST 70.00 FEET TO THE SOUTH MARGIN OF �' 00O` 4/ /-\j� I r I r 7 - --- NORTHEAST STREET; THENCE SOUTH 8656'S5•EAST ALONG SAID MARGIN,31.57 FEET TO THE �� , `'L Y '/ / ��J'•�-� Ca TURF. NORTHEAST CORNER OF SAID BLOCK 12; • THENCE SOUTH 0008.15T EAST,ALONG THE EAST UNE OF SOD BLOCK, ��_�—_= / // J I 7 PROPOSED MONUMENT SIGN 129.37 FEET TO A POINT WHICH BEARS NORTH 74'38'49'EAST FROM THE aT TYPE B' TRUE POINT OF BEGINNING; ,,, 46,.. - �� // THENCE SOUTH 74-30'49T WEST 142.69 FEET TO THE TRUE PONT OF - ' g REVISIONS BEGINNING; A/ q� ';- .. AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: .r 1P i}, �j I1pN NO SEAL J I Gl wMIW.wT®aTCN BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12: 7 \ I" l!/jG 9 . �Ma THENCE NORTHEASTERLY.ALONG THE NORTHWESTERLY LINE OF SAID BLOCK. � .y� I1 A IRO.MY AROEV Txvlw 150.00 FEET: F/yb •. .. '�(.I. u I u AmIRMICR TT�.n THENCE SOUTHEASTERLY.Al RIGHT ANGLES TO SAD NORTHWESTERLY UNE.A r r - SOR WON. PERED DISTANCE OF 100.00 FEET; I RATE wrT ,01'iPv.1A111 THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY UNE,TO THE SOUTHWESTERLY UNE OF SAID BLOCK 12;THENCE NORTHWESTERLY.ALONG 1• •� SAP SOUTHWESTERLY UNE,TO THE POINT OF BEGINNING: ", . 1�1��` 11T p AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: I .�1 Peww Tm. Rio ..----- COMMENCING N rlx naeeTw AT THE MOST WESTERLY CORNER OF S00 BLOCK 12;THENCE ``- .. WALGREENS STORE SOUTH 33'37 27 EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, ' SEC 0W..61.0 a NE 12N SAW.RAIbA WA 103.05 FEET; ^'1�w wAm 10 i ARAM THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE a7 I Yw.w.maa RIGHT,HAVING A RADIUS OF 485.24 FEET.AN ARC DISTANCE OF 3.84 FEET - I 4 ROEP AN&PWD1BOTOATA TO THE TRUE POINT O0 BEGINNING; A MO. CAW PIAC wWETv� ORO1W10ma THENCE NORTH 35'42'00T EAST T T8 187.75 FEET; 'I`aAa As""0imr 10"MOO THENCE SOUTH 5418'00T EAST TO A POINT ON THE SOUTHEASTERLY LINE OF ORAWK ro SAID BLOCK; THENCE SOUTHWESTERLY.ALONG SAID SOUTHEASTERLY UNE.TO THE MOST SP SOUTHERLY CORNER OF SAND BLOCK; S.E5 TO GATE boaoa THENCE NORTHWESTERLY,ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, OOISTIwI TON RLhIM=R': TO THE TRUE PONT OF BEGINNING. • ,,we I1F-owWa WOE PIN APPROML SINMTSAL-L71163 • ©1 ® c7 El El 43 i/ E FI El Ll ` 111474404100 • 1100041111 u v MAGI-fl .wrMMIER ME --0• Al IA -0 — — — O— — — - .N.I�E.eE..c.T II IMAM MISAMI KO al gr' .4•141 ..,AF01 al rroVt: AL...ERR:ER OMR!. mr DERIARMICIMMER AL S:;w',,.� .... �.. A�•i`•!<�►�' �' __.• .. ■w•n1..alRwaiR p1...Ev.....1e1w. STORE • / qI���2 AEG IT ►►►����• i.�,`'�'I t A Il W wa.r O ,II 11 1 / /Q d/ :c : ; o: Ill• E! /// w ■,an.+�`� , pp c■ LI b .P I W NM...... ■ NORETS.S.S.C. WO . / / :• • • •.0"4FAllO Eil, 4,:,:!i'pri.)4". . • .,.k.gp ',.1 /. 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WITN.• • �J M -\ I D SCANTY e.SOTTO+Or WALGREENS STORE MN PLANTING,PR TO ALLOW TOR ® SEI:.IIMIM.E S NE/EE1...K Ronk"WA ROOT P.NEnuT1ON ammo was PWCCIIPACT 0'MN� ~ T vOli:e Etl .._.._ _. _._ Ri✓l/tr_iJa r[�4 RWA DIE/Run ./,y...e E11M9 Na MNPIM ROOTBALL DI .i71CHAAO V11PLg0 ASSOGATE6 EMPLOY: o- TYKC.BL DeCiDuouS TRee PLaNrNG De7a;L MEAREITO �E a L EiW. wr.Vm. ..T12 Do.lwxTbN elf: ♦ 1 t�l EDe.OEY YTO - .+r' /r-- 'ilr �G -a� '`y �r/��' �� t. ^, ':6 �t (/-��/.�, J{1{! Q _O � nJn�f nn figrnrur.ie �. .. `,, `.04 16 e 7 " 1� �V e !�'E` M I •f i r g LyJ ®e fl L'' L. / i Y •4j " E I pe �17= it et A S� ,, N � '. ;t' . '11 " n� IIn•o�� .0 IEVt', g:''' � I 1 N�1-�'e_SUNSET �.' 1! B till'�,\A•,.., . _Gl�>�'''"; c a�'� _�-cr E , ��f : ,o __ ------1 Lila , IA tiJ ;Up-A •.¢,.. "_ , S�,a Hcgnlo•a. 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LI-• ! , - 4i0 7 i--- : k‘• ---- 441:Crigosilill u• _ L._.\ ._. .‘,. -- „ttf: ._ ,v6_., ----I , F • ..._ 1 03 jji R4,8 . c:), -- P f -- - P -- ,k . 0 ...4 Q.) RM- * o / -f- 71 • ----i , , = R8/— Ekrin -in:"\ 4-4Ligiu ---11 I lii: 4" IL(P) . . CS 131-..--: pli ' ReiH : 1111 -, i NE 4th St. ---R-8- ----' ! . i ric4 ' (---,.....„ CA F5 • 16 T23N R5E W 1/2 E5 ca0 SY 0 1 . .1 6\t' ZONING 1:4800 i * ..'M + P/B/PV,'TECHNICAL SERVICES lb— • • 9 T23N R5E W 1/2 i tN,c0 01/18/01 • EXTERIOR DYED NOlEB 7A)-n- DCscRvnox {.VLi_-eg 0 ury SITE WILLOW 0200 0*SONRY(MRU-.Au FACILITIES PLANNING AND DESIGN MORTAR.)'FROWN I.IECRAL IN200 WILMOT ROAD DEERFIELD,IL jODI THREE COURSE RUNWNO BMW CPU(.TILE RIME NT- O-]b00 8001 W618 GROUND FACE) PROJECT TYPE ® 0fLuST MEIN SPANORR PARR TO ANTCN STORE co,,...............,..„, ' 0 0 r'C' r1 I• >a �"/ 0\ 1"1 I '0 f Y•�__ _ti p� _-- I� oprompossmorrAnoor me • Oi PxENISPE0 swRT BERM COPING. AUEl. CONSOLTANT ` .DTEOGIIRN MEY: wenuuwloiN,alndnunulmw�uu}64upitaT:s•auNNNll�pu umajoneuaOAtiulumlr ituii nea _ _ O N/A o,,,,,,.,,,,Nn„RAG,•„ n - - -_ > i''i-'l L - = I I .'"-'S YAP'AMC sEE OETKS W sM.A". "'f" 4 �s 7 11 T;R s - _ i 0 __ ®u naRos CONTRACTOR m.wlE+'eaemueruNN m � .•.. -- ;- __ , } Aas a SNEEviM'.AiJREr.s s<Rn sNGN.sE[ STORE C I NZ$ 1�= L J eorto.M'sNCN rM a h: ___ r _-0a1'G" =:.:11 I='==� __ O= Qp,GDP .4P.1.W 0 k:1 II p 1—.111111. \ SEE TINED AT J O I _� .._- _ € y - O .SIGN SEE sREEr.As.T. RWnu. \I II -' - ' _ -- _ - UMrt SEE ELECTRICAL P AM 't'--_= ==__=====_====`_=—=___=='- =-===___"'_= _-_ - --- - - -5: ° QR.ILT III = EF -_—_ <______'-_______________________:=c=___=r=_==-__-__ _ RANI vN[LD. BUILDING - r r• - - -- ----- - �� I•I���B Qm..w caw.crGR.No TOTE ENCLosu.Es. 1JLISTj�■ . . , �r . • • . . • . , , . F . Y A am - NOW..........DO Mo+roms.PAC. Q Cj WILL NTORANi(rvv.) 0 PARE BOLLARD.SEE OETAA. 0O 1 O R NT_TOWER ELEVATION OAn m 0 ELEM.0F11 SEE vaET As.T. MAW WW1 Mar..❑ NORTH ELEVATION - N.E. 12TH STREET 1 I/e••1'-0• Q./A O"MUB00r S...SEE DETAIL ON BRFEr AS.2. . 0 OL LMS ES 2rON GRAI C BEYOND.YE OCTAL ON EROG SM.. IN 0 0 © /-0 m m DOING WMEOO'u•PAWL.RM ENO CLOSURES 11 ININNNIIIN11101111 11 1N1'` A T NIIIIIIINNINIIIIMI/NIIIIIININIIIN111 1 IIININNIIIIINNNINI EIIIIIINIINIII�NIIIININI11lN11 11 =,PANT IN STANPROCOLOR THAT YOST APPROXRuaEs Vi :__ -____ _="===Y ._�i_egrR''_ _ _ _===r== _ _____ ______ __ __ _______ _�+_'1 • _= NCENT SP. O THE•O.Lm M fdt 4APR1'. -s�� - y-.r__==T_______ '_4.r __ _ _ .v BortW a COW.GSE LETTERS TO BE A usRuw - I T�35-_.— i'-f'r - - =--`e-- F:a �_l>-_Y-__Y=4-=-0 _• -�_..V3_- '-..__ _���Fd'Fi-"u�=-s.s O OF le BELOW ROOF LNE.OR SIGN TO RE ROUMED _ 1. = ...- ___- _-___ _ _ ___ "• --_ y, , .. . =jam t I 11 i` `I I r�... • ' @C • , I'• 'ur_s..v_ 'w,-_-_ ' ' '•' • • j• • �+! •' PI RAC[wAr To AVOID ROOT BRWRNIE PENETRATION PARR RACFAAT TO .BRIER. DTEL T R _ f/L Y"•-:C'i''_ iw _ • e „H'i ®SOLq AASTCR CN.TERM W MW POSTER DELON ____ -_Y/� =ED .e SCAM SON. ON TRANSITION BLOCK .-'. --. -0.j.-- '; ITN 'T 1 '4_ - ___ _--------'-__-'-='_14:311 1--f_---_-_-__-_---'--__-______-_—___--_-_--_--�_---_--�-�-_'�_- 1 BROW _________ ______ ___ ___ ___ _______ _________ __ _—-_ _________—' - l ROM'Earn" __ I _ _ _ _______________- _ _-__ __ ____ ___ __ Vi HRTICAL RUSH KM PANEL COLOR TO.ATCN II Ip =: •_••�� III lI M� III I i..�__ /i _ v = AYv vc — -_ �,A•_�•AlF� •I ., ®METAL TAIL ;omen le MON 0 ro sN.11 raT BE n10500 QxI STOREFRONT wIWNN muc @EAST ELEVATION - LYNNW00D AVENUE N.E. vROAOF R NNINe .G BOLO.FwSN ODOR,ERE 0PP11u20E. ®(01002 R DOORS TO WfCX emu COLOR 0 1/B"•1.4 Q_CNU SOLDIER COARSE(CASTLE RIRIE GRM.W FACE) e THREE COURSE RUNNING BOND C.0(USRE WHOF ORawW FACE) Ov ROOF TOP UNIT-SCREENED Br PARAPET TIIINANONS HY 0W lm m �4 ' r0 m ED ll-.� �k _ _= uilim 11111uylONuinmu fluffing! u�SN�tlR1''LIQ4��IIIIjnNlulN1}gj powsjou(u•Y1uul�N111(�all w•,==_____-_ _ .3 -- .�__-____'_ _- - -.r -- MENI AREA SUMMARY r-�mil.) ---_ - -r-j- e - By z -=- ar�rt ` __ m NORTH ELEVATION ,z-i . —_2_a__ :—_;TM'__ ___- - na !� -x ■1 - :azzzmVE-W. -- » I>4: Ha: :S p !z`w GRCENS 5 RP,sr,, dd _______-= 19 aJJ%lAL�rtFR _--_-— r- -�» _ - -- ri_Nm: ,sue_:,,>m_�_•=�:__, 2. i if __•aD••____say- a_-7=_s__�_______r--ate_ _______ _____ ____-'_em _ -_ _ __N.________ _ _ ______________ - _-'____- __________________-___________ _ __- ¢I_=_m _-Ate-----7=1,--a---_•-- EAST ELEVATION _ _ __ _________________ _:•_ ams= - ___________= FtT BOY SI. _u====lI_fl� - .• i. SOUTH ELEVATION IO.O s7. .0. wn Br oeteRvrgN cwar 0 OCORNICE1.-c DETAIL SOUTH "ELEVATMLAREEION WINK AMJ SSA SF S ()SOUTH ELEVATION - NE 11TH PL. 1/x 1 D WEST ELEVATION N��r m IFICATION HOOD SEAL iky ING nxu RRLw11Acr eo B.5 S 127.2 .F. UNIN AN MEG, t1A. !IT ThI!�kU /x . _-� TON BULLDIRC SO.AGE 29LE SF 0WORN MA20 a WMR OF OW.AS BI i° 11111( 1111111 5100 DBrwwNOAw •E�C lai -.: - - -.J y1F O1 SON OCR AREA $U. BaAL PER _I. O.reaF -i=-rnppFi =4. X jam= -1 --" ' may. DLO.• ..nviv - .I 111 LOwFR CABINET 1 1 Ai.S �j,�j,f. Brdrtlll! • • • • • • • • ����� •-•••••.• ""O' _ - TOL,STE SOAGE I]LS Sr, / & •� '"EF• •� g= i����e��_ _ — __ IttniarlTii,,,i it WALGREENS STORE TO Se.....F.AREA R212 BF SEC Burl SW l NE UM Sim{Marlon.WA -1-- = IM SwN CODE BUNUARr ORIARMSTIRE i3''r-l`._vhv.:iv_'�i.`_'-'__=g_x=__=__ _ _ _ __c___________ EXTERIOR ELEVATORS,1 _ -s ~a=-3-_z=:_ = _ _ _ PEmrt OfiTC�NINE TIDNB�DETAILS\810.DATA _i[[ 4FOdEF •aak,,:raff .. .1.1 - �I I I NWNE CAW RAT: BUIE I!•FP DMWNOIW. •. �Mr ... MEE.M3� —�-i. iT = ������������ o------- -2 ' L J DRAW w 0 � VOID PLOT: "° OWEST ELEVATION - SUNSET BLVD. N.E. R9LA.EDTO OAR: mmas A2•1 IN•1•-0• CONSTRUCTION REVIEWED SY: - AN OF- owes. �/ /d �6��•/ ^ / FACILITIES PLANNING AND DESIGN popPROJECT TYPE SEC Sunset Blvd.N.E.&N.E.N12th Street,RENTON,WA Pet / / �/ / ED"""" OFIAMR,, ICATIONSS,, El ssr ZONING' CS(CENTER SUBURBAN) A W Au � 4T O " T�� 1�1 CO.C7ION wOK u.,NOM 0,EReq(R lir IPIro- N ❑WM91.£NS CONTMOrneOCCUPANCY M(RETAIL) . _ o— ®LAOLatus cpNmN*Rq(IuwNu:Y mpfquclpp 001 L STORE CONSTRUCTION TYPE: III-N,SPRINKLERED _ _a Q NE 12TH STREET Q� SCINI BUILDING AREA: 13,555 S.F -"� Q j xn ® r—i7r7 _ _ =D (s.eoo) xs N.n.N. —0 �� ❑11•1006.10 CI r \I NI N LOT 512E. 65,857 S.F. (1.5119 ACRES) mD — mIa ❑ I 8E N IMPERVIOUS SURFACE(PARKING): 40,911 S.F. 2 —0 • NI N TOTAL IMPERVIOUS: 57.035 S.F. / I b BLIRDIND LALJLJ o\z. RWR ::: _ — �- uauUT MAX LOT COVERAGE: 65R i''. , - --XN--s865i 50T366./6--�--—-- n (� ,..... __® cwrecrs.P.S.C. PROVIDED LOT COVERAGE 20% (::::p� ,t �°NeP:a°r Nw i J1'fi1 1 L I� �� ❑ ANOSCAPE RFOIIIRFMFNT d d /, I 2? _ Y''o•,o- 1.2.41741. I UU --o w..0 •�'ai11" 10'PERIMETER LANDSCAPE BUFFER REQUIRED&PROVIDED / ,d /�/ . - 4 I >2 ea F ' INTERIOR LANDSCAPE REQUIRED: 5%-2,094.4 S.F. KS.. / LANDSCAPE PROVIDED: 3,404 S.F. / j / TOTAL LANDSCAPE: 8,822 S.F. / / JO, nerwc• Nq i%/� ` A 10-I PARKING RFQIIIRFMFNTS; / / j / re a:W ,, b >; G C= 1 PARKING REQUIRED: MIN 4:1000- 55 STALLS `� MAX 5:1000- 68 STALLS /2Y'••� i- Op PARKING PROVIDED: 70 STALLS y/a / / p0000pp s' § ,,,„NN,,,s �j STANDARD SIZE STALLS: 3'X20' N.,,M1,o ./5•.,, pOp b - MAX COMPACT STALLS: 30R-22 STALLS '' F p00p \ I�� e COMPACT STALLS PROVIDED: 0 STALLS COMPACT(8.5'016') / .• / \\\ e pp0. )O 1 DRIVE-THRU PHARMACY ADA STALLS PROVIDED: 4 STALLS(9'X20') �. i// p OOP® . I \ BUILDING HEIGHT' / b• . �, .:� 'e . ALLOWABLE: 50' / _ O PROPOSED: 27' / i / efe - I 1 Z ® , f7//�/l/7li�i w BUILDING SFTRAFJL4; hF MFIFRS;SOUTHNE11THPL (REAR): 42'-0' Nit. / �8J 3 9Sf B.F. �so p, • ',^i/ ` ,r ��^ f/j"l�lUf�lO�YY l > . PROPOSED MONUMENT SIGN LEGAL DESCRIPTION. X 1 ' .8 . .— - • i i I J TYPE 'A' BLOCK 12,REPLAT OF BLOCKS 12, 13, 14;36,37 AND 38,CORRECTEDPLAT 8 i000000000aao �„m, OF RENTON HIGHLANDS NO.2,ACCORDING TO THE PLAT THEREOFRECORDED • �I/�.��w�//��/�� IN VOLUME 59 OF PLATS,PAGES 52 AND 53,RECORDS OF KING COUNTY, � 7� II A �0-I" WASHINGTON; 13 Il EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: ' t TINISHPO Fi nAR TI r,A11nA-ISO 59. �v.y I 2 � I >•+ L1 K I3.555 50.FT 1 xo-o' i""'e ./-3eLa V. . '3�� COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE I II � q,A,,,�,, NORTH 35'42'00-EAST,ALONG THE NORTHWESTERLY LINE OF SAIDBLOCK, 250.00 FEET; \ . • :. - n • THENCE SOUTH 54'18'00'EAST 142.00 FEET TO THE TRUE POINT OF == BEGINNING: `\ C O o o - - f`T _ I THENCE NORTH 30'20'10'EAST 128.45 FEET; THENCE NORTH 35'42'00-EAST 70.00 FEET TO THE SOUTH MARGIN OF 4. — it �j�l3 I•i Sr LEI _____ NORTHEAST 12TH STREET; _ x0�o` _ I / \ ��l `•/ / M � IMII THENCE SOUTH 88'S6'55'EAST ALONG SAID MARGIN,31.57 FEET TO THE �� q Aq. I>/ �JJ/��-� �? 7288F. NORTHEAST CORNER OF SAID BLOCK 12: _ 40'�, / PROPOSED MONUMENT SIGN THENCE SOUTH 00'OB'15'EAST,ALONG THE EAST LINE OF SAID BLOCK, _ • /' P. // // Al 12937 FEET TO A POINT WHICH BEARS NORTH 74'38'49'EAST FROM THE Pe - T'1 / cJI S TYPE 'B' TRUE POINT OF BEGINNING; �. .Q_/�has.off Y. / /l —{ THENCE SOUTH 74'38'49'WEST 142.69 FEET TO THE TRUE POINT OF g{ H/ ` , r1I S REVISIONS BEGINNING: - \,.\'/ Lu ,.. /�,AT V1 1 CERRPICATIONNS SEAL AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: urxs �C ij /// MIMI,THAT me a /I i ' `-/ ;tr.' . 1 : u/oMECFlGTXW BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; `\ p / �J I l/. I TZIEO THENCE NORTHEASTERLY,ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, r'J ��J '•' ATIAM 150.00 FEET; • �� 4,.- U SUPERVISION RED THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY LINE,A N. `.•l. , masers,at ENomeR UNDER TH.W.OPINE DISTANCE OF 100.00 FEET; - �' WAR Of W.Y.OIONN THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY UNE,TO THE Q _ _ _ SOLITNWFST�IY LF OF SAIn RI OFK 1Z THFNI'F stopTHWESTERI V,'/J oAC - ` S'•�5 p per, � SAID SOUTHWESTERLY UNE.TO THE POINT OF BEGINNING; I /.. �� :�'J" =E 11TH PL emNe Rrae AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: 1 Y rnres.a,aw.>:o �' - D'H' X I WALGREENS STORE COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE -- DEC Sunset Blvd S NE 12M Sheet Rental,WA SOUTH 33'37'27'EAST ALONG THE SOUTHWESTERLY UNE OF SAID BLOCK, `?....Bnw N FEET; es r0 RDIPLO / THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE1. "' TIRE 103.05 RIGHT,HAVING A RADIUS OF 485.24 FEET,AN ARC DISTANCE OF 3.84 FEET II 4 SITE PLANS PROJECT DATA TO THE TRUE POINT OF BEGINNING; ro K p.m.Nc on4A o,tiR e.w.T.tloue AMMENIN CA PLOT: O � NO THENCE NORTH 35'42.00"EAST 187.75 FEET; THENCE SOUTH 5418'00'EAST TO A POINT ON THE SOUTHEASTERLY LINE OF DRAWN SY: SAID BLOCK; VDOKDT: IA THENCE SOUTHWESTERLY,ALONG SAID SOUTHEASTERLY LINE,TO THE MOST GATE SP M„axeeT SOUTHERLY CORNER OF SAIDRELEASED BLOCK: RELEASED TO THENCE NORTHWESTERLY,ALONG THE SOUTHWESTERLY UNE OF SAID BLOCK, COJMTIVDTIDN REVIEWED BY: TO THE TRUE POINT OF BEGINNING. - JI41 OF-MOIL NIT PW1/ARROVK SUBMITTAL-3.28.02 FACILITIES PLANNING AND DESIGN AEA © ci VA 9 [i ID T ,� .1 700 WILMOT ROAD DEERFIELD,IL INV �1� is L■ Li i• i+ SA D NA RSA Oq-Yw7000 00015�010 _�� IJ 1- v _ I,. �' PROJECT TYPE `� II' — ,_ ` -- OURWR.FEtsRG1pNR VC ❑r.URsuR wrATNrt ®IANOLORPR Co..LTA,I ` VZ .._�-7.. _.- _ - Fr b ALLCO.IIYK,gx'.p.[INWIO[�011iMi.M rzrz ,• .� �T•� �.. ��►�►.•:❖Tw r ..-� .�-h:-� .....+�► p pv� ®uwm.co TOR EMS.m.nwcmn ti (7 /q1 rs \�.' ►o.2:524 1,, 001 ;M.,.01G 01U... . r.u.,,.� .U..,.� If STORE / y �� . q `�=ate:=i�1ei. ssz�` i�!a;. (/f�) �/)�) (/)�) �//�)/ // y �MIL `�''` +��',',►,f':�l��/J ,.= 1�•:,� Y/ Y/ Y/ `I� IB mRNY oAl ii I ODER / / /L11Ef � • !. : !`�.�/j,' � `l IJJ Tol.... O .I ;; / / •' ��/p If] E+ a c5 a EG w �. i wCA- nRnI,G LJLJLJ ' 'Ir . At' p Ira N D Mill �� ml . :�4�� °°p°ppp ab c1 W S+ rnrn RI ® as. sc. ///'//1/ // pI• •4,1 p '•i��s R Ltd `:'.� RnMaaa..❑ / / / .. . ''/!.yt OO��® ..I, p, EG / F� • ,,�/' , 0 0 o� a o ss. ' AM / / / / • �+; ffir„��Y�. Ø. �, �ti rNiI C2L GROUNDCOveR SP8C1NG s�i. • .�/' o0.V ' "• 44,..1 '�::� / \ /�,/^/�� i'� - ]"COMPOSTED MULCH. b Fri,: I!ii1•`�`L7 :�... Iouu0000ua�11—= w!ALL TWINE, CONTINUOUS ACIROSA BED ���, F. A .�[ n `t �� MOLE A RIDES OF FREW GRADE /n `+ � t. � `V]� �J II : IOL.E,ROOT a'IMPORTED TOPSOIL ,� /.';� Ar• ' •Y' f wrN AMENDMENTS \ Li_I � 'tit. .." BoTra•MsORR4JTIN; MOO•i�� . Cf • PITTOALLOO roe\ �` OQOO� CillerA.41k::1 F• • • ROOTNORouuNL o Tcoi r T OOIi ow e` O ' FLARE WILL NOT SETTLE BELOW GROUND ':4 Ft) AN CBL SHRUB/GROUNDCOV@R PI BN1 NG Derail_LAe... Ka LA O / U I • I7 n 0 •tk.` J I I elf NO3•�i E�i�I U 11 WA TREE STAKE 110 ,,•,` Q ', � J' MI ROOMALL Ca \�//� IVA ` I L7 H CERTFIGT011•�/C {/ •I ' PLAN TREE STAKE ••'�:,• i+ -- iNaR.r GERM,/ ;_- LMIDER NY MKT `�\\�i�� PLASTIC TREE TIES lia / T WAS A RAH NO SPECIFICATION lib 2',WOOD STAKE.STAKES SNOULD / RUFFAVypl4p Twil A[, •T ATE ��i� MBE LOCATED OUTSIDE OF ROOTBALL u.oRRTilwi DIONELER wRi ow.scis�c OF OF 1. WW2 OP VASHOWITC•1 AS 1'II, cso MLCN,KEEP AWAY .O,�n~ � FRT?1 TREE TREK RM_ lir FRO Mil _ FIwSN RVRTE TOPSOIL SrOf Eli wTNFerMe+n AMENDMENTS N WALGREENS STORE � SCARIFY SIDE,BOTTOM OF illPLAITING PIT TO ALLOW FOR az SEC Sun.l SIRS IL NE 1101 SSW.Relics.WA ROOT PENETRATION �y�� llitilli ,—RECCI•IPACT SUBGRADE ar [u O'M1N L�`dll '-._� TO PREVENT SETTLING /�y-P�,s/.cla �'Ci1h/RE 11d11=1 RWA cww Rae 063LE0ROL4 OMWIRNO. 3R MINIM"'ROOTWALL DIAPETER RICHAR WARD ASSOCIATES CRAM SY: .,,.. WV ROT: A.-' .M•� '• OATS: .J.� GCB 36113 EMI Rge �r Cal_ p@CIDUOUS TR22 P18N11NG Derail_ CB ERR Rona "STD Er•c4R. w.....— oB1T2 OORRTRJ4T4N Iel11lMED n: L.( 1 FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD,IL ��� L �� NTAIP .PRO EECTTYPE W."4 1S MMIMIMrlrsnnarM: 1 1 01rMI.4mrLWIT ®414,10O10O LLTMR SfM6OL- �TAIJ/GQL COMYIO/J Pl-iVJ? N�1NlE cpCYW 31LE �!O/1F)E.tlj.5 Aumrmc�oloLUMrwommlw1alr. 0 y "tea T<rraCOM1703 '7ncnM;5/,fhA-n/eD iw�ry. (cew!- // 2'�/ bib "'n �1v10�10° " u ®InIdPIOS MRMMA(NM.Mammy STORE O Q' IT/6"Tr7 'E>,w,fw//'// witt//nrcl P/E 1/ 2"cs( bib + no. ® ►-i 71'l O Fvvnus r h;/Ni• 'law/ _oi.t Starry / 2'U/ bth' 1�1a1+ o / �1 11 I / nNmRON o ;i1 ii j 0 cwpin ti3 /.ct/s f:.r/`j..da"�e.yx he,r bea.., 5 2'ce/ bih . onalewanMR O • •L.ALJ II O 7`l7Jt, P%'rsler 44,1‘07 jhow:, �edvv ', 5'r.'771 hi LILIMI ....® 1ia1s.0�. O ,,,a/r,5 '7tdianf'/Crrb,r5,p,t. ✓ 3 2/'cr/ bib mow .o ill* + /: ./564 scc;esrd.4s J/cE» jy/u s•4 6e 476a,0454 5�w/ x//n.a4 ;«.M. ;4 jdw.✓ ,ns��s,, s J./ /O NsenAL 6/7e fir-,4,4 Elfrrnrs/m7eprra50s 'alb/r /e4b/ 4ry e/ 5 90/ /•ie'-p•• ESelsYvs Vpr3 hibberoon//mt rase s y+/ ® Pr[nv5 ne.q%i+lx 3:2hielcc n6/6/echipA" Amor./ 5,9a/ ® Gur7J..nau5 44e4 `Ca*50M.61/444,01`'GeettIT.. 5.941,/ If✓e/n/a,y/a6nc/✓4,a* "herfirn 5 J<F/ efernv.tecia davdrana‘c..S ' fa jner7 5 ../ — TOQ244•ic; prntLye po O2 h/no-crr bcr 2,y+/ 7y11/v6,_ ... M ,'r'r4Ca Jefmiu‘Ew.NF/GE/4vrXL•R 2•L0/ ' .,_ -I' /^ EDn5odorkrLdron,/®m...s 0 py.Qe/r,'s.ina Cheer` /5"-/5" 1111ft��` 'IIq.,r,rea i isicen/ca �C-/nar�rd/,.lw'rpeci 2,M '. /� �A•�•�ArIJ' lW\), s;y7/`,t . vtharnvn loud/;/"'Cr) 05 7+/d 7 J../ pc..7r6.Sc•o.c_ �.�`rf 1111011' arc..s7$,P105 vva-vrn//A.7n:dcinn/ck" 4.7.yd /z,+/ ',k7MtC 24'o.c. %41, oodde6 lain•, ./ 1 MIMroM.r CERTIFICATION s II nNT1M ww.wnresrwian uIQIlwo.en ran I.remr IN MO na/1I.N 1"aT° 1CT MOM OR v.�ie Wrl�ii:Il I RA .WI�I.WIWOMO O2 4A .ize PC.W ESN. «...r.,..o 4'/(_ ' IIOMaUIS WALGREENS STORE SEC Save SNa 4 NE 126I SILL Rolm WA PLOIpMY1i TIII[ T ceGnv%tt print RWA we 1ftlt P3dw,DRr1MM NO RICHAPO WARD ASSOCIATES ~NA, ••••••• MOOM[ ..•-•...... wre: NSA ,90C1 East w..y,. R61ARED TO craw 28112 OONSIRWMON Neve DM: L,2 208-aNg R 0 -ia s EXTERIOR ELEVATIONS KEYED NOTES W uT Tr HOEowEBR CN MASONRY Onnu-wAaL FACILITIES PLANNING AND DESIGN nlr5�PROVIDE INTEGRAL WATER REPELLENT IN 200 WILMOT ROAD DEERFIELO,IL URSE RUNNING BOND CMU(CASTE WHITEBOUT-940•2500 600154616 m IX OCROunOCO FACE) PROJECT TYPE �,, r, 1 .,.,,, j \r J ® O FFRONT METAL SPANDREL PANEL i0 MATCH STORE �'BA" ECFC uLTAAT. 0 0 '• -0 �""""'W:BPT0 _ PREFnAHED SHEET RUAL COPING. ®uwLORR%s CrnwLIAui • — I (LI 11.I�I111 1 1 ) (U.-11)11 ] II IJ I I III I I UII I)II I�I _ ram i Qa N/A x ^u ss NOTED DrHeRvnV AT - . ---- - RAA MA Cr _ M ©w.LGRERs ETTERSCRIP vaR.SEE OTTO Dx SIG As ®I,,,awON*0RNACTDR UURN.EY CONMUCTIN! tmwa - - .- `� N TTOMI'leESCRI�PT SING.SEDASTORE R Jf I 1��N 1'' EOF'''5.2. ns CO,=/§\\ :Yu NIi useumui _-_1 1 is71 .• 4-\\o� 0 T TJ 8RR00F DETAILS SHEET AG ® i(1 11 1 — LW L s = O TOTE ROOF SEE SHEET A2 G O II 11 1 ------ _ --_-- __ ____---__ _ • -.■•_ . _:- - x SIGN SEE SHEET AS c p BDRELOCATION o L \lk ; 11 1 ` n - y a.AI.-MOUNTED LIGHT.SEE2EECTRICAL DRAWING. OTC%.. O . _ it 1 eAnr .an._an.r .vJ.- :ilv -.. -. r 1. ,M= e R,vN SHIELD BLOWING `J _ --__--- ------ —--------= 5'-- — P 6 ��i 0 TRASH COMPACTOR A"D TOTE ENCLOSURES WM : . . . . . . . . . f - N!\Y ARCHITECTS.P.S.C. O m WALL HYDRANT(TO.) �, O PIPE BOLLARD SEE ORAL EWLBTIp.. .....0 ONORTH ELEVATION - N.E. 12TH STREET ()FLEXIBLE ANWIN DEuSIGN S POSSE.R As x 1 OFRONT TOWER ELEVATION ATM WINDOW SIGN SEE NEWIPOLLONLY..0 O'CLEARANCE'SIGN.SEE DETAIL ON SHEET AO2 m a rialE xNEON GRAPHIC BEYOND SEE GRAIL ON 0 GLAZING CD YSTEM 0 m © CD - -� O STAND NGSSEAR METAL ROOF. G\ Jet IJ i I 1J1111 IJ Iij , I I�I I 11j1 y IJ �E�1I II R�I I I IJ I i IJ; I I [ I I�1 I I�1U 1J� b9 1 LI U IIrlIJ I LL IJ IJ I I I I 1 U I I I I] p 0 P.MnA NDJACENT ilgD IoLOA.HE N si IMA APPRo* ,E_ . .! • dell*DC "Q v) -' =1- Y 6 ®[Z 3- 0 AWNING DASHED IN FOR CLARITY IT SIGN . D®Ra9/51 = ® 0 on OP LCWE .• ,. . { A f ' ON RACEWAY TO MOM ROOF MEMBRANE � ISDIRMINIBMW, . a I , . �� . . . e . . }, . 1� PANT RACEWAY TO MATCH BRICK .- 11111ID _--________ �-..�..w...e.- --- S •• • ©WA.GREENLiS SCRR SA�M CH IRAS D+$LOCH • ______ _________ _ __________ __ __________________________________________________________ BELOW r______ __________ ______________- _____ _________ ____________________________________________________-_-_ O ROOF SCUPPER __ _______ ___ _ ___ ____ _____ _________________________________________ ])VERTICAL RUSH MRAL PANEL.COLOR TO MACH =--Orr _ - —____________-- ___ -_-____ ____ ___________ ______________ _______ 1 _____-_ -_ _---- i:----r ----___ -________________________________________________________-_______________-______________________- ROOF. _____ _ 45i � 1 0METALFRAME m - 0•. Doom• - ©' m EO 0 STOREFRONT DMIx FRAME PROVIDE BRICX LEDGES?WHERE M050 FLOOR. OAST ELEVATION - LYNNWOOD AVENUE N.E. W P.RR DExTERIORMDOORS TO R MATCH BASE COLOR �I'-,-0• PROVIDE RUNNING BONG BELOW DwSH FLOOR. O SINGLECOURSE(CASTE WHITE GROUP.: FACE) C O THREE COURSE RUNNING BOND CMU(CASTLE WHITE ROUND FACE) MIL I/T O ROOF TOP UNIT-SCREENED BY PARAPET BOWL ® 6 wACAFNs SCRPT S. m m m mm0 I <-..c_ 9 It..,, _ _= -�- 810N AREA 81R11ARY wi°cis 66'i`cmoworeet _ �E m NORTH ELEVATION it - IOOdOOOGi i xk e ix•wALOEENs SCRIPT SIGN s+a£r _ _ ��gg PHOC Ibprypyy C7Eft p """'•' '-°-- R2 0 le PwAMACR MDM1IDYL lEPilk x9] __- __ ______________________ _____ • - -- =vas---------- m ____ _Riff_Ziff MR EAST ELEVATION _____ _ I,I 10.0 SF ' I I• I " 'I I SOUTH ELATION - •_—_—_ OCORNICE DETAILa MATE n DBeGTrTLw COW' xb'-B /E CPEENS SCRIPT SIGN SaB Srsf /•- ' - MB Sf REVISIONS O SOUTH ELEVATION - NE 11TH PL. CERTIFICATION AND SEAL WEST/2'ELEVATION x8'-B HR GREENS TO 00L L SIGH 5599 55F I MOMS B PHARMACY INDIVIDUAL LETTERFR 20.0 SF REECIIGWION DRIVE THRU PHARMACY 80x SIGN SR 0 S F WASPREPAREDBYMIOR 127 2 s F. UNGER MY MKT E, SUPERVLOON A ONATI AN ye,_, ER M CnAGE x91§ UNDER THE LAWS OF ITO II 7NSR WtHY11N1 L g�F Myl.� l 1 111! ! --- S BIDNFMSTATE�D av'NMV I`N°`MRDD"A� CABINET A DULY REGISTERED p! E Iv=.-. - .... SfF -7.( o- -:>R E4 kCCE ssr m .;w f CCO 4 __________= UPP PYLON SON ER SIGNITE AREA aPAi OM-_ LL__ // .� • ----------- _ _ TOTAL SWAGE AREA 425 2 S F SEC SOMA Blvd&NE 121h Sbw81.Radon.WA WALGREENS STORE 1c y_ ._ ______________ _ k-- __-__-___-_-_  1 ,0 SIGN CODE SUMMARY MUM.TrrE awatia R�' - ili1001 W/ !E4!'EErditlailliiii����___--- '1f CAL.NAME EXTERIOR ELEVATIONS.DETAILS a SION DATA SSE; S-1H1 ____11 {fi8_ -- --- - _g_-.'S. PERMIT am `i��I iM O PHONE CAW PLOT: SCALD vr•,,A DRAWING NO. HD pC BY: VIN 0 VINO PLOD OWEST ELEVATION - SUNSET BLVD. N.E. DATE` M_m� A2.1 4 CO1 TON REVIEWED BY: JINX OF- DWOB. • -_ _-;;_��_77 "_�i•. \+ >' $ Q Imo' . y n'I i rz n! ran fa alnNll titat 0 „. R ; .. 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IOTH NTON� TAIL GAF � F� by �'*'L�� si air t LF RE R %41p...)• y 11 t Q C I I �' " m . �� � O L - F/41�iiG�FL ►� '_'F BALFOR DRIDC�E t r sa �1r DEVELOPMENT,MG. 900 R _ 7 ST. •t. ,t s r r�E1.11m1ti:]t� leaf f J11 4 oP1J4Tli010502 �,y it l r�=> rn_ 5 T ��l ED 02ID5ID7 • b FINISH GRADE ,� �-y 3 2 I GALV.NIITIE,DIA Cr O PAv@BIY V 336 311 26T VALVE,MIN A"LONG DR Ole WRNS..FLAW FACILITIES PLANNING AND DESIGN V b I Ur I V1• NE 17TH STREET GAL,WIGN-TYP WTN GRADE 200 WILMOT ROAD DEERFIELD,IL I• _ v '' _ .. .n Fo m _ VALVE-MN,LONG _ _ = FNNN GRADE EIT 9d0-z TYPE 15-4816 /i C� , � µ -�, it Vt' - __ ' EUE BOO PER SPECS VrYP. a"II��I_I��_�•••III TEE OR uxw ❑WZLCNEENs coATIoNs B`r. V U IIJVa glll ' PROJECT 49 PvC _ ��� ������- ]A• ALVE DDx PER M£C9 .I PVc LATERAL LFE A'nS PEA GRAVEL II WddlDR corGULTNrt I � - pIgER(p•M. . CO STROTWORUI£%NOTFODnBaE9E.Sr jI PK 9OW �'/ \� I PVC IH.RE MAIN _=1 jl Y ®UidOOE CONmKTdI mother OONE'R[.TpNI �I : STORE RE LOOP-CONTROL ORES S ® I i" / NOTE:GUIDE CORER TYPICAL AT ALL AUTOMATIC CONTROL at._ L x•PNP'rrE�ENE ll 'EV,/ {� SS VALVES,ONLY ONE(II QUICK COUPLER REQUIRED PER CNTRCL FENOOEUNa 0 -,0� pppppp I I//"/� (I)VALVE VALVE PER VALVE rLVEWBOWSEA S.L EACH DEDJO.ONLY WITH 14 BARBED mLINE RELOCATION p ®e® y,j TEFLON TAPE ON MALE THREADS ONLY CEO JOINTS WITH BEM OTHERS .❑ TYPIc& FLexBLe Risen ppDDpDp o T AUtOMaTC CONTROL VaLVe BUILDING Dp '. o f NTS NEW aau(T I• / i �909���Pp����M���`T�1 —FINISHGREDE ARCHITECTS.P.S.C. ,/ ill © - EXISTING — VALVE BOx AS SPECFIED NEVI Ro o.v 0 METER I I QUICK COUPLER \ - / -- 'Si' VERIFY SIZE -IIIV• ® ,d 26.9 PRIOR TO A B.MIN COVER TO STAKE STEEL CAMPS • HII��IIII��II— I" ( INSTALLATION ivy RNIPPLE EBAR STAKE ',.{• JI OF SYSTEM e i 3..PVC TRIPLE EWNG JOINT 4 P.v.PRESSUE MAIN DRUG STORE I PVCTEEOOUTLET WITH IA TSlADED OUTLET // SIDE ELEVATION E 13555 SF. Ill ■=i QUICK COUPLER /\ I 6 Z : 360•PVC TRIPLE EW NG JOINT / • III II PVC THREADED TEE AT MAINLINE NOTE.ALL TIE F TT NC&AND PIPE AS I Q A. Po FEMALE • ❑I SECTION THROUGH nun LINE TO BE SAME DI CON CONNECTION Or DUKX COUPLER 1 QuiCK COUPLING VBLVe/TRIPLe SWING 3OSNT isms A , VAL WITH P R GRApECATIONS C= PVC GRASS • QUICK COUPLING VALVE ON BRASS OR SCN m NITLE AND TEE / I FINISH GRADE VALVE BOX VA" I I pir I - COPACT BAO6ILL 5 I APPROvFD DOUBLE CHECK VALVE PIPE SIZING CHART a _ _=) 2U I —I;- BRADS UNION.M. �_ I• STAImAIiD VALVE Box WTM GPM PIPE SIZE 7 j,T T OCKRG COVER-RUSH WTH 0-B 3/A• 4 _ rt ��!Ij���!1Y: � :L:-i�i�'.� P GRADE S-B I° 318 II ' — Ib-22 I/A" ` I V!' ri I y°BRASS GATE VALVE MORN - - I 23-35 iv2" /�\IRRIGATION PLAN P"n 1I °• .0.",. \9;ii II IV—PRESSURE MAIN ''.' I Vt" a ;M.?.esao Lag.ro B.oa..a..:••.. 36-59 2" A.•••.F•]e• men,. �/•O• b•..•. ►/ .7., CONVECT TO METER -'I SUlFNOIt!BLO-K : IRRIGATION LEGEND Nos PEA GRAVEL ELMA REVISIONS INSTALL ASSEMBLY N ACCOISJAICE WTH CURRENT CITY STECARDE CERTIFICATION AND SEAL SYMBOL MANUFACTURER MODEL NO. DESCRIPTION GENERAL IRRIGATION NOTES DeTaSL DOuBLe c iecK valve ASSeMBLY TMAT DES I. COORDINATE INSTALLATION OF IRRIGATION NT3 PLAN ANC.SPECIFICATION Pr oQ O RAI...0 EERIER FP. ROD SHRD IEAD-S.PLASTIC POP-UP.e'RADIUS AT 30 PSI.STAOARD NOZZLE,INSTALL ON FLEXIBLE RISER SYSTEM WITH INSTALLATION OF OTHER UTILITIES. OR RJR B RAMBIRD STRIP SERIES ISOS BAR.MEAD-S"PLASTIC POOP-UP AVE',A'N30'AT 30 PSI.BIDE R END STRIP NOZZLE,INSTALL ON FLEX RISER LOCATE AND DURINGPR SCT ALL UNDERGROUND AM UTILITIES INSTALLATION OF IRRIGATION b. SLEEVE UNDER ALL PAVED SURFACES. A DULY REGISTERED at■it. RAMIRO S SERIES MPR SOD SH RB HEAD-••PLASTIC POP-IUP.B'RADIUM AT 30 PS. uNOETHE ws OF THELOW ANGLE NOZZLE INSTALL CAI FLEXIBLE RISER SYSTEM. ENONEER aT COORDINATE ALL SLEEVING THROUGH WALLSSTATE OF ARCHITEETu NGToN As 4 d__ RANDS.D BERM.NPR wee awe I_AD •-- •.• Pa.Low sesscE-No2ILE,m6rxt ow RExwerrERER 2.IRRIGATION-SYSTEM 9WALL BE INSTALI En., MID UNDER-BUILDING,IF NECESSARY PRIOR TO -- SONEED EV M'I00 TESTED.MAINTAINED AND GUARANTEED AS PER COMMENCING CONSTRUCTION. SFAL SPECIFICATIONS. I INDICATES VALVE•" SM S RAIRO FEB SERIES TSB AUTOPYTC CONTROL VALVE-SIZE AS NOTED ON PLAN STORE*T333 3.IRRIGATION SYSTEM IS DESIGNED TO OPERATE HOD INDICATES VALVEAPPR X.GPM 00 FAO Sao N'WALL P QU CHECK VALVE ASSEMBLY.CONlci E0400MAINLINE.OR IC SERVICE M LOCATION SHIOUN. 1• INDICATES VALVE SIZE WALGREENS STORE INSTALL I.QUICC CORER DOIMTIEAI O DOABLE CHECK VALVE FOR WINTERIZATION BETWEEN 30 AND 35 PSI. CONTRACTOR SHALL /fin FIELD CHECK EXISTING WATER PRESSURE. a��� SEC Sunset Blvd a NE 12a Street Renton,WA 0 FIARenso ESP-SLxI• S STATION CONTROLLER CONNECT TO WOO A.SERVICE,WALL MOUNT IN LOCATION&aura PROVIDE 3 4.LOCATIONS OF IRRIGATION MAINLINE,LATERALS, u SPARE CONTROL CARES(REDO FROM CONTROLLER THROJGH EACH VALVE BOX TO FURTHEST BOX RWA H TITLE FROM CONTROLLER SEE ELECTRICAL PLANS VERIFY LOCATION SLEEVING AND VALVES INDICATED GN EXISTING FLIER DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. PIPING TO BE RICHARD WARD ASSOCIATES PVC CLASS ZOO,LATERAL SUPPLY LSE-S•MIN COVER-SIZE AS NOTED BELOW LOCATED IN PLANTING AREAS WHERE CAOD PLOT: SGLE' DRAWING ma == POSSIBLE. WASHINGTON LANDRCRPe ARCHOGGLURO BLEEVSG PVC CLASS 300.MS SIZE TWICE INSERT PIPE DIAL ALLOW SPARE FOR WRINGRED SITS NLDOERR PRAWN m: 5.MAIN LINE SHALL BE BURIED TO A DEPTH OF IS" /y/I(4/(J�FAy /// SUELARSRF ET AL VOID PLOT: 1 •I PVC SON AO.PRAM LIRE m'TMINENI'M COVER-SIZE AS NOTED BELOW. l� WARD MR ER9t ALOHE DATE. .3ER J -1 BELOU FINISH GRADE. LATERAL LINE SHALL BE RICHARD RARD Seattle.WSSFIINBTON 98112 RELEASED TO QUICK COUPLER-RAlellm AALRC I.Wf11 Looter come BURIED TO A DEPTH OF 15•BELOW FINISH CERIATE NO.297 (ZOE)32?2110 CONSTN1CnpN REVEwED El GRADE. g oe .s �i 4 a+oss.rix N 1 x4. 4. 4 / • c-3'ee$.'a1214i ` 0 NME a r '�' � 4 / / LAN, .n4 z. / f T F ,T,,.o. �+ e _ /_ DOUBLE.f,. 1RWE V- —-—1-- / —10 >P�� f S la /.�� 2.ff) 5 o Z s / v '1e ... = ; exT�L ?N Q ''N 1/ ,, I. {/� EAST wNNO'HYTANT HYDRANTEIRE `��/\� A t � / ,f_f i�N, W m on_xu, ,.xrc..r,•z 0 ' J '� R J �� `I 11, 1 `�- 74%4( t ' ille z CC z ° // �i ���� E a ;,n /4* Qw / pm b' \ �/ 1 \1 - 7 D 1 "5\ Ail ' / \ 1 , Ppppppp Jlei0 I , //��v % is AiE U.T PdE 2 f! v , / �y►y .'£3!,', '!FC' ! DOE �C/ 74 / -Da.o4 / \ = ;� � To c...,a - 0) r / / .44illt\\...,. .355 55 I trit m E I / /� / / �M.fit \ / 44• � p\ y ., � / �, / /j p� / �E xi J i N zi . w s` WHO RR KE MTH / # "-OP), /I* /40. ,, 4* �\ F F=3 6 9.5 0 a, If a D�N� b NN r RI D e'll pe M ¢ /{41'/ .g>Ea I 9 // / ./ \ \ ` - •.�`1` d'� ®hDeiii1 rii ai' '' ' Q i Sv.3- I a De / \/ r �'��\ ..ram IIo II iE.uaasif-:24t1 ifsA 41 j• \� DOMESnc$��,gpNI�IE�ERNNEFnIXI �'�___ 'W IIqqq II ..i4� // // _ ' \ \: SEE MEONfaITAT•: QONTINUATION : 1 'WIE -Ii!i/ yy Q g11 1// I J.�, Q/�\ A ` \. / AOINSIDE BUILDING)ATT FD0 lii/ '"0301=1121p 0 Hill i l ! ,s /^ \ IL Q�6 / ii t O � ❑ SSMM Zes 11 /// E»mi • / I®,i,tq yy _ 2 MEOW p,. �/ IE_31135 I t.! x5 >-1 �` bpi HI 'lam ' NV _ - o,-_ I0 L o aat 12118 lop, \ 1\I •u 8 � • SEALif t. �AHORIZONTAL DANM: / s� _i: \ �pno REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO.2. as I .»w.w,.�1 f4uiIINaI' CHECKED FOR COMPLIANCE VERTICAL DATUM: iti• p� °A4 "'•' 1 97084-02 TO CITY STANDARDS BASED ON CITY OF RENTON DATUM. // �yc4 s EIa51MG F E HYdtANT,,aE.>n,: I Dole 'fILCITY BENCHMARK NO.1843-FOUND 1/8'BRASS PIN IN A 4'z4'CONCRETE POST / // E noa N t ', BUSH, ROED S HITCHINGS, INC. Data .`� MONUMENT IN CASE.DONN 1.1'AT INTERSECTION OF N.E.12TH ST.AND MONROE NNNN MIL ENGINEERS&LAND SURVIrrAfa Data = AVE.N.E. ELEVATION 425.15 o BRN _7yt"."�a E" ,'ova 5 =rw 0, m6 .`. II., ) E_;�aM343 aW R ' a 71 — �� = ---- co NI EV I.W i,o. µ't',�.a�>u„L s,16 L C' t 1Y '.>s°;,,f:sn ,,' a ,gyp -- a -! ,� - a. ,.,.,� „ aE xiwW s / a t 47 , Y i sC_ Uzi. E exgW :/ 4 r 1 a In I- SMpE I /�5a..�'sn ,I (( ) °°.9"rE,. ,aKc _�__ / ��0°� 9�qpe IL- 1 J UlUl ' ` Lr� \ ` / tY[/K M].6](1 -) \ Srt�r\\ \\ - - - 'TM _� -— — d-JM88x.Xf'SN) O. ,�.2-% -\ ' --' _ ; ,,,�: (�E 12TH STR• EET ' � �K\ X �j�' a'\ •' W N sYw Dx 1 6 I I .a - Y snn trRrAm mu.Ot +z '-y,--s !.l O �@ // /Y/ 114 ''' FlRE M,DRN.i Mt �� •�bV� +� .�r.�aw.-t.+t•�� \ ' i 7E.3731 Q {J .w� .. A / -`° A/ 1 NIT 1 1- - 1 , - E1z KA' / ey• , -j^µ.o n yA/ �y . .S \ 4 i K.xi.iix(BY W) O J a rise.,,•^•• / a? / Jyf/ ' u V)<°1J / aA�/ z 4 / T7EF3ee4 \\I" q i N / s /rs) ..AA _y/ mil¢./' IE.388.24 \ \\\ \ i81 46.• / / u'I l , pOpO 1 1 / Opp III1LH IOE-�/ M�/ � \ / � LJ4!I : r E. s. '\`C/ r J seem I Q, �I+< 4, \`ta+ I` �. a� /A ii �. I.. � 4 // `t - 1 1 vJ 1 o x aA i 1 .> °' � eau 7i g ... ,;,, j , 4*/ -' i ' 41111 41.P./// / /AN Itil / •11 a R / / ` % ic_�e, 'ff;x,,,. N./7, =364\ V ; I .5.C8/8 ; /; ;;:z - I -- - �� a.fa eaFt�,LR ;",A 2A !-' / \ cep .., 1 , ..•,4,; - / A /l ,\ J: ' 4. WN. wr kc,,a,..i. AA \ -. `,. �"I F y v \‘‘‘,.,‘‘ * 44 VrirMW /,. f/ I e ' Z / - x6 ck{,ge x} ra f I \ / : >5., ,.,tq Li 4,,x / ► + // 6=369]] BI w / K- pT[*^44 \ y - C c. ., W 1111 y �\ Siftj/ ' ' _ µl 410 T , SEAL HORIZONTAL DATUM: / ^6i� II // n c I w A' REFER TO THE CORRECTED PUT OF RENTON HIGHLANDS NO.2. yy)� / ' /♦♦ a ' -nl' \ {LVW1r3t�' CHECKED FOR COMPLIANCE VERTICAL DATUM: , ♦ as I >„,a.n�41, nT (:; ttc TO CITY STANDARDS BASED ON CITY OF RENTON DATUM. / ♦♦ °'•mn - 97084-02 CITY BENCHMARK NO.1843-FOUND 1/8-BRASS PIN IN A 4-x4*CONCRETE POST 5a+ II �/ [J '� Date MONUMENT IN CASE,DOWN 1.1'AT INTERSECTION OF N.E.12TH ST.MID MONROE / / ♦ / u BUSH, ROED S HAND SURVEYORS GS. INC. Data CIVIL ENGINEERS&LAND SURVEYORS'a{' - AVE.N.E. ELEVATION {25.15 iL �� _ Data y / -- - - zekaeyx. . Q G b 10 / b Q — Q Waft q�Mn Ea. GO Is Cedn.ew- .�Iry FACILITIES PLANNING AND DESIGN v p NE I2TH STREET p Q Waft q wli.r pw a pbcrg Told w. .E�d.ay. 200 WILMOT ROAD DEERFIELD,IL '� elreoL ,ca7•IUI Nine Ma °rY Mr)MAKe ESQ-8W2500 800154878 �Y17 / ' ° • 1. 1..o1 wM arWtieerWl ]ml • ba tlMVINcsrsPEc FICAr ONOJECT TYPE 7 p ��qq,, a o c�°°o°°o° iffi.IIi � O. or, � ��� tie Maple ❑WEd NDLORDS CONSULTANT CONSULTANT �q ° b.NlT �n °pO OOP 1 1,e Lk C aaa'P�ra •/GC*Hwy Level] • bb ION WORK LRAM HMOOTNEWMSE SY m ?l °°/\°° Pow•N TER spin/°p.O'^9 ]'cal ] bb ❑WALOREENS cart... l IP * ;° \ O. Av Mom/Rod ILplo r or ID bb-w.ulwe ®LANDLORDS CONTRACTOR CRAW,CMSTRUCTOH) STORE el /Mk� Qw A 0 0 b l NEW. ..® SC�IZ� / eji. 0 p n 0 SNUBS .w 0 /•'Opo+ •'r0°°p0 ®o® �/ Tw.decld...1.•globe..,Glob.Albw-.R.. AI mN.b. DUTON ❑ / ° 0: — Pn..a,ee.a.E T.a •p AA �...,. OTHERS D N — 'S;° °00O° 1 Tw.d� Nmug.....�.bw �. .gal 9 ❑ r \o °/,'°...: ■■■ II��IIIII�����0�� Tog,. Ely.,La ]g.1 BUILDING A UM 0■ /. `� °p. Ae D C•ws dwNl x.en/RR..Row 20.1 S9 eenlANr _C. AT,,„:2. ° or* t�► E cave�..E.dp...N T e EA. .,. .a1 pp dwN.b. :Tr ti '{ =a1 0 o�:E ',A\� D F wededwwl nxry Ha n Ono NEwaEuarar. 0MONO ...r•av ❑ \``S' 0 ®��� © -_°o,^j v ;^\\ , D 9W...J.poiG•oelewnd MEArse. ]gn a Ono [t ` ■ Q, H SI.r.«otu d•wd an;mu/N. I2 ri v 4i-.'^ram s 0 \:. ©I n am.w 4.,e� 0000��0��■ v AtiW Eew.e',AtiW e �r_ � •\° ■ t5'% A COME.Japonica MN.EIdaY Opp. ]psi a ewNab. a� o &. eRNOC°vEFee _ • v ' °° igh I v DRUG STORE �, A.e,..Ip�lo.w.....I,N..I... Ie. U' p.m: '� _ 13 588 SF. i \ © , I L e� g' ,e` A Q z Mir D `� \.v 4 o Q °°° C \^\.. v e © °e0 Bl°O O 1`\` i%� ? TREE STAKE ROOTBALL e / �OOO°° /t. e 1 v ` PLAN TREE STAKE © anti o I PLASTIC TREE TIES Cr W. o e 2,WOOD STAKE.STAKES SHOULD ,° � o I C )I I - �I� EE LOCATED OUTSIDE 0=ROOTp.•,LL ek Q i•` c II Q 2'COMPOSTED MULCH,KEEP AWAY �I�'i0.;,' \\ _ FROM TREE TRIM< 7 `\ Q 2 rue cD TOPSOIL °O•,o-� _�\p D\� �O` `\ S'� FMIS• Ill WITH AMENDMENTS 0 Q �'\=,`\..:.:`\?..\\\: . I II •`����� ..nl (1�/ D.MN i E 9R^��alA' e_ I•- R:ECOMPACT SUBGRADE TO PREVENT SETTLING 0 4iii I�lo���I�I1 e a 1 1 ..11 111 1 11 P, R .r� li� �� - 3R MMIYAf11O70TpALL DIAMETER 3 PLANTING PLAN V A E,I.•m, / pCaL D2CiD000S TR8@ PI BNTiNG Derail_ REVISIONS 1 I CERTIFICATION AND SEAL i HEREBY ,THAT THIS 2"COMPOSTED MJLGH. /I, SUPERVISIONCERTI o THAT i.w CONTINUOUS ACROSS BED W (!) ARCHITE,OR ENGINEER CUTA DULY .REYIOYE ALL TWINE• rrir 411111/141 _ RATE OE A/SHOOTON AS - RdSTIC HCAIQM1F SIDES of \ \ FINISH GRADE - -. me. - _ MAL av Iry NWq ANO FLOATING HOLE.R'TOT �`� P.a m.,INIbD TOPSOIL /I\ _ CALL WITH AMENDMENTS EQ 0-mil BTgErn65 I e0 D SECS Sunset BNCd°REENzm STe.c,Renton,WA S[ STORE _poi�i, BREx SIDES M 7y,...v. i BOTTOMS OP RANTRJG 6' PIT TO ALLOW FOR IRD jJ RWA THOROUGHLY OUGHL RATION ORnmNO TITLE THOROUGHLY COMPACT 901E BELOW 6 ROOT CALL TO ENSURE THAT ROOT WD CO RICHARD WARD ASSOCIATES PLANTING PUN FLARE WILL NOT SETTLE BELOW GRO LINE La..Sp.ARCHITSCTuRe CA00 ROT: R.•u F T+q4 aUWN°NO. sT eT a GOES P1-6HI S TYp1CaL S+iRuB/ GROUNDCOVeR PLBNTING DO-ta L TYPic8L GRouNDcoveR SPBCiNG EW6 E AX IS GOO /� NI VOID PLOT 1 2 1V IS SESSTTLES,WS9NINBTON BOSS2 DALE ]Ram IIrwL RICNARO WARO RELEASEDTO CERTIFICATE N0.297 (?06J7H2110 CONSIW1CTgN REVIEWED eY: RS OF. OWOS. • --'p sprH Fr r L. a• \s\ 1\ © cW 1 • @ g `m` .ny-N n® /// Vv - I/1 c-x:Y[ra) !' 2c , _ -GItt� 4 s �`, ,_ wN _ _ \ (0 E"1 t.Sa4•E N I1 I! 1' E.]L 2p('T'SWj I ' �r __e�-yam „a� ¢ / 1 _ / t` n [- •pflR'WD:. I SnW/•F� _ } Si 4 / / i /�� 2 ha_zi /f ADOITONAI FR(KIDN CONTROL NOIi( ar.,(.� .~ • t■, 2 Z .M T- �'�- / ,'.il�' • 1) 1.WIND TRANSPORT OF SOILS SHALL BE MINIMIZED DURING ` � ,�!i.. a It I LAIC 3 v - J CONSTRUCTION.IF CAUSING A HAZARD TO DRIVERS. / K 7ea4 °� - SI -- - '-'��- _ / / 00.a[Know/ . I MEDICOS OUTLINED IN THE 1990 KING COUNTY SURFACE In I� / 1 / .,y) I \\ `�' 4 - �- '. I WATER MANUAL SHALL BE APPLIED(SEC.542). DUCTED DURING THE MET y - -CCF_ Aio .. i�emmi ims, �� ADDITIONAL 90 KING y`% / �'��Ir\%I 5 1111 t�� SOILS. PRONSON, 2.IF CONSTRUCIIN IS REQUIREMENTS +ARE(FOUND EXIST N THE 1990KD � IBI , •-ssw w' COUNTY SURFACE WATER MANUAL(SEC.5.4.8). M1 O LI Al ' 41 A W/FUI/ / •/'21% /-i sr -. LJ 'Eti ' .y2 jzs z) 1,7„ 6 EqE NYMIMIi / .•� w,��v ,w• ,a�, .51(n Q _ ...w.a.•,arV !, 7+ ' •/9 r �ylaoa.. I •/. ,,.:4- \ \ I- 3(57 •N„ .of l/I m Z Z m oa..a.x / yy dn: ��//J/ a n * �_`"'".T. E: / •/ • ©' .�.. './ • i % 0 W / / �` •- n// �/ J-� /� • 1 trk, i1 h/�` \ / \\\ `\ ‘ I. Y 71(12:1 CdINSTRucTIM caIRIK CC Q'2 1 Y • I/, i / ,l� J ` / T� I1� I , (,z'sl W CD N_ O / / Y ] "y \ 'El ` \ T.Sz(Yrvn) SCHEDULE1. RCTOR SHALL AND ATTEND THHE PRECONSTRUCTIONACT THE CITY OF RMEETNG.TON O Y J rz-SEp s,O ,�/' / / `// �� SD' •T. / I' I} // /1N 00 \\ \ , 1 NOTIFY THE ENGINEER OF THE LOCATION AND TIME. N /,f // .W'",�_f I / / , /�O / / 4./ { / / '`� I ® 3.INSTALL CB PROTECTION AND OTHER TES.P. p - / -//I / Id/ MEASURES AS INDICATED ON THE EROSION CONTROL MCI G i � / K YS • 7/ y I / // 4 p, a , / , •/ 1 ® PLAN.ALL TEMPORARY AND PERMANENT EROSION V,/ / �7pn. q Kirk, 4. ,�/ I /�/ I Y / \ `j b 1 CONTROLAS EDE$TOLL SE MAINTAINEDTI OMID LEI R / /I1 I • S, / .lC I} -\ q. I REPAIREDFORM AS.NEEDEDTHE T ASSURE A CONTINUED • F O �, } PERFORMANCE.RANCA.THESE MEASURES SHAH BE REPAIRED TO /. / - i �'-'-----It, .___( I / / //4rye. // ` {III Il• I 1 I \I\\ (;,, 1 THEIR ORIGINALLY INSTALLED CONDITION. / / A /„....r F,p \ • /; / rootv. �(II / • N\ I - Jl p'Q' 1 5.DEMOUSI ABANDONED ON-SITE BUILDINGS AND / • 2+ba T - _ b ASSOCIATED PAVEMENT PARKING AREAS. /r 4.CAP EXISTING ON-SITE UTUTES MARKED FOR '7' ;p c /}� I . UCT / • // 1FI wt.FT. MIAS / // 'kj / Z �;/ I. I ER- i5# I V i I-. DEMOUTON AT PROPERTY UNE AND REMOVE. '.�•E"• ay \ I / / / .w>y(s�1� I /\C / / // / / J -.�` /q 1 / A-M•••_r ". H Nf I 1 5.BEGIN SITE GRADING. (•H W tee:ti /II / Wpga a I• / / ./ ) e, / 1 r 1. � / , %i�i a�i� i` 1 • / ` 1" 0 INSTALL NEW UTIUTES AND STORM DRAINAGE SYSTEM. L)g yy 11 / ' / .f' I./ / / �h i/ ���t. 2 / i Y 1 \•.r.E�-.,p3.pE 1 o e /, / /i •••`•••••••••••••• /� \`?/ // /^ % AAA } ..1'' A�17 :,;/ 11 LUCKY FOOD MAR ,31/ �\� 1 B.CONSTRUCT NEW BUILDING. 'E /I / / tii!�•.• ��.�:jry.�.•. / `T. / / �, / i J /O, 1-SiDRV CONCRETE I 9.FINAL GRADE AND PAYE SITE O / / I^!iiai•ii:5i•e+:•:•:•ati•:`. / `� / // 1,;','/A" IIV O//a •- BLOC(BUILDING _ /� �f / , I ' / I ` / // E� .+SrIIV/ 'ry/0 ` �( 10.REMOVE ALL EROSION CONTROL MEASURES LINES 71 c / 1 I Sr O'p F t j I ,y0/eV '24,)sa FT. ,7' 1Z ENTIRE SITE IS STABIUZED.AU.TEMPORARY EROSION S ; / / • `DTI W 4 /7-X,'I v///''-', �CK 12 1 CONTROL ONTRSID IEMsueIRUEi SHALL B AFTER REMOVED 30 DAYS AR�V I� . ///III / - nl• azYsriri Al- LONGER NEEDED.TRAPPED SEDIMENT SHALL BE REMOVED / pp r--,,� .a.,3 E aE�aRnER L _ // / `Y )k�Z'�` A{IIt}�r'R��'1 T HIGHLANDS (}.��aw"".J \ I 1 OR STABILIZED ON-SITE.DISTURBED AREAS RESULTING S( / •• � �\ % A I I I✓ // / L--�¢FE� ��� w�- p FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY I1. i ��• ]/ / / I V / \ STAIIUZED. / / �... // \`-J• \�� eg `\ "HIV/ / Pani a'xml.un9 '49"E ) !I �'•�: W 10.FINAL INS'ECTON. -I E/ • / / ` w�. /O/^�/ ' I 11L I1/r/ j N14-3yi't,M) f B n • / ,1 / �� •r}}Y \ Y�// / '\42 .w.E I A°�'-JpA., -q. / i 1 / P. a'a4n is / •' / i i 'I.I W V. 1 ! / y z�vM( / INTO.mall / .. --- IE yy A�°I /� 1 @:// / / ::' /`••�\ / % `_v. �.t�`CF /^ __-_ { e r'� >� I' EROSION CONTROL LEGEND - ', d Ji 1EE-in 1/ / \11 I /Ssw / / , )h��` \ T� /` y) ` p �1 4\\\` /2 _ ES '1 1 FINISH CONTOUR - / / / / / cntwAx.-.ssa.,p / / \N I (TOP OF ASPHALT) Q / / / / I '-// ^ QPY���_'7� �• •��`` /• • •- ` �Id 4 J I '. fl LIMITS RuERON ••MNI aq / / \ ;"Yp nl,,p,�4, �/ / / i' / EI �\� .y. W li FILTER FABRIC FENCE-R-M- 1 ' i/ // / / i• / / C�tF\ ebAHC�T9 / / / I a • / WOq S ' i ( \ FYI II 0 ROW UNE --- • i \ \^�\�\� 6ty� • ii Ii �,/ taB/On�BM gp frE. I '1„ 0> INLET PROTECTION Q Tc. `,/, ^\ � ji \ / / / )� L� ` / II I/ cb ai / �p • , ,'�,',, `¢•,IAA/ � p , Z a TI�°'c mue°�PonE i a zm«'n / / '.7 V \\ 3 4.10•-'�� . `-^�.< '1-44• v % 0`•.. /r,, L 1 .21' • I iLI .. I p1 _ - 4 '4i..- %••ti 6f '� -/ I[- 1 L 'C - 'lb,--. E;' O'LEN a PHI/4 ' �' -�2: _�"' a V/ / I' , SEAL HORIZONTAL DATUM: //r% ., try-6w'6 1 ,5s C '-4-as AIINB/' REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO.2. /� N 1 - 3- CHECKED FOR COMPLIANCE I TO CITY STANDARDS BASED DATUM: ` „j'� a.-mn gip- I ��� 97084-02 BASED ON CITY OF RENTON DATUM. p, ' �/ /', r Ms _ CITY BENCHMARK NO.1843-FOUND 1/8•BRASS PIN IN A 4•44•CONCRETE POST /, /' c_.Tm„ 'l`�1 'II BUSH( COEDS HITCHINGS, INC. Date MONUMENT IN CASE,DOWN 1.1'AT INTERSECTION OF N.E.12TH ST.AND MONROE //%� MIL ENGINEERS&LAND SURVEYORS _ pal• k g AVE.N.E. ELEVATION A 425.15 /- BRH 1.11 �,,m E-uK o1.13c'ju 5 / ®om Z b WATER UTILITY_SENFRA_NOTES WATER UTKJTY-SAL NOTES(f'ONTWUED) SANITARY'SWIMNMTFS&SPFUFICATIOHS(CONTINUED) STONY WATER DRAINAGE NOTES(CONTINUED) E G 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS 14. INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY 18. SPECIAL DRAINAGE MEASURES RILL BE REWIRED IF THE PROJECT ' ya(J C f' q MIDA" THE uLTEST EDITOR OF ME me SCOOTR�'/MBA STANDARDS CITY OF TO NOTIFY ENTON. IT TM gtt INSPECTOR 24 BE EHOUR5 IN ADVANCE SBIUTY THE PARED FOUNDATIONCURRENT STATE OFI N WASHINGTACCTON STRAMANDARD LSPECIFlC TIONNS)FOf OR LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. TON SPECIFICATIONS.AS APPROVED BY TIE qtt OF RENTON. A SET OF BACKFlW NG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ROAD AND BRIDGE CONSTRUCTOR. THIS SHALL INCLWDE NECESSARY BRANDS NOTES REN APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING ENGINEERS SHALL KEEP AS-BUILT(PARINGS LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION 1W MAY WELL PLACEMENT CONSTRUCTION. MATERIAL AS LL AS AND COMPACTION OF REWIRED 1. BEFORE ANY CONSTRUCTION CR DEVELOPMENT ACTNTY OCCURS,A 9<H 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH PRE-CONSTRUCTION ME:TNS MUST BE HELD NM THE CITY OF 2. THE HOURS Cr WORK IN TIE 511¢E(RIONT-OF-WAY SHALL BE ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL Cr THE PIPE HALL BE SUPPORTED ON A UNIFORMLY DENSE RENTON DEVELOPMENT SERVICES DYSON,PLAN RESER PROJECT a)I- LIMITED TO 8,30 A.M.TO 3.30 P.M.ON RI2DDAYS UNLESS TE-IN. UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6'ABOVE MANAGER. OTHERWISE APPROVED IN'AMTING BY THE TRANSPORTATION ORSON AND BELOW ME PIPE. W W I M AT 277-8222 ALL STREET CLOSURES PARTIAL OR FULL SHALL BE 16. ALL JOINT RESTRAINT SYSTEMS(SHACKLE RODS NUTS,BOLTS. 2. ALL UYHIS OF CLEARING AND AREAS OF VEGETATION PRESERVATION y APPROVED BY THE TRANSPORTATION INSON AT 271-6222 24 HOURS ETC.)SHALL BE AS MANUFACTURED BY NE STAR MANUFACTURING IN. SANITARY SERER PIPE SHALL BE POLYVINYL CHLORIDE(PVC)RUBBER AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE 'I■r I, IN ADVANCE. THE POLICE DEPARTMENT,FIE DEPARTMENT,AND 811 FIELD AND OBSERVED OARING CONSTRUCTION. PROJECT SHALL BE NOTIFIED 24 HOURS IN ADVANCE. COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY NE GASKETED A51Y 0 3034,SDR 35,OR DUCTILE IRON CLASS 50. 9< 2WATER UTUTY SECTION. F 17. IN UNIMPROVED AREAS,MANHOLE TO EXTEND MINIMUM 6 INCH AND 3. ALL REQUIRED SEDIMENTATOR/EROS N CONTROL FACUTES MUST W CV 3. ALL LOCATIONS OF EXISTING UTUTES SHOWN ARE APPROXIMATE 17 ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA.COVER BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING Y Y W AND IT SHALL SE THE CONTRACTOR'S RESPONSSIUtt TO VERIFY MINIMUM DEPTH OF TWO INCHES OR MAT STREETS MAY BE SPADE MUST SLOPE IN ALL DIECTONS TO MATCH PAVING. AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN Sb W 0 Z THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR CUT. ALL SURFACE CONCRETE.PAVEMENT.SDI-WALKS.CURB. WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL Y , MI- DISTURBANCE. FOR UTUTY LOCATE CALL 48-HOURS LOCATORS.1- GUTTERS,MO DRIVEWAY APPROACHES SHALL BE UNCUT TO A EROSON MID SEDIMENT FACUTES SHALL BE MAINTAINED IN A f/1 N, 800-424-5555. MINIMUM DEPTH OF TO INCHES OR REMOVED TO MI EXISTING WPM WATER DRAINAGE NOTTS SATISFACTORY CONDITION UNTIL SUCH THE THAT CLEARING AND/OR xL 11TM p A. AL1 WATER MAIN PIE O BE CEMENT 191ED DUCTILE IRON PIE EXPANSION JOINT. CONSTRUCTON IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION STRUT (1)J CONFORMING TO AWWA C110 AND CIII OR LATEST EVISIW, 1fl A 1E31PORARY COD MIX ASPHALT PATCH SMALL BE PLACED ON TIE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A HAS PASSED. THE IMPLEMENTATION,MAINTENANCE.REPLACEMENT b 0 Z tD THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING DAY M INITIAL LD MIX ON WITH A PERMANENT.ESEALED PATCH TO PE-CONSTRUCTION MEETING MUST BE HELD WTI THE CITY OF AND ADDITIONS TO EROSION/SEGMENTATION CONTROL SYSTEMS SHALL yi gy RENTON DEVELOPMENT SERVICES DIVISION,PLAN REVIEW PROJECT BE THE RESPONSIBILITY OF THE ERMITTEE. U Iyj yIA SHALL CONFORM TO AWM'A C104 OR LATEST REASON. PIPE JSNTS BE PLACED,TO CITY OF RENTON POLICY,RIPON TEN DAYS CALL MANAGER. {,,"'� !Y ON AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON Ct= ALL WCTIIE IRON PIPE TO BE PUSH-ON OR ENSTAiER SOUTH OF SUNSET BLVD.ANICAL JOINT. BEDDING TO BE �C. TRENCHES WILL NOT BE LEFT OPEN FOR SUBGRADE TNSPECTON PRIOR TOVER O PLACEMENT IGHT WITHOUT PRIORON 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIE LATEST 4 THIS D. THE RAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET �y (EMPIRE WAY.SR 900)AND NEST OF SR 167(EAST VALLEY WRITTEN APPROVAL OF THE INSPECTOR. EDITION OF THE'STANDARD SPEOFlCATON FOR ROAD,BRIDGE AND ANTICIPATED STE CONDITIONS. AS CONSTRUCTION PROGRESSES AND -1t FREEWAY)OR IN SOILS OF HIGH RESSTNTY SHALL BE MUNICIPAL CONSTRUCTION'PREPARED BY W.S.D.O.T.,AND THE UNEXPECTED OR SEASONAL CONDITIONS DICTATE,THE PERMITTEE PRO �LOCA7IDNA SKETCH POLYETHYLENE MAPPED PER ANSI/AV/WA CI05-77 STANDARDS. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT,THE PVC PIPE SHALL ANTICIPATE MAT MORE EROSION AND SEDIMENTATION CONTROL a MVM11 USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE AMERICAN PUBLIC WORKS ASSOCIATION(APWA),AS AMENDED BY THE FACIUTES WILL BE NECESSARY TO INSURE COMPLETE SILTATION Nl S. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT WED. 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL CITY OF RENTON. CONTROL ON THE PROPOSED STE. DURING THE COURSE OF PRESSURE RATED AS NOTED ON PANS AND IN ACCORDANCE RIM BE SCHEDULE BO PVC PIPE. 3. TIE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO CONSTRUCTION,IT SHALL BE THE OBUGATON AND RESPONSBUIY ANSI/AWWA C110/A21.10-B2. CEMENT UNING SHALL BE IN THE APPROVED PLANS WHICH ME ON FILE WITH THE CITY OF OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE ACCORDANCE WITH ANS/AWV'A C104/A21.4-85. IF FITTINGS ARE 3 SANITARY SFWFR NOTES A SPFCF1CATh1< RENTON. ANY DEVIATION FROM THE APPROVED PLANS RILL REWIRE CREATED BY HIS ACTNTES AND TO PROVIDE ADDITONAL STE NOTES INCHES TO 12 INCHES IN DIAMETER MID HAVE MECHANICAL JOINTS. WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT FACIUTES.OVER AND ABOVE MINIMUM REQUIREMENTS,AS MAY BE THE FITTINGS SHALL BE IN ACCORDANCE WIN EITHER ANSI/AWWA 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE SERVICES DIVISON. NEEDED TO PROTECT ADJACENT PROPERTES AND WATER WAUTY OF 20RAAR C110/A21.10-82 OR ANS/AWWA C153/A21.53-B4. 3 INCH TO 12 STANDARDS AND SPECIFICATIONS OF THE OTT OF RENTON AND THE THE RECEIVING DRAINAGE SYSTEM. MIER SWUIWAN-RPM WE MEP E LATEST EDTON OF THE WSDOT APWA STANDARDS AND INCH DIAMETER FITTINGS WIHION HAVE MECHANICAL JOINTS AND/OR / A. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB STE BIT MERCY d a FLANGED MINTS SHALL BE IN ACCORDANCE VAIN TUNS/AWWA SPEgFlCATONS. RIHENEVIIN CONSTRUCTION IS IN PROGRESS. 5. APPROVAL OF THIS PLAN IS FOR ER09W/SEDIMENTATON CONTROL O EL T gaWOS W C110 A21.10.82 OR A COMBINATION OF ANSI AWWA C110 A21.10.82ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE 1ow5 I W0r TMY Q'Q' Zi / / / 2. THE HOURS OF WORT(IN THE STREET RIGHT-OF-WAY SHALL BE 5. DATUM SHALL BE U.S.G.S.UNLESS OTHERWISE APPROVED BY CITY OF DESCH,SZE NOR LOCATION OF PIPES,ESTRICTORS,CHANNELS, 1ao 00 WE AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION O THE UNITED TO 8,30 N.M.TO 3:30 P.M.ON VEO(DAYS UNLESS RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE OR RETENTION FACILITIES. N5-A3o- E.y 34 FITTING NTH A MECHANICAL JGNT(5),MAY BE IN ACCORDANCE OTHERWISE APPROVED IN VRIIIMG BY THE TRANSPORTATION PINSON PLANS. P}I PZ ZMi MTH ARS/AWLYA C153/A21.53_84 AND THAT PORTION OF TIE AT 271-8222.ALL STREET 0.0SWES PARTAL OR HOURS SHALL BE 8. WRING THE TIME PERIOD OF NOVEMBER 1 THROUGH 00 SQUARE 31,ALL S RDIp1 SMUT TO NAB RENEW. i �E...II E� FITTING WITH FLANGED JOINT(S)SHALL BE IN ACCORDANCE RITI APPROVED BY AR ENT.TRANSPORTATION DIVISION 2! IN ADVANCE. 6. ALL SEDIMENTATION/EROSION ATON/EROSON FACUTES MUST BE IN OPERATION PROJECT DISTURBED SOIL AREAS GREATER THAN 5,ODD FEET. g A nxc T DIFFER FRO O S ANS/AWWA CI10/A21.1D-82 ACCEPTANCE TESTING IN ACCORDANCE NE PONCE DEPARTMENT,FIE DEPARTMENT,AND 911 SHALL BE PRIOR TO CLEARING AND BUILDING CONSTRUCTION,AND THEY MUST THAT ME TO BE LEFT UNWORKED FOR MORE THAN TWELVE(12) U rg RITH SECTION 53.53 OF ANS/AWWA C153/A21.53-84 OR ROTH NOTIFIED 24 HOURS IN ADVANCE. BE SATISFACTORILY MAINTAINED UNTIL CONSHRUCTON IS COMPLETED HOURS SHALL BE COVERED BY MULCH,SOWING OR PLASTIC 3€ SECTION 10-4.3 OF NHS/AV/WA C110/A21.10-82 SHALL BE OBTAINED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. COVERING. n.TNIS� TE MAP,DATED MAY BY THE CONTRACTOR AND TRANSMITTED TO ME OWNER. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH'STANDARD STE EArcARs Alcx n 40 OJ TO VolNO YEAR �E SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS CONSTRUCTION' J, ALL RATENTION/D OR FACIUTES MUST BE INSTALLED AND IN 7. IN ANY AREA WORD HAS BEEN STRIPPED O VEGETATION AND WHERE 'x'NUS DETERMINED PANEL iB55ro�vA�SFta o vlAx if 6. GATE VALVES SHALL CONFORM O AWWA C500 AND SHALL BE IRON D BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS OPERATION PRIOR TO OR IN CHUTES TON ROTHE ALL CONSTRUCTOR HO FURTHER WORT(IS ANTICIPATED FOR A PERIOD D 30 DAYS OR BOGY,BRONZED-MOUNTED,DOUBLE DISC WIN BRONZE NEDCNG ASSOCIATION,LATEST EDITION(APWA)AND qtt OF RENTON ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT MORE,ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZEDREFER TO NE CORRECTED TAT D RpTIn AGU.RO5 NO.2. �I e$ DEVICE AND 0-RING STUOTNC BOX VALVES SHALL BE DESONED STANDARD SPECIFICATIONS. SERVICES DIVISION. NTH MULCHING.GRASS PLANING OR OTHER APPROVED EROSON NCRISONTAL u8Y FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PS GATE CONTROL TREATMENT APPUCABLE TO THE NME OF YEAR IN VERTICAL DATUM: DATUM. VALVES SHALL BE CLOW UST 14.MUELLER COMPANY NO A2380,OR IA 4. ALL LOCATORS OF EXISTING UTUTES SHOWN ARE APPROXIMATE 8. GRASS SEED MAY BE APPUED BY HYDROSEEDING. THE GRASS SEED QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY CITY OF F ROTC &H. ALL VALVES 12'IN DIAMETER AND LARGER,SHALL BE AND IT SHALL BE THE CONTRACTOR'S ESPONSBIUTY TO VERIFY MIXTURE,OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIE. E ELL FOUND 1/e 5000 PIN IN A Yx4'DROOWTE Pose INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR it NE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE ON SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY SEEDING MAY PROCEED,MUST BE WHENEVER IT IS IN THE INTEREST aNaM 14101 iii IR INTERSECTION O N.E.12M sT.ALA MpRO DISTURBANCE. THE DEVELOPMENT SERVICES DIVISION. OF THE PERMITTEE,BUT MUST BE AUGMENTED WITH MULCHING, GATE VALVE ASSEMBLY VAULT MID 1'BYPASS INSTALLATION. NETTING,OR OPIER TREATMENT APPROVED BY THE CITY OF RENTON, 9MW A 'E M �,NOUTSIDE THE SPEgFlEO TIME PERIOD. SOWN 00NTAK 6.SA6T S DARE FEET OR 1.5119 ACRES 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE 9. ALL PIPE AND APPURTENANCESC SHALL BE WO ON A PROPERLY 7. FIRE HYDRANTS SHALL BE COREY TYPE(OPENING WIN TIE MORE OR LESS REQUIRED PRIOR TO STARTING NEW TONSn1UCEON. IT SHALL BE PREPARED FOUNDATION IN ACCORDANCE RIM SECTION 7-02.3(1 OF 8. FOR ALL EROSON/SEDIMENTATON CONTROL PONDS WHERE THE DEAD PRESSUE)CONFORMING TO AWL/-50/-80 WITH A 8 INCH INLET ) THE CONTRACTOR'S ESPONSIBIUTY TO SECURE ALL NECESSARY THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR AND M.V.O.OF 5 INCHES TWO 2-1/2 INCH HOSE NOZZLES WITH PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION RILL BE ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY STORAGE DEPTH EXCEEDS a INCHES.A FENCE,A MINIMUM O 3 FEET NATIONAL STANDARD]INCH,60 DEGREES V THREADS O.D.THREAD ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT LEADING OF THE TRENCH BOTTOM OR THE TOP O ME FOUNDATION HIGH IS REQUIRED.WIN 3:1 SIDE SLOPES. - 4.875 AND ROOT DIAMETER 4.8263,1-3/4 INCH PENTAGON SHALL BE THE CONTRACTION'S RESPONSBIUTY TO NOTIFY NE CITY MATERIAL AS WELL AS PLACEMENT AND COMPACTON O REWIRED E�+ OPERATING NUT OPENED BY TURNING COUNTER CLOq(RISE(LEFT). BEDDING MATERIAL TO UNIFORM GRADE SO THAT NE ENTE LENGTH 9. A TEMPORARY GRAVEL CONSTRUCTON ENTRANCE,24'X 50'X E'O CONSTR C 24 HOURS IN ADVANCE OF BACKFIWNG ALL4-TO 8-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS i'�E B. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM CONSTRUCTION. ONE PIPE GULL BE L PIPE ED ON A UNIFONYLY DENSE OF VEHICULAR INGRESS AND EGRESS O THE CONSTRUCTION STE- ' e 3 UNYIELDING BASE. ALL PIPE REDOING SHALL BE APRA CASS'C', 6 COVER O>B INONRS LLW FINISH GMADM. ALL WATER VAIN E2 6. CONTRACTOR IS SOLELY ESPONSBLE FOR NE MEANS.METHODS AND WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL P INCHESHAND LARGER SHALL BE AT FA MINIMUM R.W INCHES BELOW SEQUENCES OF CONSTRUCTOR AND FOR ME SAFETY OF WORKERS AND BE COMPACTED TO MINIMUM 95S FOR PAVEMENT AND STRUCTURAL FILL '� - FINISH GRADE. MERE UTILITY CONVICTS OCCUR,WATER MAINS OTHERS ON NE CONSTRUCTION STE. ARE TO BE LOWERED TO CLEAR. SHALL .90%C OVER PER NSM P.V.C. PE. PEA GRAVEL REDOING SHALL BE 8'OVER AND UNDER P.vC.PIPE. 1 I. ALL WATER MAINS SX(6)INCHES IN DIAMETER AND LARGER SHALL 7. IT SHALL BE ANDTH ANYRES OTHER RELATEDTY CONTRACTOR TO OBTAIN BE CLEANED WITH PIE CLEANING'PIGS'PRIOR TO DISINFECTION. STREET USE ANY OTHER PERMITS PRIOR TO ANY 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL • 4 CONSTRUCTION. DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT n CR NE'POLY PIGS'SHALL BE GIRARDDE INDUSTRIES AQUA SWAB-AS OR BETTER INSIDE AND OUTSIDE. FT. APPROVED EQUAL 2 LB/CU FT.DENSITY FOAM NM 90A DUROMETER 8. PLANS APPROVED BY NE CITY O RENTON,DEVELOPMENT SERVICES URETHANE RUBBER COATING ON NE REAR OF'%C ONLY. 'PIGS' DIVISION,SHALL TAKE PRECEDENCE OVER ALL OMER PLANS. 11. STRUCTURES SHALL NOT BE PERMITTED RIMIN 10 FEET OF THE ' I ` SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.THECITY WHO LINE OF ANY STORM DRAINAGE PIPE.OR 15 FEET FROM THE TY WILL ASSIST ME CONTRACTOR O WILL OFLL PERFORM NE 9. A COPYTHESE APPROVED PLANSN MUST BE ON E JOB STE TOP ANY CHANNEL BANK. CLEANING OPERATION. WHENEVER CONSTRUCTION IS IN PROGRESS. g2 ALL CATCH BASIN CRATES SHALL BE DEPRESSED OLIO FEET BELOW TABLE OF CONTENTS 9A ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A 10. THE CONTRACTOR SHALL PROVIDE THE OTT OF RENTON ROTHRIM AN AS- 4PAVEMENT LEVEL MINIMUM OF 200 PSI OR 150 PS OVER OPERATING PRESSURE,IN BUILT CRATING OF THE SANITARY SEVER SYSTEM WHICH HAS BEEN ' ACCORDANCE ROTH THE SPECIFICATIONS O THE Ott OF RENTON AND STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR 13. OPEN CUT ROAD OS THROUGH EXISTING PUBUC RIGHT-OF-WAY Cl COVER SHEET Rx ME WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE LICENSED PROFESSIONAL SURVEYOR. TILL NOT BE ALLOWEDWED UNLESS SPECIFICALLY APPROVED BY NE CITY ad TESTING SHALL BE DONE IN THE PRESENCE O A REPRESENTATIVE D OF RENTON. ME CITY OF RENTON. 11. BACBFILL SHALL BE PLACED EQUALLY ON BOTH ADES OF THE PIPE C2 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,MAXIMUM 14. ROC(FOR EROSION PROTECTION OF ROADSIDE DITCHES RIHERE Al. ALL WATER MAINS AND SERVICES SHALL BE DISNECTED BY THE DEPT OF 8 INCHES THOROUGHLY TAMPING EACH LAVER TO 95 REWIRED,SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF INJECTION OF A 50 PPM(MINIMUM CONCENTRATION)CHLORINE/WATER PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST 1 FONT AND MUST MEET ME FOLLOWING SPECIFICATIONS:4'-8740%- C3 GRADING PLAN SOLUTION. DRY CALCIUM NYPOCHLORITE SHALL NOT BE PLACED IN EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF ME PIPE OR TO 70%PASSING;2'-4'ROC(/30%-401L PASSING AND-2'ROC(/10%- ME PIPE AS LAID. CHLORINE SH3 BE M /1NJECTED IN NE SIDE Of THE TRENCH. MATERIALS TO COMPLETE NE FILL OVER 20%PASSING. ACCORDANCE MN SECTION 7-11.3(1 7-TI. 2)E OR 7-11.3(12)F OF ME PIPE SHALL BE ME SAME AS DESCRIBED. C4 STORM DRAINAGE CONTROL PLAN STANDARD SPEgFICATONS REFERENCED IN 1 ABOVE. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON COSTING CONNECTED TO THE STORM DRAINAGE SYSTEM,UNLESS APPROVED BY 10. A PRECONSTRUCTON CONFERENCE IS REQUIRED PRIOR TO ANY TRAVELED ROADWAY SNAIL BE BACIOTLLED MN CRUSHED ROCK AND NE DEVELOPMENT SERVICES DIVITON. AN ACCURATELY G5- UTIQTS'PLAN CONSTRUCTION. A OF 10(TEN)WORKING DAYS NOTICE IS MECHANICALLY COMPACTED. CUTS INTO THE EASING ASPHALT DIMENSIONED CERTIFIED AS-BUILT DRAWING OF NIS DRAINAGE REWIRED FOR SCHEDUUNG.MINIMUMNG. PRIOR TO SCHEDULING NE PRECON A SHALL BE NE XJNE CUT ROTH SAW IN A CONTINUOUS UE. A SYSTEM RILL BE SUBMITTED TO THE CITY OF RENTON UPC PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTUTY TEMPORARY MIX PATCH MUST BE PLACED PERMANENT 0401 1FLY AFTER CONPLEIION. ENGINEER'S OFFICE. TWENTY-FOUR MWR NOTICE WILL BE EQUIRED BAOTO AND COMPACTION. A ALLRE ROT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHUL BE PER CITY OF RENTON 18. ISSUANCE O NE BUILDING OR CONSTRUCTION PERMIT BY THE CITY z PRIOR TO STARTING NEW CONSTRUCTION. CURRENT STANDARDS. O RENTON DOES NOT RELIEVE NE OWNER OF NE CONTINUING LEGAL H L EN �+ �1HP HOR4 u5 11. IT SMALL BE ME CONTRACTOR'S ESPONSBILItt O SECURE ALLBLIGATION AND/CA UABIUTY CONNECTED ROTH STORM SURFACE I `.t tP AS 13. DATUM SHALL BE CITY OF RENTON,U.S.C.0 AND G.S.S WATER DISPOSITION. TURNER.THE CITY OF RENTON DOES NOT R�.j( NECESSARY PERMITS PRHOt TO STARTING CONSTRUCTION. i SEAL. N ACCEPT ANY OB TIE FINTIEPROPER ANDALLDISTURBEDMAINTENANCE SYSTEM PROVIDED WRING CONSTRUUCTION. 12 INSTALLATION OF CORPORATE E STOPS, LTSR SERVICES,LINES AND PRABILIZED TO TIE SAT9EROSIO DEPARTMENTL FOR THE Tp6P METERS SHALL NOT BE DONE UNTIL ALL SERVICE ApREE11EN1S,METER PREVENTION O ON-STE EROSION AFTER THE COMPLETION OF ',OWL E1� '" AMI116L9H APPUCATONS CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE CONSTRUCTION 17. THE CONTRACTOR SAR SHALL BEDEVICES.RESPONSBLE FOR PROVIDING ADEQUATE CHECKED FOR COMPLIANCE BEEN MADE TO THE CITY OF RENTON. SAFEGUARD.O,SAFETY PROTECTIVE EQUIPMENT. ,HEALTHER% I ma. A.,m I 97084-02 TO CITY STANDARDS AND ANY OTHER NEEDED ACTONSA TO PROTECT PROPERTY E INUM. AND SAFETY HOME PUBLIC AND TO RORK V IN 13. ALL CONNECTION ON TO EXCEPT NET TO BE MAY BE E BY THE Date CONNECTION WITH ME PERFORMANCE OF WORK COVERED BY ME CITY OO RENTON,PC T WET TAPS N MAY PP MADEAL BY CONTRACT.R ANY M WITHIN TRAFFIC O RIGHT-O-WAY MAT BUSH. RINDS H ND URVEYNGS, INC. Doll AAERVED VET TAP COMnULTNE TIAR PRIOR VPTON AN FRDII ME YAY INTERRUPT NORMALY TI FLOW SHALLAREQUIRENDIVISION. AN APPROVEDLLCIVIL OR.110RS&NANO SURVEYORS _ Doll u WATER US TO SECTION. ALL NECESSARY ACTOR AND AND TRAFFIC CONTROL PLAN BY ME TRANSPORTATION TURN 1- ALL u (as 5 z PMATERIALS RIOR TO CITY DE NOTIRCCATTON5.ED Y NE CONTRACTOR AND BE ON-STE SECTIONS OF NE W.SD.O.T.STANDARD SPECIFICATIONS 1-07-23. �y T'j51A'�Pa^AFp1.^'sr T ' oa1a-nw TRAFFIC CONTROL SHALL APPLY. BRWI xM'A,S.BZIA Aa r - r rs'3 4 w_>µ +2„L _ • 7O5sw.� _1 `� �w I svlz '2-x.e,® / —' ,, /i° "s&s-se) 'tI' ` '+ �a ex S'+-e�_FCMR,.c ,lJ]-.,�.,, L '_ .� 1 vb1mµcs > s. nc r uP / I 4Y /' uric }' '9' F°� 4� i i I �'n.:. 74.' 3 r" ' a r N�sW�E , .,. rz In W'aow •`•"s. t) ssMl _ I°• _ oawe �-�-_—s_ , x'C` I ��, "�.xWe F ; GRADING LEGEND in H `�" max+ ; f— —✓'° F s"��RE r �. _ _ /_a5T x� \ \ \ \ Z - �@ :*a EXISTING SPOT GRADE `,y t�S S _ l •) s'f 1��/ ��E \•L \ t4 cJ L 5�_�• — EXISTING CONTOUR �a•^,.. =IJ.I CI scw �+ ' M� /"' 5 1 . _ �-►_ .( \ �� PROPOSED SPOT GRADE / S W x �i PROPOSED CONTOUR ;fJ6 a % / ' I / O P4 Nms.Ni V�\\ ,W,�L � PROPOSED RIDGE LINE i� M7 � • Z p� 16. mill gym- ^ 1oT NEW ASPHALT PAVEMENT 4 �-� .ww<.....oa I.A, /l 6'Ma ,. Imo` NEW CONCRETE PAVEMENT �'� Z I'. / 41N'+ r W c5 ) , W '� y� �. 511 144r 11 .,§I_ 4,-\ I\ S Is, I ;MI STRUCTURE TOP ELEVATION TE= W N . // J / M%,W I d • \ ... \ It.t \`, 4 1 Mi:2(2,0 PIPE INVERT ELEVATION IE� ,�j Tc-asea+ / ire'/ J'y / ^ d ` PROPOSED WALL , ,• 1 ,off ,Ai 441 ti G4z /�� ...t;p2 u .P 4.M2 / ;� AfP j / w �fF3�.f1. ...Y �y���IL 'I, b Op LE `L/ c f .A�rI lid ly ��4^ I y aan �,%� /. .^ ems / a.;� ,Z �,a tit ' ' . '1: this.. / -NISiiiie / r r, . , . r "; \, 41 Lij /'/ e,.l �/ � ; \f' ..' t. /// FF=369.50 si �8 Em 9 I �� / .101, . , a /''�� . 1 t r$� o' "❑ , 4 1 +kil ".:. i . �. 1 >'. G , >i ` +L' t es.2a j / i pia („, \`4 \� oMN.-xs e S- �.. «'$� 11 II ,* I h.„" q.� . , '‘.. ., ,,,/ '...41.,.,,,,,,,-„, /ittilik... / ::8 ✓ .- 4zs 4' zti a I `„,,, ` � .-pte' ' ♦ ) J y� ® A H) �� — • . • .�,W,L.AT.,� �/� av .„..:. _,_ \ 1 ,,, � i„„n, ..... , I ,_ ,,,, . , %,,,,,,... __ „ .. ,...., „.. s . y P #.1. , B4 sN 'Y d4y ,. rL ' ,�L Ca!' 000� �a I p0OpPORR,^N i—�? '` ) a :�.�•' SEAL HORIZONTAL DATUM: d� •� �' �-" ,,, s' / iggg REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO.2. j - , n1 / \wAL e° WLylliptM n 'A'4 s> CHECKED FOR COMPLIANCE VERTICAL DATUM: , da' r "I u.mw e.orr�I.H IY.//R. I I_ °AO 1^°/°1 I 97084-02 TO CITY STANDARDS BASED ON CITY OF RENTON DATUM. s� n �1. CITY BENCHMARK NO.1843-FOUND 1/8'BRASS PIN IN A 4'z4'CONCRETE POST +` yc+ !d i - MONUMENT IN CASE,DOWN 1.1'AT INTERSECTION OF N.E.12TH ST.AND MONROE // / / z a,e.+ "I�,`S BUSH, ROED S HITCHINGS, INC. Dole U AVE N.E. ELEVATION-425.15 qNl ENGINEERS&LAND SURVtTazn T�+�. EAST Dols • (/1Y�) Q �/3'�) //'�� Y!lML11LP114NIiY®101. Awl 1 Y l`1 D.."'°N lose. 0®°'1°N L 1Yfl" Cfs 012.1.1113.1 I100WL PAR DI.LAYOUT. 'GO` Y PRONOE 1/4 .2.w pL M➢B c z.l]QwµcSRTDRAGE SEE SHY..F ACCESSIBLE PUP(TOWARD PARK.), O,I=cwB BETWEEN METAL SNOB. 1( tJ-I. r IS_if \\ I ®IS DRAWER FILE CABINET REWIRES 3 /A].I SEE CRITERIA SPDCIING LANDLORD SEA O�OIINTS ANOWBROON{1OSeS ED CONTROL pp WILMOT ROAD PLANNINGFACILITIES DEERFIELD,AND IL I I J A PIECES OF 3/1•.I2•PLYWOOD ORECE RECEIVING PULFORM. BLOCKING,3'-0•NIDE MIN.,BEHIND 2 RESPONSIBILITIES FOR WREs Ix ,L-4 B17-B00.35p0 800154818 1^ I �O O I WO.BETWEEN STUDS,CENTERED O]I /A3.1 SEISMIC VLTPSENSIirvE FSTA25.x T 01 J�fV �� Sr,AxD3-A.F.p Qtrwvt 0 T PORTION OF -w OQ PIPE euuE„�cuARps. PROJECT TYPE 1 O A CUU TRASH ENCLOSURE TO B. OF FIXTURES DOOR) WALL (OPPOSITE OO NE G SEE fxifa0a EC T O Jai N-r li G.F ELEVATIONS ON SHEET A2.1. ❑M'MBTa?EN9 COxMLTNR OF RXTURES wFu w FR _� OGATE -SEE A2.3 OEIMRT. Oe G.CE NG ENTRANCE. Af.2 ®IAMOLORUe COMLLTAM —.—J_.—.---.—.—.6 ti�•O.L./�Il'H—. • ------.- O ©uuulxuu TOM -SEE SMELT AR.3 62). 'KO��COUNTER,16"H.MIRROR.FULL LENGTH Oi BRICKS 0 81M01®eNBMINE: I •. I = 0CUU TRASH ENCLOSURE To B'-B•A.FF Y•'/iNST(NN c0 ER FuRRN1SIR Ax0 Oe �A r WAIL PETALS.SEE SM All ® OR�R ' (!—}jl I I O I TOUGH-Ix No BY GENERAL CENS ONTRACTOR 0,1 STORE cownTACTow m mare � "' Ls 1 'Iero- _ .�, SEE MECHANICAL DRAWINGS FOR Q V1•THICK= -nlcrl MAsaxrF µi f C 0 II Z m I A�8 LOCATION PROADE 2..30"HINGED WAurscoT WITH.I-BUD L'IV •v __ n-e ^ 5I I 1 ACCESS PANEL ABOVE COOLER WITH SILL OCORNER GUARD AT ALL OUTSIDE CORNERS A�1 ® 17r7 O © ( © "" / ►�I "' "'I HEIGHT AT 9'A F F(ACCESS EQUIEo REMooELBa ❑ 11 11 1 .�f, } `T\ WHEN SURH STATION BY RNE-T O ENTRANCE SLAB BjII I A'} -- - ', K-v,•• .<<., C'f".F - ®WHEN ERSTATax AT DRABS). Al ENTRANCE ARu A z on•CA ❑ I •1 sI, Ed 32.3 .(D L 0 3IEd 0 WALK-IN COOLER WALL OPENING. rw/1 0CARRY TILE PAST COOK OPENING. MIN E 11 .�.__.., � -�■ • BUILDING G.�LJLJ r 11�'' �_ MIRRORS. Lp I Ox EL"^M FRP ON WALL.ROOF µ.Ss AILtSi10■ ••'� Fo'`. O mi EReBNec3 :F[ i S T. ®D, O ell IO• / OSILVER RECOVERY UNIT(BY WucREExs) .I eP"A""''L ENS,,(sF=7,g7,....o �,,. ARCHITECTS.vsc. '0 A\ - E -Q i®:tip!E. • �i GUIDE RM.BY AUTOMATIC EODOR MANAF DRAWING) N E,�,,.,8. ..❑ ,«w I m • • • 0 SHEET�110RRE TNRU. O MECHANICAL IICALLOW fLECTRIC MO EELECTRICAL DRAWIINGS. per..... DETNLS ON B1HE011Y ❑ • - I I') © 0 OE POST BY AUTOMATIC DOOR iC UM iE LOUNi RC II 0 O O � 0'GMiN FAciuRER FOR STORES wrn �P� rs.c Ac1oR T Pu IusE 10.APAmmONsclmac.L2:moWCEvour II �' ,-._- - ••_. ®wm yo oE00R xTRANCE T 4'0R C 2 Hr.DI FOR TO ROOF DECK(OR FLOOR SFIiM_G _ D ( 42 mo,,MTE,s NousrRES ' ____ __ _ 0 ® _ aRs oxfYsE HFEr L:I)>]s I EE s ABBREVIATIONS Y. C-0 T E CABINETSSBELOw)TANDUw WITH GR C:TO MIN]'ABOVE CLG ��. �� I2-] -�1'-0 Ii-I n' ETER WLDCOrEO1R wPFACE OFE ALONG W.L.LEAK] CLEAR FOR REFRIGERATOR. , WNiBMMOSE)RD WR WA AIR TIGHT TER ECESISTANT(PLUMBING WALLS) .lI' II Ay FOR CAR SENSOR.urt BACK i0 Wvx00W ODSTRAA�wi Gs sTr.SHK(SEE PLUMBING (OR FLOOR rBovE R TO ROOF DECK ) I - I CONCRETE PAVEMENT B-BELOW nwsHEo I uBOL ��DEs '''_- -.--_.—.—.---.—,�3—.—.—.—.—.-- —.—.—.—.—.—.—.—.—.—.—.—.—.— ---.—.—.—.—.—._-------_.—. o O xi PAVEMENT TO SEE FIXTURE PUN(SHEET O I)FOR STUDS. m10N a.—.-- ,yyQI .F LOOR, CONCPFTF. ®ROOM FURNISHINGS iN M EOVU ROW. rc b.VSG.TOnROpF FRAM C.NO ROOF DECK Y •-E Iq / tt DOOR AND FRAME OOOWN T STORM w Ox GExEPK SNFz AREA sG�ER WiTOPWOFG"B AREA OEMOVE BLEMISHEEL COLUMNS S SED IN IN FACTORYER '� S KIT N FLORIDA'LOCATIONS.BETWEEN GENERAL I I Sa N/APPE UTR CHASE-28 WIDE.USE 5/B'GWB COLUMNSPSHALL LLL RE PRIME TH PAINT MO ANO DECK ONLES BOTHAR..PROVIDE G.UP 10 ROOTO 2IWG PROW STUDS FCES FLOOR UNIFORM FOLLOWING FIANAL PNNiwG . N TUDS 1' PiECEa WF]/1• b•=25G NR.s 0C.i0 ROOF DECK O MO NK R.N.(SEE PLUMB'G.DRWcs) a (SECURED i0 ROOF FF.ANNG)W H 5` a A %o13EI CEILING. bBL593it AND p FIRECOOE GWB EACH SIDE TICHi TUP 0 ROOF CENTERED RE D F AK 9O/�i WATER HEATER(SEE H DRAWINGS). I DECK.(MINIMUM I REQUIRED BY CODE) O ETSwB FOR uOuxilu O SINK F VON nLL WALL v.-C.VERING..RE 3-5/65 25.MR STUDS.M.o c r0 ROOF 0 x/A / �.py�, c (SECURE To ROOF FRAMING)WITH 5/6• SINK SEE DRUN1EL.lANE CARRIER ABOVE �11•---y-w-G.ON EACH SIDE i0 ROOF DECK sOi PHOTO PLUMBING DRAWINGS O/���DCDDRD HATE 85 _ I O N/A AJ OxE a FLOOR MATERIAL GRANGE. z DECK(SECURED ILO ROOF FRMING)CW.SRWF . . I i ®/LL aFROM aoa+To ROOF. Enos SwsrALL _pcKODEI CYrBMuc„ iRo ROOF BY RRE2 I O vnNDM'....o»POSTS AT DRRE-uP 4. ear INSULATION SENA.METAL STUDS. a MTL DSTUDS.24"U Tn 3-5/B-.ISG. WE SE IZ MwwUM T"VALUES OF ALTERNATE S VI S SECURED TO ROOF E=S' /-� ZAZU OHER�TO STOP Ai CEWNG PROLRDE 5/B' I y_.—.—R-- _—.—.—..~.—.—._.--- O .—.—.---.—. .—.—.—.—.—._.—.—.—.—.—.I _ 1 O x/A ®T-b'HIGH SOFFIT IAi I n DE UP TO CDUNG ONLY WS �l O ^ I m 1�`'') C�)'-b•wcn WAu OExING STOREFRONT SEE IN ARO EXTERIOR `•' TWO�µiERTWS Nif/STUDS SFC MT URESLUODSRO21F"OC �� I V sew:uc ccNli»BUCK IuSERLS ®E E AigN INTERIOR W FRAMING AND OTHERS TO STOP AL CEILING R per yENFRN PN FR N/A PVIDE Sir wR G.BOTH SIDfs UP i0 CD I /A 0-0•HIGH STNNKSS STEEL.WRAP IUNG 4 �0 CONTMCTdi l0 PPOWDE t-IOW.. �ARSVNSp SAlE�RMEA<OLUYNs REORREMENrS FOR RERE ENGRPUTFORAI ANO 0 - - , *0 GSE OPENING w I./ ( ��) y-4 f MANEUVERING OF RECEIVING KCnILEs M I FCE WNL(i0P Oi sYL O 1'-2' O WHERE THESE wA15 ARE OENSIxG PRpnDE A CONCRETE PLATFORM unx I I/2"BELOW 0/,� }- I I TREE)ORE-WAY CV55 BY WALGEENS. WD/OR AE SECURItt TYPE PROVIDE BUILDIn FLOOR RROUNONG PAKUFN1 Swu BE L"— L. 1,....18 M6fHUE0 15100 E000 DID MIRK 3/1' .I sL0E0 UP HE PUTFORu - -II 1/e" w I >; .I "TRAM BEHIND cw b I I ►U'-0 '5 WALGRFExsMFASTENED ° °NB.V i SIDE. m�� i,;I�� ^® I --I0 j PLEA FNISH w-1E0ULE •' P Y I F JR .BASE IIS GEVNG PAN y 4 TAG ¢'© ,�' ' g y "en 'TT'.—. . ———. • —.—.—.—.—. I .-----.—.—.—.—.—.—.—.— I 1 ' r DATE 5 - R No. Wr cacTVTFa1 cawrr a ,'- _ 1 m W y REVISIONS a =i_M m( `J I — r---- 'R i i g g` a ; !i,c e< CERTIFICATION NO SEAL ml•1'''.3 4 , more.,‘0)rr,i,,,, frItiAR A • E»LRAL 0 i I 1 T'1 i'O •' _ ' sI:IefI �y '\\u ;;;;;:s:::::::::''',:te. • NOIGREENS STORE I �h7'•\ •�� \\ • _, ;), • • 9EC SMlwl SNB 8 NE 12W SYaM,RNbL WA II HENS TOILET - F� RM./SPAC • Ii R� !1 • GENERAL FLOOR PLAN S SCHEDULES ED •• N v I ...._...._._1>-a. _ I rrwwxc 3'-a• Cahn Y' u.b �s ya._o Is•s' A. \ M I a°°^'°r. Bcue:ur-ro owAwNO No. I EX. I 1 = Ie- MARK I FIBERGLASS POLYESTER PANEL IN PORTER AREA FROM FLOOR TO B'-0.A.FF DRAWN BY:S.2 NI/N L VOID ROE: O o00 9 ` ARµDE OTNIT.R ERE AWLLALK_N GOOIER/FREEZER DIRE ..2.2 Al.1 oSUEOCS.PHOTO.ANo FRONT CHCO(-OUT RELEASED TO o GENERAL FLOOR PLAN DI b)REQUIRED CASEWORK.OVER SEE SHEET 0.STUDS AND IWSuui0 IN LBC RDNS OF TIRO-WOOL• CONISTRUCTION REVERED BY: 1/8•.I'-01 CONSTRUCTION.SEE SECTION 2/A2.3 - JON OF-DM•t SITE PLAN APPROVAL SUBMITTAL-3.28.02 �//� / \' / / FACILITIES PLANNING ANO DESIGN DRUG,�/ /� ,< � / I 200 WILM0T R0AD DEERFIELD,IL 517-940-2500 600154616 SEC Sunset Blvd.N.E.&N.E.12th Street,RENTON,WA DI / (/ (1...... DRAWINGS/SPECIFICATIONS PROJECT TYPE ZONING. CS(CENTER SUBURBAN) I� I', CD T�� A m N 0•N R°K �>w K51®m .m OCCUPANCY: M(RETAIL) II I�-YI IV ® �� �Dr CONSTRUCTION TYPE: III-N,SPRINKLERED O 1111 - G . • • STORE BUILDING AREA: 13,555 S.F ,� O 6 NE 12TH STREET C= New _-� ® �_I — (5.000) 25•Pn REMODELING [) 1 Al1 LOT SIZE: 65.857 S.F. (1.5119 ACRES) I RELOCATION 01 I!IMPERVIOUS SURFACE(PARKING): 41,988 S.F. 11)11 =7 b _ I TOTAL IMPERVIOUS: 58,026 S.F. Z��/ /��� _ BUILDING _ 1JLLSTL■ MAX LOT COVERAGE: 65R ' _-—- Sa45i w�"3dd.f6'- - -_� I K n .... ARDI1Ecrs.P.S.C. PROVIDED LOT COVERAGE: 20R of / 'a _ N //' T 1 1S omnxl p LANDSCAPE REQUIREMENTS; ri/✓� 5/ ^/ I ssocc Y5 _ �'?yy. r 'l',U o' SIW BSI Dear..O 10'PERIMETER LANDSCAPE BUFFER REQUIRED h PROVIDED II I • 1 / lz 1:m.,01,16......rdnufLlz r F INTERIOR LANDSCAPE REQUIRED: 5R -2,094.4 S.F. j / 1I / y/ T / ` ✓LANDSCAPE PROVIDED: 2,155.77 S.F y. _ • TOTAL LANDSCAPE. 7,631 S.F. / / / -P a4 /i' �, nrsae'Bain• `y�A/„ 1 PARKING RFOI IIRFMFNTS; / / ��/wry / ; asSUI roz x / }}}... b ° / a IPARKING REQUIRED: MIN 5:1 00 - 55 STALLS / ei� .4� AMA%5:1000 - 68 STALLS2 _ U / PARKING PROVIDED: 73 STALLS GjJ/ / / Wee - d 6STANDARD SIZE STALLS: 9'X20' ".,6, ,, � .2,'. pppp ®o® — ', NA%COMPACT STALLS: SOR-22 STALLS ( ) / ro • / _ /y' pp pppp e COMPACT STALLS PROVIDED: 12 STALLS COMPACT 8.5'416' \�� O ADA STALLS PROVIDED: 4 STALLS(9'X20') / • iE•;Ec 1 OO//� _ o / F��� k0/ r_RIIII nING HEIGHT' / °Oi/ ��,.. ZALLOWABLE: 50' PROPOSED: 27' ;!;,;///'\. I � / LA J/`R1111 nINC.sFreACKs ,..:®�N y ��. - .. ((�/�%/%` v/i N%�/j I w WEST(FRONT): 64-O" i� _ _ ! /f NORTH(SIDE): 79-0" • I iii I • � • /` / % a a EAST(REAR): 57' 0" b `�♦ I V / / I p .2 SOUTH(SIDE): 54'-0" / 4 \\ .I >r / ' / / 1 O G • / �- O N / ` 8 .� Y iO BOOR F�IVAnON=t6950 /� /�1 LEGALLCDESCRIPTION. /~ •� ° • �/ 1y555 s0,Fr $1 BLOCK 12,REPEAT OF BLOCKS 12, 13.RDI 14,36,37 AND 38,CORRECTEDPLAT // 1 }p� OF RENTON HIGHLANDS NO.2,ACCORDING TO THE PLAT KINGFRECORDED • A+ ` _,, /' / MI • IN VOLUME 59 OF PLATS,PAGES 52 AND 53,RECORDS OF COUNTY, 411in. ,/'y / WASHINGTON: / EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS. 1 y � '// // a/c 'c COMMENCING AT THE MOST WESTERLY CORNER OF SAD BLOCK 12:THENCE 1 \ • /j / • / / , / NORTH 35'42'00"EAST,ALONG THE NORTHWESTERLY LINE OF SAIDBLOCK, 1 250.00 FEET; 1 `� �j� \ / ,"// / THENCE SOUTH 54'18'00"EAST 142.00 FEET TO THE TRUE POINT OF 11 A� f I/� / / I BEGINNING; 11 `\''` ♦� / G, ''' Sd / /_� I THENCE NORTH 30'20'10"EAST 128.45 FEET: > �J ' S-: THENCE NORTH 35'42'00"EAST 70.00 FEET TO THE SOUTH MARGIN OF —' ��l /l•1°'�°M I � JAA ACCOUNT NUMBER S. NORTHEAST 12TH STREET; ` �� 4 ✓ �� 4a. A / 722790-0015 THENCE SOUTH 88'S6'S5"EAST ALONG SAID MARGIN,31.57 FEET TO THE ,„I/ _ / ................ 0 1 p 722790-0018 NORTHEAST CORNER OF SAID BLOCK 12; _ _ - 1 / 722790-0019 THENCE SOUTH 00'08'15"EAST,ALONG THE EAST UNE OF SAID BLOCK, / ���--"I z•.a� I �1 722790-0020 E ]22]90-0021 129.37 FEET TO A POINT WHICH BEARS NORTH 74'38'49"EAST FROM THE ` .. �r 1 11 2 - I _—_I J z Y`I /{ 8 TRUE POINT OF BEGINNING: _ _ - -1 __ l'ara sKJ-3 THENCE SOUTH 74'38'49'WEST 142.69 FEET TO THE TRUE POINT OF ` �� o ;srAD;yE/x,I•," - $ REVISIONS BEGINNING; o _ 'i CERTIFICATION AND SEAL AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: uws °S o 1' 1S 1 _ � , Il I ` L®�_ / BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; \9•`� o —  - PUN AND SPECIFIC,. a+ THENCE NORTHEASTERLY,ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, ��. c r �� fl A Iw LINGER.'°MGT FEET; x 194�' U 11A DULY REGISTERED THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY UNE,A s?/' ,-='� `� TT DISTANCE OF 100.00 FEET, , U ,iiiiiiIP' UNDER THE LAWS OF THE ccNE PARAIIFI TO SAID NORTHWESTERLY, LINE TO THE `�� i. BY MY NAND AND SOUTHWESTERLY LINE OF SAID BLOCK 12:THENCE NORTHWESTERLY,ALONG - —- _ _ \ / - - -- - - SEA oe'E�0 SAID SOUTHWESTERLY UNE,TO THE POINT OF BEGINNING; _ '\�`� ' ' NE TTTN C. STORE Ynm AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS. I.\ ��I'm m N INROAD s�� "RR`` --AWN ` / •''� ,/ V WALGREENS STORE COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE "/ U SOUTH 33'37'271 EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, F'"�1 ENaw SEC Sunwt Blvd NE 12th Sheol,Renton.WA 103.05 FEET; .<7 e5uw5 tD BE BD4UTA / THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE DRAWING TERE RIGHT,HAVING A RADIUS OF 485.24 FEET,AN ARC DISTANCE OF 3.84 FEET /TO THE TRUE POINT OF BEGINNING; I BITE PLAN(PROJECT DATA THENCE NORTH 35'42'00"EAST 187.75 FEET; A"°RAA ON5."`PO""n" TO N AnB.rn A1W 0 IBN Cam ' RCAIP 1 ma OMw In.THENCE THENCE SOUTH 54'18'00"EAST TO A POINT ON THE SOUTHEASTERLY LINE OF DRAWN BY; SAID BLOCK. - WO PLOT. I. THENCE SOUTHWESTERLY.ALONG SAID SOUTHEASTERLY LINE,TO THE MOST - Meg SP SOUTHERLY CORNER OF SAID BLOCK; RELEASED TO DATE IN. THENCE NORTHWESTERLY,ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, COIRIRIAN N REVIEWED BY: TO THE TRUE POINT OF BEGINNING. AM aP. owoe. S1E PUN APPROVAL sueUlnu-3.28.02 :; p CITY OF RENTON • �y a , *' Planning/Building/Public Works e- /�►�` • o° APR 1 1'0 2 ret *� 2 1055 South Grady Way - Renton Washington 98055 Q¢ —�� O �3 ; a.,T. ADDRESS SERVICE REQUESTED 7211760 U.S. POSTAGE : MICROFILMED �6�P O 042305 9080 Louie Family Llc 3160 NE Sunset Blvd Renton,WA 98056 IN I AS MIMED +f i'WOKE 70FCPW00 c, pNp ��C� 4i ( ( i { i 1 i j j J JI j ! j j l j t j! j RETON TO SEND':ii �� "J a.)-:,•✓!'•,.;{•„4 iI££££1££1£il££££t£I££i£i£££11£1 is13liii£Ii££il£i£!£ti£liii£1£iilii£ii£lifl£iiI Iti % p CITY OF RENTON Wa - ' f .0 Planning/Building/Public Works a4 ,0 • o4) APR 1 1'0 2 Z 0 ,3 2 2 •1055 South Grady Way - Renton Washington 98055 a» � * PRSRT FIRST -CLASS SEA WA°%B1 04/1 0 7 PBME En U.S. POSTAGE ADDRESS SERVICE REQUESTED ' MICROFILMED '2'ni n Ull 780130 0110 Chada Reddy 3919 SW 313Th St Federal Way. "" REDD919 '9O''- 29'_.i8 08 04/16/O2 E 70 SE NOT rELIVERABLE --.. w E UFo ARn ILE f{S TCt7l7RESSED E RN T R JNA ; TO FORWARDR N TO StNDER BIRTFMP - 2 ....732 ii:lidul:illinhiullimlimill„limifidalulilmliti -- a p CITY OF RENTON a: '~ i • Planning/Building/Public Works a-4 * • 1055 South Grady Way - Renton Washington 98055 a , PRSRT FIRST-CLASS SEA VA481 0441 Q pgli�bo U.S. POSTAGE ADDRESS SERVICE REQUESTED , MICROFILM. 2. - 0-3 E) V 780130 0300 Jutin& Lavon ount 3233 NE 12 1 St#215 Renton, A 98056 r . gn,-rr^rs %..e �. ' bdY 91 a-.... H(`.� ♦�'s V NI1 "�T YYYVY..f•'Jf•J.L:•I'a ��{I{{1(3�{��{{{{�{�({)_�{{( �{i LLWilAALAALLUA41-1 .i AWNS $ Q CITY OF RENTON 0Q ATr ru Planning/Building/Public Works p hN APR 1l02 , 4a _ 0 .32 ? 1055 South Grady Way - Renton Washington 98055 f=a • 0.z A ��'»60 METER * U.S. POSTAGE ADDRESS SERVICE REQUESTED MICROFil MEC 285480 0035 Doug Ballard 2216 NE 27Th St l Renton, WA 98056 C19' 150T DELIVERABLE He 5- }}1 AS ADDRESSED LAME TO FOFWIRD Vvd { RETURN 0 SENDER _ .� ..'� :_� C`� . LC VI�k.1 IIL ff1#, #f!#1Jf#!llfit f1 l:ldfflfhfdlufldAid,{f1r}FBI:ICI6? gi 0 p CITY OF RENTON �"'l ,� "' la Planning/Building/Public Works 0-4 1055 South Grady Way - Renton Washington 98055 ADDRESS SERVICE REQUESTED PRSRT FIRST-CLASS SEA '� 81 04!1 PB METER 7211760 U.S.W U.S. POSTAGE ' PC r-AMED 780130 0320 Nathaniel Collins 3233 NE 12Th St#302 Renton, WA 98056 t 1 i I - a BIATFMP V ""� itL Vii t_1I ...:. I-1 l i l Il l Il 1 1 1 l Il 1:, -�•=���1;t='s2 Itslssittittissrstsisstftfstiisf s stti sss s3f s ss ttf s s f st s s sts ,L,...--:-.7----.2 .... ........... : % c• CITY OF RENTON 0 . 4194: ea Planning/Building/Public Works :-, IS 41 • -enTA _Awn 2 ,, •3., _,L c,, • o'l OR 1 1'0 fi‘.••?4,• - :0.- - U • 1055 South Grady Way - Renton Washington 98055 ime acc ...,-,, PB METER • • ADDRESS SERVICE REQUESTED ,. 1 7211760 U.S. POSTAGE : MICROFILMED ) 4.----'1 01 042305 91) Brian o Corp PO Bo 5 Renton, A 98057 -- , . . _.,J.„ -•• Prri Zi : : j•,ki i j 17: . it, nit-':, •,-..'.---.f r ,w , , , .)si K•I'v YL,. 'N °'t, '`" t I kltio,WAL.. - -e..z.v2. Iiiiilistidittotititiiiiiiiihrtirlitilittithitiriltimild-/ - - - - — - - ®09LS Jasei d 12x siagei ssaJppy ®A213AV 042305 9080 042305 9095 042305 9096 Louie Family Lk Thrifty Payless Inc Daniel&Helen Ferrelli 3160 NE Sunset Blvd PO Box 8431 10115 214Th Ave NE Renton,WA 98056 Harrisburg,PA 17105 Redmond,WA 98053 042305 9155 042305 9169 042305 9182 Zi Corporation Brian Wood Corp Steven&Sandra Jaffe 4044 NE Sunset Blvd PO Box 503 4575 Somerset P1 SE Renton,WA 98056 Renton,WA 98057 Bellevue,WA 98006 042305 9316 042305 9317 042540 0040 Hari&Kiran Vir R I C 21 Ltd Ireneo&Susan Lalanga 3232 NE 12Th St 645 E Missouri Ave#400 1722 Harrington Ave NE Renton,WA 98056 Phoenix,AZ 85012 Renton,WA 98056 092305 9170 285480 0030 285480 0035 Craig Schaff Khanh Nguyen&Hanh Vo Doug Ballard 1170 Monroe Ave NE 1082 Lynnwood Ave NE 2216 NE 27Th St Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 285480 0040 285480 0130 285480 0135 Margaret Hodge Curtis&Hedy West Curtis&Hedy West 1074 Lynnwood Ave NE 222 Queen Anne Ave N 222 Queen Anne Ave N Renton,WA 98056 Seattle,WA 98109 Seattle,WA 98109 285480 0140 285480 0145 285480 0260 Frederick R E&M E Brown Frederick Brown Philip&Cheryl Kocisko 807 179Th Ct NE 807 179Th Ct NE 1069 Lynnwood Ave NE Bellevue,WA 98008 Bellevue,WA 98008 Renton,WA 98056 285480 0265 285480 0270 382530 0010 W C Sharpsteen Roy&Donna White Mark&Pamela Beckley 1075 Lynnwood Ave NE 1081 Lynnwood Ave NE 1160 Monroe Ave NE#A l Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0020 382530 0030 382530 0040 Antonio York Ina Bright Dona Grisius 1160 Monroe Ave NE#A2 1160 Monroe Ave NE 1160 Monroe Ave NE#A4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0050 382530 0060 382530 0070 Patrick&Rebecca Wright Joyce Brown Darlene Robinson 1160 Monroe Ave NE#5-A 1160 Monroe Ave NE 1160 Monroe Ave NE#B 1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0080 382530 0090 382530 0100 Nami Tanaka Timothy&Charlene Dulhanty Linda Zee 1160 Monroe Ave NE#B2 1160 Monroe Ave NE 1160 Monroe Ave NE#B4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ®09i5 Joj aleidwal asn Wlslaays paaj q oows ®O91 S Jasei s)agei ssaippy ®AU]AV 11 382530 0110 382530 0120 382530 0130 Gu Xiangchu Xu Dengyin Ye Yigan 1160 Monroe Ave NE#C1 1160 Monroe Ave NE#C2 1160 Monroe Ave NE#D1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0140 382530 0150 382530 0160 Li Shuangquan Liang Rui Zhu Jiangao 1160 Monroe Ave NE#D2 1160 Monroe Ave NE#D3 1160 Monroe Ave NE#D4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0170 382530 0180 722780 0285 Cui Haiming Xu Weiyi Tosco Corporation 1160 Monroe Ave NE#D5 1160 Monroe Ave NE#D6 72 Cummings Point Rd Renton,WA 98056 Renton,WA 98056 Stamford,CT 06902 722780 1206 722780 1406 722790 0016 U S Bank Corporate Props Hilands Greater Tien-Cheng Lee&Hsiang-Lan Chen 2800 E Lake St PO Box 53290 17433 NE 38Th St Minneapolis,MN 55406 Bellevue,WA 98015 Redmond,WA 98052 722790 0017 722790 0094 722790 0095 Robert Hall Sanford Sandleman Pacific Nut Company Inc 10510 SE 27Th St 77 Tarrytown Rd 15732 Tustin Village Way Bellevue,WA 98004 White Plains,NY 10607 Tustin,CA 92780 773610 0015 780130 0010 780130 0020 Dennis Ossenkop William Jenkins Aaron Hart 3316 NE 12Th St 3233 NE 12Th St#101 3233 NE 12Th St#102 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0030 780130 0040 780130 0050 Chad Reddy Alan Anderson Tina Lea Fenkner 16277 SE 63Rd St 3233 NE 12Th St#104 3233 NE 12Th St#105 Bellevue,WA 98006 Renton,WA 98056 Renton,WA 98056 780130 0060 780130 0070 780130 0080 David&Roxanne Chesak Judith Gibson Ruby Gillespie 3233 NE 12Th St#106 3233 NE 12Th St#107 3233 NE 12Th St#108 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0090 780130 0100 780130 0110 Chad Reddy Jason&Linda Francis Chada Reddy 16277 SE 63Rd St 3233 NE 12Th St#110 3919 SW 313Th St Bellevue,WA 98006 Renton,WA 98056 Federal Way,WA 98023 780130 0120 780130 0130 780130 0140 B Sonia Nelson Marcus Palmer Galen Paderes 3233 NE 12Th St#112 3233 NE 12Th St#113 3233 NE 12Th St#114 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ®09tS Joj aieidwal asn Wls2aags paa j q oows ®09IS Jasei siagei ssaippv @AU3AV 780130 0150 780130 0160 780130 0170 Brenda Lee Long Edgar&Linda Deubose Anatoly Petrov 3233 NE 12Th St#115 3233 NE 112Th St#201 3233 NE 12Th St#202 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0180 780130 0190 780130 0200 Gabrielle Elsenhardt David Deatrich Richard N J&Mahin Dashty Bolin 30826 8Th Ave SW 3331 NE 10Th P1 512 130Th Ave NE Federal Way,WA 98023 Renton,WA 98056 Bellevue,WA 98005 780130 0210 780130 0220 780130 0230 William&Dorothy Fogleman Sr. Arnold Smith&Masud Popal Arnold Klimke 929 6Th P1 S 3233 NE 12Th St#207 PO Box 590 Kirkland,WA 98033 Renton,WA 98056 Boston,MA 02102 780130 0240 780130 0250 780130 0260 Donald&Mary Duncan Marcee Townsend Simon Ross 10119 128Th Ave SE 3233 NE 12Th St#210 3233 NE 12Th St#211 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0270 780130 0280 780130 0290 Wilma Mutchie Richard Mecham Harriet Rahm 3233 NE 12Th St#212 3233 NE 12Th St 3233 NE 12Th St#214 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0300 780130 0310 780130 0320 Jutin&Lavonne Yount Matthew John Poeske Nathaniel Collins 3233 NE 12Th St#215 3233 NE 12Th St#301 3233 NE 12Th St#302 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0330 780130 0340 780130 0350 Bradley&Diane Sprouse Adrian&Gabriela Nemere William Fitzhugh 3233 NE 12Th St#303 3233 NE 12Th St#304 3233 NE 12Th St#305 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0360 780130 0370 780130 0380 Sarah Singh Stephen Nelson Dennis&Dennis Weigel 3233 NE 12Th St#306 3233 NE 12Th St#307 A Vivian Renton,WA 98056 Renton,WA 98056 3233 NE 12Th St#308 Renton,WA 98056 780130 0390 780130 0400 780130 0410 Arturo Munoz Kelly Mortier Robert Wilber 3233 NE 12Th St#309 3233 NE 12Th St#310 3233 NE 12Th St#311 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0420 780130 0430 780130 0440 Nycholle Harris Susan Ponsler Shawn Lowry 3233 NE 12Th St#312 3233 NE 12Th St#313 PO Box 2205 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ®09IS JQQ aieidwai as0 Wislaays Pei yloows ®091S iasei spgel SSW ppy eAU3AV 780130 0450 Godofredo Avelina Blanco 3733 221St P1 SE Sammamish,WA 98075 ®09iS ioj aw1dwa1 as() Wls;aays Rai yioows 20030110002492 Return Address: PAGES001 OF 008COV 26.00 OFFICE OF THE CITY CLERK 01/10/2003 14:51 1005 SOUTH GRADY WAY KING COUNTY, WA RENTON,WA 98055 Document Title(s)(or transactions contained therein): 9/$50.00 1. RESTRICTIVE COVENANT 800Joe))41?31 �14173CD c ). 2. �J 3. NON-CONFOR ING DOCUMENT 0 4. 0 Reference Number(s) of Documents assigned or released: (on Page of documents(s)) Grantor(s) 1. BALDRIDGE-RENTON, LLC 2. GREATER HILANDS LTD PARTNERSHIP FILED FOR RECC '` 3. TRA SNA-%34 TITLE 4. Additional names on page of document. G rantees(s) 1. CITY OF RENTON 2. 3. 4. Additional names on page of document Legal description(abbreviated: i.e. lot,block, plat or section,township, range) PTN BLK 12 REPLAT, CORRECTED PLAT OF RENTONHIGHLANDS NO 2 Additional legal is on pages 6&7 of document Assessor's Property Tax Parcel/Account Number 7227900015 7227900019 7227900020 7227900021 7227900018 Additional parcels are on page of document I AM REQUESTING AN EMERGENCY NONSTANDARD RECORDING FOR AN ADDITIONAL FEE AS PROVIDED IN RCW 86.18.010. I UNDERSTAND THAT THE RECORDING PROCESSING REQUIREMENTS MAY COVER UP OR OTHERWISE OBSCURE SOME PART OF THE TEXT OF THE ORIGINAL DOCUMENT. qrki/a01 d id/0(F Signature f • AFTER RECORDING RETURN TO: Office of the City Clerk Renton City Hall 1055 South Grady Way Renton, WA 98055 Document Title or Titles: t " (OO I L4 73) / I C o I L-�]3Z Restrictive Covenant 0 //a5-- Grantors: Baldridge-Renton, L.L.C. Greater Hilands Ltd. Partnership Grantee: FILED FOR RECORD AT REQUEST OF TRANSNATION TITLE INSURANCE CO City of Renton, Washington Pages referencing additional names: None Abbreviated Legal Description: 17-hn ? 12 ) Rai Co-CA"QCA4P Ptak- 14+4,.,k 02•Z Additional Legal Description Found On: Exhibit A Assessor's Property Tax Parcel Number or Account Number: J 2. 2-7 t,D — DO 15 oo i 9 -- 2-2--10io- 00Z0 o - 0 0 21 o- op B 388252.WPD;2 RESTRICTIVE COVENANT This Restrictive Covenant is made as of the day of ,2003,by Baldridge- Renton, L.L.C., a Washington limited liability company (`Baldridge"), and Greater Hilands Ltd. Partne hip, a Washington limited partnership ("Greater Hilands" and, together with Baldridge, wrrNE collecti ely herein referred to as"Owners". SSETH,THAT: WHEREAS,Baldridge is the owner of the real property(the`Baldridge Property")located in the City ofRenton,King County,Washington,described on Exhibit A attached hereto and incorporated herein by reference; and WHEREAS,Greater Hilands is the owner of the real property(the"Greater Hilands Property" and,to ther with the Baldridge Property,herein collectively referred to as the"Property")located in the Ci ofRenton,King County,Washington,described on Exhibit B attached hereto and incorporated herein y reference; and WHEREAS,pursuant to variances(the"Variances")granted by the City of Renton, the Site Plan for the Property,a copy of which is attached hereto,marked Exhibit C and incorporated herein by reference,provides for the extension of four(4)parking stalls,the installation of an approximate 98.7 sgiare foot, double-sided monument sign of 14.7 feet in height and landscaping(collectively, the"Improvements")within the public right-of-way for Sunset Boulevard NE(the"Right-of-Way"); and WHEREAS,as a condition to the grant of the Variances,the City of Renton required Owners to record a restrictive covenant allowing the City of Renton to require the removal of the Improvements from th Right-of-Way and installation of all or a portion of the Improvements on Owners'Property; and WHEREAS, this Declaration is intended to satisfy the foregoing requirement. NOW,THEREFORE,in consideration of the premises,the City ofRenton's grant of the Variances and for other good and valuable considerations, the receipt and sufficiency of which are hereby acknowledged,Owners do hereby declare,covenant,acknowledge and agree that if and at such time as the ' ight-of-Way is developed,the City of Renton shall have the right to compel the removal of the Imp ovements from the Right-of-Way and the installation of all or a portion of the Improvements on 0 ers' Property. his Declaration shall be recorded in the King County Records,and shall constitute a covenant runnin 14 with the land and shall be binding upon all parties and all persons claiming under Owner includi g,but not limited to,all current and future owners of any portion of or interest in the Property. This co enant may not be removed,released or modified without the prior written approval of the City of enton. WITNESS WHEREOF, Owners have executed this Declaration as of the day and year first ab 4 ve written. 388252.W'D;2 SIGNATURE PAGE RESTRICTIVE COVENANT BALDRIDGE-RENTON, L.L.C., a Washington limited liability company BY: C. Allen Kann, Member STATE OF MISSOURI ) SS COUNTY OF ST. LOUIS ) On this 3iay of January,2003,before me personally appeared C.Allen Kann,a Member of Baidridge-Renton,L.L.C.,a Washington limited liability company,known to me to be the person who executed the foregoing in behalf of said limited liability company and acknowledged to me that he executed the same for the purposes therein stated. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid, the day and year first above written. DAVID G.SCHOTT Mo1vVSMoA of Mewl Seal Notary Public fR1o�I�Cov>A► � MI►C rivras{'>segost 13.2OO5 388252.WPD;2 SIGNATURE PAGE RESTRICTIVE COVENANT GREATER HILANDS LTD. PARTNERSHIP, a Washing ' • •rtnership or )00>10,11 STATE OF ) SS COUNTY OF / ) On this p- day of .January, 2003, before me personally appeared /c.c.ot , • 1Pd of Greater Hilands Ltd.Partnership,a Washington limited partnership,known to me to be the person who executed the foregoing in behalf of said limited partnership and acknowledged to me that he executed the same for the purposes therein stated. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid, the day and year first above written. QP �;M�ssioy�''��G�'i Notary Public ' :u T,� o � '� O � ;',1�1-0504 � S 388252.WPD;2 Exhibit A (Legal Description) THAT PORTION OF BLOCK 12 OF REPLAT OF BLOCKS 12, 13, 14,36,37 AND 38 OF CORRECTED PLAT OF RENTON HIGHLANDS NO. 2,AS PER PLAT RECORDED UNDER VOLUME 59 OF PLATS,PAGES 52 AND 53,DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE NORTH 35°42'00"EAST, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK,250.00 FEET;THENCE SOUTH 54° 18'00"EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 30° 20' 10" EAST 128.45 FEET; THENCE NORTH 35°42' 00"EAST 70.00 FEET TO THE SOUTH MARGIN OF NORTHEAST 12"'STREET; THENCE SOUTH 88°56'55"EAST ALONG SAID MARGIN,31.57 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 12; THENCE SOUTH 00° 18' 15" EAST, ALONG THE EAST LINE OF SAID BLOCK 129.37 FEET TO A POINT WHICH BEARS NORTH 74° 38' 49"EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 74° 38' 49"WEST 142.69 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 389676.WPD; 1 • Exhibif (Legal Description) BLOCK 12 OF REPLAT OF BLOCKS 12, 13, 14, 36, 37 AND 38 OF CORRECTED PLAT OF RENTON HIGHLANDS NO.2,AS PER PLAT RECORDED UNDER VOLUME 59 OF PLATS,PAGES 52 AND 53; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE NORTH 35°42'00"EAST, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK,250.00 FEET;THENCE SOUTH 54° 18'00"EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 30° 20' 10" EAST 128.45 FEET; THENCE NORTH 35°42' 00"EAST 70.00 FEET TO THE SOUTH MARGIN OF NORTHEAST 12Th STREET; THENCE SOUTH 88°56'55"EAST ALONG SAID MARGIN,31.57 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 12; THENCE SOUTH 00° 08' 15" EAST, ALONG THE EAST LINE OF SAID BLOCK 129.37 FEET TO A POINT WHICH BEARS NORTH 74° 38' 49"EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 74° 38' 49"WEST 142.69 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE NORTHEASTERLY, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK 150.00 FEET;THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY LINE, A DISTANCE OF 100.00 FEET; THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY LINE,TO THE SOUTHWESTERLY LINE OF SAID BLOCK 12;THENCE NORTHWESTERLY,ALONG SAID SOUTHWESTERLY LINE,TO THE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE SOUTH 33°37'27"EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, 103.05 FEET;THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE RIGHT,HAVING A RADIUS OF 485.24 FEET,AN ARC DISTANCE OF 3.84 FEET TO THE TRUE POINT OF BEGINNING;THENCE NORTH 35°42' 00"EAST 187.75 FEET;THENCE SOUTH 54° 18'00"EAST TO A POINT ON THE SOUTHEASTERLY LINE OF SAID BLOCK; THENCE SOUTHWESTERLY, ALONG SAID SOUTHEASTERLY LINE, TO THE MOST SOUTHERLY CORNER OF SAID BLOCK;THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK,TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. 389677.WPD; 1 EzA 3i C" VIE PIM KIM NOTES -- / / / / oFWAlm y..,....<,r Km.maRR csZytee-at. 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WE SURFACE(PARKING} • / 4 / / s o y) (( r a 0�.; ,�. • .8...................mos...,can..w.o.2 EOfM.MPERNOUS: 56.026 SE f . 8y 1 ),..-i II •• `U`♦ QRo.aura.mall.ruvclo.AA Lux l01 W.LilCE: 65Z ineey ` D tm CPE: ax • P... ` ;�` • a/ � `{Q� � i• • . I n' WMs"�V1 a(Y+RrurNIS .l d� Q 1� Pan n.0 anx 10'PERAK-MR LANDSCAPE DufTER Q N 0.9PS2.4 D!PPOVIXD / -^ � _, \.;' . 3 ((aaj)TT meaty f...- 1piRW IINDSCIYC PEOUTC°5L- `-44' wa `-'RAN...v x LAlY:CA^(I PR(MIIEIF, 2.155.77 Sala / '411.4 4. .d / CI QaF wwn.f LUM1t sa IOUs La/GSLAPE: WI S.F. A. :.lC .. �ii�..JAI Ottw�oU.<m a, PARKING REDUIRENENi- yB i :Y ♦ �QY.a .A g PAX*.REOuRER f �E _©Ai, E� A•8..,9 ; L 1pJ Lsuu ,a.�® n.N„a......c. P uM`sPIeD.�ioEa EI STALLS l N\ A le)Cteyt.e�tA, q.rR..` N.N 1 a Q O f '�`{;u.,..�c �c.a aa< s u+cM+D 51:E slAEs .7:0. . - 8 .r... Ew�.o P<oc rR mar Me ,�� CrO'•v ;av:c�i rAESA"FRo ax o slTiauAts - — v xi '""ri°'m .06 svals PR0999]ER•s1A95(9xzo) `- I. y oNCG • A� V�: I I QFao.oQ i OROPOSED'. 2]' �\ �,� ; • .v.•• ^ ; �ecwsso art v asvn so m a[n w♦1 Duo Mc SEI6.LNi - ..]] M` i Q- NGRIN-52.SE:LDW.(FROM):79'-Er �sv.\ `. ,-.♦l ` gc.2 ni . CAST-NE 71w sUKu(SW): 9Y-0' „Sf' \ �� /�JJ� _t SOUTH-NE IIIN R(REM): 41'-0" e. © 9 /�% �I (s"I 1°n I res.(scot N•-D. WARM `s:• $4 _ A ` J E1 [ (Y111iG11011AOEFAL N::: .c.) .. . • .. . ,.,.'...,(•..'A.., } Iw : • p�M .. v ( Yc 1 1t1M PI .-m.•. .a<ams �'a" _— WALGREENS STORE t. A 32C Ra..bAl lEV AaM RrbawwA . . - . G 4 N...... . i d 1 m � wL� • FAC(11T1=_S I. V PX ACCOUNT NUWRRS AEI le i'S4' EX..r 721790-0015 12.236.65266.a •60011.nt p 721790-00I0 - 00eL_ A0.2 • 722790-0019 - 722790-0020 �( mArnu.a rr. 722190-6021 x•YE&♦'. ..a Or-0„000 •%OWL Board of Public Works Jesse Tanner,Mayor October 30,2002 John Hailstorm CITY tine RENTON Sconzo Hailstorm Architects,P.S.C. 919— 124t Ave.N.E. Bellevue,WA 98005 SUBJECT: RIGHT-OF-WAY USE PERMIT WALGREEN'S NO.7355,LUA 02-038 3011 SUNSET BLVD.N.E.,RENTON,WA Dear Mr.Hailstorm: The Board of Public Works met on October 23,2002,to consider your request for a right-of-way use permit at the above location. The Board granted your request, subject to the following conditions: 1. Applicant shall obtain Water Utility's approval of final plant list for shallow root plants only. 2. Applicant shall be responsible for replacing landscaping and restoration and maintenance of pedestrian plaza in case of water line repair or maintenance. 3. Applicant shall provide plans with utilities and location of proposed sign. Development Services will approve location of sign prior to installation. 4. Applicant shall provide sufficient public liability and property damage insurance with limits of not less than one hundred thousand dollars and three hundred thousand dollars ($100,000.00/$300,000.00) of public liability and not less than fifty thousand dollars ($50,000.00)of property damage. Copies of the insurance policy(or policies)will be furnished to the City with special endorsement in favor of the City. 5. Applicant shall pay a fee for the temporary use of public right of way,as established by ordinance. Said fee is calculated at$760.00 plus leasehold excise tax,payable annually in advance. The fee is subject to change if the property value of the land or the fee code ordinance changes. 6. If the sign encroaches in the Washington State Department of Transportation(WSDOT)right of way,the applicant shall contact WSDOT. Applicant shall ensure that any requirements of WSDOT are met. Please submit the initial annual fee payment and the Certificate of Insurance to the 6th floor Customer Service representative. You will then be issued the revocable permit. t\DAEUAEtiStST z\ 11ARED'Fite Sys DPW-Board of Public Works\BI'w-04-Right of way Permits watgreenIRdEcfN T O is 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE C U R V I. • October 30, 2002 Board of Public Works Page 2 • If you have any questions you may contact Juliana Sitthidet,Board Coordinator,at(425)430-7278. Sincerely, Judy salter YJ) Acting Recording Secretary V cc: Board Members Neil Watts,Chairman Norma Kuhn,Finance Department Juliana Sitthidet,Board Coordinator Jan Illian,Plan Review Lesley Nishihira,Senior Planner ?Y Op E�T� CZS OCT 2002 VE H:\File Sys\BPW-Board of Public Works\BPW-04-Right of Way Permits\walgreenletter.doc\Icf i CITY ter' KENTON Office of the City Attorney Lawrence J.Warren Jesse Tanner,Mayor DEVELC INNING CM' .- riENTON OCT 282002 MEMORANDUM RECEIVED To: Lesley Nishihira, Development Services/Planning From: Lawrence J. Warren, City Attorney Date: October 25, 2002 Subject: Restrictive Covenant— Walgreens on Sunset (File No. LUA-02-038, SA-A, ECF, V-B) The covenant would be better as modified by my written changes attached. Lawrence J. arren LJW:tmj cc: Jay Covington Post Office Box 626-Renton,Washington 98057-(425)255-8678/FAX(425)255-5474 RENTOlAHEAD OF THE cU xv 1 aiThis paper contains 50%recycled material,30%post consumer , OCT-15-2002 11:00 FROM SCONZO / HALLSTROM TO 14254307300 P.02/05 AFTER RECORDING RETURN TO: H ld A. Tzinberg, Blum d, I & Sandweiss, P.C. SVnOtA - 168 No ec Ave., Fourth Floor CA f-1 err k= ' St ouis, Missoun 3105 Document Title or Titles: Restrictive Covenant Grantor: Baldridge-Renton, L.L.C. Grantee: City of Renton, Washington Pages referencing additional names: None Abbreviated Legal Description: Additional Legal Description Found On: Exhibit A Assessor's Property Tax Parcel Number or Account Number: 1 • 'OCT-15-2002 11:00 FROM SCONZO / HRLLSTROM iU 1424,S0'(.S160 F'.03/05 RESTRICTIVE COVENANT This Restrictive Covenant is made as of the day of , 2002, by-awl betWn Baldridge-Renton, L.L.C., a Washington limited liability company("Grin " , the-- hin WITNESSETH, THAT: WHEREAS, Grantor is the owner of the real property(the"Property") located in the City of Renton, King County, Washington, described on Exhibit A attached hereto and incorporated herein by reference; and .[l~Q (2t4 WHEREAS, pursuant to variances (the "Variances") granted by GSauteG3Arrt6r's Site Plan for the Property, a copy of which is attached hereto, marked Exhibit B and incorporated herein by reference,provides for the extension of four(4)parking stalls, the installation of an approximate 98.7 square foot, double-sided monument sign of 14.7 feet in height and landscaping (collectively, the "Improvements") within the public right-of-way for Sunset Boulevard NE (the "Right-of-Way"); and 4 (4(of WHEREAS, as a condition to the grant of the Variances, ee required r o record a restrictive covenant allowing C nliee to,,require the removal of the Improvements from the Right-of-Way; and 'Wt cf "�"*� �,�s5 w� Sys�at(a N- Gc[l cam a �` plc 8� (9¢ �'` -/1� t.V.1 WHEREAS, this Declaration is intended to satisfy the foregoing requirement. 1 NOW, THEREFORE, in consideration of the premises, Gjae=s grant of the Variances and for other good and�va,luable considerations, the receipt and sufficiency of which are hereby acknowledged, G 4r °e'roes hereby de are, ov an , acknowledge and agree that if and at such time as the Right-of-Way is developed, G s a ave the right to compel the removal a • i of the Improvements from the Right-of-Ways cw,Q (42 i u`c4a t -k o f a" 67 CA- ff14-k.o 32.41-(fir*-rte en.o.►.- / - U co-K.524-1 (- , I This Declaration shall be recorded in the King County Records, and shall constitute a covenng with the land and shall be binding upon all parties and all persons claiming under ` � r including, but not limited to, all current and f ture owners of any portio of or. interest in the Property. TkS 41 o' "r j re(6".#& (ram y ' ' ' w 1444. ,/ 140 `'`" '� �``� or(MP Chi if O 2 .• OCT-15-2002 11:00 FROM SCONZO / HALLSTROM TO 14254307300 P.04/05 IN WITNESS WHEREOF, Grantor and Grantee have executed this Declaration as of the day and year first above written. GRANTOR: BALDRIDGE-RENTON, L.L.C., a Washington limited liability company BY: GRANTEE: CITY OF RENTON, WASHINGTON, a municipal corporation and political subdivision of the State of Washington BY: STATE OF MISSOURI ) ) SS COUNTY OF ST. LOUIS ) On this_ day of , 2002,before me personally appeared of Baldridge-Renton, L.L.C., a Washington limited liability company, known to me to be the person who executed the foregoing in behalf of said limited liability company and acknowledged to me that he executed the same for the purposes therein stated. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid, the day and year first above written. Notary Public 3 ..00T-15-2002 11:00 FROM SCONZO / HALLSTROM 1U 1424.iUYJUU P.05/05 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) On this day of , 2002, before me personally appeared of the City of Renton, Washington, a municipal corporation and political subdivision of the State of Washington, known to me to be the person who executed the foregoing in behalf of said corporation and acknowledged to me that he executed the same for the purposes therein stated. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid, the day and year first above written. Notary Public 4 TOTAL P.05 (1 CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: October 23, 2002 TO: Larry Warren, City Attorney a FROM: Lesley Nishihira, Development/Planning SUBJECT: Restrictive Covenant— Walgreens on Sunset(File No. LUA-02-038, SA-A, ECF, V-B) In order to allow the project to utilize portions of the adjacent undeveloped right-of-way, the Board of Adjustment granted variances to allow off-site improvements in lieu of the typically required on- site improvements. The variance was approved subject to the condition that the applicant record a restrictive covenant on the property, which ensures that the code required improvements will occur on-site in the event the right-of-way is further improved (as detailed under item #4 of the attached letter). A copy of the applicant's draft covenant is attached. At your earliest convenience, please review the document for the appropriate language and format. Specifically, is it appropriate to have the City as the "grantee" for the covenant and will this effectively prevent the property owner from rescinding the covenant without the City's consent? If you have questions, please contact me at 430-7270. Thank you. a-7iTD ' BOARD OF PUBLIC WORKS 8:30 a.m. City of Renton Wednesday, October 23,2002 Conference Room No. 511 AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes dated October 2,2002. 3. REQUESTED ACTION: • OFF-SITE DEFERRAL, HERITAGE RENTON HILL, LUA 02-085, Intersection of S.E.7th St. & Beacon Way- Applicant is requesting a deferral for final lift of asphalt, sidewalks,plat monuments and as-built drawings. • VARIANCE FROM DRIVEWAY STANDARDS, KNO CORPORATION, 601 S.W. 7th St. and Seneca Ave. S.W.- Applicant is requesting a variance for maximum width of two(2)driveways. • RIGHT-OF-WAY USE PERMIT, WALGREEN'S No. 7355, LUA 02-038, 3011 Sunset Blvd.N.E.- Applicant requests a revocable permit for a portion of the right-of way for parking stalls, landscape improvements and installation of a double sided sign. • OFF-SITE DEFERRAL, SAINT CLAIRE (Ref: Brookridge) LUA 02-088, Monterey Court N.E. & N.E. 32nd St. - Applicant is requesting a deferral for installation of street light poles and fixtures until November 30, 2002, to complete recording of the plat. 4. ADJOURNMENT: oEVC�ry MEND O�NING OF p CEIVED BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, October 23,2002 Conference Room No. 511 IN A f1ENDANCE: Neil Watts,Chairman Dave Christensen,Utility Systems Larry Meckling,Building Plan Review Jim Gray,Fire Juliana Sitthidet, Plan Review Floyd Eldridge,Police Judy Walter,Acting Recording Secretary VISITORS: Rob Armstrong,Heritage Renton Hill Ben Eldridge,Heritage Renton Hill Todd Bennett,Heritage Renton Hill Fred Herber,Heritage Renton Hill William Sherman Jr.,Renton Hill Richard Newton, KNO Corporation John Hallstrom, Walgreen's No. 7355 MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated October 2,2002,were approved as presented. 3. REQUESTED ACTION: • On-Site Deferral,Heritage Renton Hill,LUA 02-085,Intersection of S.E. 7th St. &Beacon Way- Applicant is requesting a deferral for final lift of asphalt, sidewalks,plat monuments and as-built drawings. Action: Following a brief discussion, it was Moved by Christensen,seconded by Meckling to grant the deferral for final lift of asphalt,as-built drawings, sidewalks,and street plat monuments for 5 months. The deferral is also subject to the following conditions: a)a Licensed Surveyor states in a letter intention to install all monuments prior to release of the deferral; b)sidewalks need to be constructed prior to occupancy of the homes; and c) applicant will furnish a security device with the City in the amount of $179,9897.52 (150%of the estimated cost.) MOTION CARRIED. • Variance From Driveway Standards,KNO Corporation,601 S.W. 7th St. and Seneca Ave. S.W. - Applicant is requesting a variance for maximum width of two(2)driveways. Board of Public Works October 23,2002 Page 2 Action: Moved by Christensen,seconded by Meckling to grant the variance for the driveway width to allow removal of the existing middle curb island (approximately 16 feet in length)plus the removal of the south curb,which is toward the south approximately 16 feet. MOTION CARRIED. • Right-of Way Use Permit,Walgreen's No.7355,LUA 02-038, 3011 Sunset Blvd.N.E. - Applicant requests a revocable permit for a portion of the right-of- way for parking stalls, landscape improvements and installation of a double sided sign. Action: Following a brief discussion,it was Moved by Christensen,seconded by Meckling to grant the right-of-way use permit subject to the following conditions: 1)that the applicant shall obtain Water Utility's approval of final plant list for shallow root plants only; 2)that the applicant shall be responsible for replacing landscaping and restoration of maintenance of pedestrian plaza in case of water line repair or maintenance;3)that the applicant shall provide plans with utilities and location of proposed sign. Development Services will approve location of sign prior to installation;4)that the applicant provide sufficient public liability and property damage insurance with limits of not less than one hundred thousand dollars/three hundred thousand dollars($100,000/$300,000)to cover public liability and not less than fifty thousand dollars($50,000)to cover property damage. Copies of the insurance policy(or policies) shall be furnished to the City with special endorsement in favor of the City; 5)an Annual fee of $857.60, as established by ordinance, is paid to the City at time of permit issuance. Applicant will be billed annually thereafter and 6) if the sign encroaches in the Washington State Department of Transportation right-of-way, the applicant shall contact W.S.D.O.T. Applicant shall ensure that any requirements of W.S.D.O.T. are met. MOTION CARRIED. • Off-Site Deferral,Saint Claire(Ref: Brookridge)LUA 02-088,Monterey Court N.E. &N.E. 32nd St. - Applicant is requesting a deferral for installation of street light poles and fixtures until November 30,2002,to complete the recording of the short plat. Action: Following a brief discussion, it was Moved by Christensen,seconded by Meckling to grant the deferral until January 15,2003, subject to the following conditions: 1)that the applicant provide a revised cost estimate and, 2)a security device, acceptable to the Board, be in place to cover deferred items at 150%of the cost of the deferred improvements. MOTION CARRIED. 4, ADJOURNMENT: Chairman Watts adjourned the meeting at 9:00 a.m. '7 CITY i F RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 24, 2002 Mr. John Hallstrom Sconzo Hallstrom Architects 919— 124th Avenue NE, #101 Bellevue, WA 98005 SUBJECT: Walgreens on Sunset Project Number LUA-02-038,SA-A,ECF,V-B Dear Mr. Hallstrom: This letter is to inform you that the appeal period has ended for the Board of Adjustment's decision on the Variances requested. No appeals were filed. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval, as well as the following conditions imposed by the Board of Adjustment. The Renton Board of Adjustment, at its regular meeting on May 22, 2002, granted the requested variances from sections 4-2-120.A, 4-4-080.F.7.d.5, 4-4-100.C.9, and 4-4-100.C.10 of the City of Renton Development Regulations subject to the following conditions: 1. The variances granted herein shall be applicable only to the subject site plan for the property. In the event the site plan is not approved or developed, subsequent variance approvals shall be necessary for future proposals. 2. The applicant shall obtain a right-of-way use permit for the proposed improvements within the right-of-way abutting the project site. In the event the permit is not granted, the variances granted herein shall be null and void. 3. Pursuant to RMC section 4-4-100.L.4, the applicant shall obtain the required liability insurance and annual permits for the signage placed within the public right-of-way. 4. After review by the City Attorney and Property Services Division, the applicant shall record a restrictive covenant which shall allow the City to require the property owner to remove and/or relocate from the right-of-way any off- site signage, parking stalls, and/or landscape improvements such that the property would provide the minimum on-site landscape and parking requirements consistent with current code provisions at such time the right-of-way adjacent to the subject site is developed as right-of-way. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of building permits for the development of the site. 5. The applicant shall not remove any of the existing trees located within the right-of-way abutting the northwest corner of the site. If you have any questions, please feel free to contact me at(425) 430-7270. Sincerely, ) Lesley Nishihir Senior Planner cc: Cho & Lee Investment, Inc./Owners Mr. Allen Kann/Baldridge Development, Inc. Greater Hilands Ltd. Partnership Associates 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE FINALL 6, This paper contains 50%recycled material.30%post consumer e AFFIDAVIT OF PUBLICATION RENTON BOARD OF ADJUSTMENT NOTICE OF PUBLIC HEARING Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the A Public Hearing will be held by the Renton Board of Adjustment at its SOUTH COUNTY JOURNAL regular meeting in the Council Chambers,on the 7th floor of City Hall, 105on 600 S.Washington Avenue,Kent,Washington 98032 May 22,So Grady 7:30, Renton,WA, er May 2002 at PM to consider the following variance: • a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of WALGREENS ON SUNSET generalLUA-publication and is now and has been for more than six monthsprior to the date of Construction of a 1 ,55 A,V Construction of a 13,555 square foot publication, referred to, printed and published in the English language continually as a daily drugstore. Rquires approval of two newspaper in Kent, King County,Washington. The South County Journal has been approved as a variances in order to place signage legal newspaper by order of the Superior Court of the State of Washington for King County. and perform parking/landscape improvements within the adjacent The notice in the exact form attached,was published in the South County Journal(and right-of-way (Sunset Boulevard NE). not in supplemental form)which was regularly distributed to the subscribers during the below Location:3011 Sunset Blvd.No. stated period. The annexed notice,a Legal descriptions of the files noted above are on file in the Development Services Division, sixth floor, Renton Walgreens on Sunset City Hall. All interested persons to said petitions are invited to be present at as published on: 5/10/02 the Public Hearing to express their opinions. The full amount of the fee charged for said foregoing publication is the sum of$46.50,charged to PublishednalMayin the South County 9 9 9 9 Journal 10,2002.10340 Acct. No.8051067. The cost above includes a$6.00 fee for the printing of the affidavits. Legal Number 10340 Ah„-, at/1 Legal Clerk, South County Journal Subscribed and sworn before me on this I day of MO(L, ,2002 fc „„„„„„„, �• �.• io'rr xp'fl�,�,o ``�*: ��s E''�9 1 Notary Public of the State of Washin n Q:c° Fs•.0'a residing in Renton Zar: '.ot^riy . cP King County,Washington —.— �'•'�f�rC'O .L�'e'.O?s AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the DETERMINATION ENVIRONMENTAL REVIEW SOUTH COUNTY JOURNAL COMMITTEE RENTON,WASHINGTON 600 S. Washington Avenue,Kent,Washington 98032 The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the a daily newspaper published seven (7)times a week. Said newspaper is a legal newspaper of following project under the authority of general publication and is now and has been for more than six months prior to the date of the Renton Municipal Code. S publication, referred to, printed and published in the English language continually as a daily WAA LUA-02 , A ON SUNSET -03838SA-A,ECF,V-B newspaper in Kent, King County,Washington. The South County Journal has been approved as a Environmental review for legal newspaper by order of the Superior Court of the State of Washington for King County. construction of a drug store. The notice in the exact form attached,was published in the South County Journal(and Location: SE corner of Sunset Blvd not in supplemental form)which was regularly distributed to the subscribers during the below and NE 12th St intersection. statedperiod. The annexed notice, a Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Walgreens on Sunset Appeals must be filed in writing together with the required $75.00 as published on: 5/13/02 application fee with:Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to The full amount of the fee charged for said foregoing publication is the sum of$74.64, charged to the Examiner are governed by City of Acct. No. 8051067. Renton Municipal Code Section 4-8- 110.B.Additional information regarding The cost above includes a$6.00 fee for the printing of the affidavits. the appeal process may be obtained from the Renton City Clerk's Office, Legal Number 10345 (425)430-6510. Le 9 The date of Wednesday, May 22, 2002, at 7:30 PM, has been set for a i/.(Adi,-- //111l7variance public hearing to review the Legal Clerk, South CountyJournal proposed variance. The hearing, gbefore the City of Renton's Board of Adjustment will be held in the Council '' LL Chambers on the seventh floor of City "l d y of q�i,r,.k ,2002 Hall,Renton,Washington. •Subscribed and sworn before me on this �� .00 111'elfE �i Published in the South County �� Journal May 13,2002. 10345 M_ s c ```��.�v-``;1;SiCN f.Ypyeiyo otary Public of the State of ashington e:�) 9e',j;.c residing in Renton ... ; t��TARY w s King County,Washington —o— 'Ii O�IW A S N, ego CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the :' U day of N\Q- , 2002, I deposited in the mails of the United St.,tr, a seale envelope containing 1---0,,v, ,, \ rt 4 DC2 LIic,A documents. This information was sent to: Name Representing it ; L c d L- -A-- ASL,C r7l r .2, ✓ I-\ LQ(\.A 5 C/L MI,,r i s R A ©wv.k_ /1 a ! i1 L; �-,v, 7 7 ti C c, 10 i..v. I--k I I S 1 v-av— CC1 v-i-e.�.A" , .,), (Signature of Sender) := Z STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that hcJ dr z I )t signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. �1�� Dated: S 200 — /k i l VZ I z � Notary Public i nd for the State of WOVngton MARILYN KAMCHEFF Notary(Print) MARILYN KAMCHEFF NOTARY PUBLIC My appointment etoRrtrOINIMENT EXPIRES: 6-29-03 STATE OF WASHINGTON COMMISSION EXPIRES • ... ,•eL..-4d, UO3c 'rWyl- .S 0v‘ 5k,,-a rt Project Number: flit to o z— U 3 , C t� vi - 1 , L' - l3 NOTARY DOC 1 CITY �F RENTON 0 ..LL ;IN\, PlanningBuilding/PublicWorksDepartment MIMI t Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator Ju a 3, 2002 Mr.John Hallstrom Sctnzo Hallstrom Architects 919— 124th Avenue NE, #101 Bellevue,WA 98005 SU3JECT: Walgreens on Sunset Project Number LUA-02-038,SA-A,ECF,V- `''' , ._ Dear Mr. Hallstrom: art. Thi letter is to inform you that the appeal period has ended for the Environmental Review Co mittee's (ERC) Determination of Non-Significance - Mitigated and the Administrative Site Plan ap royal for the above-referenced project. No appeals were filed. This decision is final., The_applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval in accordance with the City of Renton Report and Decision and dated May 17, 2002. Th Board of Adjustment (BOA)`approved the requested variangeS. The appeal period for the va ances will end June 14, 2002 at 5:00 PM. This decisionwill be addressed separately. If y u have any questions, please feel free to contact me at(425) 430-7270. Sin erely, /.5/‘ Lesley Nishihira Senior Planner cc: Cho&Lee Investment, Inc./Owners Mr. Allen Kann/Baldridge Development, Inc. S. Milliren/Party of Record FINAL RENTON 1055 South Grady Way-Renton,Washington 98055 ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer • BOARD OF ADJUSTMENT OF THE CITY OF RENTON In Re: Walgreen's on Sunset Variances No. LUA-02-038, ECF, SA-A, V-B FINDINGS OF FACT, CONCLUSIONS AND DECISION FINDINGS OF FACT: 1. The applicant, Baldridge Development, Inc., is requesting approval of the following four variances: • From section 4-2-120.A of the CS development standards in order to reduce the required 10-foot on-site street frontage landscape width to zero feet for a 53-foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. • From section 4-4-080.F.7.d.5 of the Parking Regulations in order to reduce the required 5-foot landscape width required along property lines for parking stalls abutting the public right-of-way for a 53- foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. • From section 4-4-100.C.9 of the Sign Regulations in order to allow the construction of a 98.7 square foot off premise monument sign. • prom section 4-4-100.C.10 of the Sign Regulations in order to allow for the placement of a 98.7 square foot monument sign within the public right-of-way(Sunset Boulevard NE). 2. The applicant is proposing to construct a 13,555 square foot Walgreen's drugstore on the southeast corner of the Sunset Boulevard and NE 12th Street intersection. The project would require the demolition of the existing four buildings on the property. The provision of 70 parking stalls, as well as the installation of landscape and utility improvements, are included with the proposal. 3. At the northwest corner of the site, the property line abruptly turns southeast for a distance of 24 feet then continues for a distance of 53 feet before extending back up (northwest) for 15 feet where it then continues on to the western most corner of the site. 4. 1 here are presently three mature deciduous trees located within the public right-of-way adjacent to the northwest corner of the site. 5. 1 he applicant has requested the subject variances in order to utilize portions of the right-of-way abutting the n Drthwest boundary of the property(Sunset Boulevard NE) in lieu of required on-site improvements, as well as for the placement of signage and landscape improvements. 6. Tie monument sign structure is proposed at a height of 14 feet, 5 inches for a width of 10 feet and would total approximately 144 square feet in area. The sign would include an approximate 60 square foot is entification area, as well as an approximate 38.7 square foot reader board area—totaling 98.7 square feet in act al sign area. 7. The site is an irregularly shaped parcel which is bounded by Sunset Boulevard NE on the northwest, NE 1;'th Street on the north, Lynnwood Avenue NE on the east, and NE 11th Place on the south. 8. The subject site is located in the Center Suburban (CS) zoning designation and the Center Village (CV) Comprehensive Plan Land Use Map designation. CONCLUSIONS: FROM "-HESE FINDINGS OF FACT, THE BOARD MAKES THE FOLLOWING CONCLUSIONS: Development Regulations Section 4-9-250.B.5.— The Board of Adjustment shall have authority to grant a variance upon making a determination, in writing, that the conditions specified below have been found to exist: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends the subject site is unusual in that the improved portion of the Sunset Boulevard right-of-way is approximately 45 feet away from the site's property line. Not only does this create an awkward segue from the roadway to the property, it also presents difficulties with providing adequate identification for the development. The landscape requirement is intended to provide for a continuous, perimeter landscape strip on private property that fronts arterial streets. Approval of the requested landscape variances for the requested 53- foot wide portion of the site would allow the proposed development to create a uniform landscaped setback from the existing sidewalk. The proposal to improve the abutting right-of-way in a manner consistent with the required on-site landscaped setbacks, as well as place signage closer to the roadway, would accomplish the same result as other developments located within the CS zoning designation. In addition, the applicant has proposed the recording of a restrictive covenant that would allow the City to require the property owner to remove all off-site improvements located within the right-of-way in the event those portions of Sunset Boulevard are developed. The covenant would also require the property owner to modify the site such that all required landscape and parking improvements are provided on-site. 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: RMC section 4-11-030 prohibits structures or plantings within the sight triangle (defined as the "clear vision area"). The proposed location of the sign and landscape features would not project into the required clear vision area. In addition, the applicant contends the placement of the sign within the right-of-way allows for earlier recognition of the store; thereby avoiding rapid deceleration at the driveway location and preventing vehicle accidents. Furthermore, the modification of the right-of-way in lieu of on-site improvements for the limited portion of property requested would not result in development that would be detrimental or injurious to surrounding properties. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: The existing development located on the property currently utilizes portions of the right-of-way for parking stalls, as do other properties in the vicinity which share similar frontages to the Sunset Boulevard roadway. The approval of the variance would not be considered a grant of special privilege inconsistent with limitations on other properties within the same zoning designation and vicinity, especially when considering the applicant's willingness to record a restrictive covenant on the property. The recording of a restrictive covenant would provide the City with the assurance that the desired improvements would be accomplished in the event the subject landscape and signage improvements are removed; thereby limiting inconsistencies with properties in the surrounding area. 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: The requested variances are driven by the applicant's desire to meet the intent of the City's regulations, while balancing them with the limitations of the property. With the recording of a restrictive covenant that would require the installation of on-site landscape improvements and the removal of any signage in the event the State further develops Sunset Boulevard, the approval of the variance would be the minimum variance that would accomplish the desired purpose. • DECISION: FROM 1 HE FOREGOING FINDINGS OF FACT AND CONCLUSIONS, THE BOARD ENTERS THE FOLLOWING DECISION: The request d variances from sections 4-2-120.A, 4-4-080.F.7.d.5, 4-4-100.C.9, and 4-4-100.C.10 of the City of Renton Development Regulations are hereby approved subject to the following conditions: 1. The variances granted herein shall be applicable only to the subject site plan for the property. In the event the ;ite plan is not approved or developed, subsequent variance approvals shall be necessary for future pror osals. 2. The applicant shall obtain a right-of-way use permit for the proposed improvements within the right-of-way abu ting the project site. In the event the permit is not granted, the variances granted herein shall be null and void. 3. Pun.uant to RMC section 4-4-100.L.4, the applicant shall obtain the required liability insurance and annual permits or the signage placed within the public right-of-way. 4. After re 'ew by the City Attorney and Property Services Division, the applicant shall record a restrictive cove Ana which shall allow the City to require the property owner to remove and/or relocate from the right- of-v%ay y off-site signage, parking stalls, and/or landscape improvements such that the property would provide a minimum on-site landscape and parking requirements consistent with current code provisions at such time the right-of-way adjacent to the subject site is developed as right-of-way. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the ssuance of building permits for the development of the site. 5. The applicant shall not remove any of the existing trees located within the right-of-way abutting the nort iwest corner of the site. DATED ;his 22nd day of May, 2002. An appeal of the Board of Adjustment decision is governed by Title IV, Chapter 36, Section I, which requires that such appeal be filed with the Superior Court of Washington for King County within 21 days from the date of issuance of the decision. The land use decision is considered issued three (3) days after a written decision is mailed by the City. The appeal period for this variance will end at 5:00 PM on June 14, 2002. Eric Cameron ..- i Ra‘ ilikil '1/ •h vans Xge1=eighner :g G 0 Alta ■\► u.► J Jacque Wane J: e- V Jay al e I BOARD OF ADJUSTMENT STAFF REPORT MAY 22, 2002 A. BACKGROUND APPLICANT: Baldridge Development, Inc. PROJECT NAME Walgreen's on Sunset APPLICATION NO.: LUA-02-038, ECF, SA-A, V-B SUMMARY OF REQUEST: The applicant has requested variances for the development of the project in order to reduce the required landscape setback for a portion of the site's frontage on Sunset Boulevard and to construct an off-premise sign within the Sunset Boulevard right-of-way. LOCATION OF PROPOSAL: 3011 Sunset Boulevard NE • •..1. `'y r 19 Ai /110!..dk tear!...l:�1; I' n,. Z Ira 'r fleas" `, {y pig L•'11' / R ��.'i' T 1`,\I / {7" > , ... Fir 41 .. ,„.,... .17.,,,,, ,,l;' rill... 1 4.- ' 17-47;,;" iii 111 ..,..,, ... trig% dii. r22,_2,...1.1 No 71 Mr It y••,`,`�J.�I�,•. .•'� 1-;!3l" y'f. pi i�r, "" y', v!plr E. i ir�i ,21 "mai , ....., � r! �$ n� l � At Li R dfRIWR . � � Aal r.Nor. c � • l . . — • • .e:._..� ::�2TH..:a::. x ST. " , _ 7. _ .,a :. I i , . a bR• .. C A 0 I7 M1 y� 43 4 .. ,. ,. ,,„, . • t wit - I - r -""'-;17", # -, "N\ .i • A .... 5 i rdEriummw. iC < $ N.E $ 1 , 7h,, ,, 11 TN 1 efi 44f A.I r 5'. ..‘-‘-. ...--ii 4 ,4� t,. N.E. IITH Nei ,.. •,-...1p .,. . : fir 01 *.,N. ,..xpizzior:,(5, ,...,# ...,,... . ,. L.L. = '2 _A mil ;. J4� , 's_,e i i ce. ,,2 1 �f •$ •• N.E. /o$ ., - I i 1111/44F12% s rr W to akialih F j ion oW. d y - (j7 an S j�e f.�� � '� t. ['.�� '1��1 IL •• > .ETNiEHy1"' -\ k Q to • ," t s'affrpt BOARD OF ADJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA CES LUA-02-038,ECF,SA-A,V-B MAY 22,2002 Page 2 of 4 B. BACKGROUND The applicant is proposing to construct a 13,555 square foot Walgreen's drugstore on the southeast corner of the Sunset Boulevard and NE 12th Street intersection. The site is bounded by Sunset Boulevard NE on the northwest, NE 12th Street on the north, Lynnwood Avenue NE on the east, and NE 11th Place on the south. The project would require the demolition of the existing four buildings on the property. The provision of 70 parking stalls, as well as the installation of landscape and utility improvements, are included with the proposal. With the project application, the applicant has requested variances in order to utilize portions of the right-of-way abutting the northwest boundary of the property (Sunset Boulevard NE) in lieu of required on-site improvements. Specifically, at the northwest corner of the site, the property line abruptly turns southeast for a distance of 24 feet then continues for a distance of 53 feet before extending back up (northwest) for 15 feet where it then continues on to the western most corner of the site. Although the majority of the northwest property line immediately abuts the existing sidewalk located within the right- of-way, the jog in the boundary as described creates a right-of-way area of approximately 1,051 square feet between the property line and the existing sidewalk that the applicant would like to utilize in order to create uniform parking and landscape widths for the development of the project. As required by the Center Suburban (CS) development standards, the project provides a 10-foot landscape width along all street frontages with the exception of the 53-foot wide area along the northwest property line as previously described. Within this area, the abutting parking stalls are proposed to extend 3 feet into the right-of-way, with an additional 2-foot overhang, in order to maintain a consistent row of parking stalls with standard stall dimensions and back out distances. As a result of the extension of the 4 stalls beyond the property line, the project would not provide the required on-site landscaping. Therefore, the applicant has requested the following variances in order to perform off- site landscape improvements in lieu of the required on-site improvements: 1. From section 4-2-120.A of the CS development standards in order to reduce the required 10-foot on-site street frontage landscape width to zero feet for a 53-foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. 2. From section 4-4-080.F.7.d.5 of the Parking Regulations in order to reduce the required 5-foot landscape width required along property lines for parking stalls abutting the public right-of-way for a 53-foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. If the variances are granted, the project would perform landscape improvements to approximately 539 square feet of right-of-way area between the northwest property line and the existing sidewalk, as well as modify existing landscaping within the right-of-way area between the existing sidewalk and the paved portions of Sunset Boulevard in order to create a pedestrian plaza with landscape enhancements. An existing driveway within this area would be removed and replaced with sodded grass. In addition, the applicant is proposing to place an approximate 98.7 square foot, double-sided monument sign of 14.7 feet in height within this right-of-way area. In order to construct the sign as proposed, approval of the following variances would also be necessary: 3. From section 4-4-100.C.9 of the Sign Regulations in order to allow the construction of a 98.7 square foot off premise monument sign. 4. From section 4-4-100.C.10 of the Sign Regulations in order to allow for the placement of a 98.7 square foot monument sign within the public right-of-way(Sunset Boulevard NE). An Environmental (SEPA) Determination of Non-Significance — Mitigated (DNS-M) was issued for the project on May 7, 2002. The proposed site plan also received Administrative Site Plan approval with conditions on May 17, 2002. The approval of the variances, if granted, must be consistent with the approved site plan. In addition to the requested variances, the proposal requires right-of-way use permits from the Board of Public Works. staff rpt BOARD OF 4DJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA CES LUA-02-038, ECF,SA-A,V-B MAY 22,20)2 Page 3 of 4 C. VARIANCE CRITERIA City of Renton Development Regulations Section 4-9-250B5 — The Board of Adjustment shall have authority to grant a variance upon making a determination, in writing, that the conditions specified below have been found to exist: 1, That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends the subject site is unusual in that the improved portion of the Sunset Boulevard right-of-way is approximately 45 feet away from the site's property line. Not only does this create an awkward segue from the roadway to the property, it also presents difficulties with providing adequate identification for the development. The landscape requirement is intended to provide for a continuous, perimeter landscape strip on private property that fronts arterial streets. Approval of the requested landscape variances for the requested 53-foot wide portion of the site would allow the proposed development to create a uniform landscaped setback from the existing sidewalk. The proposal to improve the abutting right-of-way in a manner consistent with the required on-site landscaped setbacks, as well as place signage closer to the roadway, would accomplish the same result as other developments located within the CS zoning designation. In addition, the applicant has proposed the recording of a restrictive covenant that would allow the City to require the property owner to remove all off-site improvements located within the right-of- way in the event those portions of Sunset Boulevard are developed. The covenant would also require the property owner to modify the site such that all required landscape and parking improvements are provided on-site. 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: RMC section 4-11-030 prohibits structures or plantings within the sight triangle (defined as the "clear vision area"). The proposed location of the sign and landscape features would not project into the required clear vision area. In addition, the applicant contends the placement of the sign within the right-of-way allows for earlier recognition of the store; thereby avoiding rapid deceleration at the driveway location and preventing vehicle accidents. Furthermore, the modification of the right-of-way in lieu of on-site improvements for the limited portion of property requested would not result in development that would be detrimental or injurious to surrounding properties. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: The existing development located on the property currently utilizes portions of the right-of-way for parking stalls, as do other properties in the vicinity which share similar frontages to the Sunset Boulevard roadway. The approval of the variance would not be considered a grant of special privilege inconsistent with limitations on other properties within the same zoning designation and vicinity, especially when considering the applicant's willingness to record a restrictive covenant on the property. The recording of a restrictive covenant would provide the City with the assurance that the desired improvements would be accomplished in the event the subject landscape and signage improvements are removed; thereby limiting inconsistencies with properties in the surrounding area. staff rpt BOARD OF ADJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA ICES LUA-02-038,ECF,SA-A,V-B MAY 22,2002 Page 4 of 4 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: The requested variances are driven by the applicant's desire to meet the intent of the City's regulations, while balancing them with the limitations of the property. With the recording of a restrictive covenant that would require the installation of on-site landscape improvements and the removal of any signage in the event the State further develops Sunset Boulevard, the approval of the variance would be the minimum variance that would accomplish the desired purpose. D. RECOMMENDATION Staff recommends approval of the requested variances from sections 4-2-120.A, 4-4-080.F.7.d.5, 4-4-100.C.9, and 4-4-100.C.10 of the City of Renton Development Regulations subject to the following conditions: 1. The variances granted herein shall be applicable only to the subject site plan for the property. In the event the site plan is not approved, subsequent variance approvals shall be necessary for future proposals. 2. The applicant shall obtain a right-of-way use permit for the proposed improvements within the right- of-way abutting the project site. In the event the permit is not granted, the variances granted herein shall be null and void. 3. Pursuant to RMC section 4-4-100.L.4, the applicant shall obtain the required liability insurance and annual permits for the signage placed within the public right-of-way. 4. After review by the City Attorney and Property Services Division, the applicant shall record a restrictive covenant which shall allow the City to require the property owner to remove and/or relocate from the right-of-way any off-site signage, parking stalls, and/or landscape improvements such that the property would provide the minimum on-site landscape and parking requirements consistent with current code provisions at such time the right-of-way adjacent to the subject site is developed as right-of-way. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of building permits for the development of the site. 5. The applicant shall not remove any of the existing trees located within the right-of-way abutting the northwest corner of the site. Transmitted this 22nd day of May, 2002 to the contact and owners: Cho and Lee Investment, Inc. (owner) 20325 NE 15th Place Sammamish,WA 98074 Greater Hilands Limited Partnership Associates (owner) c/o Morris Piha, General Partner 14100 SE 36th Street Bellevue, WA 98006 Allen Kann (applicant) Baldridge Development, Inc. 11906 Manchester Road, Suite 209 St. Louis, Missouri 63131 John Hallstrom (contact) Sconzo Hallstrom Architects 919 124th Avenue NE, Suite 101 Bellevue, WA 98005 staffrpt ZQJ - _/ _ N Wa1,9'LW`d' — — - _ __ FACILITIES PLANNING AND DESIGN 7A WIWOT PLANNING OED DESIGN /� /� / .-- - - M7-WO2500 60016,818 IL omm PRaECTTYPE SEC Sunset Blvd.N.E.&N.E.12th Street,RENTON,WA I �I / 1/ / 'A'" ED ........�.a.�.,a.... p WAIaOlinI.Ca.ATWn , %/1 Ill ID wacw.ca1RATUR ZONING: CS(CENTER SUBURBAN) �IIr. a- 1---� 1�1 a N Au caw.fwlcl101 rlawclA.A.."°'eomlwAwne.BY: OCCUPANCY: M(RETAIL) O o— pwoours corr.COMM... w ®waxoAo.mrmunon(furoA¢r cow.fm1C11oM CONSTRUCTION ' STORE TYPE: III-N,SPRWKLERED _-. 0 �� NE 12TH STREET S C Y 8 Z B BUILDING AREA: 13.555 S.F �p 0 ? 1" ®0 .7r7 (5 00) zs X X V.— — — —0 la O XA p \I 11 1 LOT SIZE: 65,857 S.F. (1.5119 ACRES) —EU ' I0 mKal. p al 1 /�_ ■ II I IMPERVIOUS LTOTAOT COVERAGE: (PARKING),035: 40,911 S.F. ii / /4$•µ a Y: . _�no�r 9eesiwr•'�.iC I..�i"w n [��✓� ... YYtDNO..® ARCHTECTS.P.S.C. lJLJ PROVIDED LOT COVERAGE: 20.5 1R. :.;� _ I I u (f anw .❑ IANDSCAPE RFTXIIRFMFNTS, / ti// /p/ -/ �' - ?C 1 I ` L�Iio MwMLaar...❑ 10' IORPERIMETER LANDSCAPE BUFFER REQUIRED&PROVIDED N// / / wwe . ,�, � INTERIOR E ROVIPE REQUIRED: 5%R 2.094.4 S.F. 24 LANDSCAPE PROVIDED: 3,404 S.F. A4" `i// 1p_,• TOTAL LANDSCAPE: 8,822 S.F. m q -• f Y 1 I PARKING RFOIIIRFMFNTS; // �'/'' / ,Tirrir •%.s 1' 0� a G , 0 I PARKING REQUIRED: MIN 4:1000- 55 STALLS PARKING PROVIDED: MAX STALLSB- BB STALLS •/ c,/'�/ � �7, % ���OpOp�0p0p0p0 • b .PL b• i ,.,,�, � - STANDARD SIZE STALLS: 9'X20' .- MAX COMPACT STALLS: 30%-22 STALLS //y Y n �w COMPACT STALLS PROVIDED: 0 STALLS COMPACT(8.5'X16') / 4 • / ``\ ! L'! 0Fp Svc 1 DRIVETNRU PHARMACY ADA STALLS PROVIDED: 4 STALLS(9)1201 �� ;I P \o® . RI III DING HEIGHT' / t b� \ �I W - ALLOWABLE: 50' pC % I I Z PROPOSED: 27' / / / \ d De' A � ( �/I/T/l///////�".I . 'r.' ® 0. RIIII DING GFTRACNS; TAX ACCOUNT NIIMRFRc• / r.l Z = :r, �r",ti • NORTH-SUNSET BIDV.(FRONT). 79'-0' 722790-0015 7 , I'�, > a r + EAST-NE 127H STREET(SIDE): 92'-0" 722790-0018 / 7 . _ D a �1 1 m SOUTH -NE 11 TH PL.(REAR): 4V-0" 722790-0019 / [// �.�il p I I I 1 I I 1 I I -I WEST(SIDE): 34'-0' 722790-0020 / `\` / O N 722790-0021 ,w.• u /Y - �_ 0�j,81 Z Ill SF. /� � . /7 `-�..= �� [/ ./z PQ/lU l E PROPOSED MONUMENTNAUMENT SIGN LEGAL DESCRIPTION: / / s '8 / �".�- ' I 1 BLOCK 12, HIGHLANDS OF BLOCKS 5 RDI 14;36,37 AND CORRECTEDPLAT \ f� j ioouoouoou000 ......ww� RI CANTON HIGHLANDS N0.2.G ACCORDING TO THE PLAT KINGFRECORY. b ?' . _ W VOLUME 59 OF PLATS.PAGES 52 AND 53,RECORDS OF KING COUNTY, { Io-I WASMINGTON, , a EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: n` + JWyIFO Fl NW rrrvAtlnN-aeu 59 ' , IF_L' 17 Jl t]SSS 50 Ff. �"' •h'w�IA' }-L} COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE N. (/ • I lJ MIA6T1W RAM., V. NORTH 35'42'00'EAST,ALONG THE NORTHWESTERLY UNE OF SADBLOCK, 250.00 FEET: � _��_�� THENCE SOUTH 54118'00-EAST 142.00 FEET TO THE TRUE POINT OF • G J' / 1 �.�-4—_ BEGINNING; �� Q it KT 1 THENCE NORTH 30120'10'EAST 128.45 FEET; `\ C O,. �_ -P JJ/� .' -, 1 Mi V j __—NORTHEAST 12TH NORTH 35 TREAT'EAST 70.00 FEET TO THE SOUTH MARGIN OF - /� ^ ��� Y. ����� NORTHEAST 12TH STREET, I_ 1 ` i �/' / 7 THENCE SOUTH 88'56'55'EAST ALONG SAID MARGIN,31.57 FEET TO THE �� 4'4 �-+ '0. .Jf k�� CI 7 MK&P- NORTHEAST CORNER OF SAID BLOCK 12; AN5`'. / 121 PROPOSED MONUMENT SIGN THENCE SOUTH 00108'15-EAST,ALONG THE EAST LINE OF SAID BLOCK. Na.' C� / / 4 TYPE 'B' 129.37 FEET TO A POINT WHICH BEARS NORTH 74'38'49-EAST FROM THE •� Is y, / TRUE POINT OF BEGINNING; —�—N. ` • ?� .. i THENCE SOUTH 74'38'49'WEST 142.69 FEET TO THE TRUE POINT OF ���A// RENSIONS BEGINNING; ` y 7 ' ,L CERT1FICATN7N ND SEAL AND EXCEPT THAT THE PORTION THEREOF DESCRIBED AS FOLLOWS: Mw i >A► C r. !/' .;•':- CERTIFICATION WWI MIT,TNT I'� BEGINNING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; `\ �N. i 7b fr.w „`% I""'1I �cm"°" THENCE NORTHEASTERLY,ALONG THE NORTHWESTERLY UNE OF SAID BLOCK, S� w waMY E.Tw,TIN1 qLr 144.rt.co 150.00 FEET; ' �•/ cTq,.,e.R.A THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY UNE.A Si.\ `r` _ . 1ROMI ci wnolm DISTANCE OF 100.00 FEET; Q / ' i1101® wrry MO THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY UNE,TO THE \� , so, SOUTHWESTERLY UNE OF SAD BLOCK 12;THENCE NORTHWESTERLY,ALONG ,/{`i VSWy_ a SAID SOUTHWESTERLY UNE.TO THE POINT OF BEGINNING; .`U..ma .u�awom '� "1 1(.'+,�y+ / NE T .1PE .10 X AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: ; '• WALGREENS STORE COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE �� ,IEClWRRI BAdi NE,M RNRRL WA SOUTH 33'37'27'EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, 103.05 FEET; ' "`w.nws m r' •i..wm / MAW.ma THENCE CONTINUING ALONG SAID SOUTHWESTERLY UNE ONE CURVE TO THE I(11 p IRR PLAN A PROJECT DATA RIGHT,HAVING A RADIUS OF 485.24 FEET,AN ARC DISTANCE OF 3.84 FEET � O IU TO THE TRUE POINT OF BEGINNING; aaa.wu.,�s m.iow.m .wR,15118 PL OT:OT: ic. -.i, , DIUNRK:ND' THENCE NORTH 35'42'00'EAST 187.75 FEET; 'W pp. THENCE SOUTH 5418'00'EAST TO A POINT ON THE SOUTHEASTERLY LINE OF DAWN IV SAID BLOCK; Val/PLOT: 1O SP THENCE SOUTHWESTERLY.ALONG SAID SOUTHEASTERLY UNE,TO THE MOST DATE __492 SOUTHERLY CORNER OF SAO BLOCK; MEMO TO THENCE NORTHWESTERLY,ALONG THE SOUTHWESTERLY UNE OF SAID BLOCK, DDI1E11KlCTop IR:VRWED Er, TO THE TRUE POINT OF BEGINNING. - ].w oP. __ LIE KIN IXPAd.SIABMf N.-128.01 • On 0 C1 C� L El a� G a� L _—.. — _ FACILITIES PLANNING __ On El Li it El I^. I it fa Li gli [Zf T ZOO W[YOT ROW DEERFIELD,IL 6474404 E 00015.401E --,_ II y LJ -♦ C! —- — = PROJECT TYPE Ily 41 �> wwo vrervmwn A S `'' RLmnwc alRawcu.rolmonw�am1 aT�•11 J..^ �•� ���n� �+v�.� `�. ram. r ❑VICia1•m aN Ai ZZ r e r ,kv ���—A;;:f:// 4Ilaw ri,..;..�4,•; .\ 4 i ® mnrfla DwwTta.,.ue10M STORE • /d/ / Fi/ +�+��?�� ,�•°� t9 Y/ W lomaw O Al II I II II I VI GI morAndi 0 / / J / 14 rrise .• •i/.+,��•pppppp Pi Her pp Lzf t� 4i Li b C' I- LA ~ L�`W .�,[R L���JL F, .•.• pp p .ate 01611116 .. EO ••f.<'C•• pppp4 ® L•••[ •eV 1[RMLo1LY o ' :tC p \ 000 ,\:% � / / / •t.• ca �4� � ®���0 D ba • , n ' rNi cal_ GROuNDCOV2R SPEC NG III 1 La 101 • • . 17,e/ :•��:`\` �000�00000 �_N� CONTNI.A BED O • ..�� (ru ti =OM E . MALL TWINE. 0 COMPOSTED `1IJ :AI.FY NDlS QP.JISN GRADE �� ��� fs I> I Q •N :Q[.ROOT(� � /� A•• 0 S•IMPORTED TOPSOIL � C-7 r. WITH AMENDr1ENTE n 1.._, •• '•III BOTTOM OF!RANTING PIT TO ALLOW FM \ el).....7 �AC R Fa ROOT PlF1TRATVON \ f•i \� TJIOROLIILT COMPACT&OIL DELOW �0 Ga i!•i�i,�' S ROOT BALL TO E.SLRE TNAT ROOT FLARE WILL NOT SETTLE BELOW GROUND l.C',�I DOS :i.Pr.p t LINE °�� Typical_ SHRUB/ GROUNDCOVQR PL2NTiNG DerdlL •` /� nl N1 ma kiii- ICII ill Ul ill • figikviiiimissio � :0101 At ROOTEAL � 1.rumpaorecrnam PLA.TK TIDE TIME / T um III.INIM ,wnw .T.r 7OOD STAKE.STAKE&ENDUED / 'P M BE LOCATED OUTSIDE OF ROOTBALI_ ��I'�t�O,Nf/7 ��I. VR&I .NO.id �7/ ��/� ..11R®.T KIIWONO iiV COOTED 11LCN,KEEP AWAYPROM O COMPOSTED WEE MINK .TRRRM!• IMPORTED TOPSOIL FNEN MTN,A14NDFENTs u.ADE . SIDE.eoTTaT WALGREENS STORE PLANTING PIT TO ALLOW FOR 6 BED Buns.BM S NE 17&amt.Ito n.WA ROOT PENETRATION 3 rw� • ✓• llII RECarACT&MORAL E ---- /rur4sk ri/Va r(A,4 7. LigiC a P.i ^ II TO PREVENT SETTLING RWA= =1I= =I_ G,aowm: [LYs/'P+o=o'oRIIRRnw Es MNFIJI ROOTBALL DIAMETER RICHARD WARD ASSOCIATES WIDROE l" ...... aTE MAC N rzt_DeCiD000S TRee PLBNTNG DeTSTL 'BDB["�"` 001•D""•R10N ReraMlom L 208 a[R[,o AN' FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFiELD.IL _ t 1 A744O.2200 moos ete t PROJECT TYPE 7-1 pwAlslrrruMra*Mrt -5'0.'1 0 TANIC4L C 'I1P7ON P N`! /ME CYW 5/ZE_ COH . ®""""O1O0M""""` t<✓9_——.... -/ I �_�_l"- � . -< ML O�RALT(MMlwllKlnM01 PEonsRAYL re O •yLd/faa lr7:.cwrrr/io5'/iA!rlw(3/4(Mr.1,C'05 how,/ // J!'U/ bit, - .. ®1Mnnlo.osnw.c.a MOM.OCONMUCTITO Oam.ev re.r •60.db.//•/Ao.who/i/K'J("'o.(.. it s"cei bib + NM STORE ® r.i iri O pv/.cY x hi/,-n • onr j 4cor elan, / 2'u/ beh REIOMIM➢ ❑mum II 11 1 s a ;al ii j 0 e..P/nus .fxh+/✓s ',.3d 07i0/1,/91ew+hsrn6mow 6 2'a./ b16 a -ona•BUILDING ❑ L 1� EL, O fhrJic fi//c..rAr =livtri.rf.1.17.lT caddrr 's s 'h> hi& AAtIS �•..,.,....® YKw1ELI5....L 0 /Fto/✓3 ' w-if'7 c/rbwert. N 2" ./ /ib wiw ❑ r maw eMu ma,. ❑ II -/heir scud riv4i J/efns.j�/abe /'vr�c 5-,V/ E5ta.-lock.4 6r/4srn. col...;4 jdsr50 pww50,5 J.np 8 Jo( / Piic7Y.f1 /TE R+µ/ e /.....ws/alnceritteos 111b/L&Gn/A.b/ve/-m+/svMR/ S'w/ /",AO=-a" E4c<s'ha dais hilh stun//mt rose ✓, s-•../ • P,vnvs !/,.N:w/rDri3.3^!jo4c 7of6/6o/1,/J+4c M.e/ 6 r/ ® eur .roes .4rhr Ce+ eAr/durne Cvi/ eu vo.o s 5.'w/PSI r p- Aefi 6e J/obrK/L/e/Cavxx fhe fin/L. S J./ u�} C- AW,~644 cLtv i',i2nu'.duke• 1 1 nen 5 Jw/ EDaLVh+a:O pH C J.MRPo©h,A,-e.,/ a er 2�d TIL./US :.... werr el 9- an7ut,jrm/a..bwoki.el CVAEYsr 2.,./,6 s 46 ..e:e_•:.- .. • `� rlrada7L+-drw7 /O/iv.s 2® QJ rb4/m�dlrsr' =/e" :�t�\ `/ 111 ":xsc gnu /r x+d/3""ea 1,M ' �A♦�.�i�. Qi s ai'iii';• tiv I l w4',,u.,dsv,,:av/.K/7 as A,S ,t f...”- r„•wG- I6.�.•i;, 11 QYV heph#3 yve-✓rtgrlAiN,14:/VM/eK ,I Pr le. /•4./ pb?' 24'o.e. .%40 �1 flA.s v1O/ c0/or V ,,,fie.,, /7(:" ./' i/ R / R �ER7IFIGTION1:3 /' LamaW OMR rr mat,TAM IWI /. R1w1ANC.MO TM,I MI qA,M1i10i MdnR O.OM.RHI NoeM M LAM 0M WW1 OP MM.AS .Ywi.Y UT MO MO CDVD'./r,,' RPM RIM WALGREENS STORE SEC Sweet BNd A NE 12N W.ReNu4 WA OMwM TT! RWA FY.K/7 GEGAvo%z t pt.N.t uoDrLor .U,L.„g.P,...I,OIMR.n i. RICMARD WARD ASSOCIATES DRA.w& YOD wT +w. Pa, CATE 1L9E- w. •y.m 1:1e117 COMRINCION RIN1W10.,: /..,/' i CITY OF RENTON BOARD OF ADJUSTMENT PUBLIC HEARING MINUTES April 24, 2002 The following minutes are a summary of the April 24,2000 hearing. The legal record is recorded on tape. CALI_TO ORDER Chairperson Wallace led the Pledge of Allegiance to the flag and called the meeting of the Board of Adjustment to order. ROLL CALL OF BO/RDMEMBERS Jay Wallace; Ralph Evans;Wayne Jones; Greg Guillen; George Feighner, Jim Jacques, Eric Cameron. CITY STAFF IN ATTENDANCE Lesley Nishihira, Senior Planner; Susan Fiala, Senior Planner;Jennifer Henning, Principal Planner; Karen Codiga, Recording Secretary APPROVAL OF MINUTES Motion made and passed to approve the Minutes of October 25, 2000 as written. PUE:;LIG HEARING This being the date set and proper notices having been posted and published in accordance with local and State laws, Board Chairperson Wallace opened the public hearing. WAI_GREEN'S ON SUNSET LU/'k-02-038,ECF,SA-A,V-B Les ey Nishihira presented the staff report for Walgreen's on Sunset. Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Site Vicinity Map app lication, proof of posting, proof of publication anc other documentation pertinent to this request. Exhibit No. 3: Proposed Site Plan Map Exhibit No.4: Elevation Map Project Description The applicant has requested variances for the development of the project in order to reduce the required landscape setback for a portion of the site's frontage on Sunset Boulevard and to construct an off-premise sign within the Sunset Boulevard right-of-way. Tha applicant is proposing to construct a 13,555 square foot Walgreen's drugstore on the soi.itheast corner of the Sunset Boulevard and NE 12th Street intersection. The site is bounded by Sunset Boulevard NE on the northwest, NE 12th Street on the north, Lynnwood Avenue NE on the ea:;t, and NE 11th Place on the south. The project would require the demolition of the existing four bu 'dings on the property. The provision of 73 parking stalls, as well as the installation of lar dscape and utility improvements, are included with the proposal. ME. Nishihira stated that before presenting the complete report, the applicant wants to address the Board and raise the issue of possibly tabling the hearing to a later date. Boarc of Adjustment Minutes October 25, 2000 Page 2 Mr. Ji Hallstrom Archi'ect Baldr dge Development 919- 124th Ave. NE, #101 Belle 'ue,WA Mr. Hallstrom received notice late this afternoon of the City of Renton staff's position regarding their iariance request. Mr. Hallstrom stated that after discussion with Ms. Nishihira regarding the staff eport he was not sure that some issues raised by staff would be acceptable to his client, the applii:ant, or not. He asked that the Board either approve the variance request or defer this revie,v process until they have a site plan that is approved by the City of Renton. Ms. 'Jishihira stated that staff does support tabling this variance request until the next Board of Adju::tment meeting scheduled for June 26, 2002. At that time a decision will have been made on the site plan portion of this application. Motic n made and seconded to table this variance request at this time. REN SON FIRST UNITED METHODIST CHURCH HEIGHT VARIANCE LUA 02-027,V-B Sown Fiala, City of Renton, presented the staff report. Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Site Vicinity Map application, proof of posting, proof of publication and )ther documentation pertinent to this request. Exhibit No. 3: Proposed Site Plan Map Exhibit No. 4: Elevation Map The applicant is seeking a variance from the Maximum Building Height Regulations for the RM-I zone in order to construct a church spire up to a maximum of 40 feet above the peak of the roof. The total heiglt of the structure with spire would be approximately 80 feet. RMC Section 4-2-110.F allows a maximum building height of 35 feet. The applicant, Renton First United Methodist Church, is requesting approval of a variance from the Maximum Building Height Standard of the Residential Multi Family-Infill (RM-I) Zone in order to allow construction of a spire above the allowable maximum building height of 35 feet. The proposal is to locate a spire on the existing church at a height up to a maximum of 40 feet above the existing roof peak. The applicant indicates that the spire will not be fully designed architecturally or structurally until the height variance is approved. At this time, the applicant is considering a galvanized tubular steel frame clad with cops)er. The copper would weather to a natural greenish sheen. The applicant anticipates the spire would be lighted. An electrical box exists on the roof from the original construction thus roof-mounted spotlights for rip lighting. However, this issue has not been completely settled at this time and as a result the coni iguration of the lighting has not been decided. The subject site is located in the Residential Multi Family-Infill (RM-I) zoning district. The RM-I development standard for the maximum building height is 35 feet. The existing church, measured to the mid Joint of the roof, is 27 feet in height. The peak of the roof is an additional 14 feet above the midpoint. The total building height of the structure with the spire would be approximately 80 feet. The requested variance to allow the spire to be constructed up to 40 feet above the peak of the roof is required due to the chinch being categorized as a conditional use permitted subject to Hearing Examiner review. The City of Rer ton Development Regulations, (RMC 4-9-030.G.3.c.) is Conditional Use Permit criteria, which states: "Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires, belltowers, public utility antennas or Board of Adjustment Minutes October 25, 2000 Page 3 similar structures may exceed the height requirement upon approval of a variance. Building heights should be related to surrounding uses in order to allow optimal sunlight and ventilation, and minimal obstruction of views from adjacent structures." Rent:)n First United Methodist Church is proposing to install a spire similar to the original 1957 Durham, AndE rson and Freed architectural design, thereby completing the original architectural concept. Limited resources at the time of construction forced elimination of the original spire. Some of the church members have expressed a strong desire to complete the original design and have now provided the resources to coral ilete the construction. In thl event the requested variance is granted, the applicant would be required to obtain approval of build'ng permits from the Building Department prior to the installation of the tower. Vari,►nce Criteria City Code section 4-7-22.G.3 states the conditions under which a variance may be granted. Those conditions are listed below with discussion following each of the variance criteria. 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The subject property is currently developed with a church building constructed in 1958. The topography of the land surrounding the site is such that the steep slopes to the east buffer the property visually. Heavy vegetation and tree cover also visually buffer the site. The site increases approximately 20 feet in elevation from the northwest corner of the property to the parking lot on the southeast side of the church. The Puget Power right-of-way rises sharply from the NE 4th Street frontage to the southeast. The elevations identified in this paragraph refer to MSL elevations which is abbreviated from "mean sea level". Elevations along the Puget Power right-of-way increase from 223 feet along NE 4th Street to higher than 270 feet at the southeast corner. The topography of the Puget Power right-of-way located to the east of the church is a visual barrier to the existing multi-family development located further to the east. Power pole and transmission tower elevations located in the right-of-way vary from 266 feet to 353 feet. The maximum spire elevation proposed is 313 feet MSL. To the north of the subject site, the single-family properties located across NE 4th St have their rear-yards facing NE 4th Street. 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The applicant believes the proposed spire is well below the existing elevations of adjacent utilities and therefore would not adversely impact adjacent property owners or be materially detrimental to the public welfare. There is no increase in building size and the spire would not block views for surrounding residences. The applicant provided the Federal Aviation Administration (FAA) data on the proposed spire for their review. A determination of no hazard to air navigation was issued on February 23, 2001. Please see attached document. The aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. The Boars I of Adjustment Minutes Octol)er 25, 2000 Page 4 determination further states that marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis, they recommend it be installed and maintained in accordance with FAA regulations. The determination does include temporary construction equipment such as cranes, etc., and such equipment shall not exceed the overall heights indicated by the determination. The condition stated in the determination is: "The structure(s) shall not exceed 330' AMSL (above mean sea level)."The determination expires on October 4, 2002. The City of Renton Municipal Airport reviewed the proposal and also stated that the total height of the structure may not exceed 330 feet MSL, of which this proposal is in compliance. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: Renton First United Methodist Church is proposing to install a spire similar to the original 1957 Durham, Anderson and Freed architectural design, thereby completing the original architectural concept. Limited resources at the time of construction forced elimination of the original spire. Some of the church members have expressed a strong desire to complete the original design and have now provided the resources to complete the construction. 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: A church is permitted in the RM-I zone as a hearing examiner conditional use. Height limitations of the zone prevent spires and steeples typically associated with church buildings. In order to complete the original design, the approval of the height variance request is required. The requested variance, to add a 40 foot high spire, is the minimum height variance needed to implement the 1957 design and completes the architectural intent of a church spire and its relation to the use of the building. AUi)IENCE COMMENT/TESTIMONY: Actng Chairperson Wallace asked for testimony from the applicant: Representative for Applicant Mr. Rick Harting Harting Consulting Engineers, Suite F 212 Wells Avenue South Reriton WA 98055 Mr. Harting stated that he did not have anything to add, however, he would be happy to answer questions the Board members may have. Ch lirperson Wallace asked for any further testimony in favor of the proposed applicant. None was stated. Chairperson Wallace asked for testimony in objection to the variance. There being none, the Chairperson clo;;ed the public hearing. Board member Evans asked about the lighting plan for the church spire. Mr. Harding stated that the lighting was undecided at this time but it is not the plan to light the entire height of the spire. Board of Adjustment Minutes October 25, 2000 Page 5 DECISION: Motion made and seconded to grant the variance from the City of Renton Development Regulations, Section 4-2-110.F. VOTE: Greg Guillen—approve; Jay Wallace—approve; Wayne Jones—approve; George Feighner— appr:)ve; Ralph Evans—approve, Jim Jacques—approve, Eric Cameron—approve. All in favor of, no opposition. Cha rperson Wallace announced: The variance is hereby granted from the City of Renton Development Regulations, Section 4-2-110.F to allow variance from the Maximum Building Height Reg!ilations for the RM-I zone in order to construct a church spire up to a maximum of 40 feet above the F eak of the roof. The variance is approved with the following condition: City of Renton Development Services Department shall approve a lighting plan Prior to issuance of permits. DAT ED this 24h day of April 2002. An Lppeal of the Board of Adjustment decision is governed by Title IV, Chapter 8, Section G, which regt_ires that such appeal be filed with the Superior Court of Washington for King County within 21 days from the date of issuance of the decision. The appeal period for this variance will end at 5:00 PM on May 20, 2002. Cha rperson Wallace closed the public hearing. 6. OLD BUSINESS: 7. NEW BUSINESS: Election of Chairperson and Vice-Chairperson. Jay Wallace was unanimously elected to hold the Chairperson position for a one-year term, calendar year 2002. Ralph Evans was elected to serve a one-year term as Vice- Chair, calendar year 2002. 8. ANNOUNCEMENTS: 9. ADJOURNMENT: There being no further business, it was moved and seconded to adjourn. Meeting adjourned. (.A) ;Ay' lace, Board of Adjustment tirp rson • BOARD OF ADJUSTMENT OF THE CITY OF RENTON In Re: Renton First United Methodist Church Height Variance No. LUA-02-027,V-B FINDINGS OF FACT, CONCLUSIONS AND DECISION FINDINGS OF FACT: 1. 1 he applicant, Renton First United Methodist Church, is requesting approval of a variance from Section 4- -110.F of the Development Standards for Residential Zoning Designations, RM-I, Residential Multi-Family I ifill, in order to allow construction of a spire above the allowable maximum building height of 35 feet. 2. 1 he proposal is to construct a spire up to a maximum of 40 feet higher than the existing church roof peak. 1 he spire would be located on the north elevation of the church, facing NE 4th Street. 3. -.he subject site is located in the Residential Multi-Family Infill (RM-I)zone. 4. -.he subject property currently contains the church and has parking and landscaped areas. 5. -the church entrance has direct access from NE 4th Street. 6. The height of the existing church is 27 feet determined at mid-point of the roof. 7. The City of Renton Development Regulations, (RMC 4-9-030.G.3.c.) is Conditional Use Permit criteria which states: "Height: Building and structure heights shall conform to the requirements of the zone in which the proposed use is to be located. Spires, belltowers, public utility antennas or similar structures may exceed the height requirement upon approval of a variance. Building heights should be related to surrounding uses in order to allow optimal sunlight and ventilation, and minimal obstruction of views from adjacent structures." 8. The property to the west is a multi family development, zoned Residential Multi Family-Infill (RM-I). The _exington Heights Apartments are three story structures. 9. fo the east of the subject site, is a 200 foot wide Puget Sound Energy easement. This site contains the PSE transmission towers at heights of 266 to 353 feet AMSL (above mean sea level). 10. fo the north of the subject site are single-family homes, zoned Residential Single Family-8 du/ac (R-8). the rear-yards of the single family homes face NE 4th Street and are buffered from the existing church by trees and other vegetation. 11. The Federal Aviation Administration has made a determination of no hazard to air navigation issued on =ebruary 23, 2001 stating that the spire would not encroach on the navigable airspace. 12. The Renton Municipal Airport states the height of the structure is not to exceed 330 feet MSL. CONCLUSIONS: FROM THESE FINDINGS OF FACT, THE BOARD MAKES THE FOLLOWING CONCLUSIONS: Development Regulations Section 4-9-250.B.5.— The Board of Adjustment shall have authority to grant a variance upon m)king a determination, in writing, that the conditions specified below have been found to exist: 1) That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The subject property is currently developed with a church building constructed in 1958. The topography of the land surrounding the site is such that the steep slopes to the east buffer the property visually. Heavy vegetation and tree cover also visually buffer the site. The site increases approximately 20 feet in elevation from the northwest corner of the property to the parking lot on the southeast side of the church. The Puget Power right-of-way rises sharply from the NE 4th Street frontage to the southeast. The elevations identified in this paragraph refer to MSL elevations which is abbreviated from "mean sea level". Elevations along the Puget Power right-of-way increase from 223 feet along NE 4th Street to higher than 270 feet at the southeast corner. The topography of the Puget Power right-of-way located to the east of the church is a visual barrier to the existing multi-family development located further to the east. Power pole and transmission tower elevations located in the right-of-way vary from 266 feet to 353 feet. The maximum s Dire elevation proposed is 313 feet MSL. to the north of the subject site, the single family properties located across NE 4th St have their rear-yards f Icing NE 4th Street. 2) That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: l he applicant believes the proposed spire is well below the existing elevations of adjacent utilities and t ierefore would not adversely impact adjacent property owners or be materially detrimental to the public welfare. There is no increase in building size and the spire would not block views for surrounding residences. The applicant provided the Federal Aviation Administration (FAA) data on the proposed spire for their review. A determination of no hazard to air navigation was issued on February 23, 2001. Please see attached document. The aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. The determination further states that marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis, they recommend it be installed and maintained in accordance with FAA regulations. The determination does include temporary construction equipment such as cranes, etc., and such equipment shall not exceed the overall heights indicated by the determination. The condition stated in the determination is: "The structure(s) shall not exceed 330' AMSL (above mean sea level)." The determination expires on October 4, 2002. The City of Renton Municipal Airport reviewed the proposal and also stated that the total height of the structure may not exceed 330 feet MSL, of which this proposal is in compliance. 3) That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: Renton First United Methodist Church is proposing to install a spire similar to the original 1957 Durham, Anderson and Freed architectural design, thereby completing the original architectural concept. Limited resources at the time of construction forced elimination of the original spire. Some of the church members have expressed a strong desire to complete the original design and have now provided the resources to complete the construction. 4) That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: 4 church is permitted in the RM-I zone as a hearing examiner conditional use. Height limitations of the zone prevent spires and steeples typically associated with church buildings. In order to complete the original design, the approval of the height variance request is required. The requested variance, to add a 40 foot high spire, is the minimum height variance needed to implement the 1957 design and completes the architectural intent of a church spire and its relation to the use of the building. DECISION: FROM THE FOREGOING FINDINGS OF FACT AND CONCLUSIONS, THE BOARD ENTERS THE FOLLOWING DECISICN: The vari nce is hereby granted from the City of Renton Development Regulations, Section 4-2-110.F, Residential Multi Farnily-Infill Maximum Building Height Standard to allow the increase of height for the construction of the church spire as illustrated in the submitted plan. The variance is approved with the" following condi ti on: CONDITION: City of Renton Development Services Department shall approve a lighting plan prior to issuance of permits. DATED this 24th day of April, 2002. An appeal of the Board of Adjustment decision is governed by Title IV, Chapter 36, Section I, which requires that such apj eal be filed with the Superior Court of Washington for King County within 21 days from the date of issuanc€ of the decision. The land use decision is considered issued three (3) days after a written decision is mailed by the City. The appeal period for this variance will end at 5:00 PM on May 20, 2002. . .<f•—? l Eric Car ieron Ralph( ans ).--Lr George =eig ner reg Cm Jac Ries Wayne J n r� J W (lace I AFFIDAVIT OF PUBLICATION Barbara Alther,first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S.Washington Avenue,Kent,Washington 98032 a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of RENTON BOARD OF ADJUSTMENT general publication and is now and has been for more than six months prior to the date of NOTICE OF PUBLIC HEARING publication, referred to, printed and published in the English language continually as a daily A Public Hearing will be held by the Renton Board of Adjustment at its newspaper in Kent, King County,Washington. The South County Journal has been approved as a regular meeting in the Council legal newspaper by order of the Superior Court of the State of Washington for King County. Chambers,on the 7th floor of City Hall, • The notice in the exact form attached,was published in the South County Journal(and 1055 So. Grady Way, Renton,WA, on not in supplemental form)which was regularly distributed to the subscribers during the below April 24, 2002 at 7:30 PM to consider stated period. The annexed notice, a the following variance: WALGREENS ON SUNSET LUA-02-038,ECF,SA-A,V Walgreens on Sunset Construction of a 13,555 square foot drugstore. Requires approval as published on: 4/13/02 of two variances in order to place signage and perform parking/ The full amount of the fee charged for said foregoing publication is the sum of$53.25,charged to landscape improvements within thAcct. No.8051067. e adjacent Boulevard E).rig Location: 3011 NE). Sunset Blvd.No. The cost above includes a$6.00 fee for the printing of the affidavits. Legal descriptions of the files noted above are on file in the Development Legal Number 10234 Services Division, sixth floor, Renton ,K," /44 City Hall.All interested persons to said petitions are invited to be present at �.�� the Public Hearing to express their Legal Clerk, South County Journal opinions. Published in the South County Journal April 13,2002.10234 Subscribed and sworn before me on this f ay of / /C—Q,2002 • ` c,, /,„. (0 i 01=cz311) ----q-Cal . ��.4,�,^�,:,.▪ :,:: . �/�.,, Notary Public of the State of Washington e err���' • residing in Renton ar: - s King County,Washington `:O F` , c f.� Z. .1,154e 2• 6 2 0,. ,.04S> '''114 I eW A 0�kP o� I. . 'os a ervice CERTIFIED MAIL RECEIP (Domesiail Only;No Insurance Coverage Provided) mil. ; y PI -n Jesse Tanner,Mayor Postage $ a 3 4)2' May 23, 2002 LO Certified Fee postmark Return Receipt Fee Here CERTIFIED MAIL NO. 7001 2510 0008 8607 4670 p (Endorsement Required) O Restricted Delivery Fee O (Endorsement Required) Mr.John Hallstrom Sconzo Hallstrom Architects Total Postage&Fees $ Ln 919— 124th Avenue NE, #101 ru sent rea �y�,/ Bellevue, WA 98005 � - 1� �� 5 ��;�` �.,;. Street,Apt.No.; /� p or PO Box No. G 1 a 1 z1 (Il 10 1}J SUBJECT: Walgreens on Sunset City,State,ZIP } --�-��nn Project Number LUA-02-038,SA-A,ECF,V-B PS Form 3800,January 2001 See Reverse for Instru Dear Mr. Hallstrom: The Renton Board of Adjustment, at its regular meeting on May 22, 2002, granted the requested variances from sections 4-2-10.A, 4-4-080.F.7.d.5, 4-4-100.C.9, and 4-4-100.C.10 of the City of Renton Development Regulations subject to the ollowing conditions: 1. The variances granted herein shall be applicable only to the subject site plan for the property. In the event the site plan is not approved or developed, subsequent variance approvals shall be necessary for future proposals. 2. The applicant shall obtain a right-of-way use permit for the proposed improvements within the right-of-way abutting the project site. In the event the permit is not granted, the variances granted herein shall be null and void. 3. Pursuant to RMC section 4-4-100.L.4, the applicant shall obtain the required liability insurance and annual permits for the signage placed within the public right-of-way. 4. After review by the City Attorney and Property Services Division, the applicant shall record a restrictive covenant which shall allow the City to require the property owner to remove and/or relocate from the right-of- way any off-site signage, parking stalls, and/or landscape improvements such that the property would provide the minimum on-site landscape and parking requirements consistent with current code provisions at such time the right-of-way adjacent to the subject site is developed as right-of-way. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of building permits for the development of the site. 5. The applicant shall not remove any of the existing trees located within the right-of-way abutting the northwest corner of the site. These are the only variances granted under this application and all other provisions of the Renton Municipal Code will apply. An appeal of the Board of Adjustment decision is governed by Title IV, Chapter 36, Section I, which requires that such appeal be filed with the Superior Court of Washington for King County within 21 days from the date of issuance of the decision. The land use decision is considered issued three (3) days after a written decision is mailed by the City. The appeal period for this variance will end at 5:00 PM on June 14, 2002. The Board of Adjustment decision will become final if the decision is not appealed to Superior Court by this date. If you have any questions, please contact me at (425) 430-7270. Fo the Renton Board of Adjustment, /"/X ) Lesley Nis ra Senior Planner cc: Cho& Lee Investment, Inc./Owners Mr. Allen Kann/Baldridge Development, Inc. Greater Hilands Ltd. Partnership Associates 1055 South Grady Way-Renton,Washington 98055 R E N T O N AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer REPORT City of Renton Department of Planning/Building/Public Works DECISION ADMINISTRATIVE LAND USE ACTION DECISION DATE: May 17, 2002 Project Name: Walgreen's on Sunset • cl it ' G kt 'a'r� Appliaant/Owner: Baldridge Development, Inc. , Iftlic,•711111 Willliffiliehr7 File Number: LUA-02-038, ECF, SA-A, V-B Project. Manager: Lesley Nishihira Project Description: The applicant has requested Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 70 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way (Sunset Boulevard NE). Prole;t Location: Southeast corner of Sunset Boulevard and NE 12th Street intersection Exist Bldg. Area SF: 9,896 sf (to be demolished) Proposed New Bldg. Area SF: 13,555 sf Site,'1rea: 65,857 sf (1.5-acre) Total Building Area SF: 13,555 sf '''' ''.4411 lei Ic"Atle att e.11.1 : I Mfg"!t !joi . .--vii , ;44,. . ...T. f, • ; " -„. '. it W•1'Ferla 1 . 'W•_ ` „1 err K r - ie° •.•u mi__n_i �,.� in t 4'i�tini•aJ\mil "y''".'w'.•'o.'1", ' 2 : 1 r .4 31Etill rin,t1:,NI rt IL MM.. ^-* ,L1 411; ,..M..,., ril. AM_ ! gm f.7.74 • r a.l y • 4 , r ♦ KEa1RN sr /4; t___ PRI-Ma lej,"3 Mil'5ii'll. 1 - .=Ai- Air •� +. � �•,. i w '+?i y € ._ i brtiEM . ' ..`Et` ' •' • tit s. .. YIN -•.T — " i �r a ;LAM'i... �, •�+� r a�� n p_...;„., M' i,i� K 1 �� r�/rb �• �1V `P,,// c i c�.i c iiic1 i A,.'� 5 1Gr ���a IAOC w0.. .yt,i .ram u i �� .}}'t�1.le � ..T. . -,s,-. s,,g ji 1 r .""'Irt 40,,,,,sag : i:vi�i�L�J4=1 !& I1 KE. Nii. �'k� C��iwr� lt1'JI27A •s W • c . Kf. •. (tt 1 �o O .� r �. a.. �e=`t1 W!11 s 7�^c'.'l"� F.����W. 4r,(ar-+.,W r7 r ,s Y ,a!''? 9 ` �xit t - Y iA .57E.�irr4.i Y�ra r=.. • I 1 1 li •' 0 :Fiiia ir. 1.k ��'t�ir�. � •�1�I f1 ,� a,(�7 . r KE.. tory r���J,t ia �` ; •.Yy • '♦.• r _ Y ry i ..µ1 W. T.:1 ..1,•+a ke�. I P.41.11.1 EI91 Ia. \.'•f LANE ♦ •N �. �.ili ��� rX' ,�� "II � Z �; ronr TON RETAIL k ,b I 4h. K11PVtT.Cr c 4{ iY! Thli REN �• •• J i '•3�l o S �!lIRC Z s i#' o e Fs .R,dy Jr n A E ecw anent.� e .� 1-=ems.. _.. ,, 5, T ;� x.3i ��M ` "��a - + NE 'c4_.�oIH_ W..., REPORT City of Renton • Department of Planning/Building/Public Works DE(:;ISION ADMINISTRATIVE LAND USE ACTION DECISION DATE: May 17, 2002 Projeci Name: Walgreen's on Sunset Applic.'nt/Owner: Baldridge Development, Inc. , 1- , File Ni.mber: LUA-02-038, ECF, SA-A, V-B Projec Manager: Lesley Nishihira Projecr Description: The applicant has requested Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 70 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way (Sunset Boulevard NE). Project Location: Southeast corner of Sunset Boulevard and NE 12th Street intersection Exist. Bldg. Area SF: 9,896 sf (to be demolished) Proposed New Bldg. Area SF: 13,555 sf Site A-ea: 65,857 sf (1.5-acre) Total Building Area SF: 13,555 sf ittlf:invi Y i`M�6, ,�+Lt it �4•� -•`E 2 illil a ,a••�'k �• 'iYi.%�"�,(,--- "-�-CSUNSEl`8��� : 91 at ..g. mi w-74. 'u-4ri-i rjy. '1' 1 J/ 1 -'_, 43 'ALM x ra ......n."4_ iir*71,sisl "rn''''''.11 ,1 i il r . 4. %% ,LE Eel„,1 ' ' r 17,ran1 9.1 4.6! • ;yam `:.k , �aln, . ='f 4. NE l 1I4TH}�ST. •r-1,41{3,- �� ec•10 N'E. t_- `J or I� • .:,• R y l emnwe i 17`1 �� t.IS It :laN 40 • I a r!", %rr a I �i ..8. 1 Vicinity Map lam`Jt) �I.a .jrcor•r .�b. .Amor r I I R« . , r Y.. �I RN .�,' Ski •57� •-+--•--- ..--..._._.�..._N ::� . ....%�� �.�-• _.uc-. x,.L NE�P' �.'1 1 i:"-1 flri[CI�'�1 il/ ` ��- �`'O'�• in . R' in n H ��4-hi . v.,�'�, J�ItiIJ �mu 4 '• i �.� sa ' ,. '111 •b i`¢'] '{�{�'�] ..' 3' �r ���f-100o•rtback from R., yr ,�� �. .f • e,star` L. NE 6J IITH •4 as-Iv,Ili y,,t ilt, �. f �. ,, • 4, .2 og- il1.. ..,.�. ,'1r'11 ••• t ILL /A _ co d'eu �) # ?4i .�1. ` • !LE IITN ST. •• +gym Y,.�r'" LLeJJ'`�✓ 1. �R� i c�(M{ �..,rrirl"341n"A.�'� :���� • ,. "14 1. o J? •/4# , - ''��Fi: 1 f =r��• V. r. PL z i ° S(0 Y Z 0 ��'+.'j 0 . � 131 Y L a ii�rrL i Y'��� 't I.! �I r1 .' .� /. N'^I.., u K t.k\���..7,tt'4�,s y4-0t! • ' . w. �I r , d. D�i t NEe• IOT,y ! � GJL'�L� to .• • /lip L, Y L Ig'.4.,,r - - A LIAMI. Pli tf P to r 4110 •H l�IE7 �rI • 1 . trfi- iO •O �o� 2�►� ,`4 �1T ? f W Il�wroxr•a 4q vr4_ IOTN • RENTON RETAIL ,w i 5 Q i ••^'>L►�.-'ti ;. - :o.. uiI 1 `� ,tirnLF■1C' cars e.�owooe 17 iG•M �►!,�IW4�yj ���>/� • • J I I O S Mall ali S N p �� � 'b` a '.1.1:,4.0c0 1112-,If oe..xa*sn.NC. 44 N../11,�Elk.. '>__Z * ! i rTII n '_' .• KE _ 04_-.mom REMOLD term . • City of Renton P/B/PW Department Adminis ,e Site Plan Approval Staff Report r' WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 2 of 8 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant is proposing to demolish the four existing commercial buildings presently located on the property and construct a 13,555 square foot Walgreen's drugstore. The project would provide 70 parking stalls to be distributed on the west, north and east sides of the building, as well as a pharmacy drive-through on the southwest side and a truck loading area on the southeast side of the structure. The installation of landscape and utility improvements is also included with the proposal. The subject property is bounded by Sunset Boulevard NE on the northwest, NE 12th Street on the north, Lynnwood Avenue NE on the east, and NE 11th Place on the south. The site is approximately 1.51-acre in size and is located within the Center Suburban (CS) zoning designation. Site grades are relatively flat and are currently improved with impervious surfaces. Earthwork activities would result in a net cut of 250 cubic yards. In addition, 12 trees would be removed from the site, including 9 coniferous trees ranging in size from 8-inches to 16-inches in caliper and 3 deciduous trees ranging in size from 6-inches to 10-inches in caliper. The proposal would result in an approximate impervious lot coverage of 88%and would install approximately 7,631 square feet of new landscape area. Primary access to the site would be provided off of Sunset Boulevard NE via a shared driveway with the adjoining property to the south. Three additional driveways to the property are provided—two off of Lynnwood Avenue and one off of NE 11th Street. Extensive landscape improvements are proposed along the site's street frontages, including the enhancement of the unimproved portion of the Sunset Boulevard right-of-way with landscape and pedestrian plaza features. A SEPA threshold Determination of Non-Significance— Mitigated (DNS-M) was issued for the project on May 7, 2002. The DNS-M included two mitigation measures —compliance with the submitted Geotechnical Report and payment of the Fire Mitigation Fee—which the applicant intends on satisfying. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way (Sunset Boulevard NE). The approval of the variances will be contingent upon the approval of the proposed site plan. PART TWO: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX _ Site Plan Review _ Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade& Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing SP, Site Plan (Received May 13, 2002). Exhibit No. 3: Drawing L-1, Landscape Plan (Received May 13, 2002). Exhibit No. 4: Drawing L-2, Planting/Plaza Plan (Received May 13, 2002). Exhibit No. 5: Drawing A2.1, Building Elevations (Received May 13, 2002). Exhibit No. 6: Page E5-W, City of Renton Zoning Map. C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200.E.1 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated as Center Village (CV) on the City's Comprehensive Plan Land Use Map. The CV designation is intended to provide an opportunity for redevelopment as close in urban mixed-use sarpt City of Renton P/B/PW Department Adminis 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 3 of 8 residential and commercial, in areas which are pedestrian-oriented. The proposed use of the site for commercial development would be consistent with the following CV policies: Policy LU-118.14. Orient site and building design primarily toward pedestrians and people to maximize pedestrian activity and minimize automobile use for circulation within the Center. Policy LU-119. Encourage more urban style design and intensity of development (e.g. building height, bulk, landscaping, and parking) within Center Villages than with land uses outside the Center. 2. Conformance with existing land use regulations; The subject site is zoned Center Suburban (CS) on the City's Zoning Map. The CS zone allows a variety of retail uses as well as other service and eating establishments. The proposed use of the site as a Walgreen's drugstore would be considered a primary permitted use within this zoning designation. The proposed site plan's compliance with the applicable development standards of the CS zone is discussed below. Lot Coverage — The maximum lot coverage allowed by buildings in the CS zone is 65%, or 75% for building containing parking within the structure. The proposed 13,555 square foot structure on the 65,857 square foot site would arrive at a building lot coverage of 20% - which is below the maximum limitation of the zone. Setbacks — The CS zone requires a minimum 10-foot front yard setback from street frontages with a maximum front yard setback of 15 feet. No rear or side yard setbacks are required unless abutting a residentially zoned property. Pursuant to RMC section 4-2-120.C.2, this requirement does not apply to the RM-C zoned property east and south of the site. The proposal complies with the required front yard setback along all four street frontages. When a site contains multiple street frontages, the reviewing official may determine which of the street frontages the maximum setback provision would apply to. In this case, Sunset Boulevard is clearly the site's primary street frontage. However, the proposal includes a setback of 77 feet from the structure to the property line abutting Sunset Boulevard and does not comply with the maximum 15-foot setback standard. The development standards allow for the reviewing official to modify the maximum setback requirement through the site plan review process. The project must demonstrate that the increased setback would be oriented to pedestrians and would include distinctive architectural features to mitigate the visual dominance of parking in front of the building. Pursuant to RMC section 4-2-120.C.20, the maximum setback may be modified if the applicant can demonstrate that the site plan meets the following specified criteria: a. Orient development to the pedestrian through such measures as providing pedestrian walkways, encouraging pedestrian amenities and supporting alternatives to single occupant vehicle (SOV) transportation. The proposal includes an enhanced pedestrian plaza feature at the northwest corner of the site within the Sunset Boulevard right-of-way. The plaza area includes benches and trellises, and is distinguished by decorative paving as well as a variety of landscaping. In addition, the structure has been sited such that its axis is better oriented to pedestrian activity along Sunset Boulevard and provides a good transition for future development south of the site. b. Create a low scale streetscape through such measures as fostering distinctive architecture and mitigating the visual dominance of extensive and unbroken parking along the street front. Although the plaza feature does enhance the site, it does not quite accomplish the intent of this provision. Specifically, the size of the plaza area should be increased in size to give it a more substantial presence on the street and pedestrian scale lighting should be incorporated around or within the plaza. In addition, placement of a trellis and decorative paving equivalent to that shown within the plaza should be used at the main entry to the store in order to create thematic continuity between these two focal points. Evergreen shrub landscaping (e.g., boxberry) should also be incorporated along the northwest (Sunset Boulevard) and northeast (NE 12'h Street) façades of the building similar to distinctive features utilized at other Walgreen's locations. With the applicant's accommodation of these suggested enhancements, the proposal would better demonstrate compliance with this criteria for allowing a modified setback. Therefore, in addition to requiring detailed representations of the trellises, benches and paving materials to be submitted sarpt City of Renton P/B/PW Department Adminis 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 4 of 8 with the building permit, staff will recommend the applicant comply with the aforementioned enhancements as conditions of site plan approval. c. Promote safety and visibility through such measures as discouraging the creation of hidden spaces, minimizing conflict between pedestrian and traffic and ensuring adequate setbacks to accommodate required parking and/or access that could not be provided otherwise. The placement of the drive through on the south side of the building effectively reduces street to street cut through traffic as well as conflicts between vehicular circulation patterns and pedestrian walkways. However, in order to provide effective pedestrian linkages within the parking area from the sidewalk and proposed plaza area to the store's entrance, staff recommends the applicant be required to utilize raised concrete pathways that stand out within the parking area with contrasting color in order to create a safety berm for pedestrians. The satisfaction of this requirement will ensure pedestrian safety and would allow staff to support the proposed increase to the maximum building setback for the retail building. Landscaping — The CS zone requires a minimum 10-foot landscape strip along all street frontages. The development's frontage on Sunset Boulevard, NE 12th Street, Lynnwood Avenue, and NE 11th Street includes a 10-foot landscape strip, which includes street trees, shrubs and ground cover. The parking regulations require parking areas over 10,000 square feet in size to provide a minimum landscaped area of 5% within the parking lot. In addition, landscape areas must have a minimum width of 5 feet and must have installed underground sprinkling systems. The project appropriately includes approximately 3,404 square feet, or 8% of the 40,911 square foot parking area, of landscaping within the interior of the site. A total of 8,822 square feet of landscaping, or 13% of the overall site, would be provided with the project, including perimeter and interior landscape areas. Building Height — According to the elevation plans submitted with the application, the building has a proposed height of approximately 23 feet with an additional 4 feet (27-foot height) for the entry tower feature at the front of the structure. The proposal would remain below the maximum 50-foot height limitation of the CS zone. Pedestrian Access—The CS zone requires a pedestrian connection from the street to the entrances of the buildings. All street frontages of the subject site are presently improved with sidewalks. In addition to the pedestrian oriented plaza to be located in the northwest corner of the site, the proposal would provide connections from the Sunset Boulevard and Lynnwood Avenue frontages. As previously discussed, the applicant's provision of raised concrete pathways that stand out within the parking area as a condition of approval will ensure pedestrian access within the property is safe and accessible. Parking — The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to specific uses. For this project the following ratios would be applicable: • A minimum of 4 to maximum of 5 spaces per 1,000 square feet of gross retail area. Based on this ratio, a minimum of 54 spaces to a maximum of 68 spaces would be required for the development. The proposal would provide 70 parking stalls, including 4 ADA accessible stalls. In order to exceed the maximum amount of parking spaces permitted by code, a parking modification is necessary. With the approval of this site plan, a parking modification pursuant to RMC section 4-4-080.F.10 will be granted. In addition, the proposal appears to comply with all required stall dimensions and drive aisle widths. 3. Mitigation of impacts to surrounding properties and uses; The proposed development of the site is not anticipated to significantly impact adjacent properties and uses. Potential short-term noise and traffic impacts would result from the initial construction of the project to adjacent properties. The applicant would be required to comply with existing code provisions that establish the allowed hours of construction activities for projects within 300 feet of residential uses to weekdays between the hours of 7:00 am and 8:00 pm. Construction activities are not permitted prior to 9:00 am on Saturdays and no work is permitted on Sundays. 4. Mitigation of impacts of the proposed site plan to the site; The proposal is not expected to adversely impact the site. There are no significant natural or sensitive features on the property that would be impacted by the proposal. Construction activities related to the sarpt City of Renton P/B/PW Department Adminis 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 5 of 8 initial development of the project would be required to utilize best management practices through code requirements for an approved Temporary Erosion and Sedimentation Control Plan (TESCP). 5. Conservation of area-wide property values; The proposed commercial development would allow for the optimum use of a currently underutilized property. The development of the site is anticipated to enhance adjacent residential communities by providing goods and services. Therefore, the project is anticipated to conserve, if not improve, property values in the area. 6. Safety and efficiency of vehicle and pedestrian circulation; The proposed development includes pedestrian linkages to building entrances, as well as sufficient driveway entrances and vehicle circulation and parking. As previously discussed, revisions to the site plan will be required in order to provide adequate pedestrian connections. 7. Provision of adequate light and air; The proposed structure would allow for adequate light and air circulation to the building and the site. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not anticipated to create any harmful or unhealthy conditions. Noise and odor impacts in the vicinity would not have a significant increase due to the proposed development, especially when considering existing conditions. The applicant's Temporary Erosion and Sediment Control Plan (TESCP) and Construction Mitigation Plan would mitigate noise, dust and odors, which may result from the temporary construction of the project. 9. Availability of public services and facilities to accommodate the proposed use; and Existing public services and facilities will adequately serve the subject site with the applicant's completion of any required connections and improvements. 10. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter,the City now enters the following: 1. Request: The Applicant has requested Administrative Site Plan Approval for the Walgreen's on Sunset project, File No. LUA-02-038, ECF, SA-A, V-B. 2. Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3. Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 6. 4. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Center Village (CV). 5. Zoning: The Site Plan, as presented, complies with the zoning requirements and development standards of the Center Suburban (CS) zoning designation. 6. Existing Land Use: Land uses surrounding the subject site include: North Commercially developed property, zoned CS, East: Multi-family residential, zoned RM-C; South: Multi-family residential, zoned RM-C; and, West: Commercially developed property, zoned CS. sarpt • City of Renton P/B/PW Department Adminis 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038, ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 6 of 8 E. Conclusions 1. The subject proposal complies with the policies and codes of the City of Renton, provided all conditions of approval are satisfied. 2. The proposal complies with the Comprehensive Plan designation of Center Village (CV); and the Zoning designation of Center Suburban (CS). F. Decision The Site Plan for the Walgreen's on Sunset Project, File No. LUA-02-038, ECF, SA-A, V-B is approved subject to the following condition(s): 1. The applicant shall revise the site plan to include a larger pedestrian plaza in the northwest corner of the site, as well as incorporate pedestrian scale lighting near and within the plaza area, include a trellis and decorative paving at the main entrance to the building consistent with those utilized within the plaza area, and provide evergreen shrub landscaping along the northwest and northeast facades of the structure. The satisfaction of these requirements shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall submit detailed plans specifying materials and elevations for the plaza features (i.e., benches, trellises, paving, walkways, etc.) prior to the issuance of building permits for the project. 3. The applicant shall utilize raised concrete pathways that stand out within the parking area with contrasting color in order to create a safety berm for pedestrians. The satisfaction of these requirements shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. SIGNATURE: /lay /7, 2662_ Neil Watts,Development Services Division Director date TRANSMITTED this 17th day of May,2002 to the owner and applicant: Cho and Lee Investment, Inc. (owner) 20325 NE 15th Place Sammamish,WA 98074 Greater Hilands do Morris Piha(owner) 14100 SE 36th Street Bellevue,WA 98006 Allen Kann (applicant) Baldridge Development, Inc. 11906 Manchester Road, Suite 209 St. Louis, Missouri 63131 TRANSMITTED this 17th day of May,2002 to the project contact: John Hallstrom Sconzo Hallstrom Architects 919 124th Avenue NE#101 Bellevue,WA 98005 TRANSMITTED this 17th day of May,2002 to parties of record: Shirley Milliren 1020 North 28th Place Renton,WA 98056 sarpt City of Renton P/B/PW Department Admini; 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 7 of 8 TRANSMITTED this 17th day of May,2002 to the following: Larry Meckling,Building Official Larry Rude, Fire Prevention Kayren Kittrick,Public Works Division Lawrence J.Warren,City Attorney South County Journal Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is located within the Center Suburban (CS) zoning designation. 2. The site is also located within Area A and B of the Suburban Centers Residential Demonstration District. However, the project is not subject to these regulations as it does not contain any residential uses. 3. The site is also designated Center Village (CV) on the City's Comprehensive Plan Land Use Map. 4. Retail and service establishments are considered permitted uses within these designations. 5. Due to the project's inclusion in the Area 2 of the Aquifer Protection Zone, a fill source statement prior to the issuance of building permits is required before any fill materials are imported to the site. 6. All surface-mounted and/or rooftop equipment must be screened from public view. Similarly, garbage collection areas must be screened and located outside of required setback areas. 7. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 8. Plan details specifying materials and elevations for the plaza features (i.e., benches, trellises, paving, walkways, etc.) will be required prior to the issuance of building permits for the project. 9. Separate plans and permits must be obtained for any proposed signage. Please note that the monument signs proposed along NE 12th Street and Lynnwood Avenue NE must remain below 6 feet in height in order to be located within the street setback. Property Services 1. The legal description provided is not correct as shown on the "Site Plan and Project Data" drawing. Said legal description erroneously excepts the Cho and Lee Investment, Inc. parcel (tax lot no. 722790-0018). Parks 1. The existing mature deciduous trees and mature shrubs along Sunset Boulevard should be retained. Fire Prevention 1. The preliminary fire flow is 1,500 gpm. 2. One fire hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. A list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site must be provided. Plan Review—Transportation 1. Any channelization changes proposed to Sunset Boulevard, also known as State Route 900, must be submitted to the Washington State Department of Transportation for review and approval. Plan Review—Water 1. There is an existing 10-inch water main in Sunset Boulevard, a 12-inch water main adjacent to the property in NE 12th and a 4-inch water main in Lynwood. 2. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 3. A Water System Development Charge of $10,141.98 is payable at time of issuance of utility construction permit. The rate is$0.154 per square foot of gross site area (65,857 square feet). 4. A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of utility permits. 5. Existing hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 6. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". 7. DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 8. A separate fire department connection to the water main is required for the fire sprinkler system. Please show sarpt City of Renton P/B/PW Department Adminis 'e Site Plan Approval Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT AND DECISION OF MAY 17,2002 Page 8 of 8 pipe size and location of connection and connection detail. Plan Review—Sanitary Sewer 1. There is an existing 8-inch sewer main in Sunset Boulevard and Lynnwood Avenue. There is also an 8-inch sewer main running through the site to south. 2. A Sewer System Development Charge of $6,980.84 is payable at time of issuance of utility construction permit. The rate is $0.106 per square foot of gross site area (65,857 square feet). A redevelopment credit will apply for existing water service connections. 3. Side sewer connections for commercial development shall be 6-inch. Plan Review—Storm Drainage 1. There is a 12-inch storm system in NE Sunset Blvd. A Surface Water System Development Charge of $0.183 per square foot of new impervious surface area at the site will apply. The applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. 3. A drainage narrative has been submitted and reviewed. The applicant has provided calculations indicating the new developed site will be exempt from detention. The applicant has shown an oil water separator will be installed in the parking area prior to discharging into the City system. 4. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. Plan Review—General 1. All civil plans shall conform to the Renton Drafting Standards, which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 2. A fee worksheet has been prepared. Prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first$100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 4. Separate permits for water meters, side sewer, irrigation meters and backflow device is required. Land Use Decision Appeal Process Appeals of the land use decision must be filed in writing on or before 5:00 PM May 31, 2002. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. sarpt • • Y F 3 w1U40B PLANNING AND DESIQN /� / 200 WMAl0T PLA DEO DEsO,L __ w74M0.2500 500,6MU SEC Sunset Blvd.N.E.&N.E.12th Street,RENTON,WA / / `�.. ED ..�TODII, TYPE ZONING: CS(CENTER SUBURBAN) o Al w00,MAAr MOTro mIINSMI.WI OCCUPANCY: M(RETAIL) .� a_ fl Ir o-- o— O — OBI wn.a.nm,nucral,(rummer cawTAunny 111° CONSTRUCTION TYPE: III-N,SPRINKLERED o-4 0 a— NE 12TH STREET —•:— � STORE 1 BUILDING AREA: 13,555 S.F —0 0 Ilf y - - e M V M Kw O 'lI I _ _ -0 (a.00l .�crr O �I 11 1 ■1 11 1 LOT SIZE: 65.857 S.F. (1.5119 ACRES) Awl> ' II �p In~iw \ 1 Bs 1 IMPERVIOUS SURFACE(PARKING): 40,911 S.F. II _" b BOLDING G.4LJLJ TOTAL IMPERVIOUS: 57,035 S.F. -,sax rt7 ��� 1 �ii / MAx LOT COVERAGE: 6Sx •r . _ sxe's.soo=8.1C- -��I I . ..® Axcxrtccn,v.s.c. PROVIDED LOT COVERAGE: 207L //TT / :.:;«, •.�1�Y. ____ 3�s11� 1 U Law*au BT •U +:S;y, I S' ME EFnLANDSCATS' �/��//5/�/ /. - 1 /.4 I \' le%^.+ ❑I T IORPERIMETERLA CAPESREQU BUTTER REX - 0: .4 S.F. _ ""�/�� //' ,D — LAND OR IANDSCME REQUIRED: Sx - 2.091.a S.f. 2/ / w�i.A ,/, - L / LANDSCAPE PROVIDED: 3,404 S.F. i' i 4 x I . TOTAL LANDSCAPE: 8,822 S.F. / / la. 'nunw .•.'. '—+ 10-I .yT' a a I PARKING RFOIIIREMFNTS' I PARKING REQUIRED: MIN 4:1000-55 STALLS / ,� A�9 / A Q a it '�1 StiACKING PSIZED50TALL5:MAX TA 00STALLS - BB STALLS / 0 / �. ,'�..' ppppppQQpQQpQQ s' \`� o ..,A,Man �� n MAX COMPACT STALLS: 301-22 STALLS 1 COMPACT STALLS SAD. ED: 0 STALLS COMPACT(8.6'(15') / * / ``�\\ I/ e QQQQ.��Q k DR1VE.THRU PHARMACY I ADA STALLS PROVIDED: ♦STALLS(9'%201 / . 4 Pom DINT.HF1cnT / •ti. P® �O® ••/••••••• ALLOWABLE: 50' • et"..., , 110 4 jI� 1 Z ■••••••■■■ PROPOSED: 27' / �'' •� / / ��O;I • �� wPI�T�TInf/%%%%///� �.,L j ��� ■���■ Lim DING SFTMCKS; TAX ACCMINT NIIMRFRf; / a A ` = �_ V/ 0 I W = {ri. } '' NORTH-SUNSET BLDV.(FRONT): 79'-0" 722790-0015 �� ` r VVV� YYYVVV///"' > a • o EAST-NE 12TH STREET(SIDE): 92.-0" 722790-0015 �` 7 • %/ O < l ( l ( l SOUTH-NE IITN PL(REM) 42'-0• 722790-0019 sssss�T,srx i f nl ,D 1 I I I I 1 I I 1 , WEST(SIDE): Ja'-0" 722790-0020 -. N \ 722790_002, / �Irrrr . 01 g /1, :;.c V l�f �I PROPOSED MONUMENT SIGN LEGAL DESCRIPTION: Q i i .T.,..>:' _•:.,•. .:`+•�:..;'t!' r s BLOCK 12,REPUT OF BLOCKS 12, 13, 14.35,37 ANO 35,CORRECTECPLAT 1. A ,•�'r ✓'' • •� 1oouuooaoo0N I OF RENTON HIGHLANDS NO.2.ACCORDING TO THE PUT THEREOFRECORDED •9 � '� L. ' IN VOLUME 59 OF PLATS.PAGES 52 AND 53,RECORDS OF KING COUNTY. A T• >.,., • I WASHINGTON; , '':4'• :'';: 13 u 1 �Ar 1 '1 1 EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: /!_ ,•'x 1 N^ T I _... F_' I +,-»l-p v. COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12;THENCE \ 111"1"" O •+P•S Y 1"""I I r V ORIVE.TNRunwnwrtY ^ NORTH 35'42'00-EAST,ALONG THE NORTHWESTERLY UNE OF SUDBLOCK, 't -'t 250.00 FEET; A` h r + q , •'•1�'.� THENCE SOUTH 54'15'00"EAST 142.00 FEET TO THE TRUE POINT OF ♦ G GH' .. I ,,a ' ' , BEGINNING: ,I _ _ I f I ' THENCE NORTH J020'10"EAST 128.45 FEET: �O - 4' �I'11 T�I SrryII �� ( l )' + :•', THENCE NORTH 35'42'00"EAST 70,00 FEET TO THE SOUTH MARGIN OF - -�� �/ 1 '.;0 /" ��� I Y 1111 I I I I NORTHEAST 12TH STREET; 7U S.F. THENCE SOUTH 88'5 OF EAST ALONG SAID MARGIN,31.57 FEET TO THE �����` a. '•t i f/fl/j�`_� b�_ NORTHEAST CORNER OF SAID BLOCK 12; N "// - / / Al2 PROPOSED MONUME[ I THENCE SOUTH 0P05'15"EAST,ALONG THE EAST LINE OF SAID BLOCK, / N 1 / 6 TYPE 'B' 129.37 FEET TO A POINT WHICH BEARS NORTH 74'38'19"EAST FROM THE �,^ /' '. _Jr', b TRUE POINT OF BEGINNING; .� •"0 i ' T' REVISKJN5 THENCE SOUTH 74'38'49'WEST 142.69 FEET TO THE TRUE POINT OF �/y � / BEGINNING; �\ / / +per-t �1 CERTIFICATKNIAYD SEAL AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: uxx C 'flj� /I s+sw NIMOST WESTERLY RNER SND BLOCK 12; S fi�1 �' ' "� f4°•LOL/ you.wArAc`n Id OR BEGINNING AT THE CO OF \ � ,' / _ I n n %AMR in THENCE NORTHEASTERLY,ALONG THE NORTHWESTERLY UNE OF SAID BLOCK. Iv..1• ll Il A yK��MTIw 150.00 FEET; • 90 Y` IS w s� THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY UNE.A `\ n.r UM OPT. DISTANCE OF 100.00 FEET; / tea' WnnixaoT THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY UNE,TO THE A � ssA.. MO SOUTHWESTERLY UNE OF SAD BLOCK 12;THENCE NORTHWESTERLY,ALONG XT4o4 G SAID SOUTHWESTERLY UNE,TO THE POINT OF BEGINNING; /`_ ma Is L;'kA• NE 11TH PL VC.Anse AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: I •\t . . • °'"'° WALGREENS STORE COMMENCING AT THE MOST WESTERLY CORNER OP SAID BLOCK 12;THENCE / BIG RA,MA RNLI S NE 17BI Bret RssbL WA fisaSOUTH 3S37'27"EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK. �CT ?��wxam n`mp / 103.05 FEET; slwswlr Trru THENCE CONTINUING ALONG SAID SOUTHWESTERLY UNE ON A CURVE TO THE n RIGHT,HAVING A RADIUS OF 485.24 FEET,AN ARCU DISTANCE OF 3.54 FEET 7 11 M1 PLAM•PROJECT DATA • TO THE TRUE POINT OF BEGINNING; ..a„,.,,,„,.m........,n m..mwso APAmRxn M00 ROT: Bf.1LB:M1>rf OMWMO NO. THENCE NORTH 33'42'00'EAST 187.75 FEET; WARNED THENCE SOUTH 5{'18'00"EAST TO A POINT ON THE SOUTHEASTERLY LINE OF SAIDra BLOCK; W0JANID A c THENCE SOUTHWESTERLY,ALONG SAID SOUTHEASTERLY UNE.TO THE MOST QP SOUTHERLY CORNER OF SAID BLOCK; DAM �� THENCE NORTHWESTERLY,ALONG THE SOUTHWESTERLY LINE Of SAID BLOCK. C45IST®N TO THE TRUE POINT OF BEGINNING. 0011BTRLICIIOM REVEWIDBI` ND Qr•OWOB. SITE RAM*MOM.SIAMITIAL-12442 • ®ri IJ C1 CZ ® [� IM f7 CM PACITE.PLANNING AND OESION 6, L■ C7 i/ Ira .E33 i/ Kra i. L1 E0WLMOT ROAD •L 1471104E00 EOOTWH — — _ _ IJ . 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Oytdns ,i,:ccw Ios'/%Krw✓s/74eankas hay/gcwF // t'c./ bib -- .. �p.w.R�.r m..R.crM .ono on.wnn.r. 0 wow-n.�rwr •6r....h.✓/'/fn..✓.A✓/r.dw.� e N t"c./ bfh ®..do,P.�,�am....00..�MI "h;/ STORE 0 `pan" Nr±i •ye%nr/ rat c'f'Pr,Y ' Imo ® I�T7P7 / t'c./ bah MOW.. o ,1 1I 1 / ul I 0 G..Prnvs ,Eslr/us 'l6sh�jwfs'�mwey.wy ivmb aw s s'ci/ 616 • ....... ul�+o ❑ • SiI O fhJ:..P//EWISt i /I7P, ea: •i sl'h> hib AAl TOR uo..rtca.PA C 0 .n./y ',w�rw,1' curb, .t 5 t'u/ 'Jib' Rs.ee. ....0 .-"` -_- wuar,..O • -/hrys oce.airb6i J✓eb.A.c 1J/.6e ortorviArt b-,,,,/ (I Cor,.c., 4-.:t 6r/kaeem, p..:c.7du.,0 p..y�.s,,..o c v./ �P.fen�. 6/7 a+w E , II "..nes/.vwtwert*rs W1b,f...toVerb/voi n Amami Q'./ ✓.t0r-o,• .. cAYYvs Bo is hibfwom pert Past s-,7./ ® prvnas lovw.....tws:xh(pAsaio/s'/cohrpA.a. l e.r✓ is,,./ M .....7 ..aus .✓rfx 'OAFF.,"'<<S0/dA.PNI Mrf GARVAPOJ3 et.'./ p4.i 7/.e J/.brC/i fat�tex/o/ueinr%c. 6 f+/ ▪ ofev4cea/.c J.vdwror, c.1ddkr7 1nen 6,./ 1JTJatake.;QF.r,c,M.po©h.".-crr ear 2.9.N.�/ ,1+/vs_ .. lta..� In gprcv.(Ly p,/u'b'raR..LL./�'' Tvy / '' '���;;�_��jj�", r- FEnrhodaaErdiai s nws O2 PJ"``e_30, rs cheer /6=t6- t;� // �! f, ,�' VI v/br/rna..Gvrd///xn cs q/ /J./ paned,L.,.c Ilk._ l k••.41,� a,e7iNthefilfAS uvi-vrtr✓/hvA.✓dC✓rt"!cK N Ayy /J./ p(aPte 31.4'..c. * 171 64iLne/ !./.r ,,•Ni.)✓: l C 1 s1o6.ls6 41fsem �"r//s v REVNI II4(, CERTIFICATION Q" _ _ YlM / KM•a0.1MCSICATOO i �o,.:R:a.OT..,IM ocA OP IIR..I.a ow o...o/IM 1W040 kill o� o?eP Ve./4o' .roR..... WALGREENS STORE SEC N...W MA l Ms 17M S...L N. WA RWA C P.OT(E6�W0/fC.ttOS fi.S • CAW wr. � rp�e WARM Mo.O. 01011/ R IMCHARO WARD ASSOCIATES �Y,A WMo P.Q .�....e.�ti, an �_ MIAOW 'i�w.r�`._ . �Ii caraT C1OI roma°It L.r2. raawrro - - .P.a., • IXTER)OR ELEVATIONS KEYED NOTES W v INEPT utes)NPROOAUE BR....my ES M FACILITIES PUNNING AND DESIGN N MI,,, 200 W ILMOT ROAD DEERFIELD,I I % 0 O RME CCU RE RI1.ER BONO PM(CASTLE P1.TE 61Tb10-2S00 e001FMt6 ORaRtl FNX) PROJECT TYPE • / ® pj RLIISH 1ETAL SPNAREL PANEL TO NATCN STOW p1EF'""0°'RWEv'T , N N m O O MINIM • Ep O ■ i © O m SHEET uDN COPING. N0 m0RRmeeE rv. FRONT OwMnsfmIRIAT l O P EfMIS Eo ■wom.ODNRRr r fpMIIIIM 1MM11E1'mu 1 __::"Mignimintiiiiii llllll no IIIIIIIIn1M11 IIIIMIIY y I I - E1R SOmPr slw.sEE oDAR3 ON vrt..s x. pwN�.r � ' - _ - �- s aiEr i -=. _ >f+- ��� L - J O' aLVIER S.w.L-aALP.xEus WWI R,stE'" STORE canwcroR m«Na.m�lw,nna e S fCI.M11 _ _y _ =iiii� ii�NMI :rii'i q x ��\� © o RD▪a wE o fSET • lf'JSE'JESES !S3lE.S -.3E7 . ss_■■.` TOTE ROOF.SCE 9.1 Ix.S - -? 0 c'cv-,....- AI. If 1 _ Q DOR S..SEE S En.ws S. r•w 0 7 1 f � __,■ __ s - e -MWNICO O91T.SEC ELECT...DRAPING. r B � _=__ ______moans=_- =-ate v��_ _ -- = -i R �-`}-�-Y - '+ fir II il:P00.4 SHIELD. BUILDING S __ -_-v'_-ter_-=-'_=_=-_=: _- _=___ .u_:___ _=r=.._.._���-___ _�_ �__ 0tE=id��6�6��4t6DC90CliKs9DODDJDDO600DC4d'Y+: @o-3*Moo e a ^,i.I!� O TMSN CWPACTOR NO TOLE ENCLOSURES ® MIOS161S.P.S.D. uiaY.wnnanw iw fiinwwrmigiuiYu aura vaiiai: WIRsii pTR. BOLLARD OR AND R DRNT nwl o JIP O a .N. FRONT TOWER ELEVATION O'�M1B1E ODE1NTgN Pon. MCY,... °NORTH ELEVATION - N.E. 12TH STREET ®FR - TOWER �P"1p"1D0P 9GN SEE Er"s-° IN.1'-0 Q N/A e tLW..e.s.N.SEE DETOE of.WET b.2. O SNLRE01 Z.NEON MAP.eeroNo.TEL DET0L ON 9...N. rT 0 STN.MC SFia1 NCTA.L ROOF. m C �,_(`"��' ED m 11 Q xeFw u wsEr wGPRoxu i[s -IM III"d IM1�nnWNMMMMI nl ____ _.. TIE M T 'r: __ate _---.•.M '�'THE A NCENI R FOR a ___ _ _ CASE TO E A wwNTE �__ _ - - ____ ©ROT ON OF LO ROOF PIE SE LETTERS S T TO E MOUNTED 'III,I�'II�II' -��__ �-mow - --- MEMBRANE PENETRATION. M M 11 1 1111 1111 1 1 PANT WEI.TO 9001 BR.. �!'111 iiiii�'sma -...-_s{ .' -....S' 969'}_.._.50E._-" t� -�M. WV.itERSii--- - __=�--- --\ ® nws rzMNnc T"L"T" BLOCK :__t_ G..- I�` _ _ �_-_=.im-:_-:�_____ z}�--c"'____ _____ ____- ___ __ __= Q moor ScuroCR _ iI _ _ II 1 I =_ _=i6== ____ ____=_==c_=- =c =i:_____-=r____s=__r=rs===__=. `oor%ttVSN uET0.PANEL.COLOR TO MATCH . DI _=ram ,Im .- s' II�JLI = . .w=___-- E. , .- -`,__� -, --. . .'E OYRK FRANC ERNE _ = t _.,_-0---__, _- - -Q 0 m ©' O•Tp5 SNAu NOr 9E[XPO$ED 0 STOWIRONr °EAST ELEVATION - LYNNW00D AVENUE N.E. RN,u ooaR v aHDE RBR..L ADO..INHERE i E Q mob.Doarrs TO wTCN 50CC SOLOS FLOOR. Q...............(..,......... 2 Ije 1 O TREE co2RSE R.N.POND CNO(GSTLE P1.1E u0RE FN1) Ov R0.TOP UNIT-SCRECIIEO Or PARAPET EVNa 0 Lou. RALarcom son.,MIr�l m �0 m m m 0 ° i fnmIR111n/1nM11M:::__ IIMI '� .C�=.t - �A P _ - _ - _ SION AREA BENAIASRY va rri Eri -Yyi 34- m ;u.-MRtf 5i � - NORTH ELEVATION .Ts=ems.= 3a:- i2E MOW —'t II -a In'. fnEv+s.R 1 i, � . Z ''� ram___�e< _ _ I �- _ - 2• -�x_-_�'__ ee .D�-==-x_____--�__ `: _ :_ _Illm EAST ELEVATION p,p S --���-��� fYfIMM'Yl7ail Pill:L'�7ff rJE4.-7f•JSfE SOUTH ELEVATION y, yn ry 'CON. -- _ - - - - - - - - -- -- °CORNICE DETAIL xa'-1 vx'PruISEENs zcawr smN sse sE 0f1r'10T0M tj2•.I'0- ss.e .r. REVISIONS °SOUTH ELEVATION - NE 11TH PL. WEST ,,.�ELEVATION ]]}}gg�y!' CERTIFICATION AND SEAL 3 ,/.•-I'o• b rd'fNx/u wx°wMcr vsR j1A]` '''' r KINDNIMPIMOTNATINE TDTK BULLXNG%HALF 19IJ 5J. AIOM 119°Ran EN OPIa I) ED LAWS OP THE _- i m—111M11.1111.■ N.-- -_ - STATROPs101PFED�w1N0CNe All - IIIIIIIIIIIIIInllnl i - _ 14 SITE SIGN iAry EA eS� SpJ g,I R.AL ==mr __ iL - - i -- - _ iDPF�r4NDEy I R fti 12,5 E/• .TORE P Me WI/ - — _ - _ -.L4d TOL:50*00 0A .212 if SEC Sure.ERA 4 NE 12th 505 ORRwnion.WA � . /•____i��i�iiiiiiiiii iiiiiiiiHiEiiii ii�utuu��iin = .-�:.L'�':'' I Pt -_ Ili.I 1111 1.I 1111 1.111t."..1 II III ■■.-I ..._. .■■ 1 _ 1 _.. m m C. SON COOS SUMMARY CRANING MU EXTERIOR ELEVATIONS.DETAILS LEON DATA L-4 _ . _ _ _ _ _- _--_ _-___'_____ --_-___ ______=_ _--_--_-___= PERMIT OM.,NAME__ :_____ _:______ _:______ _______________ __________________________-- PLOT: DRAWINONO. PHONE CA00 St E i SM MMi - - - --__- -------- ---•----------� -------------------------- DRAWN BY: DATE M.a °WEST ELEVATION - SUNSET BLVD. N.E. R 0w1*0®To 4 t/e I O r0N RENEWED We M- DWDS . r - - , D5 - 4 T23N R5E W 1/7 . R ---- r _ i - -- -R_10 u ■IVY_ ! IIR—10CS " NE IS) \; a\ �41 N,E14 1Pl S _ _ ,\ �+� ��� � yam. ��' C �'_ _,�\ _ Ott �, IN 11t�it -L �c7 ��� �� I __ --1 INE1Ot ; M—I cc G, S ' • . - Mit ic° tx -A' ic9-' h' ;.,P �, oe ,x ---- 00- R—8 RM-I Q- h , -- [_ •yoo CO, iCO y -8 z -- c -_i-= ---- St. 00-� i ;II 1 1 013 ' ---------8 1 ..*--- "••-. . 0 :._ ,\./_::,.0-_i 1.3 _ 7_____f_=, � ;), 'A b 0.., zw IPI - c' ,. ,---- N� it R 8CP) _ _ _ � � 1 NE f 0 . c E� o R 8_ R-8 { t=i i ® ctNEBtust -4 ' NE N , , /i ai R.-1.0 .\ ,) I -----lc-_, ' -V':_ -R-8 - // iga R-8 `, NE 7th Pl / � � ' Ni lgth . i "', R-8 /s,I R-8/$ o' Pl. 'F - - I u(P) I NE 6th R-8- .._ ' --- ii• R-10 04 �_ z R-8 \�R •o -- 711. NE\., _.,,,,.5t-ht Ct - - R-8 ► � a _- dmond' o% ,'R—8 R 8 R-8 . ,. 7'� _/ U4. % • , a x>R 8 di 4 IL(P) CS 3 R-8, - NE 4th St. - R-8 �/ ,,-._T C/ „ C A cA F5 • 16 T23N R5E W 1/2 XY ? ° 470 E [ ZONING 1.4800 P/B/PW TECHNICAL,SERVICES U.I9 T23N R5E W 2 .Iiv,c 01/18/01 LA• Zt I N G MAP BOO IIIIiii, ; 92 / ( � c _No 4 455 I t e °' 459 61 r Tw w, � liG IA , :- ►ir•. ftemu ' elo",, ,1 x 7 4N R4E � ��'� " _ 4 25IS\ 3&14N 'SE 24N R ' 2&24I1Rb6s. T24 •f 94W1 '"@�w� 26T24N75E/ J `r ,may_ ,,. - id6 `—�C7 l`1ICii:0•':` - 36 T24N R4E 31 T24N R5E 4 32_T 6E'�� 'i."-. •F i•',.'-,r 316 1 307w ' 08 309 ®�.�u—. 35 •4N R5E 3•� IF.a� i : 01 r� 3 Doti, ,A.9 7 2 T23N R4E �•'11,'didritti ma, .C.) .1Pii c; y,>. 1 „k' „1-• a ,: i. e4E ,.. 6.T23N R5E T23N R5E ( ,A 4 1'' E I' ''�, 3. �>:7� '�' , 31�, iiir• 2 T23N R5E .� 3It. -1 31°g',, r$X _ ,, i 1 9 �� )-', fa _ • s, U u 1 � ,, Jr 11 T. N R4E 12 T23N R4E i S. rt,_11 a1 ' f i T23N-RhE- 8 T23N R5E 8-T23N R5E >1 N 11 T2 N R5E 32 10 T23 RI i - 26 7 I ,.� ' 328-' `' . '370 , 01 871 . :F1-' ---v:' ' . 3 : , F 23 ,R R4 18 T23N R5E 1�'11„ I �` —i Y �;' 18 T23N R5E 1 s T23 R5E 14 T23F.'1�R5E 7', 334 . _ ( 35 ' ' 336 '`, •33' ,,e:- 371 8151, 81 C 4 • �•.� 7 i - G4 & 5—. G6G7I3 T23N R4E e 4 T23 R4E 19T23N R5E 20 T23N R5E ' 21,T23N 3 22 T23N RSE 23 T23N R5E 444 , 41 .,. 600 01 1 602 . • 420 . 821 ,.„ ; ..., 1 . , - - . • '- _ ; . A . , . 6 2 T23111 R4E tir.'31 123N R5E 29 23N R5E 28 T3N R5E y�}�p� 27pTr'1�3N R5E 26 T23N R5� 25 0 1' _�, E '��3!� s n4;1,%V 4 f _ %605E 825,+ -- 826- . 8 �11- , =� �a 4 I ry _ II 1 T2 115E 3 ?• T23N R ) roc l� , 3512 . ' ,-_6 1 'a � 60 t _609,,j) . m— sjg1,'.9il . ' c .' c 833 11 r y . 22N R4E �'T N a F II 6 T22N R5E , 5`F22N E _ T+,„ th`��I��•i .��,.....1�• _"_._., 3 _ . - -, 2 T22N R5E :.:_ -=--:- KROLL Resource Conservation n Convenience Commercial (P) Publicly Owned PAGE# I R-I I Residential 1 du/ac n Center Neighborhood• Renton City Limits IR-5 I Residential 5 du/ac CS Center Suburban• - Adjacent City Limits SECTrto,sM/Wms I R+8 I Residential 8 du/ec CD Center Downtown* I "" 1 (Grey Text) Prezones I RRM I Residential Manufactured Homes CDR Center Office Residential I•;•;•*1 Automall District A !Rill I Residential 10 du/ac CA Commercial Arterial :%i Automall District B z I7 Residential 14 du/ac CD Commercial Office • For additional regulations in overlay districts 1. not shown on this map, please see RMC 4-3. I R11-I I Residential Multi-Family mall IH Industrial - Heavy OE Residential Multi-Family Neighborhood Center IM Industrial - Medium PAGE cmi Residential Multi-Family Suburban Center I� Industrial - Light INDEX RM u Residential Multi-Family Urban Center* I� Public Use g t - 4- AFFIDAVIT OF PUBLICATION Barbara Alther,first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL RENTON BOARD OF ADJUSTMENT 600 S.Washington Avenue,Kent,Washington 98032 NOTICE OF PUBLIC HEARING A Public Hearing will be held by the its a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of Renton Boe of Adjustment at regular meeting in the Council general publication and is now and has been for more than six months prior to the date of Chambers,on the 7th floor of City Hall, publication, referred to, printed and published in the English language continually as a daily 1055 So. Grady Way, Renton, WA, on newspaper in Kent, King County,Washington. The South County Journal has been approved as a April 24, 2002 at 7:30 PM to consider legal newspaper by order of the Superior Court of the State of Washington for King County. the following variance: The notice in the exact form attached,was published in the South County Journal(and WALGREENS SUNSET LUA-02-038,EC F,SA-A,V not in supplemental form)which was regularly distributed to the subscribers during the below Construction of a 13,555 square stated period. The annexed notice, a foot drugstore. Requires approval of two variances in order to place Walgreens on Sunset signage and perform parking/ landscape improvements within as published on: 4/13/02 the adjacent right-of-way (Sunset Boulevard NE). Location: 3011 Sunset Blvd.No. The full amount of the fee charged for said foregoing publication is the sum of$53.25,charged to Legal descriptions of the files noted Acct. No.8051067. above are on file in the Development Services Division, sixth floor, Renton The cost above includes a$6.00 fee for the printing of the affidavits. City Hall.All interested persons to said petitions are invited to be present at Legal Number 10234 the Public Hearing to express their g �l opinions. 1-44•74 /' Published 3 the South County Journal April 13,2002.10234 Legal Clerk, South County Journal cd Subscribed and sworn before me on this (�day of AA... ,2002 . jst `Notary lic of the State of Washing n -N residing in Renton ?ae 03T ; • King County,Washington• CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of 1 v 1 , 2002, I deposited in the mails of the United States, a seal d envelope containing Rc Li4vv, kto,,h of documents. This information was sent to: Name Representing 5v. 44ehiti5i (40he MARILYN KAMCHEFF�� t• (Signature of Sender) I NOTARY PUBLIC t STATE OF WASHINGTON ) STATE OF VJASHINGTON SS COMMISSION EXPIRES COUNTY OF KING ) _ JUNE 29, 2003 I certify that I know or have satisfactory evidence that 14e1i/e De signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: —7-- ( /5 Notary Publi and for the State of Wa ton Notary(Print) MARILYN KAMCHEFF My appointment expiM' APPOINTMENT EXPIRES: 6-29-03 Project Name: W a+✓rierl 5 .Surrst.f Project Number: c-u11 02-030 ECP 54- 1 V-/3 NOTARY.DOC AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept of Ecology Larry Fisher Mr. Rod Malcom, Fisheries Environmental Review Section WA Dpt. Of Fish &Wildlife Muckleshoot Indian Tribe PO Fox 47703 C/o Dept. of Ecology 39015— 1 72nid Avenue SE Olympia, WA 98504-7703 3190— 160th Ave. SE Auburn, WA 98092 Bellevue, WA 98008 WSE OT Northwest Region Duwamish Tribal Office Mr. David Dietzman King Area Dev. Serv., MS-240 14235 Ambaum Blvd. SW— Front A Dept. of Natural Resources PO Fox 330310 Burien, WA 98166 PO Box 47015 Seat le, WA 98133-9710 Olympia, WA 98504-7015 US f,rmy Corp. of Engineers Ms. Shirley Marroquin Eric Swennson Seatle District Office Environmental Planning Supervisor Seattle Public Utilities PO E;ox C-3755 KC Wastewater Treatment Division 710—2nd Avenue, 10th Floor Seattle, WA 98124 201 South Jackson St, MS KSC-NR-050 Seattle, WA 98104 Attn: SEPA Reviewer Seattle, WA 98104-3855 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 :Jakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Gard Kriedt Joe Jainga Metro Environmental Planning PSE— Municipal Land Planner KSC-TR-0431 PO Box 90868 201 South Jackson Street Ms: XRD-01 W Seattle,WA 98104 Bellevue, WA 98009-0868 Last printed 11/19/01 11:34 AM I NOTJCE ENVIRONMENTAL DETERMINATION&PUBLIC HEARING POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION WALGREEN'S ON SUSNET ' LUA-02-038,ECF,SA-A,V-B The applicant has requested Environmental(SOPA)end Administrative Site Plan Review for the construction of a 13,555 square foot drugstore boated on a 1.51-acre ale In the CS zone.The existing 4 buildings on the property would be demolished as part of the protect. Also Included is the placement of 73 parking stalls,as well as the Installation of required landscape end utility Improvements. In addition to administrative review,the proposal requires approval of 4 variances from the Board of Adjustment In order to place slgnage and perform parkingdandecape improvements within the adjacent right-of-way (Sunset Boulevard NE).Location:Southeast corner of Sunset Boulevard and NE 12'Street intersection. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be tiled In writing on or before 5:00 PM May 28,2002.Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton, 1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-e-110.B. Additional information regarding the appeal process may be obtain.'from the Renton City Clerk's Office,(425)430-6510. The date of Wednesday,May 22,2002,at 7:30 PM,has been set fors variance public hearing to review the proposed variance. TM hearing,before the City of Renton'.Board of Adjustment will be held In the Council Chambers on the seventh floor of City Hall,Renton,Washington. The applicant or representative(s)of the applicant Is required to be present at the public hearing.Interested parties areInvited to attend.. ""` ,�Y�,/� O-I rot Q I ■■■t}Ht.�P DI--.I.'Walt l'figAli.,,� ,1 1 a`.�^f,,,ity� 3�1YIDo-'� II.Ia F' l 1 r-4 tie • 3 ,/ to t� L�]II O• ,,� z� 1• , �_i ` " Ike 'lt A.• 6 e a4i6' e FYi 'A72.7 (, 7 IAA ,,4414 .• 1: X tily 2 T p e ,•:`I ?. - :F 41V.V € 5' ti x a kitfk ~' i -obi _��1 A sit. s d. ..:I ...4, L► - e - FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7270. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. MARILYN KAMCHEFF -NOTARY PUBLIC CERTIFICATION STATE OF WASHINGTON COMMISSION EXPIRES JUNE 29, 2003 I, EN4-(71 "t OCk-Vre(I ., hereby certify that J copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on 14.a 1 t 0 ) U Signed ��-�` �'CtmK,i U" ATTEST: Subscribed • a t sworn before me,a Notary Public,in and forr'^^tAhe to of �`' Washington residing er ..,,,_..4-4 v. ,on the f S 'f'' day of PA- c,A- - MARILYN KAMCHEFF MY APPOINTMENT EXPIRES: 6-29-03 ii \.irto.),,nicE ENVIRONMENTAL DETERMINATION & PUBLIC HEARING PO:TED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION WALG REEN'S ON SUSNET LUA-02-038,ECF,SA-A,V-B The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the constn.lction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildin.ls on the property would be demolished as part of the project. Also included is the placement of 73 parsing stalls,as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order o place signage and perform parking/landscape improvements within the adjacent right-of-way (Sunset Boulevard NE). Location:Southeast corner of Sunset Boulevard and NE 12"'Street intersection. THE CITY JF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE 'ROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONM ENT, Appeals of th i environmental determination must be filed In writing on or before 5:00 PM May 28,2002. Appeals must be flied In writing together with the required$75.00 application fee with: Hearing Examiner,City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's C Klee,(425)430-6510. The date of Wednesday, May 22, 2002, at 7:30 PM, has been set for a variance public hearing to review the proposed varance. The hearing, before the City of Renton's Board of Adjustment will be held In the Council Chambers or the seventh floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant Is n:quired to be present at the public hearing. Interested parties are Invited to attend.. �`a' �� �rtv �jj�1L set 90 rtzap, ., 'v't 1!.11F irg,, l' - tAin :Irr• �• ��1 ( .- era r' :"7l,n, 1 �f; � �Q .� ;77017 � «,. .fit::111.4%. .�,/*�r::�� rl ; rr/ l �-irt.'. �. t �N�y .11 /?.,•4' tillri.kif t iiit4 '''ilit /01V6in L.: f-----1%r,::i Lt2:11k:: 14 . 41/.1•4,, 10 t � a•a. !�y�' ryi a�!;r�� .I�'1' :��Q��: 1�� Min u gf i:_ 1QAita ; --. ,ram .. ; n t K 4 . �r •� -- ; 'qi1A.T1 le Jr a el -, �.! ia 4-, otior / 1 ' •_I yr Y • 0�•iJ •i�r git mamma.i . .' i; ':til -444� 4 .y/. ,...3[41W•rr i" i.s y� rtii,;r4{Tirl `ill 2�'i]� _ _ .r, Gfl RETAIL f'�` �l`� piM FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT(425)430-7270. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please'Include th'e,prof N. AIII3ER when calObl for proper file ide froation. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. WALLGREEN'S ON SUNSET LUA02-038,SA-A,ECF,V-B Environmental review for construction of a drug store. Location: SE corner of sunset Blvd and NE 12th St intersection. Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. The date of Wednesday, May 22, 2002, at 7:30 PM, has been set for a variance public hearing to review the proposed variance. The hearing, before the City of Renton's Board of Adjustment will be held in the Council Chambers on the seventh floor of City Hall, Renton, Washington. Publication Date: May 13, 2002 Account No. 51067 dnsmpub.dot RENTON BOARD OF ADJUSTMENT NOTICE OF PUBLIC HEARING A Public Hearing will be held by the Renton Board of Adjustment at its regular meeting in the Council Chambers, on the 7th floor of City Hall, 1055 So. Grady Way, Renton, WA, on May 22, 2002 at 7:30 PM to consider the following variance: WALGREENS ON SUNSET L U A-02-038,EC F,SA-A,V Construction of a 13,555 square foot drugstore. Rquires approval of two variances in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). Location: 3011 Sunset Blvd. No. Legal descriptions of the files noted above are on file in the Development Services Division, sixth floor, Renton City Hall. All interested persons to said petitions are invited to be present at the Public Hearing to express their opinions. Publication Date: May 11, 2002 Account No. 51067 BOA PUBLICATION 4 0 t ' CITY _ F RENTON ..LL Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 9, 2002 Mr. John Hallstrom Sconzo Hallstrom Architects liazIttA 919— 124th Avenue NE, #101 Bellevue, WA 98005 5/1 SUBJECT: Walgreens on Sunset Project Number LUA-02-038,SA-A,ECF,V-B Der Mr. Hallstrom: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, Cit.,/ of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by Cit' of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Th date of Wednesday, May 22, 2002, at 7:30 PM, has been set for a variance public hearing to review the proposed variance. The hearing, before the City of Renton's Board of Adjustment will be held in the Council Chambers on the seventh floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. Interested parties are invited to attend. If you have any questions or desire clarification of the above, please call me at(425) 430-7270. For the Environmental Review Committee, (:? ://hbj l Lesley Nishi • Senior Planner cc: Cho & Lee Investment, Inc./Owners Mr. Allen Kann/Baldridge Development, Inc. Greater Hilands Ltd. Partnership Associates Enclosure —dnsmIener R E N T O N 1055 South Grady Way-Renton,Washington 98055 ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51- acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: 4. Southeast corner of Sunset Boulevard and NE 12th Street intersection a . MITIGATION MEASURES �W. A,‹ 1. The applicant shall comply with all recommendations contained within the Geotechnical Evaluation prepared by ADaPT dated March 1, 2002, with regard to site preparation, project construction and design. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new building area prior to the issuance of building permits. w mitigationmeausres CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plar Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage :Ind perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12ih Street intersection Advisory Notes to Applicant . The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planninc 1. The site is designated Center Suburban (CS) on the City's Zoning Map and Center Village (CV) on the City's Comprehensive Plan Land Use Map. 2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30'pm, Monday through Friday unless othe raise approved by the Development Services Division. The Development Services Division reserves the righl to rescind the approved extended haul hours at any time if complaints are received. EDNSP -Strategic Planning 1. This application is inconsistent with many of the stated objectives and policies for the Center Village land use designation and the Community Design section of the Comprehensive Plan's Land Use Element. 2. It al.:;o is inconsistent with the maximum building setback provisions of the Center Suburban Zone intended to imp!ament these provisions. 3. Section 4-9-200E, Decision Criteria for Level I and Level II Site Plans, requires conformance with the Comprehensive Plan, its elements and policies (General Review Criteria, 1.a). • Property Services 1. The legal description provided is not correct as shown on the "Site Plan and Project Data" drawing. Said legal description erroneously excepts the Cho and Lee Investment, Inc. parcel (tax lot no. 722790-0018). Parks 1. The existing mature deciduous trees and mature shrubs along Sunset Boulevard should be retained. Walgreen's on Sunset LUA-02-038,Ecf,SA-A,V-B Advisory Notes (continued) Page 2 of 3 Fire Prevention 1. The preliminary fire flow is 1,500 gpm. 2. One fire hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. A list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site must be provided. Plan Review—Transportation 1. There are existing curb, gutter, sidewalk and streetlights fronting the property on all sides. 2. Based on the Trip Generation Analysis prepared by Transportation Planning & Engineering, Inc. dated March 27, 2002, a decrease in weekday AM and PM peak hour traffic volume would occur with redevelopment of the existing site into a drug store use. The City's Transportation Systems Section concurs with these generation calculations. Therefore, no additional traffic mitigation fees are required. 3. The location of the new driveway in Sunset Boulevard appears to be too close to the intersection for safe ingress and egress. The applicant should consider relocating or maintaining the shared driveway located on Sunset Boulevard. 4. Any channelization changes proposed to Sunset Boulevard, also known as State Route 900, must be submitted to the Washington State Department of Transportation for review and approval. Plan Review—Water '` NY 1. There is an existing 10-inch water main in Sunset Boulevard,a 12-inch water main adjacent to the property in NE 12th and a 4-inch water main in Lynwood. 2. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 3. A Water System Development Charge of$10,141.98 is payable at time of issuance of utility construction permit. The rate is$0.154 per square foot of gross site area(65,857 square feet). 4. A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of utility permits. 5. Existing hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 6. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". 7. DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 8. A separate fire department connection to the water main is required for the fire sprinkler system. Please show pipe size and location of connection and connection detail. advisorynotes WalgreerI's on Sunset L UA-02-(:J38,Ecf,SA-A,V-B Advisory Notes (continued) Page 3o.3 Plan Rey iew—Sanitary Sewer 1. Thera is an existing 8-inch sewer main in Sunset Boulevard and Lynnwood Avenue. There is also an 8-inch sew(:r main running through the site to south. 2. A SE wer System Development Charge of $6,980.84 is payable at time of issuance of utility construction permit. The rate is $0.106 per square foot of gross site area (65,857 square feet). A redevelopment credit will apply for exist ng water service connections. 3. Side sewer connections for commercial development shall be 6-inch. Plan Review—Storm Drainage 1. There is a 12-inch storm system in NE Sunset Blvd. A Surface Water System Development Charge of $0.183 per square foot of new impervious surface area at the site will apply. The applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. 3. A drainage narrative has been submitted and reviewed. The applicant has provided calculations indicating the new developed site will be exempt from detention. The applicant has shown an oil water separator will be instilled in the parking area prior to discharging into the City system. 4. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will I>e present at the new facility (RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, mor:) than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Watar Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. , Plan Relh ew—General r 1. All civil plans shall conform to the Renton Drafting Standards, which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) cop es of the drainage report, and an itemized cost of construction estimate and application fee at the counter on tie sixth floor. 2. A f€e worksheet has been prepared. Prior to preparing a check, it is recommended to call 425-430-7266 for a fee i)stimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Halt the fee must be paid upon application. 4. Ser arate permits for water meters, side sewer, irrigation meters and backflow device is required. advisoryr Dtes •; e CITY F RENTON „LL M'` Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 9, 2;)02 Washing:on State Department of Ecology Environmental Review Section PO Box 17703 Olympia WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on May 7, 2002: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED WALLGREEN'S ON SUNSET LUA-02-038,ECF,SA-A,V-B The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adiacent right-of-way (Sunset Boulevard NE). Location: Southeast corner of Sunset Boulevard and NE 12t Street intersection. Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you hi me questions, please call me at(425) 430-7270. For the Environmental Review Committee, Lesley Nishihi Senior Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers Enclosire agencT.rl R E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51- acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street ,k,_ intersection of MITIGATION MEASURES , ,, � � � ,fi 4.. 1. The applicant shall comply with all recommendations contained within the Geotechnical Evaluation prepared by ADaPT dated March 1, 2002, with regard to site preparation, project construction and design. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new building area prior to the issuance of building permits. mitigationmeausres CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJEC f NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street intersection Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planninq 1. The site is designated Center Suburban (CS) on the City's Zoning Map and Center Village (CV) on the City's Comprehensive Plan Land Use Map. 2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. EDNSP Strategic Planningyrs "' 1. This application is inconsistent with many of the stated objectives and policies for the Center Village land use designation and the Community Design section of the Comprehensive Plan's Land Use Element. 2. It al"o is inconsistent with the maximum building setback provisions of the Center Suburban Zone intended to impli.ment these provisions. 3. Section 4-9-200E, Decision Criteria for Level I and Level II Site Plans, requires conformance with the Corr prehensive Plan, its elements and policies (General Review Criteria, 1.a). Property Services 1. The legal description provided is not correct as shown on the "Site Plan and Project Data" drawing. Said legal description erroneously excepts the Cho and Lee Investment, Inc. parcel (tax lot no. 722790-0018). Parks 1. The existing mature deciduous trees and mature shrubs along Sunset Boulevard should be retained. Walgreen's on Sunset LUA-02-038,Ecf,SA-A,V-B Advisory Notes (continued) Page 2 of 3 Fire Prevention 1. The preliminary fire flow is 1,500 gpm. 2. One fire hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. A list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site must be provided. Plan Review—Transportation 1. There are existing curb, gutter, sidewalk and streetlights fronting the property on all sides. 2. Based on the Trip Generation Analysis prepared by Transportation Planning & Engineering, Inc. dated March 27, 2002, a decrease in weekday AM and PM peak hour traffic volume would occur with redevelopment of the existing site into a drug store use. The City's Transportation Systems Section concurs with these generation calculations. Therefore, no additional traffic mitigation fees are required. 3. The location of the new driveway in Sunset Boulevard appears to be too close to the intersection for safe ingress and egress. The applicant should consider relocating or maintaining the shared driveway located on Sunset Boulevard. ° r 4. Any channelization changes proposed to Sunset Boulevard, also known as State Route 900, must be submitted to the Washington State Department of Transportation for review and approval. Plan Review—Water g 1. There is an existing 10-inch water main in Sunset Boulevard a 12-inch water main adjacent to the property in NE 12th and a 4-inch water main in Lynwood. 2. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 3. A Water System Development Charge of$10,141.98 is payable at time of issuance of utility construction permit. The rate is$0.154 per square foot of gross site area(65,857 square feet). 4. A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of utility permits. 5. Existin hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 6. A fire prinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". 7. DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 8. A separate fire department connection to the water main is required for the fire sprinkler system. Please show pipe size and location of connection and connection detail. advisorynotes Walgreen's on Sunset LUA-02-038,Ecf,SA-A,V-B Advisory Notes (continued) Page 3 of 3 Plan Review—Sanitary Sewer 1. There is an existing 8-inch sewer main in Sunset Boulevard and Lynnwood Avenue. There is also an 8-inch sewer main running through the site to south. 2. A SE wer System Development Charge of $6,980.84 is payable at time of issuance of utility construction permit. The rate is $0.106 per square foot of gross site area (65,857 square feet). A redevelopment credit will apply for exist ng water service connections. 3. Side sewer connections for commercial development shall be 6-inch. Plan Review—Storm Drainage 1. There is a 12-inch storm system in NE Sunset Blvd. A Surface Water System Development Charge of $0.183 per:>quare foot of new impervious surface area at the site will apply. The applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. 3. A drainage narrative has been submitted and reviewed. The applicant has provided calculations indicating the new developed site will be exempt from detention. The applicant has shown an oil water separator will be inst.Iled in the parking area prior to discharging into the City system. 4. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Con;tructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will he present at the new facility(RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to tree project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, mor than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection,liner. Impervious surfaces shall be provided for areas subject to vehii ular use or storage of chemicals Plan Review—General ` , 1. All civil plans shall conform to the Renton Drafting Standards,which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on t to sixth floor. 2. A fee worksheet has been prepared. Prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Hall the fee must be paid upon application. 4. Separate permits for water meters, side sewer, irrigation meters and backflow device is required. advisorynotes • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51- acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street intersection LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: May 13, 2002 DATE OF DECISION: May 7,2002 SIGNS TURES: AlflegiNd mist o g-A — DATE/-7/ Departmeof lanning/Building/Public Works 0 im Shepherd, .dministrator DAI7/0 Community Servic Y Lee a , Fire Chief �" DATE Renton Fire Department dnsmsignature CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51- acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way (Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street intersection LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: May 13, 2002 DATE OF DECISION: May 7, 2002 SIGNATURES: Cr Gre (' er rf, A inisti�a o� 7/ DATE 5/1/ De artme t of tannin /Buildin /Public Works P 9 9 {( ) e. `Iarr/-2 7 0 Jim Shepherd, dministrator DA Community Servic i Lee e�Fire Chief DATE Renton Fire Department dnsmsignature CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51- acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street intersection MITIGATION MEASURES: 1. The applicant shall comply with all recommendations contained within the Geotechnical Evaluation prepared by ADaPT dated March 1, 2002, with regard to site preparation, project construction and design. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new building area prior to the issuance of building permits. mitigationmeausres CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-038, ECF, SA-A, V-B APPLICANT: Baldridge Development, Inc PROJECT NAME: WALGREEN'S ON SUNSET DESCRIPTION OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). LOCATION OF PROPOSAL: Southeast corner of Sunset Boulevard and NE 12th Street intersection Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Center Suburban (CS) on the City's Zoning Map and Center Village (CV) on the City's Comprehensive Plan Land Use Map. 2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. EDNSP—Strategic Planning 1. This application is inconsistent with many of the stated objectives and policies for the Center Village land use designation and the Community Design section of the Comprehensive Plan's Land Use Element. 2. It also is inconsistent with the maximum building setback provisions of the Center Suburban Zone intended to implement these provisions. 3. Section 4-9-200E, Decision Criteria for Level I and Level II Site Plans, requires conformance with the Comprehensive Plan, its elements and policies (General Review Criteria, 1.a). Property Services 1. The legal description provided is not correct as shown on the "Site Plan and Project Data" drawing. Said legal description erroneously excepts the Cho and Lee Investment, Inc. parcel (tax lot no. 722790-0018). Parks 1. The existing mature deciduous trees and mature shrubs along Sunset Boulevard should be retained. advisorynotes Fire Prevention 1. The preliminary fire flow is 1,500 gpm. 2. One fire hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. A list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site must be provided. Plan Review—Transportation 1. There are existing curb, gutter, sidewalk and streetlights fronting the property on all sides. 2. Based on the Trip Generation Analysis prepared by Transportation Planning & Engineering, Inc. dated March 27, 2002, a decrease in weekday AM and PM peak hour traffic volume would occur with redevelopment of the existing site into a drug store use. The City's Transportation Systems Section concurs with these generation calculations. Therefore, no additional traffic mitigation fees are required. 3. The location of the new driveway in Sunset Boulevard appears to be too close to the intersection for safe ingress and egress. The applicant should consider relocating or maintaining the shared driveway located on Sunset Boulevard. 4. Any channelization changes proposed to Sunset Boulevard, also known as State Route 900, must be submitted to the Washington State Department of Transportation for review and approval. Plan Review—Water 1. There is an existing 10-inch water main in Sunset Boulevard, a 12-inch water main adjacent to the property in NE 12th and a 4-inch water main in Lynwood. 2. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 3. A Water System Development Charge of$10,141.98 is payable at time of issuance of utility construction permit. The rate is$0.154 per square foot of gross site area (65,857 square feet). 4. A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of utility permits. 5. Existing hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 6. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". 7. DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 8. A separate fire department connection to the water main is required for the fire sprinkler system. Please show pipe size and location of connection and connection detail. Plan Review—Sanitary Sewer 1. There is an existing 8-inch sewer main in Sunset Boulevard and Lynnwood Avenue. There is also an 8-inch sewer main running through the site to south. advisorynotes 2. A Sewer System Development Charge of $6,980.84 is payable at time of issuance of utility construction permit. The rate is $0.106 per square foot of gross site area (65,857 square feet). A redevelopment credit will apply for existing water service connections. 3. Side sewer connections for commercial development shall be 6-inch. Plan Review—Storm Drainage 1. There is a 12-inch storm system in NE Sunset Blvd. A Surface Water System Development Charge of $0.183 per square foot of new impervious surface area at the site will apply. The applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. 3. A drainage narrative has been submitted and reviewed. The applicant has provided calculations indicating the new developed site will be exempt from detention. The applicant has shown an oil water separator will be installed in the parking area prior to discharging into the City system. 4. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. Plan Review—General 1. All civil plans shall conform to the Renton Drafting Standards, which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 2. A fee worksheet has been prepared. Prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 4. Separate permits for water meters, side sewer, irrigation meters and backflow device is required. advisorynotes STAFF City of Renton REPORT Department of Planning /Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE May 7, 2002 Projec F Name: Walgreen's on Sunset Applicant: Baldridge Development, Inc. File Number: LUA-02-038, ECF, SA-A, V-B Projec`Manager: Lesley Nishihira Project Description: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking stalls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 4 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). Project Location: Southeast corner of Sunset Boulevard and NE 12th Street intersection Exist. Bldg. Area gsf: 9,896 sf (to be demolished) Proposed New Bldg.Area: 13,555 sf Site Area: 1.51-acres Total Building Area gsf: 13,555 sf RECOMMENDATION: Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS-M). I ' LNG ` ti�• �� NI••IwA riS I nw NI ZLi AI a 2i' .ILE MN JL .' nr tI �iG.I3HNw / `?A,1 • IIjHLLLy,+i'' / �/;��,�, @, I ' r�Mr • 5 - Vila 1c. latialppr,TAR1 ,PAK , "., , • 5.; �S', �t ►- ,Hrsrrr fir.' 'V f .EA 4tIttlit t 70W ., AL .it ta� 1 VIFA frestkrom • ' 1 ,.a rffl.g. '.1.1t7. All 8 i 2 a ma , • Fr m .(.. (, ,. . a Fa I r,. a AV�r-' mt N u rp)31 4' 4i log a � N .— •— --a=•---k .:Z 2TH ..u::•37 sti gz; ~: .:u... :: -.--mow. _.'F. — '� ' it Q r- V ID li�' 43 1.!;:: = INGT N le- \I:: 1 11*: ... _ . 1i• � r }�y�.'1y� � Via`7�1':�1 I�si'��t��r��cly ' ���� ' t N.E 11TH •` . t s r�77 ..w�'' 417-wriiiirArnmair.m. run. 4 it,• N.E. ��• Irazno IITN lei * is lti' . *tpi -Mr'4i• irk::. ! . O h ` u!`. 16 r1i �' �•� t` 7 WIJ I� iir'liL l P"I�JI 1" SON ..� 11 1 Project Location Map a y.' ' ' 4f �rF. ";t' ercrpt • o , LL. 7 Irv," 'J7^'�11,...i0 > KTNtE Hy1 . 6• w4' . r y. • 1 tM'N a7.1_•. go • ,� Q Lull U PCN n J L) City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT OF APRIL 30,2002 Page 2 of 4 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period. C. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The subject site is relatively flat and is currently improved with impervious surfaces. The four existing buildings located on the property would be demolished with the redevelopment of the site. Site preparation activities would result in a net cut of 250 cubic yards. In addition, 11 trees would be removed from the site, including 9 coniferous trees ranging in size from 8-inches to 16-inches in caliper and 3 deciduous trees ranging in size from 6- inches to 10-inches in caliper. The proposal would result in an approximate impervious lot coverage of 88% and would install approximately 7,631 square feet of new landscape area. With the land use application, the applicant submitted a Geotechnical Evaluation prepared by ADaPT dated March 1, 2002. The report concludes that the proposed retail building and paved parking lot can be supported utilizing conventional spread footings bearing on the medium dense to dense near surface native soils or recompacted disturbed sand soils across the site. The report also contains recommendations with regard to site preparation, earthwork considerations, structural fill, and other site development issues — all of which staff recommends the applicant be required to comply with as a mitigation measure. Potential erosion impacts that could occur during project construction would be adequately mitigated by City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) pursuant to the King County Surface Water Design Manual (KCSWDM) and a Construction Mitigation Plan prior to issuance of Construction Permits. The applicant's SEPA checklist indicates the use of best management practices is intended throughout the duration of the project. Mitigation Measures: The applicant shall comply with all recommendations contained within the Geotechnical Evaluation prepared by ADaPT dated March 1, 2002, with regard to site preparation, project construction and design. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. Nexus: SEPA Environmental Regulations and adopting ordinance. 2. Fire Protection Impacts: Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The proposal would add new construction to the City, which would potentially impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee estimated at $1,902.68 ($0.52 x 3,659 new square feet = $1,902.68) is required for the proposal. The payment of the fee is required prior to the issuance of building permits for the project. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new building area prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. ercrpt City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT OF APRIL 30,2002 Page 3 of 4 D. MITIGATION MEASURES 1. The applicant shall comply with all recommendations contained within the Geotechnical Evaluation prepared by ADaPT dated March 1, 2002, with regard to site preparation, project construction and design. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the issuance of building permits. 2. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new building area prior to the issuance of building permits. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental / Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM May 28, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Center Suburban (CS) on the City's Zoning Map and Center Village (CV) on the City's Comprehensive Plan Land Use Map. 2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. EDNSP—Strategic Planning 1. This application is inconsistent with many of the stated objectives and policies for the Center Village land use designation and the Community Design section of the Comprehensive Plan's Land Use Element. 2. It also is inconsistent with the maximum building setback provisions of the Center Suburban Zone intended to implement these provisions. 3. Section 4-9-200E, Decision Criteria for Level I and Level II Site Plans, requires conformance with the Comprehensive Plan, its elements and policies (General Review Criteria, 1.a). Property Services 1. The legal description provided is not correct as shown on the "Site Plan and Project Data" drawing. Said legal description erroneously excepts the Cho and Lee Investment, Inc. parcel (tax lot no. 722790-0018). Parks 1. The existing mature deciduous trees and mature shrubs along Sunset Boulevard should be retained. Fire Prevention 1. The preliminary fire flow is 1,500 gpm. 2. One fire hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 3. A list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site must be provided. Plan Review—Transportation 1. There are existing curb, gutter, sidewalk and streetlights fronting the property on all sides. 2. Based on the Trip Generation Analysis prepared by Transportation Planning & Engineering, Inc. dated March 27, 2002, a decrease in weekday AM and PM peak hour traffic volume would occur with redevelopment of the existing site into a drug store use. The City's Transportation Systems Section concurs with these generation calculations. Therefore, no additional traffic mitigation fees are required. 3. The location of the new driveway in Sunset Boulevard appears to be too close to the intersection for safe ingress and egress. The applicant should consider relocating or maintaining the shared driveway located on Sunset ercrpt City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report WALGREEN'S ON SUNSET LUA-02-038,ECF, SA-A, V-B REPORT OF APRIL 30,2002 Page 4 of 4 Boulevard. 4. Any channelization changes proposed to Sunset Boulevard, also known as State Route 900, must be submitted to the Washington State Department of Transportation for review and approval. Plan Review—Water 1. There is an existing 10-inch water main in Sunset Boulevard, a 12-inch water main adjacent to the property in NE 12th and a 4-inch water main in Lynwood. 2. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 3. A Water System Development Charge of $10,141.98 is payable at time of issuance of utility construction permit. The rate is $0.154 per square foot of gross site area (65,857 square feet). 4. A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of utility permits. 5. Existing hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 6. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". 7. DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 8. A separate fire department connection to the water main is required for the fire sprinkler system. Please show pipe size and location of connection and connection detail. Plan Review—Sanitary Sewer 1. There is an existing 8-inch sewer main in Sunset Boulevard and Lynnwood Avenue. There is also an 8-inch sewer main running through the site to south. 2. A Sewer System Development Charge of $6,980.84 is payable at time of issuance of utility construction permit. The rate is $0.106 per square foot of gross site area (65,857 square feet). A redevelopment credit will apply for existing water service connections. 3. Side sewer connections for commercial development shall be 6-inch. Plan Review—Storm Drainage 1. There is a 12-inch storm system in NE Sunset Blvd. A Surface Water System Development Charge of $0.183 per square foot of new impervious surface area at the site will apply. The applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. 3. A drainage narrative has been submitted and reviewed. The applicant has provided calculations indicating the new developed site will be exempt from detention. The applicant has shown an oil water separator will be installed in the parking area prior to discharging into the City system. 4. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. Plan Review—General 1. All civil plans shall conform to the Renton Drafting Standards, which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 2. A fee worksheet has been prepared. Prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4%of anything over$100,000 but less than $200,000, and 3%of anything over$200,000. Half the fee must be paid upon application. 4. Separate permits for water meters, side sewer, irrigation meters and backflow device is required. ercrpt . _ iir ..r/,/,/,. , I PACRTTIEB Pt.A11119/0 AND DESION • • .. ._ . , • • _ AL_ 700 WAANOT11GA0 DEFRF1"L 64744492.604 We q /• r y PRO/POTTYP9 If SEC Sunset Blvd N.E.&N.E.12Qi Street RENTON,WA , .yl�` e ^ F---t •r--�l - N "o erAwremeir � zaN.D: a(cnlTu stsTIRIB.M a-� IF. $,. • - ii• o- o-;I o- s1oNt s 1(l=l CONSTRUCTION TYPO M-N.SPFORIL[Nm �� T llrcL[ l.'/ 0 ••+��111 BIInn11D ARUI 13,533 sJ '�D II�. ..c• h- 1 r re= - am... O SF! ili A LOT SRC e5,e57 SP. (1.5119 ACRE) • -fl g".'. iJ MPERYOUS SURFACE(PARKMO; /1.9811 SI.''•' -0 /W BuilDINO is times 1 TOTAL wPEPOOUS: SS.026 if. 9 iii //".. 1 ,7 -• • •�� ��,�� •_ I / ...... A i LIT Pas LUX LOT c CONDUCE! 9511 / ® �_ -♦L -� •'!A►s.W.boa p� -.` 1 .,.. ..a _ PRTSDCD LOT CWE1AOCt 201L �/ I R r.' • '2.•' • • .. r {•p�� ' 4A.'�.'+.� ...,. i`w.•9'. II - O i:. 6 I 10'PFRwETER�IINDSCME BlRft71 IICORRREO!PROVIDED .'lf\f / t. •��` YITERIOR LANDSCAPE REQUIRED: 5S-2.094.4 S.F. 'A / \ A; I / .. I . • LANDSCAPE PROVWm1 2.1Si77 u. / / . .4, , R "..Y� TQTAL lANDSCM0 7.9J1 S.I. / ^^'�' •.:• ,� aniiPARKNG REUARTIlFNTR• 277' aa PARKING RLOUIRCfY. MIN 1e1000-SS STALLS -�.:ti.�•F,;? rlF t VIP 4 .•��'y./ /, / ,r-„PROADIDI 12 STALLS CO.TACT(9.Sx110 I// j • •• f1s�'s����;I I III I II-, t ° ,�S �I'illl�(�A ' PROPOSED. •2T / N*y � (i � _ H jci � R�L., r�.. ^ iI I i i� . (LIP WI RRPA/'KR• '. `7 ` ' ��® R ,y ' d Y li • WEST(FRONT): N•'0' / a •I.A \ 2 '�idi Balls ''.71 4t ; f'.?✓ *•1 ''... • '•1 / NORM(SLOE}. 79'-0' b •` ...P .\ , , •`.1 q� / . :,..i.,4,-../ NL7 / /RASE(RFAA} sT-0• / 1.."' , C?;"i,•r� r ;,�'A �y VAsGITIH(SDE} '•H•"0' ..�.; f s• ! . i•' [' i''-, 4. ��/ �U •/ r• �` `, ArLw1^ '•1 �yyy `\ '- 1 ?�R;'` '�Naf ;79i`'':‘.A,' y1NLEGAL.DE.PEPtAN, ,, +� • .P9'1 TA yy31 k y •1.• «, nr BLOCK 12.PCPUT d BLOCKS 12,13.14.JB.J7 ANO J4 CORRECTED/RAT OF PENTON RICHLANDS NO.2.ACCORDING TO THE PUT THERCOFRECORDED ss R W ! -'r l Y•' A!„ / / 1..: M wLUNE 39 d PUTS,PAGES 52 MO S;RECORDS d Kw0 COVHIY, I M• '°. IA T. .. `��Y� TJT; � .N r. r / WASwNOTOM: i•t :: N'•.N� I. I .+i Jfk .A / • • EXCEPT THAT PC/OW THEREOF DESSARED AS FOLLOWST ` 1 ..;t'i' '' .' �'!• •y .7„. ..1., {;(W5 i �� .� CONNEHCm0 AT THE MOST WESTERLY CORNER OR SAID!LOCK 121 THENCE 1I �Ay c.5. AL y{1px)' f ;n i . NORTH 35'A2'00•EAST,ALONG THE MORT,YACDTERLY UNE OF SWOOLOCK. ,. . ` ...'! '' 01,'j R // / `.250.00 FEET: 1 t .r Fr�'Y" ` e dF•' fr. tPr / / THENCE SOUTH Sf1Bb0'EAST 112.00 rat TO 19C TRUE PORN(Of w• q•,,f.• A _ BEGINNING: 1 / NP f.L ! K ,."T ✓i .`�.Y THENCE NOR JO20'10'CAST 12BAS TER; r R TAX A Y' 1 MMRFn• THENCE NORTH 35'42'00'EAST 70.00 FEET TO THE SOUTH 9YROR1 OF 1t .V }I Y ^ .4 1 rL I I. ^y 722790-0015 NORTHEAST 12TH STREET; , j>yt Tu �Y}�T•1.1"' .;�p:1,i * 1715,,JJ♦ 4 I / 722790-0018 A+ 'i. (4." tC.'- j��i a A 722790-0019 THENCE SOUTH BER Of•EAST ALONE; MMRORI.]1.37►E2T TO TIC r 722790-0020 THENCE CORNER d SYD BLOCK 12i r • �N 7-1l-- 1 ( 1 7HEKE SOUTH O0OS'15'UST,ALONG TIC FAST WC d YID BLOCK, `� � A • -�( . •-� ..- {dea 72279D-0021 129.37 FEET TO A POINT WHICH BEARS NORTH 7lJL'19'EAST MU THE 1 _ -I i----rl� ( • I TRUE POINT OF BEOINNNO; • REVI5K>HS THENCE SOUTH 74'38'49•WEST 112.99 FEET TO THE"WIC PORK OF .a. C =S I•~,I -1 CFRTFK:ATION AND SEAL BEGNNING; 0 1-r�; . :0,149~, 9 I IeteRm,InwwtR. MA EXCEPT TOT PORTK7N T1E11DF DE'SCRIBFD AS 1IXL0A'SI 0 1��'�' }'`f ('. 57....r: .. •' .� r rn�w q BECINM•10 Al INC MOST WESTERLY CORNER OF SAID ROCK 12: l_ . �. - / ., I wwwAnR� TIrONCE NORTHEASTERLY.ALONNO THE NORTuESTERLY U?IE d SAID 1ROCJL �t .• -�.L,;�.::�.'�• •'•T II 4 ......N.P,.flr 150.00 FEET; • :l': mraa THENCE SOUTHEASTERLY.Al RIGHT MOLES TO SAD NORTM.6TERLY UNC,A n `HIS.= 4 •gymee Awe or TM CISTANCE d 100.00 FER; 11`�� • �\ _ U I O�M�.y THENCE SOUTHWESTERLY.PA84U TO SAD IIORRwQTCIR.Y(INC.TO THE pi n w,..0 A. a SOUTHWESTERLY UNC OF SND BLOCK 12;THENCE NORTHWESTERLY.ALONG .._.... SAID SOUTHWESTERLY LRI[ TO THE POINT d 1ua.wNa i\ _ �• '� Ntilft ANO EXCEPT TtuT roRT1001 tHCRCOF DEstwam AS IOILORST ;`.,,A...,rm K.r a... i WALGREENS STORE COM.IE ciN0 AT 11NC•MOST WESTERLY CORNER OF SVO BLOCK t2;111OKE T I =RANA 9M 9 NS 12r 9v..L Prr.LtN SOUTH JSJT2r EAST ALONG THE SOUTHWESTERLY UHE d SAD ROCK. F��?.................... 1O3.05 FEET; F•� +Mt THENCE CONTMAIA FLONO SAD SOlR1/WESTLTRY(INC ON A CURVE TO TALC I Q RRIUR9 PROJECT DATA T OHT,HAVINGTRUE RADIUS Of BEGINNING;♦ FEET,AH ARC DISTANCE d J21 FELT TO THE TRUE POMT.0. AST18 .A.,,.We.ewwww•I.r ~� . ... THENCE NORM]S12'D0•CAST 1B7.7S POINT OI.RRH WTI THENCE SOUTH SY19'00•EAST TO A PqR ON M samc,LR1EILY LINE OFSW.DLOCC 'mom sp THENCE SOVMIIETTOLLY.ALOIIO SVD SOUDC0STLAY LNE,TO THC MOST MTB WRAC .7 i� SOUTHERLY CORNER OfSAIO BLOCK(( R6.A.WTo THENCE NORTNA'ESTOR .ALONG THE SOIRHR[STCRLY VC OF SVO BLOCK. 0.11104T011 ITR.r_ nl a.alga 10 THE 1TRUC POINT OF BECNNNINO. LT A..N4.Aw.A awn..-3.31A2 ice. 1 :11 k / E.:IF5Alt:-.22 Ti o�$ ii • m ( 1� TftJTTITI zUC l w2I , ■ff11fIiItII ■OOO ■OOtM}"i'Ii'Tfl $i . 1 a��iE I�l $ g P .11111 i 4 ,. g I : :I: : iiiii : iiii .r;,= l v 11 I tI _ . 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W •..xrR 11., Mrf/MI WM.f. V/.wMM.EMS 10 NM.M.MOO EAST ELEVATION - LYNNwOOD AVENUE N.E. 0.1. M. PRDMA MAxw.:bow a'.o...s.non.. 0 yOil Ow b Uns Dour+(rwsn[mm1 EA0121 1Mit r.urTX1 Cab AO.1M.I-scwc.m IN Fait•11 'al w-a[u..4Cir1 ET � � II ii II y,Pi1'III , I I V1 OI!W 111 19'U., 161 p.-I!!,)T1 II III twat,•.LILII anima■. •! ,1i, n. • I .� „3,.,�" �>,•'1,. h�. `!�' .` - HY' -•hM ,'t•J�',�.�a ,�• �yy !Mf'"si'W,;'0.11 . 1 NON ARu w/wewr -- II�!j;jr;.;q{,•,,. I"T.{f;,V'•!i;C; t'Milli!o!!ii:°i,ilit!h:i(i.i!" !';Ij,;!!Ih::;.i;!;!!t!j i ,!�) III .._._ .. LI ;f,•...•`:••.:.,.I': :i« L 1 L ; I S Iw Nlu III VNM 41 • : --- 7 � �L K z`1 I - -- - - � 1 �` ♦ •e I,••t w1.n11.,•.,.n a. ene>.. .__._..._.___..._____ - }" _-=ems -.1p _ -=---=3,r �=*Mkt`- `f 3 F e u_}fi _3�{•� :i '"'�rvw'.d.'iU'h�in_' ' j t'. __I AST El.IVATIGN E - -Eti$r-2 -3 mE.% _= &=.r ===r__I _ •��$;,a. -,._.I)% __ .. _ �_ �__ _-_ ,ate_ _ _ _ __..aa _ --_ .}12- '�._Z7L T�_� �__Z�Z r �_Y_S_3 0. _'ice=_i III'ISI�Jl�i'--� `�rM1TN Eli-V*10N .r O CORNICE' DETAIL _jir'1 iFi gia.11i-savl SS pie-1� I'A was EU..7.1 T U 6 I�x .Y-e b..ar. REVISIONS °SOUTH ELEVATION - NE 11TH PL. waEST�E�LEVATIGN Raman CERTIFICATION AND SEAL III -V9t T MC�l• 5 _ E S A ,#M0 flCFC C l 1.' T..NMrr1VN rill!___ L 1. W k0.rra. _IIPI' 1..!.IM•1 V1r.54M...__.1/I)al� .MT.AM 1T-1E. .-ion. .". M p.. ro./.":1r"toN1110".". ... :cn•.rx � M.:VImMa R..,r u.al...e uw.a t.r • �r.arrt.owriw.Mi o . .. - ..1. •;ItE Sb:1/ARIA MAL Ay,4•.; �,,' '�+•.• •,X h,lyl'•! , :'!>•:'� Y:tXr•ti v4{,ti{7;. ,- . .Mw.I' I.m.e'.Iw..I .1.1..r.M •�,.�� :Y 7 t .tit} •„Y 4,,,f.'':;44*1,•{,,1:> :1111•41 Eltil'f,k;?,i*i:i :tl!t':tr' .Mr.. a. ", ti;!,.,'.,:.'1. .,?, Ili, 1.4:, qq 4'•t:::'liil' I i I- 'i!i i!:'..I��..,I. ,;,. Bc.l!:pp7,: ;(lta;.;. t. f;: ;:•,1!, , ,II .M•.R ..m. ..••J; i!! .•-..;..;.,:,1rr ITT i•'r''i''I,I;IIiI I•\,\;t�ti,t 1,1 \,L,L;111 WALGREENSSTORE �t^ •,•[•.I, 1•.1'Lr. ,,!..1.. ,.. ill a,l t t ,.,.„0•t, ...,. .} L woe Twm mub,, I...M•a...MI• SEc a.w BNa a NE llm abwoL RmMw wA ��.I_,. rr ' itl l 1 (111 III _II1.1111 Il1I IIII I ?,4f;4't•.u,7'{.[ {,;,. , . a".,. I, t,;;!:.�!t},I; } _I Ly:r - - 4:• {;,two a1,,1! 11t 1 i••di1,!4 t, ,,i,..0'* „';, I` ` I - -- _--- } i '`ty'`AA '{ • �'pl'r.,v, 1 (1e) C�J MI Cope wAeAMr _ b1,1...mu ti ;i ,-.-Y v'+P_h,,, ,r IMTERaR ELEVATIOMa,DETAILS a.IGM DATA .9;1:� •:!� ;; : hti,.•',.O. I?!t j:..; {:k,jtp;:+''•::,•I•}::t:•I{''•'" nu. uro Km: .r..LL KT2i. DRAw..NO. .:[.� �5:,,vx.{�..ee, i:r�r`x•1• r{ .r. „t �rl zi�L1 1S J:l�'Irii,'4��t'If�f.i ili tll' '.T�t yiri1li _-._..__ --i i. .T_L , 1,1"-". ...ii r '•I _.L .,>1. sls'...Lt. ..I..x_.. .ri'c!'r.l 1 I,r r.l . Iti DNA.w: MO PLOT: 7�___ 1; _ DATIL Mpg P% °WCST ELEVATION - SUNSET BLVD. N.E. R1L2/3E0 TO CO.IIRun.M A.Yltw.o.r: _ - • . D5. • 4 723N ME W IL "7"---7—:-------'- . . 9:3 ' l -ct i -- . il 0 L --C --" • • -g • ' • /CS •• MIN i • 1 1 : ...t "TR/ ... --RI-10 (Jr .C . -17v1 elai ki-i Jib- L I .--4 . - i, fikip ! • ,p-NE .1:Y - -2 67 S • . *t)•• *411 Iva rmistir 1 gii . •tit 0-.... - .r ..ct"). txp-7 - erns . • _ -,$- . in MI • 7 ___. 1.. / .c., „s„. . / e. .. 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P e ;--. ikr*Ir • PIN Fti 4 . / / • rcj-4 7. ._A /171.°0114 k 021Ati . . i LNI;4;.- 1 k 1 ilre . . prp.; ; a4,. , ',OA cii- ,.1.- • t 610-1- I. :L i I Vak- .v.44 ---,q-- izi40. _7. 1.6 w%1 • ; ..1.. .• ! ix4, ::„ 1 11•14_13!.11 i ! ! • ! , 1 • i k, Itimira 444_ _c5. .. .. --!__ . ••;774 1 1 ‘ . a __ maiim i r 8 i •• 13-410 ..‘1 . • • - i • 1. 9;1 __ i ", 1111 1 1 • • 0 - RM- ._,-f- 4ILp • • r - ill :::: - 4-, 4,-s`o /). 0 .R-Ek r ,)--..,/71-..-- •- . ---1 -!--7-fftl- . 5?>,/ : • R-8 Flbrifa. j : - mg -p.4...-, r-- • _ • jJ , • A :i i i .: 1 I )N--5-4 . 4381:: NE 4th St.-R-8 .......,-J I .-- ----- I r. -e-b) ! I 1 .ir, 1 I . ---b-m-T - i -.-- / ; ; IL.,to ; • ICA • i , • F5 - 16 T23N R5E W V2 . ip tar• T. E5 i ZONING 114000 . . ,. P/B/PW'TECHNICAL EELVICES • 0 9 T23N R5E .W 1/2 City of Ri i Department of Planning/Building/Public s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: CONSTRUCTION SVCS COMMENTS DUE: APRIL 24, 2002 APPLICATION NO: LUA-02-038, SA-A, ECF,V-B DATE CIRCULATED: APRIL 10,2002 APPLICANT: Allen Kann, Baldridge Development, Inc. PROJECT MANAGER: Lesley Nishihira ctrr Or RENTON PROJECT TITLE: Walgreen's on Sunset WORK ORDER NO: 78968 RECEIVE D LOCATION: 3011 NE Sunset Blvd. APR 1 Q SITE AREA: 1.52 acres I BUILDING AREA(gross): 13,555 Sq.Ft. SUiLullva 1001 SUMMARY OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan ReMbffit6lON the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking salls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 2 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS 11 cg We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. L-( • Signature of Director or Authorized Representative Date Routing Rev.10/93 City of R n Department of Planning/Building/Public __ ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PARKS/COMMUNITY SVCS COMMENTS DUE: APRIL 24, 2002 i 0 N 7� APPLICATION NO: LUA-02-038, SA-A, ECF, V-B DATE CIRCULATED: APRIL 10, 2002 w e :-O r APPLICANT: Allen Kann, Baldridge Development, Inc. PROJECT MANAGER: Lesley Nishihira > .--1 r7 PROJECT TITLE: Walgreen's on Sunset WORK ORDER NO: 78968 L r--t °1; LOCATION: 3011 NE Sunset Blvd. W cc Q U SITE AREA: 1.52 acres I BUILDING AREA(gross): 13,555 Sq.Ft. C SUMMARY OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking salls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 2 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More 1 Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 99 /(ti/� d2 ?/-c-,, /cpl--i/7 ` az �/va/ � J °cc fz.v- ct=ez.,e e''''4a114„ritv aice awn � �n aid ICJ7-e� �me2- 2 B� hr 64 / � h� caae cAzz �.�o 4 ICY-RELATED COMMENT vGep �5•00, 6Q, G7G/ i',2 --/-4'6-644471-'1-,(eV C. CODE-RELATED COMMENTS 774 /eta We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to/properlyyaassess this proposal. /) Signaturelector or Aut orized Representative Date Routing Rev.10/93 CITY OF RENTON MEMORANDUM DATE: April 18, 2002 TO: Lesley Nishihara FRO VI: Jan Illian X7216 SUBJECT: WALGREENS DRUGSTORE LUA 02-038 3011 — NE Sunset Blvd I have reviewed the application for the Walgreens Drugstore located at 3011 — NE Sunset Blvd and liave the following comments: EXISTING CONDITIONS WATER There is an existing 10-inch water main in Sunset Blvd, a 12-inch water main adjacent to the property in NE 12`h and a 4-inch water main in Lynwood. Derated fire flow available in the area is 2,500 gpm. The proposed project is located in the 350- water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. SEWER There is an existing 8-inch sewer main in Sunset Blvd and Lynnwood Ave. There is also an 8-inch sewer main running through the site to south STORM There is a 12-inch storm system in NE Sunset Blvd. STREETS There is curb, gutter, sidewalk and streetlights fronting the property on all sides. CODE REQUIREMENTS WATER 1. A Water System Development Charge of $10,141.98 is payable at time of issuance of utility construction permit. The rate is $ 0.154 x per square foot of gross site area (65,857 sq. ft.). A redevelopment credit will apply for all existing water service connections. The fees shall be calculated and will be due at time of 2. Preliminary fire flow required is 1,500 gpm. Two hydrants are required to serve this site. One hydrant is shall be within 150 feet and one additional within 300 feet. 3. Existing hydrants to be counted as fire protection shall be retrofitted with Storz "quick disconnect" fittings if not already installed. 4. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly. Civil plans shall note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". DDCVA installations outside the building shall be in accordance with the City of Renton standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical or sprinkler room. 5. A separate fire department connection to the water main is required for the fire sprinkler system. Please show pipe size and location of connection and connection detail. 6. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4- 060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. SANITARY SEWER 1. A Sewer System Development Charge of$6,980.84 is payable at time of issuance of utility construction permit. The rate is $ 0.106 x per square foot of gross site area (65,857 sq ft). A redevelopment credit will apply for existing water service connections. 2. Side sewer for commercial shall be 6-inch. SUF''FACE WATER 1. A Surface Water System Development Charge of $0.183 per square foot of new impervious surface area at the site will apply. Applicant must provide information on existing and new impervious surface area. 2. An Erosion Control Plan is required. It has not been provided. 3. A drainage narrative has been submitted and reviewed. Applicant has provided calculations indicating the new developed site will be exempt from detention. Applicant has shown an oil water separator will be installed in the parking area prior to discharging into the City system. TRANSPORTATION 1. No additional traffic mitigation fees are owed. 2. A traffic study has been submitted for review. The study is satisfactory, however the location of new driveway in Sunset Blvd appears to be too close to the intersection for safe ingress and egress. Applicant should consider relocating or maintaining the shared driveway located in Sunset Blvd. • 3. The study also made three recommendations for potential improvements to the intersection of NE 12`h Street and Sunset Blvd. They are under review. PLAN REVIEW— GENERAL 1. All civil plans shall conform to the Renton Drafting Standards, which are attached for reference. When approval is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. Tne fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 2. separate permits for water meters, side sewer, irrigation meters and backflow device is required. RECOMMENDED CONDITIONS 1. lone cc: Kayren Kittrick CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 25, 2002 TO: Jan Illian,Plan Review FROM: Bob Mahn, ransportation Systems SUBJECT: Proposed Walgreen's Drug Store N.E. 12th Street and Sunset Blvd.N.E. Karl Hamilton and I have reviewed the Traffic Impact Analysis (dated March 27, 2002) and the site plan for the proposed Walgreen's Drug Store and have the following comments: Traffic Impact Analysis(TIA) We concur with the Land Use categories,Trip Rates and Pass By Trip percentages used in the trip generation calculations. The trip generation calculations indicate that a decrease in Weekday, AM and PM peak hour traffic volume would occur with redevelopment of the existing site to a drug store use. If Development Services disagrees with this determination during their traffic mitigation fee review process, then the TIA will need to include LOS and queuing impact analysis of the Sunset Blvd./N.E. 12th and N.E. 121/Lynnwood Avenue N.E. intersections to reflect the increase in generated trips. Site Plan • Delete the proposed driveway on Sunset Blvd. and develop the adjacent existing driveway to remain into a shared driveway for the new drug store and existing Payday Loans. • Question the need for such wide (40-feet) driveways on Lynnwood Avenue N.E. and N.E. l lth Place. cc: Nick Afzali Karl Hamilton °j 00 i-s "3 I ►3n wct ( pproq I) ar-j prpo1 dAcInne1 fz chgrqe3,1- th be- 5ubm( - vkaY - ,r rev( e H:\TRANS\PLNG\\RLM\REVIEW\2002\WALGREEN'Sjj • IPERTY SERVICES FEE REVIEW #20 0?2, ❑ DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP O ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 OTHER APPLICANT: -# ,ts,Lt i (AL_L 1 1-4AI.I1-1) RECEIVED FROM (date) JOB ADDRESS: 301 I 1.11= �Ull�r BLVt'. WO# '7�q NATURE OF WORK: cnmint=l=sclis.L coi.Ia, t ycj: (i 3,5�� 5,F. GREEN# O SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED GMISWHIEINFORMATION: 0 LEGAL DESCRIPTION ❑ SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED 0 SQUARE FOOTAGE 0 VICINITY MAP ❑ NOT APPROVED FOR APPLICATION OF FEES ❑ FRONT FOOTAGE El OTHER O VESTED 0 NOT VESTED ❑ This fee review supersedes and cancels fee review# dated ❑ PARENT PID#(subject to change)_ SUBJECT PROPERTY PID# 7,ze'1C1 enp ,1 c1 ) 0 King Co.Tax Acct#(new) -©C>EC -QOPh It is the intent of this development fee analysis to put the developer/owner on notice,tat the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt)WATER -—- Latecomer Agreement (pvt)WASTEWATER _p- Latecomer Agreement (pvt)OTHER -p- Special Assessment District/WATER - - Special Assessment District/WASTEWATER /0- Joint Use Agreement(METRO) - Local Improvement District Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER #OF UNITS/ SDC FEE O Pd Prey. 0 Partially Pd (Ltd Exemption) 0 Never Pd SQ. FTG. Single family residential $1,105/unit x Mobile home dwelling unit$885/unit in park Apartment, Condo$665/unit not in CD or COR zones x Commercial/Industrial, $0.154/sq. ft. of property (not less than$1105.00)x 65)fa. 73r. -Ic, 141.g8 Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,soo GPM threshold) 5E -f,ia? SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) 0 Never Pd Single family residential dwelling unit$760/unit x Mobile home dwelling unit$610/unit x Apartment, Condo$455/unit not in CD or COR zones x LC7E Commercial/Industrial, $0.106/sq. ft. of property (not less than$760.00) x as,15573 rc,q80. e4 REDEVELOPMENT CREDIT: (New-Old Flow)/New Flow X Above Fees ;4(51-I01.)Lt> QU1t1JFy Fop%- -y.CFc�UI-t` SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 51� ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) 0 Never Pd Single family residential and mobile home dwelling unit $525/unit x All other piTperties$0.183/sq ft of new impervious area of property x I.IOj" 7:4ROvri ' iJ T. l c1,'E (not less thani$525.00) 15•VA4 o g ktEW Sq. • PRELIMINARY TOTAL $ th L a.) C CL0 a_3 41z3/c o Signature of tviewinOnthority ATE Sp tto *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. 1 **The square footage figures used are taken from the King County Assessor's map and are approximate only. EFFECTIVE January 4,2001 4 P. m 4 n • 4 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 24,2002 TO: Jan Illian FROM: Sonja J.Fesser SUBJECT: Walgreen's on Sunset Fee Review Some further explanation of the fees for the above referenced commercial development is as follows: It is likely that said development is eligible for redevelopment credit for both water and wastewater system development fees. There are four existing water meters of various sizes on site. If the existing domestic meter capacity is greater than the domestic capacity of the proposed development(as it appears on the utility drawing),then no further fees are owed,for either water or wastewater. However, if a new hydrant or meter for fire protection is needed,then the system development fee may be triggered for water(RCC 4-1-180.I.4.b.x). Note that we need additional information to calculate the new impervious area for the surfacewater system development fee. The applicant provided the total proposed impervious, but we also need the area of the existing impervious surface to determine"new" impervious. \H:\FILE.SYS\LND\20\WALOREN1.doc I CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 18,2002 TO: Lesley Nishihira FROM: Sonja J.Fesser j)% SUBJECT: Walgreen's on Sunset,LUA-02-038 Legal Description Review I have reviewed the legal description contained within the above referenced site plan review submittal and find that said legal description is not correct as shown on the"Site Plan&Project Data"drawing. Said legal description erroneously excepts the Cho and Lee Investment,Inc. parcel(Tax Lot No. 722790-0018), NOTE: The other legal descriptions I reviewed were not attached to the two Land Use Permit Master Applications,but were contained within the Commitment for Title Insurance documents. These legals were correct as shown. -I:\FILE.SYS\L D\2o\WAL.GREEN.doc • I SCoNzo TRANSMITTAL Date: 04-12-02 To: City Of Renton - Renton City Hall -6th Floor 1055 South Grady Way u-o l l S T-O m Renton, WA 98055 ARCHITECTS, P.S.C. DEVELOPMENTPLANN'. Attention: Lesley Nishihira CITY OF RENTON 919 124th Ave. N.E. Suite 101 Project Number: Permit# LUA02-038 APR 1 6 2002 Bellevue, WA 98005 Tel: (425) 455-3203 Fax: (425) 455-9351 Project Name: Walgreens 7355 - Renton RECEIVED We are Sending: ® Attached ❑ Via Courier ❑ Via UPS/Express Mail Service ❑ Under Separate Cover ❑ Picked up at SHA Office ❑ Faxed to: Copies Description 2 Sheet A5.1 - reader board, pylon sign details We are Sending the Following: ❑ RFI (Request for Information) ❑ PR(Proposal Request) D ASI (Architect's Supplemental Instructions) ® Drawings/Specifications ❑ CO(Certificate of Payment) ❑ CCD(Construction Change Directive) O Correspondence/Reports 0 Revisions ❑ Other Comments: Leslye, As per your request, attached is the full size copy of the pylon sign details. Let me know if you require anything else. Thanks. Transmittal Sent: ® For Your Information ❑ For Approval ® As Requested 0 For Review and Comment ❑ Other By: Heidi Davidson cc: r City of Renton Department of Planning/Building/Public Wo,r.s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: FIRE PREVENTION COMMENTS DUE: APRIL 24, 2002 APPLICATION NO: LUA-02-038, SA-A, ECF,V-B DATE CIRCULATED: APRIL 10,2002 APPLICANT: Allen Kann, Baldridge Development, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Walgreen's on Sunset WORK ORDER NO: 78968 APR 1 1 LOCATION: 3011 NE Sunset Blvd. , _ SITE AREA: 1.52 acres I BUILDING AREA(gross): 13, 5 Sq.Ft. SUMMARY OF PROPOSAL: The applicant has requested Environmental (SEPA) and Admi ' ive Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking salls, as well as the installation of required landscape and utility improvements. In addition to administrative review, theh proposal requires approval of 2 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare - , Plants Recreation Land/Shoreline Use Utilities Animals Transportation - Environmental Health Public Services - Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet ,� I �D jeYr 4ac/ 4 L 17 B. POLICY-RELATED COMMENTS n C. CODE-RELATED COMMENTS C4-st-e- Ee e Lv frptme 4 /.' We have rev wed this applic-ton with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional info ;Ion is needed to properly assess this proposal. f(.zilM.49 4 . , / 0/9 'L - Si atur of Director or Authorized -epresentative Date Routi g Rev.10/93 f • TY 1 O • ® CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: April 11, 2002 TO: Lesley Nishihira, Senior Planner FROM: Jim Gray, Assistant Fire Marshal\ ' SUBJECT: Walgreen's on Sunset, 3011 NE §Anset Blvd. MITIGATION ITEMS; 1. A fire mitigation fee of$7,048.60 is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of the demolished commercial buildings. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1500 GPM, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of sprinkler and fire alarm systems. 3. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. I i CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: LOAv!�r e s ON APPLICATION NO: L!-t 4 - D Z 03 I L( , The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER (Attach additional sheets, if necessary) (Continued) DAME ADDRESS ASSESSOR'S PARCEL NUMBER �•i/J Applicant Certification T/I, E/Di /J l VIO 9/tJ , hereby certify that the above list(s) of adjac�etTt�?it�p�t _ rah+ W 1 (Print Name) �•••••• •... •• (�111 owners and their addresses were obtained from: gS10N '••. 'If p Title Company Records ; 0 NOTARY 3•: •! 0 King County Assessors Records ; •" r Signed �v`G Date 3",2 7 -0� ' •1 ..-9-0 NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at `--,:z7N-n L on the -2--7 day of n"13 2"-'" , 20�� Signe 1 !� (Not ublic) ****For City of Renton Use**** MART YN KAMCHEFF CERTIFICATION OF MAILIN NOTARY PUBLIC I, �1. q,cAl i, hereby certify that notices of the propos• o (City Employee) + JUNE 29, 2003 each listed property owner on 1,0 0 .- Signed 4$4/2 , Date: Ll(0 /oz_ NOTARY A •T: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing •�vf-C7', on thec9G Y/- day of (Celt('.12 20 SigneS— listprop.doc MARIL N KAMCHEFF REV 031Q0 MY APPOINTMENT EXPIRES: 6-29-03 2 009LS Jasei Vh slacle, ssaippy mAt13Av raj 042305 9080 042305 9095 042305 9096 Louie Family Llc Thrifty Payless Inc Daniel&Helen Ferrelli 3160 NE Sunset Blvd PO Box 8431 10115 214Th Ave NE Renton,WA 98056 Harrisburg,PA 17105 Redmond,WA 98053 042305 9155 042305 9169 042305 9182 Zi Corporation Brian Wood Corp Steven&Sandra Jaffe 4044 NE Sunset Blvd PO Box 503 4575 Somerset PI SE Renton,WA 98056 Renton,WA 98057 Bellevue,WA 98006 042305 9316 042305 9317 042540 0040 Hari&Kiran Vir R I C 21 Ltd Ireneo&Susan Lalanga 3232 NE 12Th St 645 E Missouri Ave#400 1722 Harrington Ave NE Renton,WA 98056 Phoenix,AZ 85012 Renton,WA 98056 092305 9170 285480 0030 285480 0035 Craig Schaff Khanh Nguyen&Hanh Vo Doug Ballard 1170 Monroe Ave NE 1082 Lynnwood Ave NE 2216 NE 27Th St Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 285480 0040 285480 0130 285480 0135 Margaret Hodge Curtis&Hedy West Curtis&Hedy West 1074 Lynnwood Ave NE 222 Queen Anne Ave N 222 Queen Anne Ave N Renton,WA 98056 Seattle,WA 98109 Seattle,WA 98109 285480 0140 285480 0145 285480 0260 Frederick R E&M E Brown Frederick Brown Philip&Cheryl Kocisko 807 179Th Ct NE 807 179Th Ct NE 1069 Lynnwood Ave NE Bellevue,WA 98008 Bellevue,WA 98008 Renton,WA 98056 285480 0265 285480 0270 382530 0010 W C Sharpsteen Roy&Donna White Mark&Pamela Beckley 1075 Lynnwood Ave NE 1081 Lynnwood Ave NE 1160 Monroe Ave NE#A1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0020 382530 0030 382530 0040 Antonio York Ina Bright Dona Grisius 1160 Monroe Ave NE#A2 1160 Monroe Ave NE 1160 Monroe Ave NE#A4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0050 382530 0060 382530 0070 Patrick&Rebecca Wright Joyce Brown Darlene Robinson 1160 Monroe Ave NE#5-A 1160 Monroe Ave NE 1160 Monroe Ave NE#B1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0080 382530 0090 382530 0100 Nami Tanaka Timothy&Charlene Dulhanty Linda Zee 1160 Monroe Ave NE#B2 1160 Monroe Ave NE 1160 Monroe Ave NE#B4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ems Jo4 alv1dwa2 as Wlspays paai woows ®O9i5 Jase1 Slant," ssaippy ®AJ3Ad 11 382530 0110 382530 0120 382530 0130 Gu Xiangchu Xu Dengyin Ye Yigan 1160 Monroe Ave NE#C 1 1160 Monroe Ave NE#C2 1160 Monroe Ave NE#D 1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0140 382530 0150 382530 0160 Li Shuangquan Liang Rui Zhu Jiangao 1160 Monroe Ave NE#D2 1160 Monroe Ave NE#D3 1160 Monroe Ave NE#D4 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 382530 0170 382530 0180 722780 0285 Cui Haiming Xu Weiyi Tosco Corporation 1160 Monroe Ave NE#D5 1160 Monroe Ave NE#D6 72 Cummings Point Rd Renton,WA 98056 Renton,WA 98056 Stamford,CT 06902 722780 1206 722780 1406 722790 0016 U S Bank Corporate Props Hilands Greater Tien-Cheng Lee&Hsiang-Lan Chen 2800 E Lake St PO Box 53290 17433 NE 38Th St Minneapolis,MN 55406 Bellevue,WA 98015 Redmond,WA 98052 722790 0017 722790 0094 722790 0095 Robert Hall Sanford Sandleman Pacific Nut Company Inc 10510 SE 27Th St 77 Tarrytown Rd 15732 Tustin Village Way Bellevue,WA 98004 White Plains,NY 10607 Tustin,CA 92780 773610 0015 780130 0010 780130 0020 Dennis Ossenkop William Jenkins Aaron Hart 3316 NE 12Th St 3233 NE 12Th St#101 3233 NE 12Th St#102 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0030 780130 0040 780130 0050 Chad Reddy Alan Anderson Tina Lea Fenkner 16277 SE 63Rd St 3233 NE 12Th St#104 3233 NE 12Th St#105 Bellevue,WA 98006 Renton,WA 98056 Renton,WA 98056 780130 0060 780130 0070 780130 0080 David&Roxanne Chesak Judith Gibson Ruby Gillespie 3233 NE 12Th St#106 3233 NE 12Th St#107 3233 NE 12Th St#108 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0090 780130 0100 780130 0110 Chad Reddy Jason&Linda Francis Chada Reddy 16277 SE 63Rd St 3233 NE 12Th St#110 3919 SW 313Th St Bellevue,WA 98006 Renton,WA 98056 Federal Way,WA 98023 780130 0120 780130 0130 780130 0140 B Sonia Nelson Marcus Palmer Galen Paderes 3233 NE 12Th St#112 3233 NE 12Th St#113 3233 NE 12Th St#114 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ®091S Joj aieidwa)asn wlslaag5 paaj wows 609IS ease"' sjanp-9 ssaippy GuamAy ifil 780130 0150 780130 0160 780130 0170 Brenda Lee Long Edgar&Linda Deubose Anatoly Petrov 3233 NE 12Th St#115 3233 NE 112Th St#201 3233 NE 12Th St#202 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0180 780130 0190 780130 0200 Gabrielle Eisenhardt David Deatrich Richard N J&Mahin Dashty Bolin 30826 8Th Ave SW 3331 NE 10Th Pl 512 130Th Ave NE Federal Way, WA 98023 Renton,WA 98056 Bellevue,WA 98005 780130 0210 780130 0220 780130 0230 William&Dorothy Fogleman Sr. Arnold Smith&Masud Popal Arnold Klimke 929 6Th P1 S 3233 NE 12Th St#207 PO Box 590 Kirkland,WA 98033 Renton,WA 98056 Boston,MA 02102 780130 0240 780130 0250 780130 0260 Donald&Mary Duncan Marcee Townsend Simon Ross 10119 128Th Ave SE 3233 NE 12Th St#210 3233 NE 12Th St#211 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0270 780130 0280 780130 0290 Wilma Mutchie Richard Mecham Harriet Rahm 3233 NE 12Th St#212 3233 NE 12Th St 3233 NE 12Th St#214 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0300 780130 0310 780130 0320 Jutin&Lavonne Yount Matthew John Poeske Nathaniel Collins 3233 NE 12Th St#215 3233 NE 12Th St#301 3233 NE 12Th St#302 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0330 780130 0340 780130 0350 Bradley&Diane Sprouse Adrian&Gabriela Nemere William Fitzhugh 3233 NE 12Th St#303 3233 NE 12Th St#304 3233 NE 12Th St#305 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0360 780130 0370 780130 0380 Sarah Singh Stephen Nelson Dennis&Dennis Weigel 3233 NE 12Th St#306 3233 NE 12Th St#307 A Vivian Renton,WA 98056 Renton,WA 98056 3233 NE 12Th St#308 Renton,WA 98056 780130 0390 780130 0400 780130 0410 Arturo Munoz Kelly Mortier Robert Wilber 3233 NE 12Th St#309 3233 NE 12Th St#310 3233 NE 12Th St#311 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 780130 0420 780130 0430 780130 0440 Nycholle Harris Susan Ponsler Shawn Lowry 3233 NE 12Th St#312 3233 NE 12Th St#313 PO Box 2205 Renton,WA 98056 Renton,WA 98056 Renton,WA 98056 ®09IS NIa2e1dtua as f ,,,,ls�aays paaj Looms ®49i5 Jasel sla-7 ssaippy ®A2JBAV 780130 0450 Godofredo Avelina Blanco 3733 221 St P1 SE Sammamish,WA 98075 ®09LS ale1dwa1 as f always paaj wows CERTIFICATION I, 5- l6""• Ca-o- JJ, hereby certify that 3 copies of the above document were posted by me in -S conspicuous places on or nearby the described property on Art I I (0) Z.470Z , . Signer 1J m tifri Kit*/ ATTEST: Subscribed and sworn before me,a Notary Public,in and for the ate o WashinttcJre,,'• . ' �.du!v ,on the c-S �+- day of Q. t.; c p L. CHEF T/ NOT� `y ' PUBLIC MARILYN KAMCHEFF STATE® ':'?!`iSHINGTON MY APPOINTMENT EXPIRES:6-29-03 COM iAISt�ii(iin NHEINPIRES 1 a'' •(c:29,GVW + + NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 10,2002 LAND USE NUMBER: LUA-02-038,ECF,SA-A,V-B APPLICATION NAME: Walgreens on Sunset PROJECT DESCRIPTION: The applicant has requested Environmental(SEPA)and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing 4 buildings on the property would be demolished as part of the project. Also Included Is the placement of 73 parking stalls, as well as the Installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 2 variances from the Board of Adjustment In order to place slgnage and perform parking/landscape Improvements within the adjacent right-of-way(Sunset Boulevard NE). PROJECT LOCATION: 3011 Sunset Boulevard NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 28,2002 NOTICE OF COMPLETE APPLICATION: April 10,2002 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review,Board of Adjustment Variance Other Permits which may be required: Building Permits,Construction Permits Requested Studies: Geotechnical Evaluation,Drainage Report,Traffic Study Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: A public hearing before the Board of Adjustment to consider the proposed variances has been scheduled for April 24,2002 In Renton Council Chambers. The hearing will begin at 7:30 p.m.on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The subject site is located within the Center Suburban(CS)Comprehensive Plan Land Use Map and Zoning Map designations. The proposal would be consistent with both land use designations, provided approval of the requested variances is granted. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the Citys SEPA Ordinance,Zoning Code,Airport Regulations,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOTICE OF APPLICATION Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on a rate of$0.52 per square foot of new building area. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on a rate f$75.00 per net new average daily trip generated by the project. 3. The applicant will be required to comply with the recommendations contained within the Geotechnical Report submitted with the land use application. Comments on the above application must be submitted in writing to Lesley Nishihira,Senior Planner,Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on April 24,2002. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION i'Z••4i c •CAL mow ,r., 1. ,.� , �^ ra 1�% a i .2 [ Tc l y W?'�"l�• .S�MI,Nrw.[M..ri...�w $.,, ZirF1,ow kg yr? � .tL low sr.:-- , ..A, .k.i..,r-p• IJ�iGY7 ,IA I.FAL El.: .4._, ,E0.6.-Plizt.; 1'1.'61 • .- . ./41PrZ1' 'cal . ¢, A.. s ..'�'i ncd•1 �'13TM Sr ..` 0.fla3 w de r i il zJ ✓. i .[W id S1:12 ' RVV a pin ., _Kid /Arc 6-L, 3 e;dibroar i41:1 -T ra I 11 _._._.,_N. _.,„..,2,,,.a:::sxs-r T?;5-„<T,.. ..,..:.„:.ra„,...:-.xrs drr,,/ 43 t gill 7 q,p�///�J = D f. : • IL/ K 1[ MIT LJ ��r I �.ta �' © Site..! ' al 2• ®" 1s i ' 9M � `4.r w r Lyle.: , H. + ,�at 0t. r� /� [ . . N.f. IITH [ illiti p? 4.�• M•_. aWM a, 1 �. ..,M.E. •"' IITH "r 3141 'F'-iiv az2V,420carae 4 NIRMrICET,TYi e:. i./. _' f1.> ' I3 li ot. ..i.c. LE MID fy `y�i ,�,� �, t, -,. .'G.i'r1�11 ',J�f`..� II Q / N[[M✓ - �'j If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So.Grady Way, Renton,WA 98055. File No./Name: LUA-02-038, ECF, SA-A,V-B/Walgreens on Sunset NAME: ADDRESS: TELEPHONE NO.: r✓?littlEdir tf{R4 NII RENTON BOARD OF ADJUSTMENT NOTICE OF PUBLIC HEARING A Public Hearing will be held by the Renton Board of Adjustment at its regular meeting in the Council Chambers, on the 7th floor of City Hall, 1055 So. Grady Way, Renton, WA, on April 24, 2002 at 7:30 PM to consider the following variance: WALGREENS ON SUNSET LUA-02-038,ECF,SA-A,V Construction of a 13,555 square foot drugstore. Rquires approval of two variances in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). Location: 3011 Sunset Blvd. No. Legal descriptions of the files noted above are on file in the Development Services Division, sixth floor, Renton City Hall. All interested persons to said petitions are invited to be present at the Public Hearing to express their opinions. Publication D tom.` April 12, 2002 Account No. 51067 _6.1' ' 'C' BOA PUBLICATION CITY OF RENTON BOARD OF ADJUSTMENT APRIL 24, 2002 AGENDA COMMENCING AT 7:30 PM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. APPROVAL OF MINUTES (Minutes of October 25, 2000) 5. PUBLIC HEARINGS SCHEDULED: (a) First United Methodist Church Height Variance (b) Walgreen's on Sunset Setback Variance 6. AUDIENCE COMMENT 7. OLD BUSINESS 8. NEW BUSINESS 9. ANNOUNCEMENTS 10. ADJOURNMENT BOARD OF ADJUSTMENT [ STAFF REPORT APRIL 24, 2002 A. BACKGROUND APPLICANT: Baldridge Development, Inc. PROJECT NAME Walgreen's on Sunset APPLICATION NO.: LUA-02-038, ECF, SA-A, V-B SUMMARY OF REQUEST: The applicant has requested variances for the development of the project in order to reduce the required landscape setback for a portion of the site's frontage on Sunset Boulevard and to construct an off-premise sign within the Sunset Boulevard right-of-way. LOCATION OF PROPOSAL: 3011 Sunset Boulevard NE . i Wt ]!I' - Y -- _ — r-= // ad�TiEt ire; t7l t7�W. le NE ; 2 I ict ir- ki'' .,Ili-M /`s . - _ [• Highlands Enterprises Inc.A �11 I rl r �•tA �-x1a .1� ` I�R I I'; 1 y� N�eJI j.-4t- —i-6, I .a w Fe: o •'7tt- F T'111 ' lLtl� "{pit«,: i 4. E .,7 13T►1 STii xco° �I.1 U1 U ♦ ua1•'-( .2\. . ?doff lt: me, ". 4,,ei O R[S[RYOIR n I. 11et %11Mil affCt.. .; 1 :, ., � A q.., 9 4,, .j s ,1110 net<911 cti li WC_ ,,-,0•--- . . . I a"` . < TRA T IIA' K er tlflJ ddc tNE NGTON : '"' I T a� t, -S0'1 Site w 3 °" EST+z - �'a�y„s, ` i/ <+. ^ 0 �O' 'A.4 trim .... < N.E. ICI T^H d , (I)' ty .fQ � . h3 .y .1 sari , e it I • t' • lee __, lI .011 ;i'. 711 :� `� [�� ,. �t el ?__— l.h�� , N.E. ''' imikB��1� IITHp� y + " isV - � i_A Pi !h ,+a,, 'ram 4 i� + '"e,`.' Fi { iv 2 �1 I N f N.E. to• . , O fr,s 5 '` {•/` e1 1 1I Ii�J ••- 2 Li r T •Y.I� I .-"NiZil*1 2 t �`� �j 10,51k1140% uu • °'�+ , '' �5,. I� o Fy14 I but (n d' a ,. ••, \ \i 6 51 41 M LI C A\/ Ellt s ^v �y i� U. \ .'` ' Zral il .I�lr,t,'t� BET NE E HO w=, Po. 1 's` ',tyI •Isr'qei II f b 71• tst71J]Is.e ab SN staffrpt t, _� 37 1pi, �` I�' •... ,1 .. ' --. BOARD OF ADJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA CES LUA-02-038, ECF,SA-A,V-B APRIL 24,2002 Page 2 of 4 B. BACKGROUND The applicant is proposing to construct a 13,555 square foot Walgreen's drugstore on the southeast corner of the Sunset Boulevard and NE 12th Street intersection. The site is bounded by Sunset Boulevard NE on the northwest, NE 12th Street on the north, Lynnwood Avenue NE on the east, and NE 11th Place on the south. The project would require the demolition of the existing four buildings on the property. The provision of 73 parking stalls, as well as the installation of landscape and utility improvements, are included with the proposal. With the project application, the applicant has requested variances in order to utilize portions of the right-of-way abutting the northwest boundary of the property (Sunset Boulevard NE) in lieu of required on-site improvements. Specifically, at the northwest corner of the site, the property line abruptly turns southeast for a distance of 24 feet then continues for a distance of 53 feet before extending back up (northwest) for 15 feet where it then continues on to the western most corner of the site. Although the majority of the northwest property line immediately abuts the existing sidewalk located within the right- of-way, the jog in the boundary as described creates a right-of-way area of approximately 1,051 square feet between the property line and the existing sidewalk that the applicant would like to utilize in order to create uniform parking and landscape widths for the development of the project. As required by the Center Suburban (CS) development standards, the project provides a 10-foot landscape width along all street frontages with the exception of the 53-foot wide area along the northwest property line as previously described. Within this area, the abutting parking stalls are proposed to extend 3 feet into the right-of-way, with an additional 2-foot overhang, in order to maintain a consistent row of parking stalls with standard stall dimensions and back out distances. As a result of the extension of the 4 stalls beyond the property line, the project would not provide the required on-site landscaping. Therefore, the applicant has requested the following variances in order to perform off- site landscape improvements in lieu of the required on-site improvements: 1) From section 4-2-120.A of the CS development standards in order to reduce the required 10- foot on-site street frontage landscape width to zero feet for a 53-foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. 2) From section 4-4-080.F.7.d.5 of the Parking Regulations in order to reduce the required 5-foot landscape width required along property lines for parking stalls abutting the public right-of-way for a 53-foot wide portion of the site's Sunset Boulevard street frontage near the northwest corner of the property. If the variances are granted, the project would perform landscape improvements to approximately 539 square feet of right-of-way area between the northwest property line and the existing sidewalk, as well as modify existing landscaping for approximately 6,223 of right-of-way area between the existing sidewalk and the paved portions of Sunset Boulevard. An existing driveway within this area would be removed and replaced with landscaping. In addition, the applicant is proposing to place an approximate 110 square foot, double-sided sign of 25 feet in height within this right-of-way area. In order to construct the sign as proposed, approval of the following variances would also be necessary: 3) From section 4-4-100.C.9 of the Sign Regulations in order to allow the construction of an off premise sign. 4) From section 4-4-100.C.10 of the Sign Regulations in order to allow for the placement of the sign within the public right-of-way(Sunset Boulevard NE). In addition to the requested variances,the proposal requires Environmental (SEPA) and Administrative Site Plan review, as well as right-of-way use permits from the Board of Public Works. The approval of the variances, if granted, would be contingent upon the approval of the proposed site plan and right-of- way use permits. staff rpt • BOARD OF ADJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA CES LUA-02-038, ECF,SA-A,V-B APRIL 24,2002 Page 3 of 4 C. VARIANCE CRITERIA City of Renton Development Regulations Section 4-9-250B5 — The Board of Adjustment shall have authority to grant a variance upon making a determination, in writing, that the conditions specified below have been found to exist: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends the subject site is unusual in that the improved portion of the Sunset Boulevard right-of-way is approximately 45 feet away from the site's property line. Not only does this create an awkward segue from the roadway to the property, it also presents difficulties with providing adequate identification for the development. The landscape requirement is intended to provide for a continuous, perimeter landscape strip on private property that fronts arterial streets. Approval of the requested landscape variances for the requested 53-foot wide portion of the site would allow the proposed development to create a uniform landscaped setback from the existing sidewalk. The proposal to improve the abutting right-of-way in a manner consistent with the required on-site landscaped setbacks, as well as place signage closer to the roadway, would accomplish the same result as other developments located within the CS zoning designation. In addition, the applicant has proposed the recording of a restrictive covenant that would allow the City to require the property owner to remove all off-site improvements located within the right-of- way in the event those portions of Sunset Boulevard are developed. The covenant would also require the property owner to modify the site such that all required landscape and parking improvements are provided on-site. 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: RMC section 4-11-030 prohibits structures or plantings within the sight triangle (defined as the "clear vision area"). The proposed location of the sign would not project into the required clear vision area. In addition, the applicant contends the placement of the sign within the right-of-way allows for earlier recognition of the store; thereby avoiding rapid deceleration at the driveway location and preventing vehicle accidents. Furthermore, the modification of the right-of-way in lieu of on-site improvements for the limited portion of property requested would not result in development that would be detrimental or injurious to surrounding properties. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: The existing development located on the property currently utilizes portions of the right-of-way for parking stalls, as do other properties in the vicinity which share similar frontages to the Sunset Boulevard roadway. The approval of the variance would not be considered a grant of special privilege inconsistent with limitations on other properties within the same zoning designation and vicinity, especially when considering the applicant's willingness to record a restrictive covenant on the property. The recording of a restrictive covenant would provide the City with the assurance that the desired improvements would be accomplished in the event the subject landscape and signage improvements are removed; thereby limiting inconsistencies with properties in the surrounding area. staff rpt BOARD OF ADJUSTMENT STAFF REPORT WALGREEN'S ON SUNSET VA ICES LUA-02-038, ECF,SA-A,V-B APRIL 24,2002 Page 4 of 4 4. That the approval as determined by the Board of Adjustment is a minimum variance that will accomplish the desired purpose: The requested variances are driven by the applicant's desire to meet the intent of the City's regulations, while balancing them with the limitations of the property. With the recording of a restrictive covenant that would require the installation of on-site landscape improvements and the removal of any signage in the event the State further develops Sunset Boulevard, the approval of the variance would be the minimum variance that would accomplish the desired purpose. D. RECOMMENDATION Staff recommends approval of the requested variances from sections 4-2-120.A, 4-4-080.F.7.d.5, 4-4-100.C.9, and 4-4-100.C.10 of the City of Renton Development Regulations subject to the following conditions: 1) The variances granted herein shall be applicable only to the subject site plan for the property. In the event the site plan is not approved, subsequent variance approvals shall be necessary for future proposals. 2) The applicant shall obtain a right-of-way use permit for the proposed improvements within the right-of-way abutting the project site. In the event the permit is not granted, the variances granted herein shall be null and void. 3) After review by the City Attorney and Property Services Division, the applicant shall record a restrictive covenant which shall allow the City to require the property owner to remove and/or relocate from the right-of-way any off-site signage, parking stalls, or landscape improvements such that the property would provide the minimum on-site landscape and parking requirements consistent with current code provisions at such time the right-of-way adjacent to the subject site is developed as right-of-way. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of building permits for the development of the site. Transmitted this 17th day of April, 2002 to the contact and owners: Cho and Lee Investment, Inc. (owner) 20325 NE 15th Place Sammamish,WA 98074 Greater Hilands Limited Partnership Associates (owner) c/o Morris Piha, General Partner 14100 SE 36th Street Bellevue, WA 98006 Allen Kann (applicant) Baldridge Development, Inc. 11906 Manchester Road, Suite 209 St. Louis, Missouri 63131 John Hallstrom (contact) Sconzo Hallstrom Architects 919 124th Avenue NE, Suite 101 Bellevue,WA 98005 staffrpt D5 . 4T23NR5EW1/2 is Q x i—io, cs CS °` I `E —R-10 c-) tCS' 41 10 _ NE o / • 1°1111414 NE 114441 PI OF cc ; fi = - v ji INE 11 trEt � -.= g� C' . (NE, 10tf M—I , ��' CS CO (xi Y. 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T l 6 T22N R5E.. i 5"T22N R5E, 322N'15E -. �� R5E .�. 2 T22N R5E 1 T2 KROLL Sr I Resource Conservation I CC Convenience Commercial (P) Publicly Osned CN Center Neighborhood• PAGE# R-1 I Residential 1 du/ac Renton City Limits R-5 I Residential 5 du/ac CS Center Suburban• """' Adjacent City Limits OECTRCWWAANGE R-8 I Residential 8 du/ac CD Center Downtown' 1 `°i (Grey Text) Prezonee ROW I Residential Manufactured Homes COR Center Office Residential I•:•:•:I Automall District A R-ID I Residential 10 du/ac (CA Commercial Arterial SS Automall District B COCommercial Office • For additional regulations in overlay districts R-I4I Residential 14 du/ac not shown on this map, please see RMC 4-3. RM-I I Residential Multi-Family Infill I IM Industrial - Heavy RM-NI Residential Multi-Family Neighborhood Center IM Industrial - Medium PAGE y. AM-C I Residential Multi-Family Suburban Center IL Industrial - Light INDEX r. RM-UI Residential Multi-Family Urban Center* I P-I Public Use W Y i /A i i N wciegaee.H.�t. a /J/ate r - FACILITIES PLANNING AND DESIGN [Gil 1__-`L/// , �� 200 WRMOT ROAD DEERFIEL8IL B47-B40.2OT Fi001546/6 N W ▪ sl / PROJECT TYPE SEC Sunset Blvd.N.E.&N.E.12th Street,RENTON,WA :y / """ a,,.AH9a'>PEI:EKaTIONSay %,.;%` El.4..osoS mKmarANr ZONING' CS(CENTER SUBURBAN) ii° p R�ootaATun m F---t F__-_ � nox WORK ua[taxoTrno,r�mxse.ar. �Ir ow4D�E� OCCUPANCY El(RETAIL) Q`� I AllT I �� �_ IBIAunonoa CORTRACTOR tCaln(EY CONamocrdl CONSTRUCTION TYPE: Tit-N,SPRINKLERED <IT=A 0 , STORE / I NE 12TH Ys 8.15514 R HET Q= {C 2 BBII DING AREA 13,555 SF o v10 cs.rmlREw al I.00et .O WI SIZE, 6`,.857 S.F. (1.5119 ACRES) �J ' ERS . . •❑ ci-i TEA RI INIOUS S11RI A'C (PARKING). 41,988 S,I •_ ,I r - _. _ , 1 orKERa ITT 1AL IMPERAI)5 58.026 5F- • ,/ . . // --- _ _ , ., BUILDING �Jllfia�• TAM Oi CT kAfl' 65; ,y,(y _x _-- —5bii.7.'�ill 7s'-' '--�-- rnT 1 / MbINECiZ R.S.C. I'IeOVll 11 11 IOI tUV11:A1J 207 g �( •^' — _ �) 1st( - I f(,. ..F'J "(P IL)'PIL41_ER LA't TA.LNI1, U/ ,I/ I rJVEc , j 4 111 • i I TBwaKettwT I(i PEPIMCIFR 1.AHll'.CAPC BUFF CP REQUIRED-- Al PROVIDED / 1 I - Vy 1 / E �.u" _ IN1119TOk LATIII'.r,Al'1 HI DUNE D' 5% -. 2.094 4 '.F �j / , t 7 9, TOO TA I A/IIE.CAPL 1'R(1Vb'1 H. 2,15577 5.f i ''// IOIN lANO:,GAP1 7,631 SF / / \ •--`, t7> ^(Arne 'x ... / • L-� / ?j y I ANTT RRINC kL4UJYT n111LL'I. / / ~� / '' w1MI r's'a�w r'n ..,. ,.. y x . / <_, I 1'AkKING RFOUIHFH MIN 4.1000 - 55 STNIS FF L 1 \ / �.V• . r _— MAX 5.1000 -68 SIAI15 \' 2y '4,g• v PUPPING PPOVIDLD 73'.TAU5 y ,i,/ / - •3.x �/G 7 •J S I wxi,xn ',TAHDARC SI/I ',I71 LS. 9'/20' / L'" ,„„,. <r'>3 ppppppp� i 1, I] ('S —' `_ MA)1,0MPA'I '.171''. 5(19• - 12 51ATIS py'// < /> I • _I IIMI'N:1 '.IA))';1 H,IV1111 N 12 ,IN IS I',1MI AI_I (8 u'Illi') / / "/ / \\� / 11WC,1 v,,,,, _ 1—L- -_ / li_1, ` 'y AI V•'.IAI I'.1.1'UVlill II 4'.1A1 I'.('I'/2t1) ' (IIII IIOILJ11Nt=111.11.1f1 / / �\/ _ I \ 0..1 - •�..I IIIUIIIIV�,�(II11 I NIOWABLE 5'7 / `4/ • G PROPOSED. 7 i ,/� ''• ��1IRr" // ,77/' ,77f'1 J� zIPIylD NGSE 7LlA�k`_ •� (/ 'q can iV:FSI EFROH!j- F,4'-0" `\ n �ll' • / 1 /•AIRIH(SIDE.) '9'-0 II / - ICI O.10) (REAR) ' (i A]'J G� _ /s.oula(s1DLT >4'_u. / '� `�� \ _ - - �__��i�Sl__T�7 ✓ �' / /�/ x / n• �i � // .P�lfid. 7 /lr�U1. / / }+ / `'r' . � • AM}WLb NOON 1 641 f9..4I J..SB ./ -'I •d _' // Ssa w.FT JJ////JJ f. 111U,.I, ' '111LAI OF BLOCKS 12, 13, 14, 36,37 AND 38.CORRECIEDPLAT f, '-17 _]L-a' .11Y ' /� / y III 5,r:I.'I ,,III+I41)S NO 1.ACCORDING.TO THE PLAT NIERFOT RECORDED , + I / _/' 10I Pi AI:;,PAL?52 AND 53,RI CORDS(lr KING COLIN-IT. I e T V _/ 1/IA`.111Nf.UN.' -- tF _ N /'/ / / EXCEPT THAT PORIR)N THEREOF DESCRIBED AS FOLLOWS ` 5 I 1 1 . . l- _/_ ia ^ '00 5�L•'_. I,UTAMCNCINT,Al IIII M(31 T 91,TIlk1,COINER I( :AID DIXTEK 12, THENCE 1 \ // 9- ----- /----/ NT TANI 3514:'I0i 1,1.AI ONG 111E II(IRIIIWC`.11 IN I IINF OF 'AI/11101.K, 1 _ ..TINT III I. 1t � 1 \ / t-/, // / 1111 i1'I '.UlrllI'.1'111'1ai IA'�) 1.1:III) ((I TIT H11 MIA I'(XN1111 , -. •/y'�,/�/P / UI'.1LINING: I '/� / /✓�/�� / /-' THENCE NORTH 30'20'10-EAST 128.45 FEET, I ` ' / ✓ �J �W' S oZ �• A- ✓ �J `0 Is __ I TAx AL T:.1TUJOYMBLt'S: IIII HCt NORTH SY41'OU"EAST 7U.00 Fill TO THE SOUTH MARGIN OF ��. Y >J1 G fJ,ilr... I YI.' '1 72/')o 001, NORTHEAST 12IH:TREE!, �> oe .. i,,_' <-r0'A 721'•ID 1X118 THENCE SOUTH 88'56'55'EAST ALONG SAID MARGIN, 31.57 FEET 10 THE ", �/ J/- _Li,/ /2'2;90 Lh119 NORTHEAST CORNER OF SAID BLOCK 12: t 1 /_ 1 .1..w.. i I 722/90-0020 THENCE SOUTH OU'08'15"EAST,ALONG THE EAST LINE OF SAID BLOCK. _Y / 1,4e '-""`S jG�I I22790-rH121 129 37 FEET TO A POINT WHICH BEARS NORTH 74'38'49'EAST FROM THE •1 3.— ._� ,, 'y.I 1 ...-4_., TRUE POINT OF BEGINNING, -- - / 7 �- lI El suv I I �'.t,•,i•••u1 1 ./ L I I REVISIONS Till NET SOtall 74'3B'49•WEST 142.69 FFFI 10 THE TRUE POINT OF y aax I / BEGINNING, T </ \ / t__' .E ----*)-7�^I / �r vI __ I CERTIFICATION AND SEAL AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS, to • • a o R fI- /r//v 11. y� , / 1 �I I [Emir... wT014 BEGINNING Al iHF.MOST WESTERLY CORNER OF SAID BI OCK 12. \1'' a e /e =' `—— - _ THENCE FEET. NORTHEASTERLY,ALONG THE NORTHWESTERLY ONE OF SAID BL0(:K, \ J 191� I 4 a:::"-1.7...P oRE�meT,AK 150.00 GSOU • - Aer il�icwEER THENCE SOUTHEASTERLY,AT RIGHT ANGLES TO SAID NORTHWESTERLY LINE,A J�j�' `. � �j ��\ • ' I ytAlyor iH[DISTANCE OU 100.0E FEET, tj 35 . wAwlooR THENCE SOUTHWESTERLY,PARALLEL TO SAID NORTHWESTERLY LINE,TO THE �.vo WTNBD By w HAIR A. SOUTHWESTERLY IINF OF SAID BLOCK 12;THENCE NORTHWESTERLY,ALONG /S�''3` G SAID SOUTHWESTERLY LINE, TO THE POINT OF BEGINNING, `\ 1. 2-7, NE 11TH pL araBalaB L AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS. I . ,Ds..bets To et... y1�V,,�aD T^'" - WALGREENS STORE 1(TMMI N(:IN(:Al 1111 M1I'.I WI'.11 HI v t OI:NI H OI 'vUH Ito 1)(:K II, 111T NCI 5�_' - I (� I SEC Softest Blvd B NE 12B1 Skeet Renton.WA 10A1111 3513/'2/"1A';1 ATOM. III SUIII IIWL'.11.III Y I IN1 Of SAIU 1(1163r, Fr�:'"/a tnlw o.l.ca......... 50..all, r 7 4P ----- — -� DOA*TIRE IFRNCE CONTINUING ALONG SAID OUTHWESTER,Y LINE ON A CURVE 70 IIII -- --- n SITE PIAN£PROJECT DATA RIGHT,HAVING A RADIUS OF 48524 FEET,AN ARC DISTANCE OF 3.84 FEEI 1 I 4 1 THE TENT POINT OE DE GINNING, • .,OI,tR ux T1 6411.l,ltxrs Io etw.+.no AI II 1L3 11 CR00 PLOT: sc.,:'TOO OMWNO NO. 1111 NCE NORTH 55'4'2YIU"FAST 187./5 FFTT, MINCE `;011111 54'1H'L10•IASI 10 A I'HINT ON THE SOUTHEASTERLY TINE III DRAWN BY: 'All I III OCK, -- "-_- _- - -... VUD PLXIT: 111111I.) '.0O111WI'.IL HIT,Al OI)I, _AID',11111HEA.II HI I LINE, ICJ IIII M01,1 - - DATE: t=R1=� SP LOUD IERLY CORNER OF :AID III OCK, RELEASED TO HPNT'E NORD WII"LI HI I,ALONG THE SLIUIIIWESIERI Y LINE OF SNH HI((CK, OCRBTRUCIIDN REVBWEDBY' 5 IH , .rll I 111.:1511111 p1 OF. (NM of Ru1 Av15550V4 aubbi114 l:a o2 1 • — • Wet lC2Q�l(d.— • G_ Nco.,..c...wn..ry - - F/-- 41 -- O'»" •'•"�fO"'•`I'"� w°A FACILITIES PLANNING AND DESIGN 10 el NE 11TH SiREE7 \.! _. - -bJ ® w+w'x»r.rw.w.v»"'•... »�.m.w•. -. -_._ .__-___—__ _—... -_._- MO WILIEOT ROAD DEERNELD.IL e47-940.2500 R0015-4816 _ c� •TMeGL eouNoCALocw+cN NAME WE °n RIMA•ro \nt ___aooe°oo e p "I VIRUS oluvn.cslsvEcslu PROJECT TYPE • • . • �� 9°oQOYe00000 0 ooaoeee'pOo o°t00000t'oo naopeep°�o�° oo°O'000 I O uNo�•�. DP,.bat n.vu x•ul •• IWO ®`�iO�'COM"r•"` [I. • • • p p 0• 0O D • . rw*.wwy >•ul .uca51RUCON WORK wEssrarmmlFAwaE ar .h e 000,. v; epe 11 •.— y r•O1••y ul le cc .t ❑wucntE»S ONTRACTOR ACIO,R -- •\/} 0. I ae �. • O Av pp urlO.GNOa caxrN.cTOx fTOurIr CONsrMKtONI �d/ if O/ 0a Ark v STORE J. .3 yl , • Rw•or<w..cl»slope.•'/Glop.•Axon.. 5 gal •I coR.ww REL AT ❑:-- ,/' ' • n.,J..ccu..0 I. .pa•.Ic..ago-+u. 5 gal 5 Ce.u».L O BUIDNG - ' e o G c n,..wow••.O•o L.y..E0,,.L,....Lar. x ga, H. C......, l t 211 . o c»,,.ao.»I.�p�..,,�wod.W... 55 ......,� ♦1�LlSilO■ • 7 g.I MO RT-MS.PS.c. .J 00 ,r��'G^^''''���\ E F'rw 4,+ari•ww.nRp.w»i N.+F••Laval5 gal wuw aw ❑ SINfw D B a'o° / B 'w h• tit 1.' D F Nroeoe.,n.,,PA*.NON ax• �x p.aN». Ntw sNEu oN.r ❑ _T T° 4 EP I.N rwaata�o».m/ca Ia.ua AnCN xga 2 cauw D pO 00 SI..,.•..•a.I.NR.»w1•u/Nw s g.l xe C..u».• - -D aa• - 7em °O 1 J I•PI....JaP.^lo•n.•ty'/SPr.•N x gal D Cmura. • I . GNaaaOV5155 9 D ,__l "yP.w..uycw./w Jc.•••... •P.I. n..R s�c F ° I 1 „„„,_,a.,nav No. • oc (�/ `: (�) DRUG STORE 1 A CT] A .Pylo. ». .I,K.•r NA ,a ..: plan* al * e 13,555 SF. g< a i p4 I Z p VP ° It pe l+ pp t 1'1, E- oe0000,,filk v 1.°Q I 6,4N \�fri, IR°OTB4L�L0 G ` 1 °Oo'C` e FLAN TIffE STAKE °O,• _�� —PLASTIC TREE TIES E / --2••WOOD STAKE.STAKES SI.SOAD D 0 CrI . .0 �1- I ` DE LOCATED OUTSIDE DE ROOTDALL O 7 - -_- E) ,(0 ,a ( D J - B ° g .I.. F�ICOMPOSTED� CN.KEEP ALLAY TREE 0p D 7 PORTED TOPSOIL °OOQ .• J FNISN WYTN AMIENDMENTS E e -_ — ROOT PENETRATION O ( I d R .� --- _.RECOMPACT SUBGRADE © °O p 0•FOL ► TO PREVENT SETTLING °GOO O � \1SN e' gN 3 X•M MIN1 R OTBALL DIAMETER O. P1E75I'UN ' 1,• W NO N eh %.0 PLANTING PLAN V A De REVISIONS '"'KALE.I ar Q i oM - '1 NI Typical_ [�CiDUOUS TRP.e PLANTING L+GTa�L CERTIFICATION AND SEAL JiNSNEITCENTIETINATTNIS KAN MO WAS PREPARED VI /� �y� /� /�� c:'lew 2"COMPOSTED MULCH, (/I 17 I I/I (7 I �� TVSTATE Of RGE AS 05 CONTINUOUS ACROSS BED �L� �l� W V-� CUT.REMOVE ALL TWINE. grv.FE w MO—FMISN GRADE i4 05v RV r ,0 O PLASTIC SCARIFY SIDES 6 PLANTING HOLE.ROOT b•IMPORTED TOPSOIL EDEa� T' ^-- _- STOEf T>!E BALL WITH AMENDMENTS - --- -----M ------ l//�f I / Q RWARSCtiARD WARD ASSOTEO( LONpSCpp¢ARCNITgCixRg fJ10D PI'OT: SC7'LE.I•.xaV 'WING N°' LINE IN ICED EE7 SROPLSNC�N0 - uRgeN De5151. DRAWN M: TY CAL GRQUNDCOV2R SPBC NG Laon EAST ALDRe VDnP°r TYpiCAL SNRue/ GROUNDCOV2R PLANTING Derail_ N -- `TIF(Ci W• Se°Tag.200NwgTON g°uz wTE too - L-2 N1 LTRTITOArt NO 2.7 (200)a2o-2110 RELEASED TO - CONSTRUCTION REVRWED SY. we __ OF OWES i APR-12-2002 11:54 FROM SCONZO / HALLSTROM TO 14254307300 I'.03/1J3 4.. A' ' 14•A' .. r 1 _, Ortiz.INI P4 C•CCF11CIS -4 :1 ORIOVE-TC1[W IPIRIAIno(Ri1P�CY 'T 1 ,UN su 1..1 TYPE _...12•_G•. .... _— "OPT'N 74 HOURS B 3/4'W. x y-o'w ANO .� 'DRIVE-TNRU PIAAI:MACY': R 3/Ali.Y 12'-6'W. HELKIICn Mrnupa COPY. TYPE-AO P I- ---' _r �i99Qiiiii .....,.. r rE.EL9iii". . ,_-- to 96�i �r C glGt?l1i.pAN e,--�, to „ ' I tail-Ingi-Tau 03C'1Allikkr. b. r PIDENSWUCoPY •T..Y IA ETTER TYPE-131 1ECNI'AND 12'-IO UVeIYAi COPY ENCTH. k - ti, flyA-1 FIJAL . $_r I oPEA(zA IIFOLIA: ,s/a N. x e'-o^w. UELEvATION SIGN LIGHTING ®CLEVATION , ,•_0- AND PNARFMEV L b o/r6 n x 6 e'w. TYPE-cLI ,/. - 1_o HELVEncA Ew �cal . Q .. 1O'-0. ,E9 wt.nlcara0Q �MNCl:04 1- _ boxy_a7•LN M'O N0r6 p^ ,, L a,:ICN GOxTRK.r«. fZ/ /3J,(v/'') i{ ; ll NRcc::ro wwlac.COON Ell 1 ILL.�I�n N ��''_�j COO I�'� Ai R'r I�I (.y`t11 W G UVt]1rJ•l U' cv cLe IRICr •_III•' ceI Our.fmWJJn ..� .... c c..47. I rewc-00N0w7 EEC.Dcmgm.. 11. .11•• yGOAI j, ,. ?'.T" A 2024. ELEC.a wNa. •:eIANMACY HELVETICA MEDIUM CCT �•C.Af•IrAI, LETTER HEIGHT ANU ,wL-On gemmC 0AA..',oil,INTO alrrcaCNI MIL luue COLIMA, 9-7.OW NALL COPY LENGTH. Role UWUND CONDUCTOR IN COLUMN W/ROWER VCR CM:DND cONOIrON:,SCC load. ALL CONDUCTOR%LwN.L CC rINMULO r/6'Or VALK AMYL CABINET ELEVATION •W0M71ON COO CNN.CONNLC110N•rl SCU CONTRACTOR.Al I/a' - 1'-D' c'ONuuc•t4IL:re IRACONCCALSIA ®GROUNDING D.TAIL KEYED NOTES I \J ANCLL P.X 2'X 1/4" D00 I IIAM 0F. (7) NEW LED REAOCO UOAI01 PANELS MOUNTED ON EACH � I SIDE OF THE PrLON, \':/. 27 (D ANGLE 2'X 2' x 4/4'. >/ PRIMARY SIGN I RANiI, ® I Fr - -— 0 in.quufTF.R SAC ROO. •' F !,• x t/3"CAP %ATC. (�,A'Y A"TUBE PO$t. Ib ro 7'DIAMETER 1/4•(CM UNN RINGS. -- ()2'X 2'X VIA-STEEL ANGLE fRAUL IOR LED. 70 ,T•THREADED ENO. SUPPORT (St.f FRAME SHOP DRAWINGS). 0) �•^ 0 B"x 0'x 1/7'STEEL TUBE COLUMN. n I 1/e"DIAMLILIT AN(1,OR BOLTS (A) REGUIRLQ. 1 I =T 0 IOI+OF FOUNOATON. 010' F ICY I lie STEEL OIAM VI,AIX. NOT(:: LO OFTAII. (D(A) I or 0IAMCTER ANCHOR BOLTS will' VS'STEEL =? N/A, MIRR04LU ON WASHERS (rINCAI) $ff. DETAIL IS/h1.t, U NON-SHRPAING GIOLJT li RASE DOES NOT NHL() WATER. OTHER COLUMN. (RAn Ti 6 BARS TOP An 12"O.C.VC,WAY(TYPICAL). TOP VIEW DETAIL ® ]/6•ow•LICa',am IN EXTRUSION TOR WA'ROTS 10 IO- 1-O- X 10 ALUMINUM WEATHEW TPICAL)NOUF DOORS( . (TYPICAL). Yi 2' % 2' X I/i ANGLE$ EACH 510E wITIr (L) :/+1- (�1 ,.,„ ROUND HOLE FST I lift DIAMETER ANCNON PLATETEN OwJ<5 9OLT5. 80LT tO EXTRUSION ANO UN 80L,S. (A)WITH ] B"STEEL ASNFRS' PLATE BELOW 17 2 t/w_ROuNO HOLE r0lt LLE(:TRICAL CONDUIT. U ANGLES 2" % + +/%'X I/4-EACH SIDE DOLT TO 2' ■ �1� (,�,AMPS 60" TPIcAI. 13'ON CENTER (tc) NCOUIRED, 2"ANGLE. (::J\ Q 8zu ] O SIGN eAC(, ANGLES I 1/2"x I 1/C x]/t6• f '.Oa LEVELING NUTS AND WASHERS. ,/ �/ (�eREA,HLN c•ANFI.(COVER). L.,,,/"0i' _.•' COLORS STRUCTURA). OCNCRAL NOTES a.�l „�� TTRur.n!Rr CABINEIGArtNNLrd:PW DAIM PRIIN;L. , ALL ALUMINUM$URiAfX.'!: IN CONTACT WITH STEEL Cm uMNS: ONIY PpON2E ) MI SHALL Ml;cl•Ivf.ONE COAT OF BITUMNSIIC PANT. iaciz nlln•NY PANEL: 2)ALL SIHUI:TurW. STEEL SHALL BE ASTM A..)I7. O PLAN SECTION Ai l•AAELEX ccN rAcr wrn 7P)0-S] 3)ALL STRUCTURAL VIAL.IIAI 1, COMPLY WITH THE AI$c - 1•-0' MUJO"cANU MORTARL RED' NC or AL. Hasa-76 1n. 'RUA. AND or:nL; PATE STARS MANUAL. LArrsT EDITION. AND CWT. 4)ALL STEEL SHALL Itl'CEIvC ONE SHOP COLT OF RUST Ina MORTAR ANO Pr[TUI STMBO.. INIXUI INE NAINT. -f OVERALL$vvn0.,m)oel AN0 2•-0- 6) TOTAL SIGN WEIGHT • MO LB. (INCLUDING ALL OveaAl J.:TMOLL W,D1 . %ThUCTURAL SUPPORT ME441.1080. •WALCRECN$rx,cxuiO SLYxoT GORY; 6) DESIGN WINO PRESSURE - 30 LB./SO. I. m 0 0 IS I/B'CAPITAL ARO IC 3/6'LONER CACC 7) MINIMUM OONCREOE$I0LN1,n TO RE 3060 P.S!. LETTER MOGMTR, 7)1/2.OVERALL COPY 0) GCHrNOI(C(WTNT STEEL TO BE A$iN A-CIS co 60. nelAOE•a-0"oVra.;L cuFr ,ExGiN. �� !3 LEO REAOERPOAFa PwxCL: 9) ALLOWABLE SOIL ouL!:wif 7500 P.S.P. .I 7WO 5470,E-rAceu DISPLAYS.1ANcraucILu C) YIGN nNb FJU$CATIDN MUST CONI.UUM 10 10CAL r OA NOMINwL n'N U''T.Nt.ARO rILLz ICI) COOL5. WINO AND SOIL REOUIREMENI-..• wn1 arc Lem PIXELS. 1NE 7'-7 1/:• GAO;N0I ne,CHT ALLOWS S UNxR CA IN' ELECTRONIC Cam'T. CPLAN SECTION ® - 1/2' - 1'.0' TOTAL P.03 • 4IP "Cr 0 O NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: AprII 10,2002 LAND USE NUMBER: LUA-02-038,ECF,SA-A,V-B APPLICATION NAME: Waigreens on Sunset PROJECT DESCRIPTION: The applicant has requested Environmental(SEPA)end Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site In the CS zone. The existing 4 buildings on the property would be demolished as pert of the project. Also Included Is the placement of 73 parking stalls,as well as the Installation of required landscape and utility Improvements. In addition to administrative review,the proposal requires approval of 2 variances from the Board of Adjustment In order to place aignage and perform parking/landscape Improvements within the adjacent right-of-way(Sunset Boulevard NE). PROJECT LOCATION: 3011 Sunset Boulevard NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton Is using the Optional DNS-M process to give notice that a DNS-M is likely to be Issued. Comment periods for the project and the proposed DNS-M are Integrated into a single comment period. There will be no comment period following the Issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the Issuance of the DNS-M. PERMIT APPLICATION DATE: March 28,2002 NOTICE OF COMPLETE APPLICATION: April 10,2002 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review,Board of Adjustment Variance Other Permits which may be required: Building Permits,Construction Permits Requested Studies: Geotechnical Evaluation,Drainage Report,Traffic Study Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: A public hearing before the Board of Adjustment to consider the proposed variances has been scheduled for April 24,2002 In Renton Council Chambers. The hearing will begin at 7:30 p.m.on the 7th floor of the new Renton City Hell located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: The subject site Is located within the Center Suburban(CS)Comprehensive Plan Land Use Map and Zoning Map designations. The proposal would be consistent with both land use designations,provided approval of the requested variances is granted. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project MItlgatIon: The project will be subject to the City's SEPA Ordinance,Zoning Code,Airport Regulations,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOTICE OF APPLICATION Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on a rate of$0.52 per square foot of new building area. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on a rate of$75.00 per net new average daily trip generated by the project. 3. The applicant will be required to comply with the recommendations contained within the Geotechnlcal Report submitted with the land use application. Comments on the above application must be submitted In writing to Lesley Nishihira,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on April 24,2002 If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mall,contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION &A 1 jilEl'wiraEltze ac MM., �• r- Y^ .! . f,H rml "y •e roe Pi� :d ''i I 4 fa.= =1 . ` ��� niId a n ~ter-�:ti7 �► ; in PP -•e--K �rrrrn• A -�sF. ,yam. _4.,...._,,... ,_ ,,,,,.411 1♦ • �'_ r � �� Site. }�►��. �� I� �� 4111 0" ♦ \ 1 N IIrN A. irc 1' �' NE. ^' IIFN ,4.4.40T /4 •. rtte%."4* _54 N. ���- 4 if ti Ill ' � 1�1'p��' ,tj. � yy�1 tit n MPIZI • I • r.® ti v." 37 _gyla>:» ,,Z 1, i I If you would like to be made a party of record to receive further Information on this proposed project,complete this form and return to:City of Renton,Development Planning,1055 So.Grady Way,Renton,WA 98055. File No./Name: LUA-02-038,ECF,SA-A,V-B/Walgreens on Sunset NAME: ADDRESS: TELEPHONE NO.: • • RENTON BOARD OF ADJUSTMENT NOTICE OF PUBLIC HEARING A Public Hearing will be held by the Renton Board of Adjustment at its regular meeting in the Council Chambers, on the 7th floor of City Hall, 1055 So. Grady Way, Renton, WA, on April 24, 2002 at 7:30 PM to consider the following variance: WALGREENS ON SUNSET LU A-02-038,EC F,SA-A,V Construction of a 13,555 square foot drugstore. Rquires approval of two variances in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). Location: 3011 Sunset Blvd. No. Legal descriptions of the files noted above are on file in the Development Services Division, sixth floor, Renton City Hall. All interested persons to said petitions are invited to be present at the Public Hearing to express their opinions. Publication Date: April 12, 2002 OR April 13, 2002 Account No. 51067 BOA PUBLICATION City of An Department of Planning/Building/PublicOrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: APRIL 24, 2002 APPLICATION NO: LUA-02-038, SA-A, ECF,V-B DATE CIRCULATED: APRIL 10,2002 APPLICANT: Allen Kann, Baldridge Development, Inc. PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Walgreen's on Sunset WORK ORDER NO: 78968 LOCATION: 3011 NE Sunset Blvd. SITE AREA: 1.52 acres I BUILDING AREA(gross): 13,555 Sq.Ft. SUMMARY OF PROPOSAL: The applicant has requested Environmental (SEPA) and Administrative Site Plan Review for the construction of a 13,555 square foot drugstore located on a 1.51-acre site in the CS zone. The existing4 buildings on the property would be demolished as part of the project. Also included is the placement of 73 parking salls, as well as the installation of required landscape and utility improvements. In addition to administrative review, the proposal requires approval of 2 variances from the Board of Adjustment in order to place signage and perform parking/landscape improvements within the adjacent right-of-way(Sunset Boulevard NE). A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Routing Rev.10/93 Crt 0 CITY RENTON .u. E Planning/Building/PublicWorks Depai tuuent Jesse Tr nner,Mayor Gregg Zimmerman P.E.,Administrator April 10, 2002 Mr. John Hallstrom Sconzo Hallstrom Architects 919— 124th Avenue NE, #101 Bellevue, WA 98005 SUBJECT: Walgreens on Sunset Project Number LUA-02-038,SA-A,ECF,V-B Dear Mr. Hallstrom: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. The Environmental Review Committee tentatively schedules it for consideration on April 30, 2002. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Wednesday, April 24, 2002, at 7:30 PM, has been set for a variance public hearing to review the proposed variance. The hearing, before the City of Renton's Board of Adjustment will be held in the Council Chambers on the seventh floor of City Hall, Renton, Washington. The applicant or representative(s) of the applicant is required to be present at the public hearing. Interested parties are invited to attend. Please contact me, at (425) 430-7270, if you have any questions. Sincerely, • f‘,74/ Lesley Nishih. Senior Planner cc: Cho& Lee Investment, Inc./Owners Mr. Allen Kann/Baldridge Development, Inc. acceptance R E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer 02 APR-05-2002 11:05 FROM SCONZO / HALLSTROM TO 14254307231 P.01/ c ( OHZO • • r A)( MEMO . , . . . , ! . 1 1 Date: 04-05-02 - -A L L c T- O m To: City of Renton ARCHITECTS, P.S.C. Attention: Ashley De Forest 919 14i Ave, tJ,E. Suite 101 � Pro ect Number: Permit# LUA02-038 01 Bellevue,WA 96005 Tel: (425) 455-3203 Project Name: Walgreens - Renton 7355 Fax: (425) 455.935t Fax#: 425.430.7231 #of Sheets including Cover: 2 The Following: 0 RFI (Request for Information) 0 PR(Proposal Request) 0 ASI (Architect's Supplemental Instructions) ❑ Drawings/Specifications ❑ CO (Certificate of Payment) 0 CCD (Construction Change Directive) ® Correspondence/Reports ❑ Revisions ❑ Other Comments: Asley, Greater Hilands Limited Partnership Association Agent is Morris Piha -items#3. See attached. Will this be sufficient? (The whole document is 26 pages.) Could you drop me an email or phone message to let me know if this Is or is not sufficient. Thankslll -Heidi Davidson heidid@sconzohallstrom.com �N NG 9,s1014 ppR® Fax Sent: ❑ For Your Information ❑ For Approval g As Requested ® Far Review and Comment ❑ Other By: Heidi Davidson CC: APR-05-2002 11:05 FROM SCOMZO / HALLSTROM TO 142543e731 r.ed/U SEA 1..63 �� � inn OQ�OFP� • e °° �0 Q GREATER HILANDS LIMITED PARTNERSHIP ASSOCIATES PQ G��1�G C.) CERTIFICATE AND AGREEMENT OF LIMITED PARTNERSHIP This Certificate and Agreement of Limited Partnership (this "Agreement" ) is made as ofSmber 28 1983 between IRVIN H. EARL and MORRIS PIRA (the "General Partners" ) , and IRVIN H. KARL, NORRIS PIRA and STEVEN E. MILLER (the "Limited Part- ners" ) . The General Partners and the Limited Partner are collectively referred to as the "Partners. " THE PARTIES HERETO AGREE AS `OLLOWS: 1. FORMATION. The parties hereby form a limited part- nership (the "Partnership" ) pursuant to the Uniform Limited Partnership Act of the State of Washington, as amended, Chapter 25 .lshown or. Exhibit)A attachedeheretos and aand ebye s of all partners this reference are incorporated herein. • 2 . NAME AND PLACE OF BUSINESS_ The name of the Part- nership is Greater Hilands Limited Partnership Associates. The principal place of business of the Partnership is Suite 310, 300 Elliott Avenue West, Seattle, Washington 98119, or such other place or places as the General Partners may hereafter determine. The General Partners shall notify each Partner of any change in the Partnership' s principal place of business by written notice. 3 . AGENT FOR SERVICE OF PROCESS. The Partnerships agent for service of process is Dorris Piha, whose address is Suite 310, 300 Elliott Avenue West, Seattle, Washington 96119 . 4_ CERTIFICATE AND AGREEMENT. This document shall con- stitute not only the agreement between the parties, but shall also act as the Certificate of Limited Partnership and the General Partners shall file this Agreement and all amendments hereto in the office of the Secretary of State of the State of Washington, and as otherwise requred by RCW 25. 10.080. A copy of the filed certificate need not be mailed to all Limited Partners but may be examined at the offices of the Partnership during business hours. 5 . PURPOSE AND BUSINESS. The purpose and business of the Partnership shall be to purchase, invest in, finance, own, improve, develop, manage, and maintain for capital appreciation and maximum current income, and to sell and lease the property described in Exhibit B hereto and the improvements constructed thereon (said property and the improvements together referred to as the "Partnership Property" ) , together with all business P 27 TOTAL P.02 I. CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION a I PROPERTY OWNER(S) I I, PROJECT INFORMATION I NAME: PROJECT OR DEVELOPMENT NAME:C N0 k�� LEA /�U�i f&JT 1 /J G ADDRESS: --D 3?3- A)6 /,j- pc_ . PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 1 6..Cc. 5UN5e &LV). NE CITY: .AM/g/9/•d I SW ZIP: q8 D 1/1" Nth !2 * 5/ REN77)/1) TELEPHONE NUMBER:( / �/ , / ��� KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): U 722790-00/9) 722790-004.5- ; 72279D-0D 20, ' 7227Qfr-o72/. APPLICANT (if other than owner) 72279D-00 /8,i EXISTING LAND USE(S): u4vog SPoRE/ B ►C/A/ NAME: fiL EA X.4/JA/ $/2c1/✓.S,, Weic% 7% S.l iC,5 REWnegivr PROPOSED LAND USE(S): COMPANY(if applicable): RP779/L biTLOR/DeiE ,L EirE-LOPm T /l�C- EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: C V _ I1 go& (/2M ✓Cf/E5r R/D, csv/7: Q09 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable): SF 4.0/J/5, n2/53 O1)I / 63 /c31 TELEPH9NE NUMBER EXISTING ZONING: CS (34) 966, . 23v CONTACT PERSON DEVELOP DENT PEREUTON ED ZONING (if applicable): S CITY DF SITE AREA (in square feet): 65, 857 5.F. NAME: Doff-,(/ -/,/ qufs of SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED RECEIVED E LOTS DIVI IOR MORE(if PRIVATE A E GREETS SERVING TCOMPANY(if applicable): $SCOr/Zo th LL5r-Rom 74RCt//775 ADDRESS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 9/9- /2 2VVE A/E/ '/�/ NUMBER OF PROPOSED LOTS(if applicable): CITY: ZIP: 8 ✓vim /-✓)a 980 NUMBER OF NEW DWELLING UNITS(if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: (4 ) *55 3203 Sohn h®SConlOn CilL5frar0 . corn masterap.doc Revised January 2002 LL1Vf a Z- 03 Sc L E JECT INFORMATION (cont ed) • NUMBER OF EXISTING DWELLING UNITS(if applicable): PROJECT VALUE: $ 4 5-00, 000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS(if applicable): _ ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): — ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO BUILDINGS(if applicable): , r5 Jrs- S,F 0 FLOOD HAZARD AREA sq.ft. ❑ GEOLOGIC HAZARD sq.ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ HABITAT CONSERVATION sq.ft. BUILDINGS TO REMAIN (if applicable): ❑ SHORELINE STREAMS AND LAKES sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if LI WETLANDS sq.ft. applicable): /3/ 555 S'F• NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE M. -J QUARTER OF SECTION 9 , TOWNSHIPS , RANGE s� IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES Check all application types that apply--City staff will determine fees. _ANNEXATION(A) $ SHORELINE REVIEWS _COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ _CONDITIONAL USE PERMIT(CU-A,CU-H) $ EXEMPTION(SME) $ NO CHARGE V ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ _REZONE(R) $ SUBDIVISION ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ _✓SITE PLAN APPROVAL(SA-A,SA-H) $ LOT LINE ADJUSTMENT(LLA) $ _SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ _TEMPORARY PERMIT(TP) $ _SHORT PLAT(SHPL-A,SHPL-H) $ ✓VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ _WAIVER(W) $ TOTAL FEE $ OTHER: $ AFFIDAVIT OF OWNERSHIP I I, (Print Name) 5ogm) K. LE6 , declare that I am (please check one) the current owner of the property involved in this application or x the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I prtify that I know or have satisfactory evidence that -3 te 5 rig k X p?`7 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes,„,,,„ //� (/ 1 me tioned in the instrument. FRS ON 1 1 (Signature of Owner/Representative) N Notary @ /� Notary Public in and for the St to of Washington _ , o , //II�� co .gray (Signature of Owner/Representative) Notary(Print)/ 47 O1/`fJ ��/f P7".SZ 4. 'ro' 's. My appointment expires: �l7/O. , 0 ii y/ 444 masterap.doc Revised January 2002 •0 of '11‘.������`` _ vi .0i flII Y. 101 CERTIFICATE OF RESOLUTION OF CHO AND LEE INVESTMENT, INC. After due notice, given or waived, the annual combined meeting of the Board of Directors and Shareholders of the Corporation was held at the principal office of the Corporation on` September 15, 2001 , and the following resolution(s) was adopted by the undersigned, consisting of all the Shareholders and Directors of the Corporation: RESOLVED, that the Corporation is authorized to sell and transfer ownership of the real property located at: 3131 NE 12th Street, Renton. Washington 98056 pursuant to the terms and conditions of the Purchase and Sale Agreement between Corporation as seller and Baldriclge Development, Inc. as buyer, and together with all addenda thereto; RESOLVED, that Seung shik Lee , the President or Susan K. Lee , the Vice-President and Secretary of the Corporation, is authorized to sign and execute all documents, agreements and instruments as may be necessary to consummate the purchase and sale transaction, and said President or Vice-President shall further have authority to alter, amend or modify any documents, agreements and instruments in connection with the said transaction without further approval from the Board of Directors and Shareholders. Dated this 15th day of September , 2001 SHAREHOLDERS: DIRECTORS: —4247e"1-7 -- Seung shik Lee Seung shik Lee > ecejz___ g/,(ii-e/t/14 �rL.Q-P.1�✓� . Lee . Lee Danny . Ki Dann . Kim Edward D. Kim Edward D. Kim DEVELOPMENT PLANNING CITYLL OF RENTON 1 i,. 'a E RECEIVED MAR-28-2002 11: 10 96% P.01 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) I I PROJECT INFORMATION NAME: C tr° k�D Le /�0�T/4�7 /�G PROJECT OR DEVELOPMENT NAME: ADDRESS: A)6- kt-- rL PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: svNser- 8L-17D. NE CITY: � �rSH ZIP: !gD ,V 121' 5( .. RENTD/11 TELEPHONE NUMBER: ( �.2.$) �7,.) KING COUNTY 72Z790-DOl ASSESSOR'S2�79�0%S ER(S): 90 APPLICANT (if other than owner) 72Z7 D-Qc/8D/; 722790O02! ; EXISTING LAND USE(S): ' 4 f ' STORE; 8/A/ NAME: r1cL AJ XAW&/ R08614 L1J is%7 Z4GX5 RE57-1,WAYVT PROPOSED LAND USE(S): COMPANY(if applicable): REMIL aecz/ ( 1lEL.DPMENT; INC. EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: L. V Igo& nimAlct/E3Tm ,ZO w/7- Qoe, PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable): ST I.oUl5, ini53(JUg/ 63 /c3/ TELEPH9NE NUMBER EXISTING ZONING: as ( 34) 966, . 23ov PROPOSED ZONING(if applicable): C.,5 CONTACT PERSON _ • $iITE AREA (in square feet): 6`v, 867 S.F. NAME: J'ofi-,(/ -AIX]LLSTX j SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING ;4 we THREE LOTS OR MORE(if applicable): COMPANY(if applicable): 5C0/VzD ft�4LL5rt.Dm 2VlCt Te2Y3. t : ADDRESS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): NUMBER OF PROPOSED LOTS(if applicable): CITY: ZIP: ✓vim �✓)a 980a5 NUMBER OF NEW DWELLING UNITS(if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: 029 *$s•32.0 3 Johnh®sconc.5ofl /A5/ 1/7 . cow masterap.doc Revised January 2002 r PRO 3T INFORMATION (continu NUMBER OF EXISTING DWELLING UNITS(if applicable): PROJECT VALUE: ( , 4 6Ov, 000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS(if applicable): _ ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): — ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS(if applicable): /3,r 555 S'p- ❑ FLOOD HAZARD AREA sq.ft. ❑ GEOLOGIC HAZARD sq.ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ HABITAT CONSERVATION sq.ft. BUILDINGS TO REMAIN (if applicable): — ❑ SHORELINE STREAMS AND LAKES sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if 0 WETLANDS sq.ft. applicable): i' , 555- 5.F. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following_information included) SITUATE IN THE Al IV. QUARTER OF SECTION ' , TOWNSHIPS , RANGE 5E IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES Check all application types that apply-- City staff will determine fees. _ANNEXATION(A) $ SHORELINE REVIEWS COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE VENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ _REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ /SITE PLAN APPROVAL(SA-A,SA-H) $ LOT LINE ADJUSTMENT(LLA) $ SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ TEMPORARY PERMIT(TP) $ _SHORT PLAT(SHPL-A,SHPL-H) $ VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ _WAIVER(W) $ TOTAL FEE $ OTHER: $ • I nru7-, . AFFIDAVIT OF OWNERSHIP I I, (Print Name) . 14 A,,\J K_ LEec,I IN(�'. -,t.P.`C.:!'! , declare that I am (please check one) _the current owner of the proPerty involved in this application or X the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Irtify that I know or have satisfactory evidence that u5 uq k�PF signed this instrument and acknowledged ye (/ / t) �E'' -e 4 .--it to be his/her/their free and voluntary act for the uses and purpose.... iL (/ mentioned in the instrument. RSO `` ,i (Signature of Owner/Representative) = e�► N ' - O P•REs -'' y Notary Public in and for the S to of Washington p ; (Signature of Owner/Representative) Notary(Print)/- a/`-Ip /f�rS'a • %% o '"o _— % My appointment expires: f!!//l /) V %, y` �'`' ` , masterap.doc Revised January 2002 1' bp',,,,,,,,,, ,, dl _— i St Ikit IIVIMM-G7-LVVG CJ 1 .J 1 MIA CERTIFICATE OF RESOLUTION OF CHO AND LEE INVESTMENT, INC. After due notice, given or waived, the annual combined meeting of the Board of Directors and Shareholders of the Corporation was held at the principal office of the Corporation on September 15, 2001 , and the following resolution(s) was adopted by the undersigned, consisting of all the Shareholders and Directors of the Corporation: RESOLVED, that the Corporation is authorized to sell and transfer ownership of the real property located at: 3131 NE 12th Street, Renton. Washington 98056 pursuant to the terms and conditions of the Purchase and Sale Agreement between Corporation as seller and Baldridge Development, Inc. as buyer, and together with all addenda thereto; RESOLVED, that Seung shik Lee , the President or Susan K. Lee , the Vice-President and Secretary of the Corporation, is authorized to sign and execute all documents, agreements and instruments as may be necessary to consummate the purchase and sale transaction, and said President or Vice-President shall further have authority to alter, amend or modify any documents, agreements and instruments in connection with the said transaction without further approval from the Board of Directors and Shareholders. Dated this 15th day of September , 2001 . SHAREHOLDERS: DIRECTORS: Seung shik Lee Seung shik Lee . r. s . Lee . Lee Danny . Ki Dann . Kim d0- ________ Edward D. Kim Edward D. Kim DEVE.u.'! �; , CfiYOF '*r_"N CM • •IAY�y�:.Y�,W• YK MAR-28-2002 11: 10 96% P.01 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) I I PROJECT INFORMATION NAM : ‘�L Tin /-494)(( AlW L/af//b741.6.3i 111 JECT OR DEVELOPMENT NAME: g /4/,,,�.0 -W/51 Jr'i ;to. y4a,�/ivP(• , 11/4/--9AEaNS ADDRE/S: ) _, -11S ?. : PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: SCC• s(NsEr- l3/---V9. NE ,i CI ZIP: TELEPHONE NUMBER: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CLLS"_l JV;fr /L-' 722790-0o/91 ; 7227904)0)5 APPLICANT (if other than owner) 7227 0-0 �. 7ZZ7gw21 EXISTING LAND USE(S): 1-/QO/ 5 J7- 6/* B U' NAME: rLLEA/ ,i<l\lnl $1 C661/✓.s/ 1.WJC!<1 7/; ,KS RE:5729t-e'4T PROPOSED LAND USE(S): COMPANY(if applicable): RF 7' I/ 5/1t q/0675- .P., 1/ELDPM //\IC" EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: G V I/7O& / 1 Ai'Cfie-57 RO c )l7 - .209 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable): sr 2 OU/5, /i,1155,/11q/ 63 /31 _ TELEPHONE NUMBER EXISTING ZONING: r.S (3/4-) % • 23 v PROPOSED ZONING(if applicable): 5 CONTACT PERSON - SITE AREA (in square feet): 65, 857 SF NAME: SOftit/ -$11'i S7-n0177 DEV ,'_:), _, SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED CI l y(1; '„ : ' 'tUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): COMPANY(if applicable): K• SCO,V70 /4LL5172om .7VlC7-11/ %•Ii ~' --:i • PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: Ew Ir , a ""ACRE (if applicable): 9/ `/Jr f 2 2V1/ /VE/ ! / NUMBER OF PROPOSED LOTS (if applicable): CITY: ZIP: NUMBER OF NEW DWELLING UNITS (if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: .2 5) 4L55-.3.2_0 3_ JOhi,1-)SSCGnoahq//5/lhy7 . GOm. masterap.doc Revised January 2002 PRC :CT INFORMATION (continl I) NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: A / , 59Q, 000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS (if applicable): _ ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF EXISTING RESIDENTIAL SQUARE FOOTAGE (if applicable): BUILDINGS TO REMAIN (if applicable): — 0 AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): /3�-S.S,S S'p- ❑ FLOOD HAZARD AREA sq. ft. 0 GEOLOGIC HAZARD sq.ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL 0 HABITAT CONSERVATION sq.ft. BUILDINGS TO REMAIN (if applicable): 0 SHORELINE STREAMS AND LAKES sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if 0 WETLANDS sq.ft. applicable): 1') 55 s •S F` NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE /V. k✓ QUARTER OF SECTION TOWNSHIPS , RANGE SIN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES Check all application types that apply -- City staff will determine fees. _ANNEXATION (A) $ SHORELINE REVIEWS _COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE ✓ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ __REZONE(R) $ SUBDIVISION ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ /SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ _TEMPORARY PERMIT(TP) $ _SHORT PLAT(SHPL-A,SHPL-H) $ ✓VARIANCE(V-A,V-H,V-B) S (from Section: ) $ Postage: $ WAIVER(W) $ TOTAL FEE $ OTHER: $ IAFFIDAVIT OF OWNERSHIP I, (Print Name) ti( 5 '.-, _ , declare that I am (please check one) /the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contai}ie Calndrthe•irY#o'm.f #f �1eye+,vith are in all respects true and correct to the best of my knowledge and belief. CI I Y OF REND ON I' n I certify that I know or have satisfactory evidence that --. i , 1', r1 signed this instrument and acknowledged MAR it to be his/her/their free and voluntary act for the uses and purposes r ...) mentioned in the instrument. (Signature of wner/Representative) RECTA p / Notary Public iri and for=the State of Washin n ROBERT EENSUSSEN NOTARY PUBLIC (Signature of Owner/Representative) Notary(Print) II-( I. , ' I-r.,k ),,t�,i, STATE OF WASHINGTON My appointment expires: LI-i`r- C Li COMMI.RSION EXPIRES APRIL , 7004 masterap.doc Revised January 2002 ti. . CITY OF RENTON DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. CI I V Or r,t_n:i or; I I,..h L A. BACKGROUND: 1. Name of proposed project,if applicable: WALGREENS 7355 RENTON 2. Name of Applicant: BALDRIDGE DEVELOPMENT,INC. 3. Address and phone number of applicant and contact person: c/o SCONZO IIALLSTROM ARCHITECTS,PSC. 919 124th Avenue NE,Suite 101 Bellevue,WA 98005 425.455.3203 John Hallstrom 4. Date checklist prepared: 3.28.02 5. Agency requesting checklist: City of Renton Development Services 6. Proposed timing or schedule(include phasing,if applicable): Construction to begin upon Building Permit issuance(+/-August 2002) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal?If yes,explain. No. S. List any environmental information you know about that has beer rrepared,or will he prepared,directly related to this proposal. Phase I and II Environmental Site Assessment. Soil and groundwater sampled; no contamination found. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal?If yes,explain. No. 10. List any government approvals or permits that will be needed for your proposal,if known. Site Plan Approval,Modification(maximum building setback and exceed maximum parking), Variance(right-of-way encroachment for pylon sign and parking),SEPA,Building,Demolition, Utilities,Electrical,Mechanical,Plumbing and Sign Permits. 11. Give brief,complete description of your proposal,including the proposed uses and the size of the project and not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description). Construct a 13,555 sq.ft.stand alone drugstore together with site improvements for a 73 stall parking lot on a+/-1.51 acre site located on the southwest corner of the intersection of Sunset Boulevard NE and NE 12th Street.The project includes the demolition of 4 buildings(Lucky Food Mart—2,517 sq.ft.,Liquor Store—4,176 sq. ft., Baskin & Robbins—2,166 sq. ft.and Jack's Restaurant—2,987 sq.ft.). 1 12. Location of the proposal.Give sufficient information for a person to understand the precise location of your proposed project,including a street address,if any,and section,township and range,if known.If a proposal would occur over a range of area,provide the range or boundaries of the site(s).Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located on the southeast corner of the intersection of 112th Sunset Boulevard NE and NE 12`h Street,in the Northwest 'h of Section 9,Township 23 North,Range 5 East,W.M. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site(underline one): Flat,rolling,hilly,steep slopes,mountainous,other: b. What is the steepest slope on the site(approximate percent slope)? +/-10%in the northeast corner of the site near the intersection of NE 12th Street and Lynnwood Avenue NE. c. What general types of soils are found on the site(for example,clay,sand, gravel,peat,muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. In general,the site conditions consist of asphaltic pavement and minor gravel base course over loose grading to medium dense or denser, gray to oxidized brown,dry to moist,silty fine sand,varying to fine sand with some silt with variable gravel content.These sand deposits graded from loose to medium dense at depths ranging from approximately 3%:feet to 12 feet below grade. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. No. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be graded to prepare it for the proposed building with the parking lot sloped to the new drainage system collection points. The grading will result in a net cut of 250 cubic yards. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Minor erosion could take place due to clearing and grading,but the construction documents will convey adequate erosion control protection measures. 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Approximately 88%of the proposed site will be covered with impervious surfaces. h. Proposed measures to reduce or control erosion, or other impacts to the earth,if any. The T.E.S.C.plan calls for rock construction entrance,perimeter silt fence, catch basin inlet protection and seeding when soils are to be exposed for an extended period of time. 2. AIR a. What types of emissions to the air would result from the proposal(i.e., dust,automobile,odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. Temporary construction vehicular emissions and dust can be expected during construction.Construction equipment will comply with applicable air quality regulations.Vehicular emissions after construction will be traffic generated from the completed project. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so,generally describe. None to our knowledge. c. Proposed measures to reduce or control emissions or other impacts to air, if any. BMP's to prevent dust will be used as required during construction to limit blowing dust(ie.Straw mulch,stockpiled soils covered with visqueen,etc...). 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, 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. Not applicable. 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 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. Not applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities,if known. Surface water on the site will be collected by catch basins and conveyed to its natural discharge point,which is the storm main within Sunset Boulevard NE. 5) Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No,this site is outside of the 500-year floodplain. 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 Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description,purpose,and approximate quantities,if known. In general,ground water will not be withdrawn.The only exception might be the removal of water while trenching for utilities and the footing drains. The amount of water withdrawn from these two activities would be minimal. There are no plans to discharge to the ground water.Surface water will be collected and released to a storm main. 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. Not applicable. 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 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. Runoff from the site will be storm water only.This storm water will be collected in a series of catch basins and pipes,the 2-year storm treated for oil and released in to the public storm main in Sunset Boulevard NE.The peak 2-year storm discharge is 0.44 cfs. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: This site will be adding pervious area, therefor reducing the amount of surface water discharged from the site. 4. PLANTS a. Check or circle types of vegetation found on the site: X_Deciduous tree: alder,maple aspen,other X_Evergreen tree:fir,cedar,pine,other X_Shrubs Grass Pasture Crop or grain Wet soil plants:cattail,buttercup,bulrush,skunk cabbage, other Water plants:water lily,eelgrass,milfoil,other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? Plantings(trees and shrubs) adjoining the existing buildings will be removed. c. List threatened or endangered species known to be on or near the site. None.Reference: National Heritage Program—Washington Dept.of Natural Resources—May 2001. 5 • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: The proposed plantings are a mixture of native and non-native plants well acclimated to the Puget Sound region.The proposed plantings consist of a mixture of evergreen and deciduous trees,shrubs,ground covers with approximately 30%being drought resistant.The proposed plantings will greatly enhance and unify the site as well as providing screening and separation from adjacent properties. 5. ANIMALS a. Underline 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:small native birds. Mammals: deer,bear,elk,beaver,other: squirrels and mice. 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. Washington State,west of the Cascade Mountains,is located within the Pacific Flyway. d. Proposed measures to preserve or enhance wildlife,if any: None.Landscaping will incidentally become habitat as it matures. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed projects energy needs? Describe whether it will be used for heating,manufacturing,etc. Gas: Heating Electricity: Cooling and 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: Project to comply with Washington State Energy Code. 6 J • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 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. Fuel storage for construction equipment poses a minor risk of fire and explosion. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: Fuel supplies will be carefully controlled. b. Noise 1) What types of noise exist in the area which may affect your project(for example: traffic,equipment operation,other)? Traffic and construction equipment. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short—term:Normal construction noise limited to hours allowed by the City of Renton. Long—term: Human activity and related traffic will be expected to generate noise in the completed project.Noise is anticipated to be greatest during peak traffic hours, similar to other commercial developments in the area. 3) Proposed measures to reduce or control noise impacts,if any: Increased noise levels due to construction will be restricted to the hours permitted by the City of Renton. 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? There are 4 businesses currently using the site (Lucky Food Mart, Liquor Store,Baskin&Robbins and Jack's Restaurant).Apartments are located to the east of the site across Lynnwood Avenue and to the south of the site across NE 11"'Place.Payday Loans abuts the south property line of the site.A Union 76 gas station is located to the west of the site across Sunset Boulevard NE.A Car Wash is located to the north of the site across NE 12'Street. b. Has the site been used for agriculture? If so,describe. No. c. Describe any structures on the site. There are 4 buildings on site(Lucky Food Mart—2,517 sq.ft.,Liquor Store — 4,176 sq. ft., Baskin & Robbins — 2,166 sq. ft. and Jack's Restaurant—2,987 sq.ft.). d. Will any structures be demolished? If so,what? Yes. All the existing structures on site will be demolished. e. What is the current zoning classification of the site? CS Center Suburban f. What is the current comprehensive plan designation of the site? CV Center Village 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. Soil and groundwater sampling revealed no contamination. No wetlands; not within the 500 year flood plain; no Class 1,Class 2 or Class 3 streams; no erosion hazards; no seismic hazards. Source: Sensitive Areas Map Folio, King County, Washington — December 1990. i. Approximately how many people would reside or work in the completed project? 30 employees. 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY j. Approximately how many people would the completed project displace? +/-30 employees of the existing businesses. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any. Project will meet current code requirements and complies with the Comprehensive Plan intentions for the site. 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. None. 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? 27'—0"to the top of the main entrance tower.The exterior walls are a combination of CMU and hollow,structural clay units(brick). b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts,if any. The site will be landscaped with a mixture of native and non-native plant materials.The building exterior materials and colors will be compatible with other buildings in the vicinity. 9 • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 11. LIGHT AND GALRE a. What type of light or glare will the proposals produce? What time of day would it mainly occur? Parking lot lights from dusk to dawn. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts,if any. Parking lot lights will be directed down and away from adjoining properties. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? No recreational facilities are located within the immediate vicinity. Numerous parks and schools area available between %2 and 1 %miles of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. No. b. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant,if any. None. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on,or proposed for,national,state or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic,archaeological, scientific,or cultural importance known to be on or next to the site. None. 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Proposed measures to reduce or control impacts,if any. If construction activities reveal historic or cultural artifacts,site work will stop and a qualified archeologist will be contacted. 14. TRANSPORTATION a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans, if any. The site access to this project is provided by a driveway on Sunset Boulevard NE,2 driveways on Lynwood Avenue NE and a driveway on NE 11th Place. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Yes,routes 105 and 240 on NE 12`h Street. Bus route 909 off of Sunset Boulevard NE,which is a DART route,is within walking distance. c. How many parking spaces would the completed project have? How many would the project eliminate? 73 on site parking stalls will be provided.+/-60 parking stalls will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets,not including driveways? If so,generally describe (indicate whether public or private). No,this is a redevelopment project. e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so,generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known,indicate when peak volumes would occur. 1,195 daily trips and 135 PM peak hour trips. These values are less than what the existing development is calculated to generate. g. Proposed measures to reduce or control transportation impacts, if any. Construct the site per applicable City standards.Eliminate the existing driveways. 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services(for example: fire protection,police protection,health care,schools,other)?If so,generally describe. The project may require fire protection,police protection and health care on an emergency basis but will not require an increase in the public services already available to other businesses in this area. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. UTILITIES a. Underline 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 utilities providing the service and the general construction activities on the site or in the immediate vicinity,which might be needed. Electricity: Puget Sound Energy Natural Gas:Puget Sound Energy Water: service,both domestic and irrigation,will attempt to reuse existing meters,owned by the City of Renton. Water lines from the meters to the proposed building will be installed. Sewer: the project will require a new side sewer.The side sewer will connect to a public sewer main crossing the property. This sewer main,owned by the city of Renton,will be relocated during construction. Storm: discharge will require a new conveyance system and oil control.Discharge will be to a public storm main owned by the City of Renton in Sunset Boulevard NE. Telephone: Qwest Refuse: recycling is provided by the City of Renton. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .L _ fitf ---- Date submi • arch 28,2002 12 ''! Walgreens 7355 RENTON Project Narrative e' �, - ,, ,t ,.`j1+.al` 3.28.02 hr p • Project name, size and location of site: Walgreens 7355 RENTON. 13,555 sq. ft. drugstore, 1.51 acre site. The site is located on the southeast corner of the intersection of Sunset Boulevard NE and NE 12th Street. • Zoning designation of the site and adjacent properties: Site: CS Center Suburban Adjacent Properties: Northeast(across NE 12th Street): CS Center Suburban Southeast(across NE llth Place): RM-C Residential Multi-Family Center Suburban Southwest: CS Center Suburban East(across Lynnwood Avenue NE): RM-C Residential Multi-Family Center Suburban West(across Sunset Boulevard NE): CS Center Suburban • Current use of the site and any existing improvements: There are 4 existing buildings on site (Luck Food Mart — 2,517 sq. ft., Liquor Store — 4,176 sq. ft., Baskin & Robbins—2,166 sq. ft. and Jack's Restaurant—2,987 sq. ft.). • Special site features (i.e. wetlands, water bodies, steep slopes): None. • Statement addressing soil type and drainage conditions: In general, the site conditions consist of asphaltic pavement and minor gravel base course over loose grading to medium dense or denser, gray to oxidized brown, dry to moist, silty fine sand, varying to fine sand with some silt with variable gravel content. These sand deposits graded from loose to medium dense at depths ranging from approximately 3 % feet to 12 feet below grade. The majority of the site is covered with buildings and asphalt. Stormwater runoff on the site is directed into catch basins that, in turn, are connected to the municipal system. There are no standing or running surface waters on the site. Project Narrative March 28, 2002 Page 2 of 5 • Proposed use of the property and scope of the proposed development (i.e. height, square footage, lot coverage,parking, access, etc.): 27'-0" to the top of the main entrance tower. 13,555 sq. ft. building, 1.51 acre site 20.6% lot coverage(building) 73 parking stalls (60 standard, 9 compact and 4 handicap) Four driveways are proposed (1 on Sunset Boulevard NE, 2 on Lynnwood Avenue NE and 1 on NE llth Place. • Total estimated construction cost and estimated fair market value of the proposed project: Construction Cost: $1.5 million Fair Market Value: $3.7 million • Estimated quantities and type of materials involved if any fill or excavation is proposed: The site will be graded to prepare it for the proposed building with the parking lot sloped to the new drainage system collection points. The grading will result in a net cut of 250 cubic yards. • Number,type and size of trees to be removed: 9 conifer trees adjoining the Liquor Store will be removed ((4) 8",(4) 12" and (1) 16"). 3 deciduous tree will be removed to construct new driveways on NE llth Place and Lynnwood Avenue NE ((1) 6", (1) 8" and (1) 10"). 3 deciduous trees will be removed to construct the pylon sign in the ROW if the variance application is approved ((1) 14", (1) 16" and (1) 22"). • Explanation of any land to be dedicated to the City: None • Any proposed job shacks, sales trailers, and/or model homes: Job shacks for construction offices and storage containers for contractors during construction. 'Project Narrative March 28, 2002 Page 3 of 5 Modification Request Justification 3.28.02 The plans submitted for Site Plan Approval — Level 1 require Modifications from the City of Renton Development Standards for Front Yard / Street Setback (4-2-120A) and maximum number of parking stalls(4-4-080E-10). Front Yard/Street Setback (4-2-120A): The Zoning standards require a 15' maximum setback for the street side facade of a structure. The project site abuts 4 streets: Sunset Boulevard NE,NE 12th Street, Lynnwood Avenue NE and NE 11th Place. Per condition 7 of the Development Standards the maximum setback applies on to the primary street for lots abutting more than 1 street. Sunset Boulevard NE is designated as the primary street for this project. The plans as submitted propose a building setback that varies from 64' to 144'. The Decision Criteria for granting the Modification requires that the applicant demonstrate that the modification: a. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgement; and The on-site circulation of customer vehicles accessing the parking lot and pharmacy drive-thru lanes and delivery trucks is improved with the increased setback. Pedestrian crossings in the parking lot from the 4 abutting streets are limited to 3 locations, identified with contrasting paint striping on the asphalt. b. Will not be injurious to other property(s) in the vicinity; and Other similarly zoned properties in the vicinity, including the 4 on-site buildings,have Front Yard/Street setbacks greater than the 15' maximum. c. Conform to the intent and purpose of the Code; and The purpose and intent of the Center Suburban (CS) zone is to "provide suitable environments for district-scaled retail and commercial development...that would serve more than one neighborhood, but not provide Citywide services." A parking lot with good access and circulation is necessary to serve customers from other neighborhoods. The increased Front Yard/Street setbacks maximizes this potential without sacrificing pedestrian safety. 'Project Narrative March 28, 2002 Page 4 of 5 d. Can be shown to be justified and required for the use and situation intended; and Conflicts between customer vehicles entering the parking lot and pharmacy drive-thru lanes and delivery vehicles would be significantly greater with a 15' maximum building setback from Sunset Boulevard NE. e. Will not create adverse impacts to other property(s) in the vicinity. Other similarly zoned properties in the vicinity have Front Yard / Street setbacks greater than the 15' maximum. The increased setback will provide increased visibility for vehicle and pedestrians at the intersection of Sunset Boulevard NE and NE 12th Street. Maximum Number of Required Parking Spaces (4-2-120A): The Zoning Code limits the maximum number of parking spaces for a retail use to not more than 5 per each 1,000 square feet of gross floor area. The maximum number of stalls for the proposed 13,555 sq. ft. store is 68 (13.555 X 5). The plans as submitted indicate 73. The 5 additional stalls proposed are located in a portion of the right-of-way in the northwest corner of the site. Granting a modification to exceed the maximum number of parking stalls is contingent upon approval of the variance request submitted with the Site Plan review application to allow parking in the right- of-way. The Decision Criteria for granting the Modification requires that the applicant demonstrate that the modification: a. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgement; and An increase of 5 parking stalls above the Code maximum will not impact the project's ability to meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements. b. Will not be injurious to other property(s) in the vicinity; and An increase in the amount of on-site parking reduces the demand for either on-street parking or overflow parking on abutting properties in peak parking conditions. XProject Narrative March 28, 2002 Page 5 of 5 c. Conform to the intent and purpose of the Code; and The purpose and intent of the Center Suburban (CS) zone is to "provide suitable environments for district-scaled retail and commercial development...that would serve more than one neighborhood, but not provide Citywide services." In order to serve customers from other neighborhoods a retail store must provide a parking lot with an ample number of parking stalls that are easily accessible. d. Can be shown to be justified and required for the use and situation intended; and Approximately 150 trips are generated in the PM peak hour based upon rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual 6th edition for Land Use Code (LUC) 881, Pharmacy / Drugstore with Drive-Through Window. Assuming a 20 to 30 minute shopping duration would indicate a PM peak parking demand of 50-75 parking stalls. The 5 additional parking stalls reduces the parking lot congestion in peak parking conditions. f. Will not create adverse impacts to other property(s) in the vicinity. An increase in the amount of on-site parking reduces the demand for either on-street parking or overflow parking on abutting properties in peak parking conditions. Walgreens 7355 RENTON DEVELOpp;E,� CITY OF Rci3Op.j Variance Request Justification 3.28.02 MAR 2 8 The plans submitted for Site Plan Approval — Level 1 require a variance to place Rylon,sigp and parking in the Sunset Boulevard NE right-of-way. Sunset Boulevard NE right-of-way encroachment for Pylon sign and parking stalls: Walgreens requests a variance to install a pylon sign, remove 3 deciduous trees and install landscaping (lawn) in the approximately 45 feet wide of right-of-way from the face of curb on the east side of Sunset Boulevard NE to the property line and to encroach approximately 5 feet into the right-of-way for 4 parking stalls in the northwest corner of the parking lot. A pylon sign and parking stalls for the existing businesses on-site, and other businesses to the south of the site, are encroaching in the right-of-way. Walgreens agrees to remove, at their sole expense, the proposed pylon sign and parking stalls when requested by the Washington State Department of Transportation for future road improvements. In order to approve a variance request, the Examiner/ Board must find that ALL the following conditions exist (applicants response is indicated by bold face typing): a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, and location or surroundings of the subject property; and the strict application of the Building & Zoning Code is found to deprive the subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification; The approximately 45 foot distance from the face of curb on the east side of Sunset Boulevard NE and the property line provides limited visibility for a pylon sign placed on the property. The parking stall encroachment occurs where the Sunset Boulevard right-of- way projects 15 feet into the property and is used for parking by the existing restaurant. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; Placement of the pylon sign in the right-of-way allows earlier recognition of the store thereby avoiding a rapid deceleration at the driveway location minimizing the potential for traffic congestion and / or accidents on Sunset Boulevard NE. The parking stall encroachment is so far from the Sunset Boulevard NE curb line to be noticed and is 10 feet from the back of the public sidewalk. Variance Request Justificati March 28, 2002 Page 2 of 2 c. The approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; and Because the approximately 45 foot distance from the face of curb to the property line occurs only on the east side of Sunset Boulevard NE, the proposed pylon sign location will be no closer to the street than properties on the west side of Sunset Boulevard NE. The properties on the east side of Sunset boulevard NE south of this site have the identical condition and are using the right-of-way for signage and parking. The 5 foot parking stall encroachment is less than the 15 foot encroachment by the existing restaurant. d. That the approval, as determined by the Hearing Examiner or Board of Adjustment, is a minimum variance that will accomplish the desired purpose. There is no alternative location available for the pylon sign to provide the desired visibility. The 5 foot parking stall encroachment is the minimum necessary to maintain the parking configuration and provide access around the building. The encroachment is less than the 15 foot encroachment by the existing restaurant. Walgreens 7355 RENTON Variance Request Justification DEVE,u 3.28.02 cirY ;,. oPl The plans submitted for Site Plan Approval — Level 1 require a variance to place a igiai eign and parking in the Sunset Boulevard NE right-of-way. Sunset Boulevard NE right-of-way encroachment for Pylon sign and parking stalls: Walgreens requests a variance to install a pylon sign, remove 3 deciduous trees and install landscaping (lawn) in the approximately 45 feet wide of right-of-way from the face of curb on the east side of Sunset Boulevard NE to the property line and to encroach approximately 5 feet into the right-of-way for 4 parking stalls in the northwest corner of the parking lot. A pylon sign and parking stalls for the existing businesses on-site, and other businesses to the south of the site, are encroaching in the right-of-way. Walgreens agrees to remove, at their sole expense, the proposed pylon sign and parking stalls when requested by the Washington State Department of Transportation for future road improvements. In order to approve a variance request, the Examiner/ Board must find that ALL the following conditions exist(applicants response is indicated by bold face typing): a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, and location or surroundings of the subject property; and the strict application of the Building & Zoning Code is found to deprive the subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification; The approximately 45 foot distance from the face of curb on the east side of Sunset Boulevard NE and the property line provides limited visibility for a pylon sign placed on the property. The parking stall encroachment occurs where the Sunset Boulevard right-of- way projects 15 feet into the property and is used for parking by the existing restaurant. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; Placement of the pylon sign in the right-of-way allows earlier recognition of the store thereby avoiding a rapid deceleration at the driveway location minimizing the potential for traffic congestion and / or accidents on Sunset Boulevard NE. The parking stall encroachment is so far from the Sunset Boulevard NE curb line to be noticed and is 10 feet from the back of the public sidewalk. ' variance Request Justificati March 28, 2002 Page 2 of 2 c. The approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; and Because the approximately 45 foot distance from the face of curb to the property line occurs only on the east side of Sunset Boulevard NE, the proposed pylon sign location will be no closer to the street than properties on the west side of Sunset Boulevard NE. The properties on the east side of Sunset boulevard NE south of this site have the identical condition and are using the right-of-way for signage and parking. The 5 foot parking stall encroachment is less than the 15 foot encroachment by the existing restaurant. d. That the approval, as determined by the Hearing Examiner or Board of Adjustment, is a minimum variance that will accomplish the desired purpose. There is no alternative location available for the pylon sign to provide the desired visibility. The 5 foot parking stall encroachment is the minimum necessary to maintain the parking configuration and provide access around the building. The encroachment is less than the 15 foot encroachment by the existing restaurant. Walgreens 7355 RENTON Construction Mitigation Description 3.28.02 • Proposed construction dates (begin and end dates): Begin: upon Building Permit issuance (+/-August, 2002) End: store opening (+/-January 2003) • Construction Hours of Operation: Monday—Friday: 7 AM to 8 PM Saturday: 9 AM to 8 PM Sunday: no construction • Proposed hauling/transportation routes: Sunset Boulevard NE will be used for all hauling/transportation routes. • Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics: Best Management Practices (BMP's) will be utilized, including: Dust, Erosion and Mud: Rock construction entrance, perimeter silt fence, catch basin inlet protection, visqueen covered stock piled soils, straw mulch,watering, etc... Traffic/Transportation: Hauling routes limited to Sunset Boulevard NE. Noise: Construction limited to hours approved by the City of Renton. • Any specialty hours proposed for construction or hauling (i.e. weekends, late nights:; None. • Preliminary traffic control plan: Sunset Boulevard NE to be used as haul route for deliveries and export of demolition materials and soils. Site to be fenced and access limited to construction personnel and deliveries. A portion of the site will be utilized as a staging area for construction materials. J. C,•: CITY OF RENTON MAR 28 • RECEIVED RZ 'I : FEB 0 7 2002 MEMORANDUM BUILDING DIVISION DATE: „? - TO: Construction Services, Fire Prevention, Plan Review, EDNSP, Project Planner FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: f,J LOCATION: 3 e c Pitt)2 NE 1„2 137- PREAPP NO. QS-E07 - ciS A meeting with the applicant has been scheduled for 1 / l , Thursday, e6 , in one of the 6th floor conference rooms (new City Hall). If thisriting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time_to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to / at least two (2) days before the meeting. Thank you. , /2" Ii:\Division.s\Develop.ser\Dev&Plan.ing\Template\Preapp2 Revised 9/00 . ® , CITY OF RENTON Tot FIRE PREVENTION BUREAU MEMORANDUM DATE: February 7, 2002 TO: Lesley Nishihira, Planner tt FROM: Jim Gray, Assistant Fire Marshal J1 a SUBJECT: Walbreens Renton, NE 12th 86 Sunset Blvd. NE Fire Department Comments: 1. The preliminary Fire flow is 1500 GPM which requires one fire hydrant within 150 feet of the building and one additional hydrant within 300 feet of the building. 2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee of $7,048.60 is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of the demolished buildings. 4. Separate plans and permits are required for the sprinkler and fire alarm systems. Please feel free to contact me if you have any questions. CITY OF RENTON MEMO UTILITY PLAN REVIEW TO: Lesley Nishihara FROM: Jan Illian DATE: February 18, 2002 SUBJECT: PREAPPLICATON REVIEW COMMENTS PREAPP NO. 02-013 Walgrens Drugs Corner of Sunset Blvd NE 12th Street NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 10-inch water main in Sunset Blvd and adjacent to the property along NE 12th . There is a 4-inch water main in Lynwood. 2. All new commercial construction shall have one fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 150 feet of the structure. Additional hydrants shall be located within 300 feet of the structure. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification in meeting these requirements. 3. Preliminary fire flow is 1,500 gpm. Two hydrants will be required. Additional hydrants and/or a loop system may be required. Derated fire flow in the vicinity is 2,500 gpm. 4. Existing hydrants will be required to be retrofitted with a quick disconnect Stortz fitting. 5. A fire sprinkler system is required. A separate utility permit and separate plans will be required for the installation of all double detector check valve assemblies for fire sprinkler systems. All devices installed shall be per the latest Department of Health "Approved List" of Backflow Prevention Devices. Civil plans should note: "Separate plans and utility permit for DDCVA installation for the Fire Sprinkler System will be required". DDCVA installations outside the building shall be in accordance with the City of Renton Standards. For DDCVA installations inside the building, applicant shall submit a copy of the mechanical plan showing the location and installation of the backflow assembly inside the mechanical room. Installation shall be in accordance with the City of Renton's requirements. DDCVA shall be installed immediately after the pipe has passed through the building floor slab. Installation of devices shall be in the horizontal position only. Walgren Drugs 6. The proposed project is located in the 350-water pressure zone and is inside Aquifer Protection Zone 2. Static pressure in the area is 80 psi. 7. Additional Water System Development Charges (SDC) may apply. A redevelopment credit will be given for existing water service connections on the site. SANITARY SEWER 1. There is an existing 8-inch sewer main in Sunset Blvd and Lynnwood Ave. There is also an 8-inch sewer main running through the site to south 2. Additional Sewer System Development Charges (SDC) may apply. A redevelopment credit will be given for existing water service connections on the site. 3. A sewer main extension will not be required. SURFACE WATER 1. There is existing storm drainage facilities in Sunset Blvd , NE 12th and Lynnwood Ave NE. 2. A storm drainage plan and drainage report is required. The drainage and report shall address all core and any special requirements as outlined in the King County Surface Water Design Manual (1990 edition). 3. No Surface Water System Development Charges are owing on this site TRANSPORTATION/STREET 1. There is existing sidewalk, curb and gutter fronting the property an all sides 2. Installation of additional streetlights may be required. 3. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 4. The traffic mitigation fee of $75 per additional generated daily trip shall be assessed as determined from the ITE trip generation manual. 5. A traffic study will be required for this project. The report shall-be prepared by a state licensed engineer containing elements and information as identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Sunset Blvd and NE 12th Street and NE 12th Street and Lynnwood. GENERAL COMMENTS 1. All construction utility permits for utilities; drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards, which are attached for reference. Plans shall be prepared by a licensed Civil Engineer. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is • Walgren Drugs 4. attached for your use, but prior to preparing a check, it is recommended to call 425-430- 7266 for a fee estimate as generated by the permit system 3. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. CC: Kayren Kittrick CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: February 21, 2002 TO: Pre-Application File No. 02-013 1i FROM: Lesley Nishihira, Senior Planner, x7270V SUBJECT: Walgreens on Sunset General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision- makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is located on the southeast corner of Sunset Boulevard NE and NE 12th Street. The property is currently developed with four existing buildings, which would be demolished as part of the proposal. The project would construct a 13,555 square foot building intended for use as a Walgreens drug store, along with associated utility, landscape and parking improvements. Four access driveways to the development would be provided — one on Sunset Boulevard NE (west property line), one on NE 11th Place (south property line), and two on Lynnwood Avenue NE (east property line). Zoning: The subject property is located within the Center Suburban (CS) zoning designation, as well as the Suburban Centers Residential Demonstration District — Area A and B. The intent of the CS zone is to provide for small-scale convenience retail/commercial centers intended to provide for basic retail and service needs of the adjacent area. The use of the site for retail and pharmacy use would be considered a primary permitted use in the CS zone, provided the site is developed in a manner that would be consistent with the surrounding area. Although located within the Residential Demonstration Districts, the proposal does not include a residential component and is, therefore, not subject to the additional development standards imposed by the overlay district. Development Standards: The proposal's compliance with the applicable CS zone development standards and parking regulations is addressed below: Lot Coverage - The CS zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking, or 75% if parking is provided within the building. The information provided did not include the total area of the site; therefore, staff was unable to verify the proposal's compliance with this requirement. Setbacks — The CS zone requires a minimum setback of 10 feet from all street frontages. In addition, a maximum setback of 15 feet also applies to the street facing facade of the building unless modified through the site plan review process by the reviewing official. On lots abutting more than one street, the maximum setback shall only apply to the primary street as determined by the reviewing official. In this case, Sunset Boulevard NE would be considered the primary Wa!greens on Sunset Pre-ApplicE Meeting File No. Pre-02-013 February 21, 2002 Page 2 of 4 street. Rear yard or interior side yard setbacks are not required unless abutting residentially zoned property, in which case a minimum 15-foot setback is required. Based on the site plan submitted, the proposal provides the minimum required setback along all four street frontages. However, the proposed building location would exceed the maximum setback permitted along the Sunset Boulevard frontage. The proposal would need to be revised in order to satisfy this requirement, or demonstrate compliance with specified criteria through the site plan review process (criteria attached). Staff would likely support the modification of this setback if the project demonstrates that it would comply with the intent and purpose of the CS zone as established by the development standards, as well as the policies established by the Comprehensive Plan. Landscaping — The CS zone requires a minimum on-site landscape width of 10 feet along all street frontages. When abutting an arterial, this requirement may also be satisfied by providing a minimum landscape width of 20 feet from the back of the sidewalk, whichever is less. The proposal does not appear to satisfy this requirement on any of the site's four street frontages. In addition, parking areas exceeding 10,000 square feet in area must provide a minimum of 5% of the parking area in landscaping that reduces the barren appearance of the lot. All landscaped areas must be a minimum width of 5 feet and include an underground irrigation system. Although the west property line is setback a considerable distance from the improved portions of the Sunset Boulevard right-of-way, when considering the location of the existing sidewalk the landscaping requirements discussed above must be installed on-site. Landscaped right-of-way beyond the sidewalk may not be counted towards the requirement. If landscaping the right-of- way is proposed in lieu of on-site improvements, approval of a variance from the Board of Adjustment would be necessary (see further discussion below). Building Orientation — All commercial uses in the CS zone are required to have their primary entrance and shop display windows oriented towards the street frontages. The formal application submittal would need to include architectural elevations to demonstrate compliance with this requirement. Maximum Gross Floor Area — The CS zone limits the maximum gross floor area of any single commercial use on a site to 65,000 square feet—which the proposal complies with. Height — The CS zone permits a maximum building height of SO feet The information provided did not include elevations depicting the height of the proposed ouiiding(s). Building height is measured from the mid-point of a pitched roof to the average finished grade and must be clearly indicated in the plans submitted for the land use application. Screening — Outdoor storage is not permitted in the CS zone. Outdoor loading, repair, maintenance or work areas, if any, must be screened from adjacent or_abutting residential properties with a fence, landscaping, landscaped berm, or combination thereof. All surface- mounted utility or mechanical equipment and rooftop equipment must be screened from public view. The provision of adequate screening will be carefully considered during the site plan review process, especially with regard to potential noise impacts from the drive through proposed to the rear of the building immediately adjacent to the future residential development. Dumpsters — Screening must also be provided for all garbage dumpsters and recyclable areas pursuant to RMC section 4-4-09007. Dumpsters are not permitted within required setback areas, as well as within 50 feet of a residentially zoned property. In addition, approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal of the formal land use application. The site plan application will need to include elevations and details on the proposed methods of screening. Pedestrian Access—A pedestrian connection is required to be provided from the public entrances of the buildings to the street frontages. The site plan does not include clearly defined or paved access ways that would comply with this requirement. The plans must be revised to address this requirement. Pre02-013\ Walgreens on Sunset Pre-Applica Meeting File No. Pre-02-013 February 21, 2002 Page 3 of 4 Parking/Circulation — The parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. The following ratio would be applicable to the project: • A minimum of 4 to a maximum of 5 spaces for every 1,000 square feet of floor area for retail or grocery store. Based on the proposed 13,555 square foot structure, a minimum of 54 to a maximum of 68 parking spaces would be required on the site. The proposal appears to provide 72 spaces for the . property, which is in excess of code requirements. In order to exceed the maximum amount of parking permitted by code, approval of a parking modification requested by the applicant with the formal land use application would be necessary. Staff would likely support such a request if the applicant is able to demonstrate the need for the proposed amount of spaces. The parking regulations specify standard stall dimensions of 9 feet by 20 feet and compact stall dimensions of 81/2 feet by 16 feet. Compact spaces are not allowed to exceed 30% of the required spaces and must be marked. An aisle width of 24 feet is required for 90 degree parking stalls. Stall lengths may also be reduced by 2 feet provided there is sufficient area to safely allow the overhang of a vehicle without protruding into required landscape areas. Drive through lanes are required to accommodate sufficient stacking space to handle peak business demands and shall not in any way obstruct the normal circulation pattern of the site. In addition, entrances and exits shall be located so as not to cause congestion in any public right-of-way. As currently proposed, the drive through lane appears to comply with these requirements. However, adequate stacking space must be accounted for and must not interfere with required parking areas. In addition, all loading areas must include a minimum clear maneuvering area in front of each door of 45 feet for grade level doors, or 100 feet fcr dock high doors. The elevations submitted with the land use application will need to indicate the type and location of any loading doors. It must also be demonstrated that the use of loading areas will not block the drive through lanes. Signage: Only one freestanding business sign (pole, monument/ground, projecting or roof) is permitted per street frontage for each individual parcel. Each sign shall not exceed an area greater than one and one-half square feet for each I heal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face if a two face sign). Pole signs are limited to the maximum height specified in the zone, or a maximum of 40 feet, whichever is less and must comply with the setback requirements of the zone. In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the facade to which it is applied is also permitted. In order to place a sign off-site and within the Sunset Boulevard right-of-way, approval of a variance from the Board of Adjustment would be necessary. Staff would likely support the request and would recommend that a restrictive covenant be established for maintenance and restoration purposes (in the event the right-of-way is improved). Prior to reviewing such a variance, the applicant would be required to demonstrate that the State Department of Transportation would authorize the use of the right-of-way as Sunset Boulevard is designated as a State Route. Permit Requirements: The proposal would require Artminictrative Site Plan and Environmental (SEPA1 Review. Both permits would be reviewed concurrently in an estimated timeframe of 6 to 8 weeks. The application fee for joint land use applications is full price for the most expensive permit (Site Plan at $1,000) and half off any subsequent permits ($500 for the Environmental Review). In addition, $0.34 per mailing label would be required for notification to surrounding property owners. Detailed information regarding the land use application submittal is provided in the attached handouts. If the applicant chooses to pursue a variance to allow the off-site landscaping and the sign in its proposed location, additional application requirements may be necessary. In addition, the variance would need to be considered by the Board of Adjustment during a public hearing. An additional fee of $250.00 would be required, as well as written justification for how the request Pre02-013\ • Walgreens on Sunset Pre-Appli i Meeting File No. Pre-02-013 February 21,2002 Page 4 of 4 would comply with the variance criteria (attached). The administrative approvals for the project would be conditioned upon the approval of the requested variances, with a requirement for revised plans in the event the variances are not obtained. The project narrative submitted with the formal land use application must address each of the variances requested, in addition to if any modifications (i.e., parking, setbacks) are being proposed. In addition to the required land use permits, separate building/demolition, construction and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any required appeal periods. Fees: In addition to the applicable land use, building, construction and sign permit fees, the following mitigation fees may be required prior to the issuance of building permits: 4c A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project with credit given for the existing uses; and, k A Fire Mitigation Fee based on $0.52 per square foot of new building area with credit given for the existing building areas. A handout listing all of the City's Development related fees is attached for your review. cc: Jennifer Henning Pre02-013\ IJUUL/uu4 ' U3/27/02 WED 17:28 FAX 253 47 `571 FATCO1002 1611111 �.�.. 6.1.11117 ��... G 8 !? g M i N i 7G5 THIRD in.5t%.•t•IL.G,\\•ASH.Q?'rA , • TI1S ACRSiXIIlfr mada rod entered Leto by end between GexATTB RIN•ON SHOPPING CEtalikE, 1NC., s Washington corporation, hereinafter referred to as "Seiler" and IOJIic.C11ER REALTY COMPANY. INC.. a Nevada corporation, hereinafter referred to as • • 1.. "Purehaser" • • W 12HESSET•ltt VltttflFAS the abate parties hive heretofore entered into a certain Contract of Sale executed by the parties On August 6, 1966, end September 12. 196L, respectively, • together with * certain Addendum tc Contract of Bale executed on August 30, 1966 and • • 7. September 12, 1966, respectively, providing for the tele Into Pureneger of the following • • described property, te.riti That portion of Block 12, of the Seplet of Blocks 12,13,14,36,37 h 38, corrected plat of Benton Nighlande No. 2 according to plat reeorded in Volume 59 of platy, page 52•.53, records of King County, Washington, more particularly described ■s tellowei - Coweeneint at the wort • e eterly corner of said Block 12, said point being the intersection of the Nortbeaeterly lire et "IC" Street and the Northwesterly lino at Block 12; thence if 35°42'0D' A along said Northwesterly-Tine"230;o0• '--_•• •.••••• • feet; thence S 56°1e'00" it 142.00 feet to the tree p-aint of beginning; thence N 30020'10" A 128.45 feet to a point on • lies peruilel to and • 130.00 feat dietent. saasend at right Jingles to said Northwesterly line of Block 12i thence N 35°42'00" S along said parallel line 70.00 IV' ' feet to the eolith lime of 12th Ave. N.1 theme S 88056'55" B along • maid south line 31.57 feet to this Northeast Corner of said Block 12; ;y:�: "• •,:•: thanes g 0°08'15' S along the East line of said Block 12 a distance of 129.37 feet to point which beers d 74°30'49" E frost the true point of beginning; thence S 74°30'49" W 242.69 feet to the true point of beginning, containing 12,000 square feet sore or less; (rs per that certain purvey by Eennsth J. Oyler dated July 21, 196(;, further reference being hereby had thereto), and WVEREAS pursuant to pareeraph■ 2, 3 end A of said "Addendum to Contract of • Sale" certain restrictione and cor.J ire ere to be eetabliulled attesting the strove • rn • described end adjoining properties of the pertiea and heretofore agreed end do hereby nrn • spree to estebiiah sews in the followinf manner, NO4 Y1diRl:Yt iii it fa hereby agreed• aC • and covenanted ea follows? y '' 1, Seller hereby give, end grants onto Purchaser the right, license and i • „ cel • • permit, sew to be non.excluaive, to use the relieving described ororerty fur ingress a and egress, pedestrian end vehicular, for the benefit of Purchaser, its customer*, �- • patrons and agents, over, unto and across the following property. towitt MAR-28-2002 09:27 206 615 3192 94% P.02 3 03/27/02 WED 17:29 FAX 255 47 71 FATCO .�nqL � �qs�r `71 O O J .$ j N r'''J''�M !tG-.� i 1xxy.,.. 'S,+t�,It'.-• a.♦ �F4."-f y,-ti,,,1 . •'*_'•..�:,;a i it. ,3_`'`"�� > ' �`�!�1.p,::,1 YyyL_.,rrv.•.ti:'. ri r l'^, r•, xt'4•ilr ;J,''.... j tf Ale:141 :1C-��afr` . t 71;� illS, '.`;�1 g S v ,:r..1 � 9 ��y .,..7. ��' a , K, r- ' *�.._,:it •!l.`•7'' iiii is s�.6,qi; 4-,vws -:! t 2..' •',4, 7vI .fi.i.''.1A,;.: V ,-,view a:. o,.. §, ,•tl t:.ti tit '.t,) '.�, .FSyA�l...rL�" . h. �'T•fM J(rw iI 1 -R: :i'�► r' ' ^;T 1r 1- L 7'i;' ? S. �i- 11� yq •�• ler-..t \ "'! .x,�4. ,•.J11✓Y.�w, jf ,6 aJ, 1.1.Mtr Y' .•..•. �' _ �,1_ - ,. 4 ,^ 7i•at That portioe of block 12, of ter rapist of cloaks 12.13,14,36,37 It 3a, -:�>;�,'.;..,,, wr'sorted plot of lteotoec N ghlan-0� No. Y a p •moo CeerQing to plat ,.card*r5 .E+iE.t;��•.. in Volosio 59 of plots, page S2,y3, :scorn, of sting :,u•cnty, :lashington, z., more particularly described at follow « cmaoe'ttcieg at the stoat '.T:f'•'t�.:. ' ' ti:,., wtterl7 corner et pail Mock 17, a.id poles Deist; cka Lorene-action ;,;� �•.+ •:•;; ;' ' =: of the Alorch•es[eely liar of ^[" Street *ad t►e gortb.sastacly lies ;+--: .. ' F of Block 12; Llama It 39°42'00` 3 along 0414 aler'tkl.esterly lips :::-•' "+ s 210.00 to the trite gnint of '.>�fiaiogl thexe comtim:mg N 35°42.00° It :..: �:- jaj m 0 , j !� : e 4U.OD 1 [hence S 54 Sd JC' It 1.12.001 thaw* ) 76 3a r•9" 6 102.69 ij.;,1.w.7•,.;�• �..:- to the 24at ltna of tail Mock 12; theists 9 06011'15" g along raid ., .wr'' •'-= Beat ,vine 20.71irsliji '; thanes 3 74°38'49" d 172.30'; thence t1 54°16,00" A = ":'-''~ ' y 135.39' to the tree paint of begiLAing, ,;'-_•_ - ~`' (at per that certain Servey prepared by Irhaetl J. Oyler dated 'a.%` Septasber 29, 19e6), M.;.A '•: ^!- and the foregoing to be for the porpoise of olloriig said Porchaaer proper Seel,' to ' ;:` v , Snnset 8ouleverl Bast; PROVIDED NCIJs41O [hat Se11* r reserves the right at any time - •r; ` , ,•r :!:• to relocate and roplac) tha aforeuid aces.• ors. as long as 3e11er furnitha. onto ' •:.... Purchas,r substantially egoloslent rain■ of inertia, and egress unto 9anaet 5ooleverd Kass, 2, Both patties norther agree sod covenant that se berrisru, noncom, enuring . • • • unions coquetted or drainage or slower purposes, or ob•trectics nisi] be erected between the parcel of property hsreivaboye described and sold sato Parch•mer, end 3.11ar't . premise' located immediately to the sweat tbreof sod now pcom.:tly occupied by end ,�•' Sewed to Jack 3UWct, at iu, d/b/R "Jeek'a Driv .1e" rwetaoreet. • 3. it in further agreed that there shell be somorxelisoitie community parking batvoes Purchap.r sod Seller's tenant located to the Ve.t of maid P4rch•ear'a .. • property (Jack's Driveoln reotsnraot), for the benefit of their respective cuet°mer' and ag.nts,.nd !ueh e•msoity parkin to be loe•tad ore a +.. 1< portion of Pnrc6star'� property consisting of not lest than pier (6) perking atolls locstsdalnog the eooth .ptsrly line of Putcha.er's property, and en a portion of Seller's tanaot's leaped premises connoting •• -" - ' :Tb ' of no: lest than eight (8) atoll*, located immediately +mot of the vest T ins of a.ii Purenassr'■ property, and all as :tore plrticwlsrly described in that certaih ■tore i.R. .�•w ms building pier prepared by Chatter L. Lindsay, architect, undat date of June 14, 1966, :c.; '.:•,-..:_ •s • rt: further rafarence hereby had thereto, for tha perpose of to-•tiog the arts of ouch +:',' community oarkint. The purpose of this pcovi.loe is to allow each of the partial, r mm within the limit, hereinsbove set Corth, the full utilization of such perking ors* •;•..t r . .:.rt =• ;.' ''.I�::psi"..�14",.:.:•• '.:•ten.;. •.: for the benefit Ord convenience of their respective euttorrs and each party agrees • • • and covenants to cooperate folly to effectuate 'ha taros hereof. '..liars tenon; +;r afvrasl;d, by .F: Lrinc h.il e:gr*tute t'O thisA,rar.cserl, tl`.ereb si n12id. h '� '- '.'r.' MAR-28-2002 09:28 206 615 3192 94% P.03 WED 1 9 25a 47 71 -- FATCO --- z 1 j004 O'3i27/02 7 2 FAX • ..Fry-t; 'S.= -• -f` :c" :41.-',., • �;� 1,•.'.1�'• :"1l .L<,:' r�r• `st ~.y.,,:' 11 .14•r':•!, "�e'�t'+�,a ;'^.:Y�. .fit.' .:��.,.irsa e� ht�' c``Y�i.I^ _.,'ti.,.;� M. "tl,�:•-'S,• ,.yir,;„'cyl ..r-�,.r.:, �a1Slttyl.� a �y►''i'-'?. .T �r _�:l•-. 'r-''-''-R 4.o-. .. M1t.rg•.!;: Y4ri::: _ •_,..�L , :v�`..... y., i�..-&,�t o -ytt r f 's .. � _ .•s, .:. _' r;; ��� :.' F,.. _.`•N.'••;,..•.;, 1 .."�." t y.. � r�`t.- ::K'yRh�.'tL 1' :, +' - ok� ! �r-�tt ..,s . •+•.. t -Y, #;tic to r' s. +. .i n r•,. ♦_` .�• ���, =L•. • ;a~ .RZ �(D1 ehf3i t:?. - �:._ __.. ';" ;,, a-,; to the provision of this parsltraph. tiy , Tt•m tore7otnr, pravtoton .n.1 •,e.rrlctlona elc.1: :No Ind r-nstttato ce - r.enta ";I.4-i'i{t%i ti+e-. - ;.•4.% :-` runnibg vtth the land, 1N WITNESS IMP/ELF the partia• hereto ser their hands end .c.ls Chi,. r..y / hay of October, 1966, • • ;,' ;- . • - GREATEN RENTON SHOPPING CENTERS, Inc. 16t Ito!®t Rut LTY CUaP*JI ,'1PC. • By—, r praoldant BT :eo '� , t g y /'``\`. �-1.` G - By } •-• . • SEa.�u ( t'tlACtiili$S •, • • - Approved as to paragraph 3 (Cossounity Perkins). • . e'''/� c:1_c t:r Trek 4tee.srt, Tenant • . , r . --- STATE OF WA ,.NcTo7:) ) 1a cetIMTY cr- KING ) • on this , . •k day of October, 1566, before me, the andateipnad, a Motary Public in'ind for the State of Waantngtan. duly eoasiaatutted end worn personally appeared ✓r.w. Lmr0 and GJ: AkD M. S1cKt1AN, tow known to be the President and Seer•►cry, respect- • .4velyt:et GELATT& R 1M15 SHOPPING CYtaralts, INC., the corporation that executed the -XorsattagArtetclam• ant, and acknowledged the said inetruetent to he the Free and ooluntery • `;act and,said'Elf ,sold corporation, for the uses and par porno a thereir, mentioned, one on • oteril gtatteel•tttier-they were authorized to*Item Ls the emu Lostrvelant end that too sisal • itfir.E•is.Ito torporete /er•) of said corporation. . ' "WITNESS ray hand end official reel hereto affixed the day end veer in this •. cettlf(cete above written. Notary hubl is in and For the,St*iq olr• - Wa!htnstoo, residing, et .Lenten. STA're t:r TFX1... l ) sic • .. r ou u:ry ne . . • !lh t'-:r Jay Ot uc bob*r, 1i et,, before me, the nndersifo•ci, . Notary ;'tit:1 it , in +nd lur the .,titu p' 1' Thirn9fun, duly r.yminio ned an4 .Vorn yer.unel ty nl.ota Fred to tee Sewn to ew the . • , respectively. of KJjK.i..-Hu:F BiALTY CU4'A'NY, irl,:,, rho corporut ion th.ir erecvtsd the fotegeir,R instrument, ant' acknowledged the said ,nstrutect to be the Free oai voluntary act and deed ct said corporal ion, for the n.oca sr;C Turpoass therein ____ mentioned, end on oath stated that they .ore authorized to execute the sail instrument •rd that the ea•1 .tCLxed is tnc c,.rpornte seal ot. maid curl.rr.tirr. '• VITi4KSS eve hind an.) utf.71... cer: `eretc e!f l�ted tho d.y and yen:. :. •hiI . • certti irate •Dose vi uteri. ;i.e. • ' Mary I''uhllc I:, and fur 'ha �rnte oc -'• ,. .. .1.... - S e e l:let, .I r.• l.:.4.:::.;‘,.;.•1.-:•.- q MAR-29-2002 09:29 206 615 3192 94% F'. 4 DEVELOPMENT SERVICES DIVISION WAIVER OF SUtsiVIITTAL REQUIREMENTS i-OR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED REQUIREMENTS: BY: BY: COMMENTS: Calculations, Survey 1 Density Work sheet 4, Drainage Control Plane .............. ... ..................... ... ................ . ................ Drainage Report 2 Elevations, Architectural 3 AND 4 Elevations, C rading 2 Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy)4 Flood Plain Map, if applicable,' Floor Plans 3 AND 4 Geotechnical Report 2 AND 3 Grading Plan, Conceptual 2 Grading Plan, Detailed 2 King County Nssessor's Map.<lndicating Site 4 Landscaping Plan, Conceptual 4 Legal Description 4 List of Surrounding Property Owners 4 Mailing Labe s for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form Monument C 3rds (one per monument) 1 Parking, Lot 13overage & Landscaping Analysis 4 Plan Reducti ms (PMTs)4 Postage 4 Preapplicatiol Meeting Summary 4 Public Works Approval Letter 2 Rehabilitatior Plan 4 This requirement may waived by: 1 1. Property Services Section PROJECT NAME: D 2. Public Works Plan Review Section �fqr�r v�CJ l33' 3. Building Section DATE: 4. Development Planning Section DEVE_v. Cliff OF HEN'OP"• MAR 2 h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: RgQUIREMENTS: BY: BY: Screening Detail r. .- Street Profiles 2 Title Report or PIat Certificate 4 Topography Map I5'contours)3 Traffic Study 2 Tree CuttingNeglation Clearing Plan 4 Urban Center Design Overlay District Report 4 Utilities Plan, Generalized 2 Wetlands Delineation Map 4 Wetlands Planting Plan 4 Wetlands Study 4 I� Wireless: Applicant Agreement Statement 2AND 3 Inventory of Existing Sites 2AND3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View ea 2 AND 3 Photosirnulati s 2AND3 This requirement rhay be waived by: �Q 1. Property Services Section PROJECT NAME: re 1 RQ/ A. 2. Public Works P.an Review Section 3. Building Section DATE: 4. Development P anning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 March 20, 2002 I, Terri Nugent, prepared the following 300' search for parcel numbers 722790-0019,0018,0020,0021,0015 using current title company records. Thank You, 17/AA'erti S 1 AMER, TERRI NUGENT Senior Customer Service Representative Regional Commercial Division First American Title Insurance Company 2101 FOURTH AVENUE, SUITE 800 • SEATTLE, WASHINGTON 98121 (206)728-0400 FAX: (206)728-7223 1-800-826-7718 DIRECT LINE: (206)448-6243 E-MAIL:tenngent@firstam.com M-1,r? r fill/ `r (Individual) STATE OF WASHINGTON } I SS. County of King } I certify that I know or have satisfactory evidence that Terri Nugent (is/are) the person(s) who appeared before me, and said person(s) acknowledged that(he/she/they) signed this instrument and acknowledged it to be(his/her/their)free and voluntary act for the uses and purposes mentioned in this instrument. DATED: March 21,2002 --64-.. .-- 21.,0...),,,„__ Name(typed or printed): B. E izabeth Thompson NOTARY PUBLIC in and for the State of Washington �,; „ , .., , Residing at Seattle B.ELIZAEE 4`1 H0:1-SON My appointment expires: 06/19/03 NOTARY PUBLiC STATE OF WASHINGTON COMMISSION EXPIRES JUNE 19, 2003 • * -d troScan / King (WA) - * Owner :Louie Family Llc Parci :042305 9080 Site :3160 NE Sunset Blvd Renton 98056 Xfered :01/05/2000 Mail :3160 NE Sunset Blvd Renton Wa 98056 Price . Use :060 Com,Shopping Center,Neighborhood Phone .• Bedrm: Bath: TotRm: YB:1977 Pool: BldgSF:14, 412 Ac:3.04 * : MetroScan / King (WA) * Owner :Thrifty Payless Inc Parcel :042305 9095 Site :3124 NE Sunset Blvd Renton 98056 Xfered :04/02/1999 Mail :PO Box 8431 Harrisburg Pa 17105 Price :$335,000 Full Use :101 Com,Retail Store Phone .• Bedrm: Bath: TotRm: YB:2000 Pool: BldgSF:16,755 Ac:1.76 * : MetroScan / King (WA) * Owner :Ferrelli Daniel J/Helen J Parcel :042305 9096 Site :3155 NE Sunset Blvd Renton 98056 Xfered :02/05/1998 Mail :10115 214Th Ave NE Redmond Wa 98053 Price :$480,000 Full Use :101 Com,Retail Store Phone :425-868-8528 Bedrm: Bath: TotRm: YB:1982 Pool: BldgSF:4,754 Ac: .66 * : MetroScan / King (WA) * Owner :Zi Corporation Parcel :042305 9155 Site :3123 NE Sunset Blvd Renton 98056 Xfered :03/02/2000 Mail :4044 NE Sunset Blvd Renton Wa 98056 Price :$250,000 Full Use :309 Vacant,Commercial Phone . Bedrm: Bath: TotRm: YB: Pool: BldgSF: Ac: .39 * : MetroScan / King (WA) * Owner :Brian Wood Corp Parcel :042305 9169 Site :3224 NE 12Th St Renton 98056 Xfered :08/15/2001 Mail :PO Box 503 Renton Wa 98057 Price :$285,000 Use :101 Com,Retail Store Phone . Bedrm: Bath: TotRm: YB: 1955 Pool: BldgSF:2,792 Ac: .30 * : MetroScan / King (WA) * Owner :Jaffe Steven L & Sandra L Parcel :042305 9182 Site :3218 NE 12Th St Renton 98056 Xfered :02/27/1990 Mail :4575 Somerset P1 SE Bellevue Wa 98006 Price :$200,000 Use :122 Off,Medical,Dental Phone . Bedrm: Bath: TotRm: YB:1980 Pool: BldgSF:5,325 Ac: .24 * : MetroScan / King (WA) * Owner :Vir Hari K/Kiran B Parcel :042305 9316 Site :3232 NE 12Th St Renton 98056 Xfered :08/29/1997 Mail :3232 NE 12Th St Renton Wa 98056 Price :$145,000 Full Use :002 Res,Single Family Residence Phone . Bedrm:4 Bath:2.00 TotRm: YB:1955 Pool: BldgSF:2,760 Ac: . 34 * : MetroScan / King (WA) * Owner :R I C 21 Ltd Parcel :042305 9317 Site :3213 NE Sunset Blvd Renton 98056 Xfered :09/15/1987 Mail :645 E Missouri Ave #400 Phoenix Az 85012 Price :$530,000 Use :101 Com,Retail Store Phone . Bedrm: Bath: TotRm: YB: 1977 Pool: B1dgSF:5, 668 Ac: .51 * : MetroScan / King (WA) * Owner :Lalanga Ireneo V/Susan Parcel :042540 0040 Site :1150 Monroe Ave NE Renton 98056 Xfered :02/16/1999 Mail :1722 Harrington Ave NE Renton Wa 98056 Price :$171,800 Full Use :002 Res,Single Family Residence Phone :425-255-2684 Bedrm:5 Bath:1.75 TotRm: YB:1958 Pool: BldgSF:2,280 Ac: .14 * : MetroScan / King (WA) * Owner :Schaff Craig Parcel :092305 9170 Site :1170 Monroe Ave NE Renton 98056 Xfered :11/23/1999 Mail :1170 Monroe Ave NE Renton Wa 98056 Price :$75, 000 Partial Use :002 Res,Single Family Residence Phone . Bedrm:2 Bath:1.00 TotRm: YB:1955 Pool: BldgSF:1, 190 Ac: .17 * : MetroScan / King (WA) * Owner :Nguyen Khanh Q;Vo Hanh H Parcel :285480 0030 Site : 1082 Lynnwood Ave NE Renton 98056 Xfered :07/02/1999 Mail :1082 Lynnwood Ave NE Renton Wa 98056 s•,., Price ' :$167, 999 Full Use :002 Res,Single Family Residence DEVri— Bhone . Bedrm:3 Bath:1.00 TotRm: YB:1959 Pool: BldgSF:2, 660 Ac: .17 iv ` Information compiled from various sources.Real Estate olutions'md✓teg eta representations or warranties as to the accuracy or completeness of inf&iuetli�ti contained in this report. * -4troScan / King (WA) - * Owner :Ballard Doug L Parci :285480 0035 Site : 1078 Lynnwood Ave NE Renton 98056 Xfered : 10/31/1995 Mail :2216 NE 27Th St Renton Wa 98056 Price :$109, 000 Full Use :002 Res, Single Family Residence Phone :425-430-0979 Bedrm:3 Bath: 1.00 TotRm: YB:1960 Pool: BldgSF: 1, 020 Ac: .17 * : MetroScan / King (WA) * Owner :Hodge Margaret L Parcel :285480 0040 Site : 1074 Lynnwood Ave NE Renton 98056 Xfered :07/03/1985 Mail : 1074 Lynnwood Ave NE Renton Wa 98056 Price :$58, 000 Use :002 Res,Single Family Residence Phone :425-277-0183 Bedrm:2 Bath: 1.00 TotRm: YB: 1961 Pool: BldgSF: 950 Ac: . 17 * : MetroScan / King (WA) * Owner :West Curtis A & Hedy E Parcel :285480 0130 Site :3109 NE 11Th P1 Renton 98056 Xfered : 10/17/1985 Mail :222 Queen Anne Ave N Seattle Wa 98109 Price :$204, 600 Use :005 Res, Fourplex Phone :206-213-0118 Bedrm: Bath: TotRm: YB:1985 Pool:No BldgSF:7, 538 Ac: .22 * : MetroScan / King (WA) * Owner :West Curtis & Hedy E Parcel :285480 0135 Site :3101 NE 11Th P1 Renton 98056 Xfered : 10/17/1985 Mail :222 Queen Anne Ave N Seattle Wa 98109 Price :$204, 600 Use :005 Res, Fourplex Phone :206-213-0118 Bedrm: Bath: TotRm: YB:1985 Pool:No BldgSF:7, 691 Ac: . 18 * : MetroScan / King (WA) * Owner :Brown Frederick R E & M E Parcel :285480 0140 Site :1080 Kirkland Ave NE Renton 98056 Xfered . Mail :807 179Th Ct NE Bellevue Wa 98008 Price . Use : 122 Off,Medical, Dental Phone : 425-746-1680 Bedrm: Bath: TotRm: YB:1980 Pool: BldgSF: 6, 704 Ac: .23 * : MetroScan / King (WA) * Owner :Brown Frederick E Parcel :285480 0145 Site :1080 Kirkland Ave NE Renton 98056 Xfered . Mail :807 179Th Ct NE Bellevue Wa 98008 Price . Use :159 Pub, Parking,Associated Phone :425-746-1680 Bedrm: Bath: TotRm: YB: Pool: B1dgSF: Ac: .30 * : MetroScan / King (WA) * Owner :Kocisko Philip S/Cheryl Parcel :285480 0260 Site : 1069 Lynnwood Ave NE Renton 98056 Xfered :05/22/2000 Mail :1069 Lynnwood Ave NE Renton Wa 98056 Price :$196,200 Full Use :002 Res,Single Family Residence Phone . Bedrm: 4 Bath: 1.00 TotRm: YB: 1959 Pool: BldgSF:2, 340 Ac: .26 * : MetroScan / King (WA) * Owner :Sharpsteen W C Parcel :285480 0265 Site :1075 Lynnwood Ave NE Renton 98056 Xfered . Mail :1075 Lynnwood Ave NE Renton Wa 98056 Price . Use :002 Res,Single Family Residence Phone : 425-255-3129 Bedrm:3 Bath: 1.75 TotRm: YB: 1961 Pool: BldgSF:2, 200 Ac: .23 * : MetroScan / King (WA) * Owner :White Roy D/Donna P Parcel :285480 0270 Site :1081 Lynnwood Ave NE Renton 98056 Xfered : 01/26/1996 Mail : 1081 Lynnwood Ave NE Renton Wa 98056 Price . Use :002 Res,Single Family Residence Phone : 425-226-1998 Bedrm: 6 Bath:2.00 TotRm: YB: 1961 Pool: BldgSF: 4,280 Ac: .25 * : MetroScan / King (WA) * Owner :Beckley Mark D/Pamela M;+ Parcel :382530 0010 Site : 1160 Monroe Ave NE #A1A Renton 98056 Xfered :05/29/2001 Mail : 1160 Monroe Ave NE #A1 Renton Wa 98056 Price :$174, 950 Use :000 *Unknown Use Code* Phone . Bedrm: 3 Bath:2.50 TotRm: YB:1996 Pool:No BldgSF: l, 539 Ac:1.05 * : MetroScan / King (WA) * Owner :York Antonio M Parcel :382530 0020 Site : 1160 Monroe Ave NE #A2A Renton 98056 Xfered :05/31/1996 Mail : 1160 Monroe Ave NE #A2 Renton Wa 98056 Price :$138, 950 Full Use :000 *Unknown Use Code* Phone :425-254-8731 Bedrm: 3 Bath:2.50 TotRm: YB: 1996 Pool:No BldgSF: 1, 539 Ac: 1.05 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * 4 detroScan / King (WA) - * Owner :Bright Ina P Parc :382530 0030 Site : 1160 Monroe Ave NE #A3A Renton 98056 Xfered : 11/21/1995 Mail : 1160 Monroe Ave NE Renton Wa 98056 Price :$89, 950 Use :000 *Unknown Use Code* Phone : 425-235-2320 Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Grisius Dona M Parcel :382530 0040 Site :1160 Monroe Ave NE #A4A Renton 98056 Xfered :08/17/2001 Mail :1160 Monroe Ave NE #A4 Renton Wa 98056 Price :$144, 500 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Wright Patrick & Rebecca Parcel :382530 0050 Site :1160 Monroe Ave NE #A5A Renton 98056 Xfered : 11/30/2001 Mail : 1160 Monroe Ave NE #5-A Renton Wa 98056 Price :$145, 000 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No B1dgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Brown Joyce B Parcel :382530 0060 Site : 1160 Monroe Ave NE #A6A Renton 98056 Xfered :03/28/2001 Mail : 1160 Monroe Ave NE Renton Wa 98056 Price :$143, 000 Use :000 *Unknown Use Code* Phone :425-793-1787 Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No B1dgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Robinson Darlene F Parcel :382530 0070 Site : 1160 Monroe Ave NE #B1B Renton 98056 Xfered :05/12/2000 Mail : 1160 Monroe Ave NE #Bl Renton Wa 98056 Price :$174, 500 Full Use :000 *Unknown Use Code* Phone . Bedrm:3 Bath:2.50 TotRm: YB: 1996 Pool:No BldgSF: 1, 198 Ac: 1.05 * : MetroScan / King (WA) * Owner :Tanaka Nami Parcel :382530 0080 Site : 1160 Monroe Ave NE #B2B Renton 98056 Xfered : 07/16/1996 Mail : 1160 Monroe Ave NE #B2 Renton Wa 98056 Price :$124, 950 Full Use :000 *Unknown Use Code* Phone . Bedrm:3 Bath:2.50 TotRm: YB:1996 Pool:No B1dgSF: 1, 198 Ac: 1.05 * : MetroScan / King (WA) * Owner :Dulhanty Timothy/Charlene;+ Parcel :382530 0090 Site : 1160 Monroe Ave NE #B3B Renton 98056 Xfered :05/11/2001 Mail : 1160 Monroe Ave NE Renton Wa 98056 Price :$164, 000 Use :000 *Unknown Use Code* Phone . Bedrm:3 Bath:2.50 TotRm: YB:1996 Pool:No B1dgSF: 1, 198 Ac:1.05 * : MetroScan / King (WA) * Owner : Zee Linda Y Parcel : 382530 0100 Site : 1160 Monroe Ave NE #B4B Renton 98056 Xfered : 10/10/1995 Mail : 1160 Monroe Ave NE #B4 Renton Wa 98056 Price . Use :000 *Unknown Use Code* Phone :425-430-0273 Bedrm:3 Bath:2.50 TotRm: YB:1996 Pool:No B1dgSF: 1, 198 Ac: 1.05 * : MetroScan / King (WA) * Owner :Xiangchu Gu Parcel :382530 0110 Site : 1160 Monroe Ave NE #C1C Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #C1 Renton Wa 98056 Price :$130, 950 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.50 TotRm: YB: 1996 Pool:No BldgSF: 1, 248 Ac: 1.05 * : MetroScan / King (WA) * Owner :Dengyin Xu Parcel : 382530 0120 Site : 1160 Monroe Ave NE #C2C Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #C2 Renton Wa 98056 Price :$94, 950 Use :000 *Unknown Use Code* Phone . Bedrm: l Bath:1.00 TotRm: YB:1996 Pool:No BldgSF: 912 Ac: 1.05 * : MetroScan / King (WA) * Owner :Yigan Ye Parcel :382530 0130 Site : 1160 Monroe Ave NE #D1D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D1 Renton Wa 98056 Price :$134, 950 Use :000 *Unknown Use Code* Phone . Bedrm:3 Bath:2.50 TotRm: YB:1996 Pool:No BldgSF: 1, 539 Ac: 1.05 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * 4etroScan / King (WA) - * Owner :Shuangquan Li Parc :382530 0140 Site : 1160 Monroe Ave NE #D2D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D2 Renton Wa 98056 Price :$136, 950 Use :000 *Unknown Use Code* Phone . Bedrm:3 Bath:2.50 TotRm: YB:1996 Pool:No BldgSF: 1, 539 Ac: 1.05 * : MetroScan / King (WA) * Owner :Rui Liang Parcel :382530 0150 Site : 1160 Monroe Ave NE #D3D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D3 Renton Wa 98056 Price :$91, 950 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac:1.05 * : MetroScan / King (WA) * Owner :Jiangao Zhu Parcel :382530 0160 Site : 1160 Monroe Ave NE #D4D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D4 Renton Wa 98056 Price :$106, 950 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Haiming Cui Parcel : 382530 0170 Site : 1160 Monroe Ave NE #D5D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D5 Renton Wa 98056 Price :$92, 950 Use : 000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Weiyi Xu Parcel :382530 0180 Site : 1160 Monroe Ave NE #D6D Renton 98056 Xfered : 10/23/1995 Mail : 1160 Monroe Ave NE #D6 Renton Wa 98056 Price :$102, 950 Use :000 *Unknown Use Code* Phone . Bedrm:2 Bath:2.00 TotRm: YB: 1996 Pool:No BldgSF: 957 Ac: 1.05 * : MetroScan / King (WA) * Owner :Tosco Corporation Parcel :722780 0285 Site :3002 NE Sunset Blvd Renton 98056 Xfered : 12/28/1993 Mail :72 Cummings Point Rd Stamford Ct 06902 Price :$3, 585, 644 Full Use : 168 Pub,Convenience Store,Gas Phone . Bedrm: Bath: TotRm: YB: 1992 Pool: BldgSF: 1,200 Ac: . 46 * : MetroScan / King (WA) * Owner :U S Bank Corporate Props Parcel :722780 1206 Site :2950 NE Sunset Blvd Renton 98056 Xfered . Mail :2800 E Lake St Minneapolis Mn 55406 Price . Use : 162 Pub,Bank Phone .• Bedrm: Bath: TotRm: YB: 1972 Pool: BldgSF:5, 894 Ac: .71 * : MetroScan / King (WA) * Owner :Greater Hilands Parcel :722780 1406 Site : 1171 Kirkland Ave NE Renton 98056 Xfered :08/31/2000 Mail : PO Box 53290 Bellevue Wa 98015 Price :$480, 000 Full Use : 189 Pub, Postal Services Phone . Bedrm: Bath: TotRm: YB:1960 Pool: BldgSF:5, 348 Ac: . 64 * : MetroScan / King (WA) * Owner :Lee Tien-Cheng;Chen Hsiang-Lan Parcel :722790 0016 Site :3005 NE Sunset Blvd Renton 98056 Xfered : 03/27/1997 Mail : 17433 NE 38Th St Redmond Wa 98052 Price :$325, 000 Full Use : 106 Off,Office Building Phone . Bedrm: Bath: TotRm: YB:1979 Pool: BldgSF:3, 890 Ac: .39 * : MetroScan / King (WA) * Owner :Hall Robert A Parcel :722790 0017 Site : 1124 Kirkland Ave NE Renton 98056 Xfered . Mail : 10510 SE 27Th St Bellevue Wa 98004 Price . Use : 122 Off,Medical, Dental Phone :425-822-0782 Bedrm: Bath: TotRm: YB:1959 Pool: BldgSF:3, 201 Ac: .45 * : MetroScan / King (WA) * Owner :Sandleman Sanford Parcel :722790 0094 Site :2825 NE Sunset Blvd Renton 98056 Xfered :09/23/1985 Mail :77 Tarrytown Rd White Plains Ny 10607 Price :$36, 500 Use : 101 Com,Retail Store Phone . Bedrm: Bath: TotRm: YB: 1964 Pool: BldgSF: 16, 416 Ac: 1. 60 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * KetroScan / King (WA) - * Owner :Pacific Nut Company I Parc :722790 0095 Site :2833 NE Sunset Blvd Renton 98056 Xfered :07/15/1999 Mail : 15732 Tustin Village Way Tustin Ca 92780 Price :$300, 000 Full Use : 101 Com,Retail Store Phone . Bedrm: Bath: TotRm: YB:1981 Pool: BldgSF:3, 200 Ac: .34 * : MetroScan / King (WA) * Owner :Ossenkop Dennis G Parcel :773610 0015 Site :3316 NE 12Th St Renton 98056 Xfered . Mail :3316 NE 12Th St Renton Wa 98056 Price . Use :002 Res,Single Family Residence Phone :206-241-2117 Bedrm: 4 Bath: 1.50 TotRm: YB:1957 Pool: BldgSF:2, 600 Ac: .31 * : MetroScan / King (WA) * Owner :Jenkins William C Parcel :780130 0010 Site : 3233 NE 12Th St #101 Renton 98056 Xfered :02/29/1988 Mail : 3233 NE 12Th St #101 Renton Wa 98056 Price . Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 842 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Hart Aaron Parcel :780130 0020 Site :3233 NE 12Th St #102 Renton 98056 Xfered : 10/02/1998 Mail : 3233 NE 12Th St #102 Renton Wa 98056 Price :$61, 000 Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF:850 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Reddy Chad Parcel :780130 0030 Site :3233 NE 12Th St #103 Renton 98056 Xfered . Mail : 16277 SE 63Rd St Bellevue Wa 98006 Price . Use :020 Res,Condominium Phone :425-644-0507 Bedrm:2 Bath:1.00 TotRm: YB: 1980 Pool:No BldgSF:851 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Anderson Alan F Parcel :780130 0040 Site :3233 NE 12Th St #104 Renton 98056 Xfered : 04/28/2000 Mail :3233 NE 12Th St #104 Renton Wa 98056 Price :$63, 450 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 678 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Fenkner Tina Lea Parcel :780130 0050 Site :3233 NE 12Th St #105 Renton 98056 Xfered :07/01/1994 Mail :3233 NE 12Th St #105 Renton Wa 98056 Price :$45, 750 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 678 Ac: 1.69 * : MetroScan / King (WA) * Owner :Chesak David/Roxanne Parcel : 780130 0060 Site :3233 NE 12Th St #106 Renton 98056 Xfered : 10/23/2001 Mail :3233 NE 12Th St #106 Renton Wa 98056 Price :$84, 900 Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF:861 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Gibson Judith H Parcel :780130 0070 Site :3233 NE 12Th St #107 Renton 98056 Xfered : 10/04/1991 Mail :3233 NE 12Th St #107 Renton Wa 98056 Price :$40, 100 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:861 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Gillespie Ruby A Parcel :780130 0080 Site : 3233 NE 12Th St #108 Renton 98056 Xfered :06/25/1999 Mail : 3233 NE 12Th St #108 Renton Wa 98056 Price :$49, 950 Full Use : 020 Res,Condominium Phone . Bedrm: 1 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF: 678 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Reddy Chad Parcel :780130 0090 Site :3233 NE 12Th St #109 Renton 98056 Xfered . Mail : 16277 SE 63Rd St Bellevue Wa 98006 Price . Use :020 Res,Condominium Phone :425-644-0507 Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF:861 Ac: 1. 69 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * MetroScan / King (WA) - * Owner :Francis Jason L/Linda Parc :780130 0100 Site :3233 NE 12Th St #110 Renton 98056 Xferea :06/21/2000 Mail :3233 NE 12Th St #110 Renton Wa 98056 Price :$87, 900 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:861 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Reddy Chada S Parcel :780130 0110 Site :3233 NE 12Th St #111 Renton 98056 Xfered . Mail :3919 SW 313Th St Federal Way Wa 98023 Price . Use :020 Res,Condominium Phone .• Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 678 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Nelson B Sonia Parcel :780130 0120 Site :3233 NE 12Th St #112 Renton 98056 Xfered : 10/15/1997 Mail :3233 NE 12Th St #112 Renton Wa 98056 Price :$47, 000 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 678 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Palmer Marcus L Parcel :780130 0130 Site :3233 NE 12Th St #113 Renton 98056 Xfered : 09/30/1993 Mail : 3233 NE 12Th St #113 Renton Wa 98056 Price :$55, 000 Full Use : 020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:861 Ac: 1. 69 * : MetroScan / King (WA) * Owner : Paderes Galen Parcel :780130 0140 Site :3233 NE 12Th St #114 Renton 98056 Xfered :09/15/1999 Mail : 3233 NE 12Th St #114 Renton Wa 98056 Price :$75, 000 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:850 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Long Brenda Lee Parcel :780130 0150 Site : 3233 NE 12Th St #115 Renton 98056 Xfered :01/29/1998 Mail : 3233 NE 12Th St #115 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm:2 Bath: 1. 00 TotRm: YB: 1980 Pool:No BldgSF: 837 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Deubose Edgar L/Linda Parcel :780130 0160 Site :3233 NE 12Th St #201 Renton 98056 Xfered : 04/02/1999 Mail :3233 NE 112Th St #201 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 855 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Petrov Anatoly Parcel : 780130 0170 Site : 3233 NE 12Th St #202 Renton 98056 Xfered :07/08/1998 Mail :3233 NE 12Th St #202 Renton Wa 98056 Price :$62, 000 Full Use : 020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:855 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Elsenhardt Gabrielle Parcel :780130 0180 Site : 3233 NE 12Th St #203 Renton 98056 Xfered :02/22/2001 Mail : 30826 8Th Ave SW Federal Way Wa 98023 Price :$90, 500 Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Deatrich David C Parcel :780130 0190 Site :3233 NE 12Th St #204 Renton 98056 Xfered :03/19/1999 Mail : 3331 NE 10Th P1 Renton Wa 98056 Price :$54, 000 Full Use : 020 Res,Condominium Phone . Bedrm: 1 Bath:1.00 TotRm: YB: 1980 Pool:No BldgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Bolin Richard N J & Mahin Dashty Parcel :780130 0200 Site :3233 NE 12Th St #205 Renton 98056 Xfered :02/28/1990 Mail :512 130Th Ave NE Bellevue Wa 98005 Price :$35, 098 Use :020 Res,Condominium Phone : 425-454-9230 Bedrm: 1 Bath:1.00 TotRm: YB: 1980 Pool:No BldgSF: 683 Ac: 1. 69 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * MetroScan / King (WA) - * Owner :Fogleman William V Sr rothy H Parc :780130 0210 Site :3233 NE 12Th St #206 Renton 98056 Xfered :07/21/2000 Mail : 929 6Th Pl S Kirkland Wa 98033 Price :$90, 000 Full Use :020 Res,Condominium Phone :425-828-3501 Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF:866 Ac:1. 69 * : MetroScan / King (WA) * Owner :Smith Arnold L;Popal Masud J Parcel :780130 0220 Site : 3233 NE 12Th St #207 Renton 98056 Xfered : 05/20/1992 Mail : 3233 NE 12Th St #207 Renton Wa 98056 Price :$62, 105 Full Use : 020 Res,Condominium Phone : 425-271-1240 Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No B1dgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Klimke Arnold P Trust Parcel :780130 0230 Site : 3233 NE 12Th St #208 Renton 98056 Xfered :04/22/1988 Mail : PO Box 590 Boston Ma 02102 Price . Use :020 Res,Condominium Phone .• Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No B1dgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Duncan Donald L/Mary J Parcel :780130 0240 Site : 3233 NE 12Th St #209 Renton 98056 Xfered : 10/06/1997 Mail : 10119 128Th Ave SE Renton Wa 98056 Price . Use :020 Res,Condominium Phone :425-235-6315 Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No B1dgSF:866 Ac:1. 69 * : MetroScan / King (WA) * Owner :Townsend Marcee Parcel :780130 0250 Site :3233 NE 12Th St #210 Renton 98056 Xfered : 07/26/2000 Mail :3233 NE 12Th St #210 Renton Wa 98056 Price :$90, 900 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF: 866 Ac:1. 69 * : MetroScan / King (WA) * Owner :Ross Simon Parcel :780130 0260 Site :3233 NE 12Th St #211 Renton 98056 Xfered :03/20/2000 Mail :3233 NE 12Th St #211 Renton Wa 98056 Price :$54, 000 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No B1dgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Mutchie Wilma C Parcel :780130 0270 Site :3233 NE 12Th St #212 Renton 98056 Xfered :02/19/1982 Mail :3233 NE 12Th St #212 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm: 1 Bath:1.00 TotRm: YB:1980 Pool:No B1dgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Mecham Richard L Parcel :780130 0280 Site : 3233 NE 12Th St #213 Renton 98056 Xfered : 03/21/1996 Mail : 3233 NE 12Th St Renton Wa 98056 Price :$56, 800 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB: 1980 Pool:No BldgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Rahm Harriet Parcel :780130 0290 Site : 3233 NE 12Th St #214 Renton 98056 Xfered :02/12/1993 Mail : 3233 NE 12Th St #214 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm:2 Bath:1.00 TotRm: YB: 1980 Pool:No BldgSF:855 Ac: 1.69 * : MetroScan / King (WA) * Owner :Yount Jutin/Lavonne Parcel :780130 0300 Site :3233 NE 12Th St #215 Renton 98056 Xfered : 10/26/1999 Mail :3233 NE 12Th St #215 Renton Wa 98056 Price :$60, 000 Use :020 Res,Condominium Phone : 425-277-5703 Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No B1dgSF: 854 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Poeske Matthew John Parcel :780130 0310 Site :3233 NE 12Th St #301 Renton 98056 Xfered :02/24/1999 Mail :3233 NE 12Th St #301 Renton Wa 98056 Price :$69, 500 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF: 855 Ac: 1. 69 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * MetroScan / King (WA) * Owner :Collins Nathaniel Parc :780130 0320 Site : 3233 NE 12Th St #302 Renton 98056 Xfered :05/16/1994 Mail :3233 NE 12Th St #302 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF:855 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Sprouse Bradley A/Diane Parcel :780130 0330 Site :3233 NE 12Th St #303 Renton 98056 Xfered : 11/23/1999 Mail :3233 NE 12Th St #303 Renton Wa 98056 Price :$75, 500 Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Nemere Adrian/Gabriela Parcel :780130 0340 Site :3233 NE 12Th St #304 Renton 98056 Xfered :01/31/2001 Mail :3233 NE 12Th St #304 Renton Wa 98056 Price :$61, 815 Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Fitzhugh William A Parcel :780130 0350 Site :3233 NE 12Th St #305 Renton 98056 Xfered :09/12/1994 Mail :3233 NE 12Th St #305 Renton Wa 98056 Price :$43, 750 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Singh Sarah A Parcel :780130 0360 Site :3233 NE 12Th St #306 Renton 98056 Xfered : 10/05/1993 Mail :3233 NE 12Th St #306 Renton Wa 98056 Price :$66, 195 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF:866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Nelson Stephen A Parcel :780130 0370 Site :3233 NE 12Th St #307 Renton 98056 Xfered . Mail :3233 NE 12Th St #307 Renton Wa 98056 Price . Use :020 Res,Condominium Phone .• Bedrm:2 Bath: 1.00 TotRm: YB: 1980 Pool:No BldgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Weigel Dennis J/Dennis/Vivian A Parcel :780130 0380 Site :3233 NE 12Th St #308 Renton 98056 Xfered :09/01/1994 Mail :3233 NE 12Th St #308 Renton Wa 98056 Price :$44, 500 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Munoz Arturo D Parcel :780130 0390 Site :3233 NE 12Th St #309 Renton 98056 Xfered : 12/29/1999 Mail :3233 NE 12Th St #309 Renton Wa 98056 Price :$76, 500 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Mortier Kelly M Parcel :780130 0400 Site :3233 NE 12Th St #310 Renton 98056 Xfered :02/23/1999 Mail :3233 NE 12Th St #310 Renton Wa 98056 Price :$76, 450 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF:866 Ac: 1.69 * : MetroScan / King (WA) * Owner :Wilber Robert Parcel :780130 0410 Site :3233 NE 12Th St #311 Renton 98056 Xfered : 04/16/1999 Mail : 3233 NE 12Th St #311 Renton Wa 98056 Price :$49, 000 Full Use : 020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF: 683 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Harris Nycholle M Parcel :780130 0420 Site :3233 NE 12Th St #312 Renton 98056 Xfered : 03/12/1999 Mail :3233 NE 12Th St #312 Renton Wa 98056 Price :$49, 500 Full Use :020 Res,Condominium Phone . Bedrm: 1 Bath: 1.00 TotRm: YB:1980 Pool:No BldgSF: 683 Ac: 1. 69 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * MetroScan / King (WA) * Owner :Ponsler Susan L Parc :780130 0430 Site :3233 NE 12Th St #313 Renton 98056 Xfered :04/27/2000 Mail :3233 NE 12Th St #313 Renton Wa 98056 Price :$83, 000 Full Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF: 866 Ac: 1. 69 * : MetroScan / King (WA) * Owner :Lowry Shawn G Parcel :780130 0440 Site :3233 NE 12Th St #314 Renton 98056 Xfered : 11/06/2001 Mail :PO Box 2205 Renton Wa 98056 Price . Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB: 1980 Pool:No B1dgSF:855 Ac: 1.69 * : MetroScan / King (WA) * Owner :Blanco Godofredo V Avelina Parcel :780130 0450 Site :3233 NE 12Th St #315 Renton 98056 Xfered :02/26/1986 Mail :3733 221St P1 SE Sammamish Wa 98075 Price :$29, 500 Use :020 Res,Condominium Phone . Bedrm:2 Bath:1.00 TotRm: YB:1980 Pool:No BldgSF:854 Ac: 1. 69 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. •.vv� . ..i ��il JL1 V1"11'll-J L UVI\I 1J 1 J 1 r14t_ VL 02/02/02 15:39 FAX 0114 781 9336 COMMONWEALTH LAND TITLE Z 005 • O1i16/0-, 10:38 FAX LANDAMRRICA TRANSNATION Joo5 Order No.: 1001473 M:. NCS No.: 0218-270 MAN' ' AT ION ". LAND RicA.- (1.. )Lis)19.) • II . COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1 1. Effective I , te: January 07, 2002 at 8:30 AM Commitment No.: 800-10014731 2. Policy or ¶alicies to be Issued • Owner's Standard - Commercial Rate Proposed Xjisured: Bald ridge Development, Inc. Amount: $1,945,000.00 Pr.mium: $3,701.00 Tax: II $ 325.69 Total: $4,026.69 3. Title to tt lfee simple estate or interest in the land described or referred to in thl.' Commitmnt is at the effective date hereof vested in: Greater H14},ds Limited Partnership Associates, a Washington Limited Partnership 4. The land kferred to In this Commitment is described as follows: See Exhibi A attached hereto. DEN Clf; MAR 2t . it By Author5' :• Slgneture Commitment for lice 1J1surance Patgc 1 O 9 1 .14-02.07:SC Na.; L'T27 I, MAR-17-2002 14.34 2064411921 98% P.02 02/02/02 15:39 F'LX'.a14 781 9336 C03111Q0 ALTH LAND TITLE a 006 . 01./18/02 10:38 FAX ! LANDAMERICA TRANSNATION 0 006' i' I I 1 1 1. Order No.: 10014731 i ( EXHIBIT A t BLOCK 12 O 12EPLAT OF BLOCKS 1.2, 13, 14, 36, 37 AND 38 OF CORRECTED PLAT OF RENTON HI 14LANDS NO. 2, AS PER PLAT RECORDED UNDER VOLUME 59 OF PLATS, PAGES 52 A (Q 53; EXCEPT THA 1IPORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING T THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE NO ill 35° 42' DO" EAST, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, 250.00 FE 4 THENCE SO 54° 18' 00" EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NO H 30° 20' 10" EAST 128.45 FEET; THENCE NO "H 35° 42' 00" EAST 70.00 FEET TO THE SOUTH MARGIN OF NORTHEAST 12TH SIRE THENCE SO 88° 56' 55" EAST ALONG SAID MARGIN, 31.57 FEET TO THE NORTHEAS jORNER of SAID BLOCK 12; THENCE SO ''TH 00° 08' 15" EAST, ALONG THE EAST LINE OF SAID BLOCK 129.37 FEET TO A POINT 1 HICH BEARS NORTH 74° 38' 49" EAST FROM THE TRUE POINT OF BEGINNING THENCE SOH 743 38' 49" WEST 142.69 FEET TO THE TRUE POINT OF BEGINNING; AND EXCE• I 11'HAT PORTION THEREOF DESCRIBED AS FOLLOWS! BEGINNING if.THE MOST WESTERLY CORNER OF SAID BLOCK 12; ' THENCE NORTHEASTERLY, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, 150.00 FEET; THENCE 501 THEASTERLY, AT RIGHT ANGLES TO SAID NORTHWES1tRLY LINE, A DISTANCE 1 100.00 FEET; THENCE SO tHWESTERLY, PARALLEL TO SAID NORTHWESTERLY LINE, TO THE SOUTHW RLY LINE OF SAID BLOCK 12; THENCE NORTHWESTERLY, ALONG SAID SOUTHWESTERLY LINE, TO THE POINT OF BEGINNING,. 1 ANC EXCE' ?THAT PORTION THEREOF DESCRIBED AS FOLLOWS: , 11AR-17-2002 14:35 2064411921 97% P.03 02/02/02 15 40 FAX 41.4 791 9038 _ COMMONWEAL'TH LAND. TITLE IN07 v' • 01/16/02 10:35 FAX LANDAMERICq TRANSNATION ¢1007 Order No.: 10014731 EXHIBIT A (continued) BEGINNING - THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE SOU , 33° 37' 27" EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, 103.05 FEET; I THENCE CON ,INUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE RIGHT, HAVING A ' 41IUS OF 485.24 FEET, AN ARC DISTANCE OF 3.64 FEET TO THE TRUE POINT OF BE't1NNING; THENCE NO I:H 35° 42' 00" EAST 187.75 FEET; THENCE SOU, J 54° 18' 00" EAST TO A POINT ON THE SOUTHEASTERLY LINE OF SAID BLOCK; THENCE SOU rrIWESTERLY, ALONG SAID SOUTHEASTERLY UNE, TO THE MOST SOUTHERLY ORNER OF SAID BLOCK; THENCE NO' ' HWESTERLY, ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, TO THE TRUE POINT RolF BEGINNING; SITUATE IN E CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. • • MAR-17-2002 14:35 2064411921 97% P.04 02/02/02v_15:40JFAX 04V781 8336 COMMONWEALTH LAND TITLE ' - i¢j008 ; - Zoos 01/18/02 10:38 FAN j LANAI' ERICA TR9NSNATION IOrder No.: 1001473 NCS NO.: 0215-270 I' SCHEDULE B REQUIREMENTS: )Instruments necessary to create the estate or interest to be properly executed delivered and duly filed for record. it EXCEPTIONS:• S trdule B of the Policy or Policies to be issued will contain exceptions to the following matters t'iless the same are disposed of to the satisfaction of the Company. A. Standard eidteptlons set forth on the Commitment Cover. B. Defects, li is, encumbrances, adverse claims or other matters, if any, created, first appearing i !the public records or attaching subsequent to the effective date hereof but prior to th 'elate the proposed Insured acquires for value of record the estate or Interest or mortgage thereon covered by this Commitment. , SPECIAL EXCEP ltONS: 1, Real EstatelExcise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent a mendmehts' thereto. As of the a"�te herein, the tax rate for said property is 1.78%. 2. GENERAL R>tOPERTY TAXES and SERVICE CHARGES, as follows, together with Interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half de!IJnquent on May i; 2nd half delinquent on November 1) I? Tax Acco pit No.: 722790-0015-06 Year 1 Billed Paid Balance 2001 $ 756.61 S756.61 $0.00 Total amo ',at due, not Including interest and penalty: $0.00. Levy Cods' 2100 Assessed 4 alue Land: $59,500.00 Assessed ;blue Improvements: $ 3,200.00 • 3. GENERA- i�tOPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty a dI statutory foreclosure costs, if any, after delinquency: (1st half elinquent on May 1; 2nd half delinquent on November 1) Tax AccoLk tt No. 722790-0019-02 Year 1 8iiled Paid Balance 2001 1. $4,176.32 $4,176,32 $0.00 ii II 'rota) amcint due, not including interest and penalty: $0.00. Assessed2 00 Leve Cede) lu Land: $233,200.00, lra e a Assessed rq lue Improvements: $115,100.00 I. Commitment for Tit, thsurance Page 4 i f 9 I I i MAR-17-2002 14:35 2264411921 98% P.05 02/02/02 15:40 FAX1i14 781 9336 COMMONWEALTH LAND TITLE 0009 I' • 01/16/02 10:39 FAX j LANDAMERICA 'IRANSNATION CdJ009 i i u Order No.: 100147 I' NCS No.: 0218-27C i; SCHEDULE B (continued) I I 4. GENERAL 11IOPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty an statutory foreclosure costs, If any, after delinquency: (1st half d 0 nquent on May 1; 2nd half delinquent on November 1) Tax Acco `it No.: 722790-0020-09 Year 1, Billed . Paid Balance 2001 1 i $2,999.29 $2,999.29 $0.00 Total amot due, not Including Interest and penalty: $0.00. Levy Cod 4 2100 • Assessed 1 alue Land; $ 78,000.00 Assessed clue Improvements: $172,000.00 S. GENERAL •.oPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty a ..i statutory foreclosure costs, if any, after delinquency: (1st half .Oinquent on May 1; 2nd half delinquent on November 1) Tax Accorprt No.: 722790-0021-08 Year 1 Baled Paid Balance 2001 i $33,738.17 $3,3738.17 $0.00 'I I Total amp fit due, not including interest and penalty; $0.00. Levy Cod ', 2100 Assessed I lalue Land: $22.4,000.00 Assessed ',alue Improvements: $ 87,700.00 i 6. General t s, as follows, together with interest, penalty and statutory foreclosure costs, any, after. elinquency: (1st half linquent on May 1; 2nd half delinquent on November 1) Tax Acco..it No.: 722790-0015-06, 722790-0019-02, 722790-0020- 09 & 722790-0021-08 ' • Year 1 2002 NOTE: G I,eral taxes and related charges for the above year aro not payable o ',available at this time. Please contact the office of the King County A gssor-Treasurer for further information_ The curre .�1; levy code is 21002100, • 7. ALL COV 1'iANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHE- SERVITU I#S, IF ANY, DISCLOSED BY THE RECORDED PLAT OF REPLAT OF BLOCKS 12, 1 :, 14, 36, 3 I 38 CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, RIGHTS C1! BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMElT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDU A. •Li I t Commitment for Tit .,,Insurance Page 5 .•f 9 i i MAR-17-2002 14:36 2064411921 97% P.06 nVL V r 02/02/02 15:40 FAX'''314 781 9336 COMMONWEALTH LAND TITLE 4010• 01 i 16/0 2 10:3 9 FAX • LANDAMERICA TRANSNATION CAI 010 .� u order No.: 100147, NCS No.: 0215-27 5 SCHEDULE B (continued) 8. MEMORAN.i4JM OF LEASE: LESSOR: GREATER HILANDS LTD. PARTNERSHIP LESSEE: BASKIN-ROBBINS, INC., A CALIFORNIA CORPORATION DATED:' j JULY 14, 1986 . RECORDE AU GUST 22, 1986 RECORDIN 0 NO.: 86 J8220296 9. LEASE ANf' THE TERMS AND CONDITIO`IS THEREOF: LESSOR: 1 GREATER HILANDS LTD. ARTNERSHIP LESSEE: EDWARD RAVERTAND MARY RAVERT,D/B/A JACK'S RESTAURANT FOR A TE OF: S YEARS, PLUS ANY EXTENSIONS DATED: ' FEBRUARY 14, 1991 RECORDE`it DECEMBER 27, 1991 RECORDI NO.: 9112272090'I' (Covers t i lot 19) 1C. AGREEME'IT AND THE TERMS AND CON 1 IONS THEREOF: RECORDE'N': MA;CH 25, 1991 RECORDI G NO.: 91 3250718 ' REGARDI G: FI: TURE AND EQUIPMENT PRIORITY }• AC. 2EEMENT (Covers t•Dk lot 20) 1 11. FINANCI 1$ STATEMENT AND THE TERMS AND CONDITIONS THEREOF: ' SECUREDARTY: WEST ONE BANK, WASHINGTON DEBTOR: FFANK HUYNH, D/B/A BASKIN ROBBINS ICE CREAM STORE COVERS: 1 ALL FIXTURES RECORD'1+: APRIL 4, 1996 RECORDI ,iG NO.: 9ED4040513 l' NOTE: ,1!tontinuation statement has been filed. RECORD 1p: DECEMBER 22, 2000 RECORDI G NO.: 20001222000138 i I, Commitment for Till J 1I Insurance Pace 6 ,r 9 1 MAR-17-2002 14:36 2064411921 98% P.07 V / i 5 , LVvL i.J. .,, V,'91'14..J •-' V i¢10 02/02/02 16:41 FAX 4 781 931R _ C0MM0NWELLTH LAND TITLE 11 01i16/02 10:39 FAX LANDAMF-RIC,t TRANSNATION eon. Order No.: 100147' i NCS No.: 0218-27' i 11 SCHEDULE B (continued) NOTE: A IAMENDMENT HAS BEEN FILED. l l RECORDS ,i • December 22, 2000 RECORDINq, NO.: 20001222000137 i 12. DEED OF Tf ST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR) U GREATER HILANDS LIMITED PARTNERSHIP ASSOCIATES TRUSTEE: + FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICI n.Y: U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION ADDRESS 1420 5T"AVE WWH 470 I SEAiTLE WA 98101 LOAN NO. !. - - - ORIGINA (AMOUNT: 3,000,000,00 DATED: OCTOBER 15, 1996 RECORDEb,t NOVEMBER 8, 1996 RECoRDISyG NO.: 961:080657 (Covers p pperty herein described and other property) ' II 13. UNRECO ICED LEASE: LESSOR' 1. GREATER HILANDS LIMITED 1. PARTNERSHIP ASSOCIATES LESSEE: i GTE WIRELESS OF THE PACIFIC j INCORPORATED, A DELAWARE CORPORATION, SUCCESSOR IN INTEREST TO GTE MOBILNET INCORPORATED DATE: i JUNE 11, 1997 DISCLOS D BY: 9809161477 (Coversjrtion of property herein described and other property) 14. SUBOR 1�NATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AGRE �MENT DATED: JULY 22, 1998 RECORD : SEPTEMBER 16, 1998 RECORD G NO.: 9809161477 The less �`s interest in said lease was made subordinate to the deed of trust recorded u 1,,er Recordln No. 9611080657, set forth at paragraph 12 herein. I 1. Cor-+mitment for Tlt;Ljlnsurance Page r 9 l 1 I. ,i MAR-17-2002 14:36 2064411921 97% P.08 • 02/02/02 15:41 FAX1,;414781. 9338 COMMONWEAI,;L HLAND rTITLE ---. -- JUI —• - I L9NDAMERICA TRANSNATION Z,012 O1/10/02 10:39 FA3 �''j '• 0rdar No.: 130147' NCS No.: 0218-27 i ( I SCHEDULE B (continued) ;I rrHE TERMS AND CONDITIONS THEREOF: 15. LEASE AN��� LESSOR: GREATER HILANOS LTD PARTNERSHIP ' ' LESSEE: j WASHINGTON STATE LIQUOR CONTROL BOARD FOR A TE'' OF; 5 YEARS DATED: i OCTOBER, 2000 RCCORDE 1 t 7KEMBER 11, 2000 RECORDI ''1t NO.: 20001211001363 (Covers p•ftlon of tax lot 21) 16. Unrecordtv leaseholds, if any; rights of vendors and holders of security interests on personal u : perry installed upon the land; and rights of tenants to remove trade fixtures the expi -,ion of the term. Note 1: su Knitted to the Company for review. Note 2: •.4>•rding to the application for title insurance, the proposed Insured is Baldridge D-' -Iopment, Inc. We find no pertinent matters of record against the name(s) of sa'•I party(ies). Note 3: T •:`re may be Uniform commer:ial Code (UCC) Security interests filed with the D i•artment of Licensing in Olympia, affecting personal property, crops or agricuit al fa+)ities which are not covered y the policy to Issue. Note 4: T public records disclose that 3t the date of this Commitment there is located o t land; a'' r: opping Center/Mall structure • k' .wn as: 1 5 Lynnwood Avenue NE, Renton, WA 98056 3 r 0 Sunset Boulevard NE, Renton, WA 98056 3 N{p7 Sunset Boulevard NE, Renton, WA 98056 3*, Sunset Boulevard NE, Renton, WA 98056 ��I Note 5: ;EN SENDING DOCUMENTS FOR RECORDING, PLEASE SEND VIA TDS (TITLE DID.pVERY SERVICE) IN THE YELLOW RECORDING ENVELOPES WHENEVER P+ SIBLE. 1- 1T HEY MUST RECORD THE SAME DAY, PLEASE CONTACT THE TITLE UNIT FOR SI•iLCIAL DELIVERY REQUIREMENTS. I'c THEY MAX BE RELEASED WITHIN 48 HOURS,.THEY SHOULD BE SENT TO THE Fii;LLoWING ADDRESS: nsnation Title insurance Company 1' 90 Sixth Avenue, Suite 100 4,•,:ttle, WA 98101 • N: Recording Dept. • • Commitment for Ti ' Insur anca Page i of 9 MAR-17-2002 14:36 2064411921 97% P.09 02/02/02 16:96 FAX HIQ4 781 91'1A _ COMMONWEALTH LAND TITLE 16032 01/16/02 10:d1 FAX LANataERICA TRANSNATION i O1' ij�j i 0rlerNo.: 1001473: • • ri 1 ,a rJ.J.AA.N i NATIO • tee. ,l;.• T , a . IN • . I, I 141 • i I COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1. Effective t,ate: 3anuary 07, 2002 at 8:30 AM Commitment No.: 800-10014732 2. Policy or a licies to be issued: owner's S dard - Short Term Rate • Proposed cured; Baldridge Development, Inc. Amount: , $389,000.00 Premium ii $ 844,00 Tax: $ 74,27 Total. $ 918.27 3. Title to t j fee simple estate or interest in the land described or referred to in thl:: commit ' nt is at the effective date hereof vested In: Cho and : Investment, Inc., a Washington Corporation 4. The land ferred to in this Commitment is described as follows: i See ExhIDH A attached hereto. • • ��I II11t. 1,1 I' I' I' I II I 4 III I� 01011111 II,, • By— ��ppl Auch'I•,zed Signature • Page of 6 zommitment Fer l I Ili Insurance N r.la.e2.o7;SC No.: Al MAR-17-2002 14:37 2064411921 97% P. 10 v.r/ i / LVVa. s.r. ..ii VV.IZ11.,L1 ILJ L UVI\I 1J J VV 11 02/,02/02 15:47 FAX 44 781 831R _ COMMONWEALTH LAND TITLE uJa `— -01/16/02 10:41 Fcib LANDAMERICA TRANSNAT ION Z 018 • `.I I I ' il I iii3 Order Ho.: 10014732 (' EXHIBIT A • ' i THAT PORTIO 'Of BLOCK 12 OF RE•PLAT OP BLOCKS 12, 13, 14, 36, 37 AND 38 OF CORRECTED • 1-T OF RENTON HIGHLANDS NO. 2, AS PER PLAT RECORDED UNDER VOLUME 59 O,!PLATS, PAGES 52 AND 53, DESCRIBED AS FOLLOWS: BEGINNING `l THE MOST WESTERLY CORNER OF SAID BLOCK 12; • THENCE NOR 1 35° 42' 00 EAST, ALONG THE NORTHWESTERLY LINE OP SAID BLOCK, 250.00 FEET. THENCE SO I-I 54° 18' 00" EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NO H 30° 20' 10" EAST 128,45 FEET; THENCE NO !H 35° 42' 00" EAST 70.00 FEET TO THE SOUTH MARGIN OF NORTHEAST 121" STREET..'I THENCE SO ,f,--1 88° 56' 55" EAST ALONG SAID MARGIN, 31.57 FEET TO THE NORTHEAST., , RNER OF SAID BLOCK 12; ' THENCE SO IH oo° 08' 15" EAST, ALONG THE EAST LINE OF SAID BLOCK 129.37 FEET TO A POINT '' HICH BEARS NORTH 74° 38' 49" EAST FROM THE TRUE POINT OF BEGINNING;,,' • THENCE SOH 74° 38' 49" WEST 142.69 FEET TO THE TRUE POINT OF BEGINNING; II SITUATE INE COUNTY OF KING, STATE OF WASHINGTON. Fi '11 : t i'I : I I it i; iI iI d! ,II 'I . I I • I '.:I • i. is f it iI MAR-17-2002 14:37 ' 2064411921 98% P. 11 02/02/02 15:47v FAX ';1 (14 781 9336 - COMMONWEALTH"LAND TITLE 10034 yam 01 i 18/0 2 10:41 FAX A LAND.AMER I CA TRANSNATI Old i';, Order No.: 1001473" ,it • SCHEDULE B ' ; ;) REQUIREMENTS:'.Enstruments necessary to create the estate or Interest to be properly executed delivered and duly', led for record. EXCEPTIONS: Sf ®dule B of the Policy or Policies to be issued will contain exceptions to the following matters )less the same are disposed of to the satisfaction of the Company. A. Standard a •.eptions set forth on the Commitment Cover. • B. Defects, lie ' , encumbrances, adverse claims or other matters, If any, created, first appearing 1 Ithe public records or attaching subsequent to the effective date hereof but prior to th= !Rate the proposed Insured acquires for value of record the estate or Interest or mortgage t reon covered by this Commitment. SPECIAL EXCEP l,'i•NS: 1. Real Estate:excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendmer '- thereto. As of the d•-te herein, the tax rate for said property is 1.78%. d 2. GENERAL '.'OPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty anlis!Istatutory roreclosure costs, if any, after delinquency: ; (1st half d,,(friquent on May 1; 2nd half delinquent on November 1) Tax Accot No.: 722790-0018-03 Year I' Billed Pald Balance • 2001 I $2,953.79 $2,953.79 $0.00 • Total amo nt due, not including interest and penalty: $. Levy Cod z 2100 Assessed Oalue Land: $112,000.00 Assessed Iue Improvements: $134,200.00 it 3. General t' ,es, as follows, together with interest, penalty and statutory foreclosure costs, any, afters,,elinquency: (1st half &:.linquent on May 1; 2nd half delinquent on November 1) 'I Tax Accra Int No.: 722790-0018-03 Year ,I 2002 NOTE: G neral taxes and related charges for the above year are not payable - ;javailable at this time. Please contact the office of the•King County A'.:essor-Treasurer for further information. • The curr-, „ levy code is 2100. i; ;i ;i i i Commitment Per'fitInsurance Page 3 F 6 II !I MAR-17-2002 14:37 2064411921 98% P. 12 02/02/02 15:47 FAX P14 781 9336 COMMONWEALTH LAND TITLE Z1035 01/16/02 10:41 FAX 1' LANDAMERICA TRANSNATION Z 020 1 , iOrder No.: 1001473" SCHEDULE B (continued) 4. LL COVENA , CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDE 'I IF ANY, DISCLOSED BY THE RECORDED PLAT OF REPLAT OF BLOCKS 12, 13, 14, 36, 37 138 CORRECTED PLAT OF RENTON HIGHLANDS NO. 2. RIGHTS OR ENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT ) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE 5. AGREEMEN jNND THE TERMS AND CONDITIONS THEREOF: . RECORDED:', NOVEMBER 28, 1966 RECORDIN NO.: 6111717 REGARDIN 4RESERVATIONS, RESTRICTIONS AND COVENANTS I 6. HAZARDOt SUBSTANCES CERTIFICATE AND INDEMNITY imposed by instrument recorded'. . on May 19998, under Recording No. 9805191631. - 7. MEMORANM OF LEASE: LESSOR: CHO AND LEE INVEST, INC., A WASHINGTON CORPORATION LESSEE: LUCKY SEVEN FOOD STORES, INC., A I. WASHINGTON CORPORATION DATED: OCTOBER 1, 1997 RECORDE MAY 19, 1998 RECORDINCy \10.: 9805191632 8. DEED OF T" 1ST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: d CHO AND LEE INVEST, INC„ TRUSTEE: FIDELITY NATIONAL TITLE COMPANY OF i WASHINGTON BENEF'ICIA''• : STERLING SAVINGS ASSN ORIGINAL • 10UNT: $180,000.00 BATED: MAY 13, 1998 RECORDED"i MAY 19, 1998 RECORDIN ';NO.: 9805191630 i 9. ASSIGNEE .T OF LEASE FOR SECURITY PURPOSES AND THE TERMS AND CONDITIONS THEREOF: LESSOR'S ItiTEREST ASSIGNED STERLING SAVINGS ASSN TO: BY ASSIGN1ENT RECORDED: MAY 19, 1998 RECORDINiiINO,: 9805191633 Said assig fient given as additional security for the Deed of Trust recorded under Recordin, No. 98051630, shown at paragraph 7 herein. Ccrnm.tnent for Tide surance Page 4 o' • MAR-17-2002 14:37' 2064411921 98% P. 13 02/02/02 15:47 FAX T.4 781 9336 COMMONWEALTH LAND TITLE fal036 01/18/02 10;41 FAX LANDADfERICA TRANSNATION V11021 Order No.: 1001473 ' `' SCHEDULE B (continued) 10. FINANCING 1 ATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED P ' TY: STERLING SAVINGS ASSN DEBTOR: I' CHO AND LEE INVEST, INC., COVERS: PERSONAL PROPERTY OR FIXi'URES RECORDED: 1 MAY 19, 1998 RECORDIN ' NO.: 9805191634 r. 11, Unrecorded leaseholds, if any; rights of vendors and holders of security Interests on personal prdiierty installed upon the land; and rights of tenants to remove trade fixtures at the expirati „i of the term. • t Note 1: Evid 'ilce and authority of the officers of Cho and Lee Investment, Inc., a Washingto , corporation, to execute the forthcoming instrument should be submitted. Note 2: Acc wli'tling to the application for title insurance, the proposed insured Is Baidridge • Day libpment, Inc.. Wo find no pertinent matters of record against the name(s) of said jarty(ies). Note 3: The, may be Uniform Commercial Code (UCC) Security interests filed with the Dep rtrnent of Licensing In Olympia, affecting personal property, crops or agriculture I facil ies which are not covered by the policy to issue. . Note 4: The Oublic records disclose that at the date of this Commitment there is located on the kk nd: a 51pping Center/Mall structure • kno ;n as: 31 1,: 12th Street NE, Renton, WA 98056 . i. Note 5: WHEN SENDING DOCUMENTS FOR RECORDING, PLEASE SEND VIA TDS (TITLE DEL ,/ERY SERVICE) IN THE YELLOW RECORDING ENVELOPES WHENEVER PO lI,IBLE. IFfEY MUST RECORD THE SAME DAY, PLEASE CONTACT THE TITLE UNIT FOR SP 7AL DELIVERY REQUIREMENTS. IF EY MAY DE RELEASED WITHIN 48 HOURS,THEY SHOULD BE SENT 70 THE FO OWING ADDRESS: Tra snation Tide Insurance Company 12 Sixth Avenue, Suite 100 Se le, WA 98101 A 11: Recording Dept. (END OF EXCEPTIONS) g . ' Commi rnent for Ttla1Insurence Page 5 I 6 .i . . MAR-17-2002 14:38 2064411921 se% P. 14 m ADaPT March 1,2002 LSI -ADAPT Job No. WA02-7226 Baldridge Development,Inc. 11825 Manchester Road, Suite 209 Des Peres,MO 63131 Attention: Mr. Allan Kann DEVE►-C)SS. . Subject: Geotechnical Evaluation CI 1YpF`,1tt ONsl''" Proposed Retail Store Sunset Boulevard NE and NE 12th Street MAR 2 6 Renton, Washington Wa Dear Mr. Kann: Pursuant to your request, LSI - ADAPT (ADAPT) is pleased to submit this report describing our recent geotechnical engineering evaluation for the above-referenced site. The purpose of this study was to interpret general surface and subsurface site conditic :s, from which we could evaluate the feasibility of the project and formulate design recommene.:tions concerning site preparation, foundation recommendations, site drainage, structural fill, and other considerations. Our scope of services consisted of a surface reconnaissance, a subsurface exploration, geotechnical analyses, and report preparation. Our work was performed in general accordance with our Proposed Scope of Services and Cost Estimate (LSI- ADAPT Proposal No. P-1987, January 9, 2002). This report has been prepared for the exclusive use of Baldridge Development Inc., and their agents, for specific application to this project in accordance with generally accepted geotechnical engineering practice. PROJECT DESCRIPTION The project will consist of razing the four existing buildings on the parcel, and the construction of a single-story retail store and associated asphalt-paved parking and driveway areas. Based upon tax assessment records, the entire property under consideration covers a reported 66,784 square feet. Based upon provided plans, the retail store will have a footprint of 13,555 square feet. Proposed building features include a loading dock and drive-through prescription service. The balance of the subject parcel would be utilized for asphalt-paved parking and paved easements, supplemented with minor landscaped 800 Maynard Avenue South LSI .ADAPT Tel(206)654-7045 Suite 403 Fax(206)654-7048 Seattle,Washington 98134 www.lsiadapt.com LSI - ADAPT areas. For the purposes of this report, we are assuming that the building will be built with conventional slab-on grade construction. Based upon existing site grades, we anticipate that a moderate amount of grading and structural fill placement will be required. According to the structural engineer, the typical column loads are 50 kips, and the typical wall loads are 3 kips per lineal foot. No other design information was provided. SCOPE AND PURPOSE The purpose of our work is to conduct a geotechnical evaluation of the site and provide geotechnical recommendations for development of the site for the building. Specifically our scope of work included the following: • Site Plan indicating the location of the soil borings completed for this project; • Detailed, interpretive soil boring logs and laboratory test results; • Recommendations for foundation support, including allowable bearing capacities, minimum footing :Jth and depth,and anticipated settlement; • Drainage recommendations; • R:.zomm ndations for temporary slopes,retaining walls,and rockeries; • Site preparation recommendations; • Fill compaction requirements; • Recommendations for an asphaltic pavement section; • Erosion control recommendations; and, • Recommendations for further work, if required. SITE DESCRIPTION The proposed site under investigation is located at the existing commercial properties located at 3007 and 3011 Sunset Boulevard Northeast, 3131 Northeast 12th Street,and 1127 Lynnwood Avenue Northeast within the city limits of Renton, King County, Washington. Please refer to the Location/Topographic Map, Figure 1. The property is currently developed with four separate, single-story commercial buildings, including a convenience store(3131 NE 12th Street), a liquor store(1127 Lynnwood Avenue NE),a Baskin and Robbins Ice Cream store(3007 Sunset Blvd.NE), and Art's Restaurant(3011 Sunset Blvd.NE). All of the buildings appeared to be built with slab-on-grade construction without basements. The non-building areas included an asphalt-paved parking lot, concrete walkways and landscaping planter areas. The property sloped down gently to the southwest from the high point at the northeast corner, with an estimated 6 feet of elevation change across the site. Stormwater runoff on the site is directed into catch basins that,in turn, are connected to the municipal system. Also, the site buildings area provided with underground water, supply sanitary sewer, natural gas, and underground and overhead power utilities. No standing or running surface waters wet.ncte on the site ^t the time.of our site visit. LSI-ADAPT Job No.WA02-7226 Page 2 March 1,2002 LSI - ADAPT SITE INVESTIGATION Exploratory Methods We explored surface and subsurface conditions at the project site on February 5, 2002. Our surface exploration consisted of a visual site reconnaissance. Our subsurface exploration consisted of advancing six (6) hollow-stern auger drilled soil test borings to depths of up to 15 feet below ground surface (bgs). The location of the borings are shown on the attached Site and Exploration Plan(Figure 2). The specific location and depth of the explorations performed were selected in relation to the proposed site features, under the constraints of budget and site access. The location of the borings and other features shown on Figure 2 were obtained by hand taping from existing site features. As such, the exploration locations shown on Figure 2 should be considered accurate to the degree implied by the measuring methods used. Subsurface Exploration Methods Soil borings B-1 through B-6 were advanced on Febr.:ary 5, 2002 using a truck-mounted hollow-stern auger drill rig. The drill rig was operated by an independent company working under subcontract :o ADAPT. An experienced geologist from our firm continuously observed the borings, obtained representative soil samples, and logged the subsurface conditions. After each boring was completed, the borehole was backfilled with a mixture of soil cuttings and bentonite chips. During drilling, soil samples were generally obtained on 2'/2 to 5-foot depth intervals using the Standard Penetration Test (SPT)procedure (ASTM: D 1586). This test and sampling method consists of driving a standard 2-inch outside diameter (OD) split-barrel sampler a distance of 18 inches into the soil with a 140-pound hammer, free-falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6-inch intervals is noted. The total number of blows struck during the final 12 inches of penetration is considered the Standard Penetration Resistance,or"blow count". If 50 or more blows are struck within one 6-inch interval, the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. Representative samples were collected from each distinctive soil unit encountered for possible later laboratory testing. Each borehole was immediately backfilled after completion. The soil boring logs appended to this report describe the various types of soils encountered in the explorations, based primarily on visual interpretations made in the field. The logs also indicate the approximate depth of the contacts between different soil types, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals,we inferred • LSI-ADAPT Job No.WA02-7226 Page 3 March 1,2002 LSI - ADAPT the depth of contact. In addition, the logs indicate the depth of any groundwater observed in the borings, the Standard Penetration Resistance at each sample location, and any laboratory tests performed on the soil samples. SUBSURFACE CONDITIONS The soil borings generally disclosed the following underlying soil conditions as described below: In general, the site conditions consist of asphaltic pavement and minor gravel base course over loose grading to medium dense or denser, gray to oxidized brow-', dry to moist, silty fine sand, varying to fine sand with some silt with variable gravel content that extended to the full depths explored (up to 15 feet bgs). These sand deposits graded from loose to medium :°nse at depths ranging from approximately 31/2 feet (B-1) to approximately 12 feet bgs (B-3 and B-6). These sand deposits were interpreted to be disturbed grading down to undisturbed glacial advance sands. Glacially consolidated sediments are anticipated at depth. GROUNDWATER CONDITIONS Grounth ater seepage was not observed in any of A:.:,PT's test borings at the time of exploration. Based upon our review of nearby site work, recoverable gr .:dwater is estimated to be at depths in excess of 75 feet depth below the site. Groundwater conditions s' uld be expected to fluctuate due to season, amount of precipitation, and other on-site and off-site factors. RECOMMENDATIONS AND CONCLUSIONS Based on the encountered site conditions, the proposed retail building and paved parking lot can be supported utilizing conventional spread footings bearing on the medium dense to dense near surface native soils or recompacted, disturbed sand soils across the site. The near surface soils at the anticipated footing and slab depths are in a generally loose condition, based upon SPT blow counts, and will therefore require compactive effort to attain suitable bearing capacity for building footings, slabs, and pavement sections. However, the deposits are granular and have a relatively low to moderate fines content. Therefore, the site soils would be amenable to recompaction at current moisture conditions, and, depending upon the weather, may require moisture conditioning. Given the relatively flat topographic nature and the anticipated slab-on-grade construction, a moderate amount of site grading is anticipated. Based upon sieve testing, the near surface site soils contain a low to moderate fines content and therefore should be considered somewhat moisture sensitive. Therefore, grading and compaction would be more difficult during wet weather conditions. The subject site is also located within the City of Renton's Aquifer Protection Area-Zone 2,which may affect development management practices. LSI-ADAPT Job No.WA02-7226 Page 4 March 1,2002 LSI - ADAPT Site Preparation and General Earthwork Considerations Subsequent to site excavation and razing existing structures, we recommend that footing subgrade areas and slab or parking areas which will receive structural fill be compacted in place to densify any loose or disturbed areas. Soil in any loose or soft areas, if compacted and still yielding,should be over-excavated and replaced with structural fill to a depth that will provide a stable subgrade. Slab-on--„grade subgrades should be similarly prepared. We recommend using a backhoe-mounted plate compactor or vibratory drum roller compactor to adequately densify the footing subgrades, slab-on-grade, and pavement areas. We anticipate site excavation could be accomplished using conventional earth moving equipment. Based upon the soils encountered in the test borings, oversize materials, exclusive of remnant building foundations, are not anticipated on the property. Remnant building foundations are anticipated across the site, together with fill soils associated with previous site development. We recommend the existing foundations, subgrade walls, floors, and parking slabs be removed prior to fill placement. The concrete materials may be processed and crushed, if desired, and reused on the site for backfill. The decision to dispose of the concrete debris or to crush and reuse the concrete as backfill can be based on economic considerations. The existing concrete will need to be crushed to a maximum 3-inch size for backfill use. We recommend the use of crushed concrete ,,.e limited to deeper site excavations and the concrete fill be capped by at least 3 feet of mineral soil. We expect that grading at the subject site can be accomplished with conventional earthmoving equipment. The site soils, in general,have a moderate silt content,and therefore should be considered moisture sensitive. Therefore, these materials may be difficult, if not impossible to operate on or compact during wet weather conditions. The operation of heavy equipment at the site during wet weather conditions may result in considerable disturbance of the exposed subgrade soils. We therefore recommend that earthwork be undertaken following and during dry weather conditions, if feasible,to minimize grading costs. Structural Fill Structural fill is defined as any compacted fill placed under buildings,roadways, slabs, pavements, or any other load-bearing areas. Structural fill placed under footings and floor slabs should be placed in horizontal lifts not exceeding 12-inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density, determined in accordance with ASTM Test Designation D-1557 (Modified Proctor). The fill materials should be placed at or within 2 percent of the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to a minimum of 90 percent of maximum density, except for the top 12-inches which should be compacted to 95 percent of maximum density. During dry weather, most non-organic soils can be used as structural fill. Generally, soil with more than 5 percent fines can become unstable if exposed to construction traffic in the presence of excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. If construction will be completed during wet LSI-ADAPT Job No.WA02-7226 Page 5 March 1,2002 LSI - ADAPT weather conditions, we recommend that the footing and building pad subgrade areas be protected from disturbance by placing a layer of crushed rock or a mud mat (lean mix concrete) after excavation is complete. Based upon the results of the sieve analyses completed on two near surface soil samples, the near surface site soils to have a moderate fines content (approximately 9 to 14 percent) and would be suitable for structural fill during periods of dry weather. In our opinion, adequate compaction could probably be achieved at current soil moisture contents, and may require moisture conditioning during compaction. However, as a conservative measure, we recommend site grading be conducted during the dryer summer months, if possible. We recommend that the suitability of on-site soils for use as structural fill be determined in the field during, excavation and construction activity. The contractor may need to segregate soils identified as suitable for re-use, from soils that are determined in the field to be unsuitable. If the more silt-rich soils at the site are wet of optimum, or exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import well-graded granular soils as fill. If imported material is used, it should be free- draining and have a gradation that meets the minimum specification given below in Table 1,unless approved by the soils engineer. Table 1 U.S. Standard Sieve Size Percent Passing by Dry Weight 3 inch 100 3/4 inch 50-100 No. 4 25-65 No. 10 10-50 No. 40 0-20 No. 200 5 maximum Footings The near surface soils at the site grade from loose to medium dense extending to depths ranging from about 3%to 12 feet bgs across the site. The deeper medium dense or denser native sand soils encountered at depth in or test borings are suitable to provide adequate bearing support for the proposed retail building foundation. However, based upon the building footprint, soils at the likely depth of footing penetration will be in a loose condition at the anticipated footing depths. In order to provide more uniform bearing condition, LSI-ADAPT Job No.WA02-7226 Page 6 March 1,2CO2 LSI - ADAPT we recommend that the upper three feet of soils below the base of the lineal and isolated footing areas be excavated and recompacted to 95 percent Modified Proctor per ASTM 1557. The footing subgrade soils should be prepared as discussed in the "Site Preparation and General Earthwork Considerations" section presented above. Footings supported on the undisturbed medium dense or denser soils may be designed using an allowable bearing capacity of 3,500 pounds per square foot (psf). Footings founded on structural fill placed above competent native soils may be designed utilizing an allowable bearing capacity of 2,500 psf. We recommend that continuous wall footings have a minimum width of 24 inches and individual footings a minimum width of 24 inches. All exterior footings exposed to frost action shall be placed a minimum of 18 inches below finished grade. With structural loading as expected, total settlements in the range of 1 inch and differential settlements of approximately one-half inch are possible. As site soils below the footing would consist of granular deposits overlain by structural fill, most of the anticipated settlements should occur during construction as dead loads are applied. A one-third increase in allowable bearing capacity may be utilized for short-term loads, such as in the case of a seismic event or wind loading. We recommend that a soils engineer from ADAPT inspect all footing excavations prior to concrete placement to assure adequate bearing capacity conditions have been achieved. If loose or soft soil conditions are encountered,these soils shall be compacted or removed and replaced with structural fill. Lateral loads can be resisted by friction between the foundation and the supporting native soil or compacted fill subgrade, or by passive earth pressure acting on the buried portions of the foundations. The foundations must be poured"neat" against the existing soil, or bac filled with a compacted fill. • Passive pressure = 300 pcf • Coefficient of friction = 0.35 The above values include a factor of safety of 1.5. All footing excavations should be examined by a representative from ADAPT, prior to placing forms or rebar,to verify that conditions are as anticipated in this report. Seismic Design Consideration The Puget Lowland is classified as a Seismic Zone 3 by the Uniform Building Code (UBC). The largest earthquakes in the Puget Lowland are widespread and have been subcrustal events,ranging in depth from 30 to 55 kilometers. Such deep events have exhibited no surface faulting. Based on our surface explorations, we interpret the site conditions at depth to correspond to a Seismic Profile type So, the Stiff Soil Profile, based on the observed range of SPT blow counts. The shallow soil conditions were assumed to be representative for site conditions beyond the depth explored. Structures are subject to damage from earthquakes due to direct and indirect action. Direct action is represented by shaking. Indirect action is represented by foundation soil failures and is typified by ground failure or liquefaction. Liquefaction is a phenomenon in which soils lose all shear strength for short periods LSI-ADAPT Job No.WA02-7226 Page 7 March 1,2002 LSI - ADAPT of time during an earthquake. The effects of liquefaction may be large total and/or differential settlement for structures with foundations founded in the liquefying soils. Groundshaking of sufficient duration results in the loss of grain-to-grain contact due to rapid increase in pore water pressure, causing the soil to behave as a fluid for short periods of time. To have a high potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally uniform sands and silty sands); it must be loose to medium dense; it must be below the groundwater table; and it must be subject to a sufficient magnitude and duration of groundshaking. However, due to lack of near surface groundwater, it is our opinion that the liquefaction potential for this site is low. Slab-on-Grade Slab-on-grade floors may be constructed on medium dense or denser native soils, or upon structural fill placed above these undisturbed soils. Subsequent to excavation of the site, we recommend that the exposed soils be compacted and proofrolled to verify a firm, non-yielding condition. If soft or loose soils are encountered,they should be re-compacted or removed and replaced with structural fill. After proof-rolling,the building slab areas should be provided with a capillary break material consisting of 6 inches of clean building sand or gravel. This material should be free draining and contain less than 3 percent tees. We would also recommend the utilization of a vapor barrier such as a 6-mil plastic membrane to prevent moisture buildup beneath the concrete slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Excavations and Slopes The stability of excavated cut slopes depends on a number of factors, including the presence and quantity of water; the type and density of the excavated soil; the depth of the cut; the presence of surcharge loads from construction equipment, stockpiled soils, and the like; the schedule of construction, and care and methods used by the contractor. Because of the variables involved, actual slope values required for stability in temporary cut areas can only be estimated prior to construction. Temporary cut slopes(foundation and utility excavations)will be necessary during grading operations. As a general guide, temporary slopes of 1.5 H: 1 V (Horizontal to Vertical) or flatter may be used for temporary cuts in the loose to medium dense sands encountered at a shallow depth on the site. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant soil moisture or seepage occurs. All cut slopes should be properly protected. Temporary slopes may need plastic sheeting to protect from loosening caused by precipitation or excessive drying. Keep construction equipment, workers, and materials at least five feet back from the slope. We recommend that the stability of temporary cut slopes LSI-ADAPT Job No.WA02-7226 Page 8 March 1,2002 LSI - ADAPT be made the responsibility of the contractor, since he is in control of the construction operation and is continuously present at the job site to observe the nature and conditions of the subsurface material encountered. The contractor should also be required to perform all excavations in accordance with federal, state, and local regulations. Retaining and Subgrade Walls Retaining and/or subgrade walls can be supported on shallow footings founded on medium dense or denser native soils or structural fill, if properly prepared. Footings bearing on at least medium dense native soils or 3 feet of structural fill as described above can be designed using an average allowable bearing value of 2,500 (pounds per square foot) psf with a maximum toe pressure of 3,000 psf. Lateral loads on conventional retaining structures founded as described above may be resisted by friction on the base of the wall footings and as passive pressure on the sides of footings. We recommend using an allowable coefficient of friction of 0.35 to calculate friction between the foundation and native soils or on structural fill. For the condition of a horizon l ground surface beyond the wall, the passive pressure may be determined using an equivalent fluid density f 300 per cubic foot (pcf). This assumes that the footings are cast "neat" against the cut, and that any fill soils around the wall are placed and compacted as structural fill. A safety factor of 1.5 has been applied to these values, for sliding and overturning. The lateral active soil pressures acting on reinforced concrete retaining walls depend on the nature, density and configuration of the soil behind the wall. We recommend that walls supporting horizontal backfill be designed using an equivalent fluid density of 35 pcf for a level back-slope behind the wall. This pressure is based on backfill placed within 2 feet of the wall being compacted by hand-operated equipment to a density of 90 per cent of the MDD and consisting of clean sand or sand and gravel. The recommended pressure does not include the effects of surcharges from surface loads, or the surcharge effects of a slope above the wall. For the conditions of a 2H to IV slope above the wall, a 50 per cent increase in horizontal pressures would apply. IAs an alternative to conventional poured in place concrete retaining walls, the use of segmental concrete walls with geofabric or geogrid reinforcement may be considered (i.e., "Keystone" - type walls). Such walls have the advantage of economy over cast-in-place walls, and are especially attractive where site grades will be raised, as the grid/fabric can be included progressively in the structural fill as site grades are raised. If such walls are considered, they should be constructed in accordance with the manufacturer's recommendations and specifications. Adequate drainage behind any retaining structure is imperative. We recommend that a drainage system consisting of a minimum 18 inches of washed sand and gravel with less than 3 per cent fines be placed along the back of the wall. In addition, a drainage collector system consisting of 4-inch perforated PVC pipe should be installed behind all walls to provide an outlet for any accumulated water. The drainage material should be capped at the ground surface with 1-foot of relatively impermeable soil or otherwise sealed. LSI -ADAPT Job No.WA02-7226 Page 9 M�.ch 1, 2002 LSI - ADAPT Rockeries If rockeries are to be used on this project, we recommend that a setback for foundation elements be provided for all structures. We recommend that building limits in these areas be located at or behind a point such that a slope inclined at lH:1V extended upwards from the base of the rockery would not encounter any foundation elements. We recommend that all rockeries be placed in accordance with current City of Renton specifications and be limited to the restrictions stated therein. A copy of typical rockery design and construction requirements is included in Appendix D of this report. Rockeries should be constructed only with sound, durable rock. Drainage provisions and building and parking setbacks are provided in local codes and standards. Depending on the rockery location and application, reinforcing material and select fill behind the rockeries may be required. Although commonly used in the Northwest, it should be noted that unreinforced rockeries are actually landscape features rather than engineered retaining structures. Their primary function is to provide a facing for otherwise stable slopes and to protect them from erosion and sloughing. As such, the materials in a rockery face cut slope should consist of relatively dense sz:ata. It should also be realized that rockeries,even when they are properly constructed, will require occasir-�al maintenance. Therefore, rockeries should be located slo that they are readily accessible for a contractor's equipment should repairs become necessary. Drainage Groundwater was not encountered inn any of the site borings that extended to depths of up to 15 feet bgs. Therefore groundwater will not likely be present at or above proposed grade levels for the proposed retail building. However, as a conservative measure, we recommend the installation of footing drains around the perimeters of the building foundations. The drains should consist of a 4-inch diameter perforated PVC pipe placed in a bed of pea gravel located at the invert elevation of the footing. The pea gravel should contain less than 3 percent by weight passing the No. 200 Sieve, based on the minus three-quarter-inch fraction. The perforated drain lines shall then be tightlined to the established stormwater collection system. Roof downspouts should be tightlined separately to discharge into the stormwater collection system. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the downspout and footing drain tightline systems. The site should be graded such that surface water is directed away from the building areas. Water must not be allowed to stand in any area where footings, slabs, or pavements are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. We suggest that the ground be sloped for a distance of at least ten feet away from the buildings. LSI-ADAPT Job No.WA02-7226 Page 10 March 1,2002 LSi - ADAPT Erosion Potential The surficial site soils locally contain a low amount of fines and thus may be prone to erosion. To contain silt-laden runoff from leaving the site during construction, we recommend that silt fencing be set up around the perimeter of the site in accordance with City of Renton requirements. Pavement Areas The adequacy of site pavements is related to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork Section of this report. This means at least the top 12 inches of the subgrade should be compacted to 95 percent of the Maximum Dry Density (per ASTM D-1557). It is possible that some localized areas of loose, wet, or unstable subgrade may exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas,or the use of geotextile may be considered. The following pavement section for lightly-loaded areas can be used: • Two inches of Asphalt Concrete (AC) over four inches of Crushed Rock Base (CRB) material,or • Two inches of AC over three inches of Asphalt Treated Base(ATB)material. Heavier truck-traffic areas will require thicker sections depending upon site usage, pavement life and site traffic. As a general rule,you may consider for truck-traffic areas the following sections: • Three inches of AC over six inches of CRB,or • Three inches of AC over four and one-half inches of ATB. We will be pleased to assist you in developing appropriate pavement sections for heavy traffic zones, if needed. CONCLUSION In conclusion,we feel that the proposed construction is compatible with the existing site conditions provided that the foregoing recommendations are implemented. We recommend that LSI - ADAPT be retained throughout the project to assure compliance with these specifications. LSi -ADAPT Job No.WA02-7226 Page 11 Mach 1, 2002 1 LSI - ADAPT LIMITATIONS We have prepared this report for use by Baldridge Development, Inc., and their agents for use in the design of this project. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. When the design is finalized, we recommend that the design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services I does not include services related to environmental remediation and construction safety precautions. 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. If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications,as appropriate. 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 this report was prepared. No other conditions,express or implied,should be understood. LSI-ADAPT Joo No.WA02-7226 Page 12 March 1,2002 LSI - ADAPT We appreciate the opportunity to be of service to you. If you have any questions or need additional information,please contact us at(206) 654-7045. Respectfully submitted LSI-ADAPT CY, .----/ • Charles C. Cacek,M.Sc. Senior Project Geologist „rFm °-Z.'—A,e . ,,. .ld. C, it.4-,'cjs•,- / r: 3` k.—,, 4L 1^S5 O w Kurt W. Groesch, P.E. 4, ` , `U.' °NALtii' 4 Senior Geotechnical Engineer ' • ; 3/ / 1= --;�=S c"r 15hoz ] Enclosuires: Appendix A—Figures Appendix B—Boring Logs Appendix C—Sieve Test Results Appendix D—City of Renton Rockery Design LSI -ADAPT Job No.WA02-7226 Page 13 March 1,2002 LSI - ADAPT APPENDIX A FIG-1 ORES LSI -ADAPT Job No.WA02-7226 Page 14 Marsh 1, 2002 t cp--^ 1-1w4 i '. `_ �ittttI k . ' 1t. •_ s, li I' it :�i/% I �r 1 j fy ( f ` t,• /' • tl� .1, tom. v) �,:t v ,_ ..,.E.........':77:.--.\—s.. -E*- I rr • .lt rsl:. a �,. `!• ji `(• I •,••.;•• �.. its, —I 1 •ri Y... ''',:-• ' • `. ?.'/7771;Ff1-:: • • ..1.••• .1-...7.,t•s,-.,.'.. • • ••-' • :zs:\ . r -. - . • 1. tv. •-s.---::-• :=.,,: `' 'i' \i. •\• .S r -rr ,,t „,,:1---1- � Jam �...t.?.. i tl -'.3`l•.' .) I _ 1. _ ,. .;:. , _ate _ r .o i •r. -- 7}• a •.�\.' 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I. :1 '�..L Lr i . ~: .•••t: . . ..� • • • Le 1 � ty°� � r�t f'��, �\ ''t -. ; --,r -may:.I. :. to I �, • r: '.•1-"1 _ �- I • _ I ......... sir E s f erg r' + ''^-'. t''t "'1 .-, t;.`,.•,., J,... ``,Z'-(_. • 1 wit.„cam- r .... i .s rx :�y--_ IJC• J .-' 'C i i-\ ,R-z,`c !b ▪ `t • Y -,g ?` ' �`,,s, ' c .:-'•s •• t/;._' '�l�`' 1 •, lilt .1.1 ,r }�_.;; -• �.. � Jam`: ; •,py• .. > 4� : ,• "1'�� •^�1\ O�".,i1 I t< Itf �s -s � jf .-!"• T t J /�..,•rj__ ! • t•mt 1 G� 1 1_.-,.-,.?4Cercr 9 . r n s0? , fxon Pmtxl tom TOM!41^:?,vljbrriro_n�-ru;ear•ropo.ti. LSI ADAPT, INC. FIGURE 1 - Location/Topographic Map 800 i, a • Avenue S.. Suite 403 Project ;Renton Retail Store C:: _ Wcsnington 98134 Location :Sunset 9oulevcrd & Ncrtneest 12tn Street Renton, Wcshington - Client : neidridge Deveicament, Inc. Job # ; Pn : 206.6Azt.7045 Fax : 206.654.70 8 Date : 02/05/02 S-WA-02-7226 DRUG STORE / �./�/ (RITE AID) ,/, // //e'f//p/' 8 / /, / / O ' I GAS STATION d�/d, i/ , j<418111 4 (UNION 76) ' ' i' ' % '/' : 1 / / /, a / , • //, / — — / , / �'r,//' / � ; biV ; V , //Qi mENT S / , '/' "/,• •/ / , /,• , / , / , / ' • , , / //•, / / /• , / ,/,, //---. LEGEND: - BORING NUMBER AND APF 0 50 100 SCALE IN FEET FIGURE 2 - Site Plan Project : Renton Retc 1 Store Location : Sunset Baulevero & Nortnecst 12tn Street Renton, Wcsningtcn Client : Beldridge Development, Inc. Date : C2/05/02 Job # : S—WA—C2-722R LSI - ADAPT APPENDIX B BOPJN( LOGS LSI-ADAPT Job No.WA02-7226 Page 15 March 1,2002 LSI ADAPT BORING LOG tsuu Maynard Avenue South,Suite 4::3 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.7048 PROJECT : Renton Retail Store Job Number : WA02-7226 Boring No. : B-1 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridge Development, Inc. Elev.bn Reference: N/A Well Completed: WA TESTING Grand Sulao.Esntbn: N/A Casing Eievatce: N/A AS-BUILT DESIGN = W J W ~ Z Z }} O N F- NZ me QC t73 4-inches asphalt over medium dense to dense, dry to moist, tan to gray, silty,fine SAND, some - - gravel S-1 6 12 _5_ 33 JS.2 24 2s 21 I-1 Vey dense, dry to moist, tan-gray,silty, fine _ S-3 35 SAND with some broken gravels 3o '0'r - Medium dense, dry to moist, brown,fine SAND, --s-4 13 -15- some silt to Bering terminated at 15.0 feet depth -20- - - - -25- - - - -30- - - - r— - LEGEND 2-. 0.D.Sdt-0, cn.-4/ _ lj State Water Lave a— //// G.'an 3aTDe oAr_ � t G•opcod ' Stanc Water Level wr...ouc Type d Analytical Testing Used DATE 10'0 I Page: a x Sample not Reed _ Penxted Gcounow.ter NR No Recovery 1 01 1 ATD At lime of OnllIrg Drii:ing Start Date: 02,04/02 Drilling Comp,et:on Date: 02/04,02 Logged By: C.C.C. LSI ADAPT BORING LOG Aaynard Avenue South,Suite 403 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.7048 PROJECT : Renton Retail Store Job Number : WA02-7226 Boring No. : B-2 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridge Development, Inc. Elevation Reference: WA Wed Completed: N/A TESTING Ground Surface Breeden• WA Casing Elevation: WA AS-BUILT DESIGN �� Wm to. a� 3= a zw Q vie oil mu o¢ .1 4-inches asphalt over loose, moist, brown, gravelly, fine SAND (Fill) - - - 1 1/2-inch asphalt layer at 1.5 feet depth - - - _ — Loose, dry to moist, oxidized brown,fine SAND, - -S-1 2 some silt, trace gravel 1 5 Medium dense, brown, fine SAND, some silt S-2 a - 1 5 s HGrades to tan-gray _ S-3 4 5 L,n- 5 _ I Medium dense to dense, dry to moist,tan-gray, j^s-4 6 fine SAND, some gravel and silt t 9 12 I- - s- : 12 _ 20 - 18 -15- Boring terminated at 15.0 feet depth -20- -- - - r -25- - - - -30- - - 4. LEGEND _ r ~ _ 1 2-incb O.D.Sprit-Spoon Sdnpw S sic Na:er Level at Cnilmg rffi c Grao Sample .-- DAT�E ic T— 1'Geoprobe i/ Static Haler Level (r eetseeI Type of Analytical Testing Used E DATE I «M I Page: _ Sample ref Recovered Penarea Gmunawater NR No Recovery X ATD At Time of DnJIIng 1 of 1 Drilling Start Date: 02'04/02 Drilling Compie::cn Date: 02/04/02 Loggea By: C.C.C. y LSI ADAPT BORING LOG ,,,,Maynard Avenue South,Suite 403 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.7048 PROJECT : Renton Retail Store Job Number : WAO2-7226 Boring No. : B-3 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridge Development. Inc. Elevation Reference: N/A Well Compkmd: N/A TESTING Ground Surface Seaga,: N/A Casing Elenwm: WA AS-BUILT DESIGN z cc o_. ma 3Z az 5 O,.E �O y . HZ it0 Oc L 4-inches asphalt over very loose, dry to moist, oxidized brown, silty,fine SAND, some silt - - - T 0 0 -5_ 0 S2 1 - 1 0 0 - - - Loose, dry to moist, tan-gray, fine SAND,some - 1 i,J-3 2 silt Li a - --- 2271se, moist, gray, silty, gravelly, fine SAND, - -S—' t6 - -15- some medium to coarse SAND 15 13 - Boring terminated at 15.0 feet depth -20- - - - -25- - - - -30- - - - LEGEND 2-riot 0.C.Spirt-s ,Sande State Water Lavet at Caning Gran Sampe c DATE M 1'Geoprobe Static Water Levet erne.o W Type o Analytical Testing Used ° 1 DATE �__� Page: i \X/ Sample not Recovered .� Perched Groundwater NR No Recovery / \ ATC At Tme of Dnlllrg I of Drilling Start Date: 02/04/02 Drilling Complet.cn Date: 02/04,02 Logged By: C.C.C. LSI ADAPT BORING LOG laynard Avenue South,Suite 403 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.704-8 PROJECT : Renton Retail Store Job Number : WAO2-7226 Boring No. : B-4 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridge Development, Inc. Eievadrn Relevance: N/A Well Competed: N/A TESTING Ground Surface Elevab,: N/A Casing Elevation: N/A AS-BUILT DESIGN a �w - i == yr c_w C " Z 0 7 J °- 5a ` i3 m2 c< _ n Z 9 U O 2 ( —0 Medium dense, dry to moist, brown,gravelly, silty, fine SAND - • - - Loose below 2.0 feet �/ Loose, dry to moist, oxidized brown, silty, ITS-11 -5— gravelly,fine SAND s - 3 TS22 2 2 Boring terminated at 8.0 feet depth H — - 1- - -25- - - - -30- - - - 1, LEGEND . 2-inch 0.D.Sot-Spoon Sape _. S1acc'Water Lavet at Dnlling b I A Gran Sample 0 c T V Geaonobe D�DATE Static Water Level line..eu Type atAnayecat Tasting Used ATE e u�I(L/ Sample nct Recovered Petaled Groundwater NNRR No Recovery Page LL \ = ATD At Time of Drilling 1 of 1 Drilling Start Date: 0204102 Drilling Completion Date: 02'04,'02 Logged By: C.C.C. LSI ADAPT BORING LOG ..,.laynard Avenue South,Suite 403 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.7048 PROJECT : Renton Retail Store Job Number : WA02-7226 Boring No. : B-5 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridge Development, Inc. Elevation Reference: NIA Well Completed: N/A TESTING Ground Surface Eeradon. N/A casino Elevation: N A AS-BUILT DESIGN w u�¢ 7_ z= i �S Z 2a —O y� viz � O¢ �3 4-inches asphalt over loose, moist, oxidized brown, silty, fine SAND - -Ts-1 2 -5— 3 1S-2 1 3 Medium dense to dense, dry to moist,tan to 15 gray, silty, gravelly, fine SAND -T S-2 ,3 11 1 C 2 1 -- _ S-i 12 Fine SAND, some silt and gravel - 12 _ -15� Scr'r:g ,erminated at 15.0 feet depth -20- - - - — _ -25- - - - -30- - - LEGEND oE 2-nci O.D.Split-Scoop Sample _ DA7E ��— Static Wave,Level at Dwirc /j; Gran Sample ,•Geoprobe Static Water Level llrm..o e.y Type d Analytical Testing Used nDATE l_.� eSample not Recovered .. Perthed Groundwater NR No Recovery Page: LL ATD At Time of[Wan; 1 Of 1 Drlaing Star.Date: 02,04102 Drilling Completion Date: 02104/02 Logger By: C.C.C. LSI ADAPT BORINGLOG laynard Avenue South,Suite 403 Seattle, Washington 98134 TEL:206.654.7045 FAX:206.654.7048 PROJECT : Renton Retail Store Job Number : WA02-7226 Boring No. : B-6 LOCATION : Sunset Boulevard & Northeast 12th Street Renton, Washington Baldridae Development, Inc. Elevation Reference: WA Well Completed: N/A TESTING Ground Surface Elevation N/A casing Elevation: N/A AS-BUILT DESIGN ww ? is 0 a/- v<ii flUi o¢— ( 4-inches asphalt over moist, brown, gravelly, fine to medium SAND - - Loose, fine SAND at 2.0 feet Loose, dry to moist, oxidized brown,fine SAND, —-$' 2 —5 some silt,trace gravel ? 5 Grades to tan-gray, medium dense — 4 5 Bor?;:g terminated at 13.0 feet depth -15- — - _ -20- — - - -25- — - - -30- — - - d — - a LEGEND c :-nct O.D.SplilSoccn Sample Sono Niter Level as[MINN Gras Sample 00 DATE —� 1'Geooraba V Static Water Laws e Type of Analytical Testing Used E DATE u i \ / Sample not Recovered �_ Permed Groundwater NR No Recovery Page /c\ ATD At'me of Drilling 1 Of 1 LL Dating Start Cate: 02/04/02 Drilling Completion Date: 0204/02 Lcgg.c Sy: C.C.C. LSI - ADAPT APPENDIX C STEVE TEST RESULTS LSI-ADAPT Job No.WA02-7226 Page 16 March 1,2002 Project Name: Rentor: ..,..ail Location of Project: Project No: WA02-7226-0 Performed by: MWT Client: Baldridge Development Date: 2/26/02 Soil Description: SAND with some silt Source (Boring/TP): B-4 Sample No: S-1 Sample Depth: 2.0 - 3.0 ft Retained < No. 4 Fraction I Native rt' on: No. 4 Prewash (g) Postwash (g) Tare ID U U I I Tare Weight (g) 408.50 408.50 152.80 152.80 Wet Weight (g) 2,000.40 `* e -k' 4 r : t,..Mx : Dry Weight(g) 1,862.80 736.90 527.20 484.70 Water Weight (g) 137.60 ; � ': 4 _`i� - '� `�/ ) Dry Soil Weight (g) 1,454.30 328.40 374.40 _ 331.90 1 42.50 Water Content, it, (%) 9.5 3°' * "z"! ,�" r' r ',, rm' g,`rrs `,'„' '': etil Pre-Screening on: No. 4 % Passing I Retained (g) % Retained Passing (g) ; % Passing No. 200 328.40 22.6 1.125.90 1 77.4 I 9.3 f Sieve Size Diameter Weight % Retained ) ;o Passing (mm) Retained (g) II 3 in 75.0 0.00 1-1/2 in 37.5 0.00 3/4 in 19.0 47.30 3.3 96.7 3/8 in 9.5 175.90 1 12.1 84.7 No. 4 4.75 101.10 1 7.0 77.7 PAN .. , 3.30 o '' _ ` : "� y.-t ,, < max. t :,� Subtotals taf F x' ".'it, 327.60 22.3 „ . ..1,-.,-,NTt M No. 10 2.00 36.30 7.5 70.2 No. 20 0.850 41.10 8.5 61.7 No. 40 0.425 82.30 17.0 44.7 No. 60 0.250 1 94.90 19.6 25.1 No. 100 0.150 52.80 10.9 1 14.1 No. 200 0.075 23.20 4.8 9.3 PAN t at'V ::;: � .�4.,. ,4-. #. 1.60 Y , . ,,,, Subtotals `.� �+' 332.20 68.4 .,: ;. . •"` Error check on (+)#4 (pestwash/postsieve): 0.2% <2% (OK) Error check on (-)#4 (postwash/postsieve): 0.1% <2% (OK) Dust Ratio: 0.21 7:25-Rentcn?eta:-9a:dndse Rev.2 L , f �" Grain Sze-Lab Feb/02 Project Name: Rentor :ail Location of Project: Project No: WA02-7226-0 Performed by: MWT Client: Baldridge Development Date: 2/26/02 Soil Description: Silty SAND Source (Boring/TP): B-5 Sample No: S-1 Sample Depth: 2.0 - 3.5 ft Retained < No. 4 Fraction Native w on: No. 4 Prewash (g) Postwash (g) Tare ID V V B B Tare Weight (g) 409.20 409.20 150.00 150.00 Wet Weight (g) 1,609.50 ' .'' ,'Y ;''<: : =; .� 7;; 4:vc Dry Weight (g) 1,517.20 614.90 497.00 440.00 Water Weight (g) 92.30 Ruu t3; '' ". r t,._r,.. z..,4-� �.4 i. .:.. -. :i:' i... Washed (g) Dry Soil Weight (g) 1,108.00 205.70 347.00 290.00 57.00 Water Content, w (%) 8.3 1 M1,ti w w Pre-Screening on: No. 4 % Passing Retained (g) % Retained Passing (g) I % Passing No. 200 205.70 I 18.6 902.30 I 81.4 14.4 I Diameter Wei�-.",t I Sieve Size % Retained ° Passing (mm) Retained (g) .atsi£!r :..14ti«c±.4.Iti<`�A?}..:t ?FW; , 3 in 75.0 0.00 1-1/2 in 37.5 0.00 3/4 in 19.0 36.00 3.2 96.8 3/8 in 9.5 88.30 8.0 88.8 No. 4 4.75 82.10 7.4 81.4 PAN uma. Subtotals k� . f&, : "208.20 I 18.6 ' { i' '.'= No. 10 2.00 26.30 6.2 75.2 No. 20 0.850 26.60 6.2 69.0 No. 40 0.425 55.80 13.1 55.9 No. 60 0.250 81.80 19.2 36.7 No. 100 0.150 60.50 14.2 22.5 No. 200 0.075 34.20 8.0 14.4 PAN tc;{ti`�,... R, '& 5.10 I " ,�ri,44 ; ` r 4�» =,+? ;- Subtotals s-44.-4 -, °`wx.3 290.30 66.9 - Error check on (+)#4 (postwash/postsieve): 1.2% <2% (OK) Error check on (-) 44-4 (postwash/postsieve): 0.1910 <2% (OK) Dust Ratio: 0.26 F'T Inc. ;_S-ReltC,n Reza I-3al:rCce Rev.2 Grain Size Analysis Report 3 in. 1.1/2 in. 3/4 in. 3/8 in. #4 #10 #20 #40 #60 #100 #200 100 I w L • I I I II I L 90 — I I 80 I • — —I-- ---— I 61 70 I — -- • -- ----I. -- 60 —1 — --- = ' —0—1 c0 — }3I. to . -- c 40 i— - -j 30 -L i 20 — \\:::: . 0 ' /-' ' 1 COO 100 10 1 0.1 0.01 0.001 Grain Si-1 (mm) Gravel Sand Cobbles Silt or Clay Coarse Fine Coarse I MeciJm l Fine Source or Native Silt/ Boring/ Sample Moisture Gravel Sand Clay Test Test Pit Sample Depth Content Content Content Content No. No. No. (ft) Soil Description (%) (%) (%) (%) 1 B-4 S-1 2.0- 3.0 SAND with some silt 9.5 22 69 9 2 B-5 S-1 2.0- 3.5 Silty SAND 8.3 19 67 14 3 4 5 Project Name: Renton Retail NOTES. Project No: WA02-7226-0 Client Name: Baldridge Development Test Standard: ASTM:D-422 Date: 2/26/02 LSI ADAPT, Inc. 7226-Renton Retail-Baldridge GramRev.2 Size-Rpt Feoi02 LSI - ADAPT APPENDIX D CITY OF RENTON ROCKERY DESIGN LSI-ADAPT Job No.WA02-7226 Page 17 March 1,2002 6" of 5/0" l-)— . uI I idU.cl_ . Crushed Rock 1 OR hLATlEN • fi: PI 7=71---1fl l 1= 11? r41lY=L-4". 6" QUARRY STALLS y � � o��1'10 v, SE �� 4 iS .�^` _----APPROVED FII.iF--R FABRIC IV WAX. FACE J \ ,�.__ �� MAY BE REQUIRED UNDER VOID 6" CERTAIN SOIL CONDITIONS ff II1i1 �: ��-Mi .5 - UllII. a� 111=,• /,-- CHINK VOIDS, 6" OR GREATER • - L) U �� � 0, m 1 12" MINIMUM fY 14.!iii II. �,IC s-J .�; ,Ohl �I" =-1; 6" PERFORATED DRAIN PIPE, RUN TO ' ` �- W1 I STORM SEWER OR AS DIRECTED BY I i _ = � =1 _jF�=�ll1 TI I f 11 -4 y- pl=Jlh- THE ENGINEER 12" ►1 I II. N•'I-i....- —11111➢�IUI I -.--*1 .... UNDISTURBED SOIL OR COMPACTED FILL THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. 1111 ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE FIER. I MAN ROCKS 150 LBS. MIN. 300 LBS. MAX. SIZE 10" IN ITS LEAST DIMENSION 2 MU ROCKS 300 LBS. " 800 LBS. " SIZE 13" TO 18" 3 MAN ROCKS 800 LBS. " 1500 LBS. " SIZE 10" TO 24" 4 MAN RUCKS 1500 LBS. " 2100 LBS. " SIZE 24" TO 32" Rockery Details 5 MAN ROCKS 2100 IDS. " 3000 LBS. " SIZE 30" 10 38" 'ANY ROCKERY GREATER THAN 8 FEET IN HEIGHT MUST DE DESIGNED AND INSPECTED BY A LICENSED ENGINEER WITH GEOTECIINICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. ROCKERIES 7 FEET AND LOWER SHALT. OE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM . BOTTOM TO TOP. ' - ROCKERIES 7 FEET AND HIGHER SHALL BE CONSTRUCTED OF 5 MAN TO 2 MAN ROCKS FROM • N. O ADOPTED CITY OF RENTON BO FT014 TO TOT'. ' I 'Q ST DutU PLAN ? 1.S DATE:1-Nov_85 f,N 1�, f\( NAM F. Tilt-fl`? Sr' PAC T'7 TN117 ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 03-28-2002 Land Use Actions RECEIPT Permit#: LUA02-038 Payment Made: 03/28/2002 03:28 PM Receipt Number: R0201665 Total Payment: 1,780.94 Payee: BALDRIDGE DEVELOPMENT GROUP LLC Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 500.00 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 5022 000.345.81.00.0019 Variance Fees 250.00 5955 000.05.519.90.42.1 Postage 30.94 Payments made for this receipt oFVo. Op Trans Method Description Amount Cf'lO F/V% Payment Check 3835 1,780. 94 FRFN 0A1 /NQ Account Balances CQ Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Special Permit Fees .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604.237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42.1 Postage .00 Lk4 oz. -03S TRANSPORTATION PLANNING & ENGINEERING, INC. 2223-112''AVENUE N.E.,SUITE 101 -BELLEVUE,WASHINGTON 98004-2952 TELEPHONE(425) 455-5320 VICTOR H.BISHOP,P.E.President DAVID H.ENOER,P.E.Vice President FACSIMILE(425)453-5759 March 27, 2002 Mr. Allan Kann BALDRIDGE DEVELOPMENT, INC. do John G. Hallstrom, AIA SCONZO HALLSTROM ARCHITECTS PSC MICROFILMED 919 124th Ave. N.E., Suite 101 Bellevue, WA 98005 Re: Sunset Blvd. Walgreen's Drugstore - Renton Trip Generation Analysis Dear Mr. Kann: We are pleased to submit this trip generation analysis for the proposed 13,555 sq. ft. Walgreen's Drugstore to be located on the southeast corner of Sunset Blvd./N.E. 12th St. in the City of Renton. This project will replace a number of existing buildings that currently exist on the subject site. Access to the site is proposed via four driveways with one on N.E. Sunset Blvd., two on Lynnwood Ave. N.E. and one on N.E. 1111h Place. We have visited the project site and surrounding street network. The work included in this report is based on the information provided by Mr. Hallstrom, AIA, our past work experiences in the City of Renton, and the City of Renton Policy Guidelines for Traffic Impact Analysis of New Development, revised October 20, 2000. The summary, conclusions and recommendations begin on page 5 of this report. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the proposed site and the surrounding street network. Figure 2 shows a preliminary site plan provided to us. The plan consists of a 13,555 square foot drugstore building, interior circulation and parking. The site plan shows parking for 73 vehicles with four being used for handicap. Access to the project is via four driveways with one on N.E. Sunset Blvd., two on Lynnwood Ave. N.E. and one on N.E. 111h Place. DEVEI_u,'`' i' I't+t:G CI IY OF RENitON MAR 2 8 .. . 11Chds s Prq 2 Wepreen's 7f4.doc Mr. Allan Kann BALDRIDGE DEVELOPMENT, INC. March 27, 2002 Page 2 Full development of the 13,555 sq. ft. Walgreen's Drugstore project is expected to occur upon approval by the City of Renton. We have used 2005 as the horizon year for the purposes of this study. EXISTING PHYSICAL CONDITIONS The project site is presently developed. The development consists of the following uses: • Lucky Food Mart - 2,517 s.f. • Liquor Store - 4,176 s.f. • Baskin & Robins & Shops - 2,166 s.f. • Jack's Restaurant - 2,987 s.f. The above facilities are served via six driveways, three on Lynwood Ave NE, one on NE 12th St., one on Sunset Blvd NE and one on NE 11 th Place. The driveway on NE 12th St and the middle driveway on Lynwood Ave NE will be removed as part of the proposed project. Street Facilities Figure 3 shows existing traffic control, number of street lanes, number of approach lanes at intersections, and other pertinent information. The primary streets within the study area are classified in the City's Comprehensive Plan as follows: N.E. Sunset Blvd. Major Arterial N.E. 12th Street Collector Arterial N.E. 11th Street Local Access Lynwood Ave. N.E. Local Access Northeast Twelfth Street adjacent to the site has four travel lanes and is classified by the City as a Collector Arterial. The posted speed limit is 25 miles per hour (MPH). Our traffic engineering experience suggests that the 25 MPH speed limit to be low for an arterial street. Typically urban arterial streets are posted at 30 MPH or higher. Transportation Planning & Engineering, Inc. (TP&E) conducted an extensive traffic safety program for the City of Lynnwood. The City, at that time, had a number of arterial streets posted at 25 MPH. Speed studies conducted before and after raising the limit to 30 MPH showed that the average vehicle speeds actually decreased with the 30 MPH limit. This is likely attributable to motorists' more readily respecting speed limits when they are consistent with the street conditions. Ideally, speed limits should be set at the 85th percentile speed and traffic engineering analysis. Speed limits set based on the 85th percentile speed typically result in fewer accidents and safer traffic operations. Pedestrian Facilities Curb, gutter, and sidewalks exist along the project sites friontages to the adjacent City streets. ❑Chrislcl-ProjectstR ProjectstR0610402 Walgreen's TIA.doc tiR Mr. Allan Kann BALDRIDGE DEVELOPMENT, INC. March 27, 2002 Page 3 Transit Facilities Metro Transit is the transit agency that serves the study area. According to our field review of the vicinity, bus routes 105 and 240 would serve the project site. TRIP GENERATION A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. Trip Generation Table 1 shows the vehicular trips during an average weekday and during the AM and PM street traffic peak hours for the proposed 13,555 sq. ft. Walgreen's Drugstore project. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for Pharmacy/Drugstore with Drive-through Window (ITE Land Use Code 881). These trip generation values account for all site trips made by all vehicles for all purposes, including commuter, visitor, recreation, and service and delivery vehicle trips. The trip generations for the existing buildings to be removed from the development site are also shown on Table 1. The following ITE land use codes were utilized: 814 — Specialty Retail Center (Baskin & Robbins and Liquor Store) 832— High Turnover Sit Down Restaurant (Jack's Restaurant) 851— Convenience Market (Lucky's) A pass-by trip is an existing trip that comes directly from the traffic flow on a road adjacent to the project site and does not require a diversion for another roadway. Table 5-1 of the Trip Generation Handbook, October 1998, identifies pass by-rates for the proposed Walgreen's Drugstore project and also the existing developments on the site. The pass by-rates associated with the different site developments are shown on Table 1 of this report. Based on our trip generation calculations a decrease in Weekday, AM and PM peak hour traffic volume would occur with redevelopment of the subject site to a drugstore use. CITY OF RENTON OPPORTUNITY The N.E. Sunset Blvd./N.E. 12`h St. intersection is projected, based on past experience, to operate at good LOS with existing approach geometrics and phasing. A number of potential improvements could be implemented at the intersection that would further enhance its operation. Potential improvements could be as follows: • Revise N.E. Sunset Blvd. left turn phasing. The existing protected only left turn phasing serving N.E. Sunset Blvd. motorists does not appear consistent with WSDOT guidelines. 11ChdsIcl-ProjeclstR Projecls1R0610402 Walgreen's TIA.doc Mr. Allan Kann BALDRIDGE DEVELOPMENT, INC. March 27, 2002 Page 4 The left turn traffic volumes are relatively low and based on our operational analysis would have ample opportunity to turn with permissive phasing only. • Rechannelize the N.E. 12`h St. approach — currently N.E. 12th St. has two entering and two departing lanes at its intersection with N.E. Sunset Blvd. Restriping the existing 4 lane cross section to three lanes would provide space for left turn channelization. Left turn pockets would be provided at the intersection of N.E. Sunset Blvd. which would convert to two way left turn channelization away from the intersection. • Operate the signal with 2-phases —The optimum intersection operation occurs with a 2- phase signal operation. The existing signal provides additional left turn phasing for N.E. Sunset Blvd. motorists and provides separate phases for the N.E. 12th St. motorists. Removing these additional phases results in a dramatic, almost 50% reduction in average delay motorists incur at the intersection. The above suggestions are for City of Renton Staff informational purposes only. As stated earlier, the N.E. Sunset Blvd./N.E. 12th St. intersection operates at satisfactory LOS as currently configured and phased. TRAFFIC IMPACT MITIGATION REQUIREMENTS The City's Comprehensive Plan establishes a citywide traffic impact mitigation fee rate of$75.00 per average weekday trip. The fee rate was developed as documented in the City's Transportation Mitigation Fee Support Document, and adopted with resolution no. 3100 and ordinance no. 4527. The fee rate is based on developers paying their fair share (9%) of a 20-year transportation improvement program costing $134,000,000. The Comprehensive Plan states that in addition to the fee, there may be site-specific improvements required by the City to mitigate on-site and adjacent facility impacts. However, on-site and adjacent facility impacts are not defined. The Comprehensive Plan also states that a development may qualify for a reduction of the $75.00 per vehicle trip mitigation fee through certain credits for development incentives, construction of needed transportation improvements (arterial, HOV and transit), through public/private partnerships, and transportation demand management. Specific credits and the amount of the reduction in the mitigation trip rate fee that could result from such credits will be determined on a case by case basis during the development permitting process. The subject project is a redevelopment of an existing developed site. Our trip generation analysis indicates that the Walgreen's Drugstore would generate less traffic than the existing uses onto the adjacent street system. Therefore no traffic mitigation fee should be required. liChrislcl-ProjecfslR Projecfs1R0610402 Walgreen's T1A.doc Mr. Allan Kann BALDRIDGE DEVELOPMENT, INC. March 27, 2002 Page 5 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS This report uses trip generation rates taken from the ITE Trip Generation, 6th Edition, to generate the average weekday, AM and PM peak hour trips. The Trip Generation Handbook, October 1998, was also used to obtain pass by rates for the proposed Walgreen's project and the existing developments on the site. Our analysis shows that the proposed project would generate less traffic than the existing developments on the site. Based on our analysis the Renton Walgreen's Drugstore project should be approved with the following traffic mitigation measures: 1. Construct the subject project in accordance City of Renton requirements. 2. No traffic mitigation fee should be required. The proposed project is a redevelopment of an existing developed site. Call us at 425.455.5320 or email us at Valdeztranplaneng.com or mjacobs(a�tranplaneng.com if you have any questions. Very truly yours, zr IA ��` �,n,;�, *� TRANSPORTATION PLANNING 16 -No & ENGINEERING, INC. o3 24• oZ Mark J. Jacobs, P.E., P.T.O.E. ',; Associate CVV:mc ��`''� ,:.� FUNKS 03/ ()'le IIChrislcl-ProjeclslR Prgecls1R0610402 Walgreen's TIA.doc iiR TABLE 1 Walgreen's Drugstore— RENTON TRIP GENERATION ANALYSIS TRIP GENERATION TIME PERIOD TRIP RATE TRIPS TRIPS DRIVEWAY PASS BY STREET ENTERING EXITING TOTAL TRIP % TOTAL (1) Pharmacy/Drugstore (ITE Land Use 881; 13,555 sq. ft.) Average T = 88.16X 598 (50%) 597 (50%) 1195 49 % 586 Weekday Peak Hour T = 2.66X 21 (57%) 15 (43%) 36 0% 36 PM Peak Hour T = 10.40X 69 (49%) 72 (51%) 141 49% 69 Convenience Market (ITE 851; 2,517 sq. ft.) Average T = 737.99X 929 (50%) 929 (50%) 1858 61% 1133 Weekday AM Peak Hour T = 65.39X 137 (83%) 28 (17%) 165 0% 165 _ PM Peak Hour T = 53.73X 90 (67%) 45 (32%) 135 61% 82 Specialty Retail Center (ITE 814; 6,342 sq, ft.) Average T = 40.67X 128 (50%) 128 (50%) 256 34% 87 Weekday AM Peak Hour N/A N/A N/A N/A 0% N/A PM Peak Hour T = 2.59X 2 (15%) 14 (85%) 16 34% 5 High Turnover Sit Down Restaurant (ITE 832; 2,987 sq. ft.) Average T = 130.34X 195 (50%) 194 (50%) 389 43% 167 Weekday AM Peak Hour T = 9.27X 15 (52%) 13 (48(Y0) 28 0% 28 PM Peak Hour T = 10.86X 19 (60%) 13 (40(Y0) 32 43% 14 NET TRIPS Average -- <654> <654> <1308> -- <801> Weekday AM Peak Hour -- N/A N/A N/A -- N/A PM Peak Hour -- <42> 0 <42> -- <32> T = Trips X = 1,000 sq. ft., housing units * Baskin & Robbins and Liquor Store A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The above trip generation values account for all site trips made by all vehicles for all purposes, including commuter, visitor, recreation, and service and delivery vehicle trips. (1) Pass by trip percent per the Trip Generation Handbook and our traffic engineering experience. ❑Chris1c1-ProjectslR Projecfs1R0610002 Walgreen's TIA.doc J./ r SE 10 th St lt ,,,/- 1.h!E sfh st _11_E_J 7 t h St .------- NE ISM St / 7 i _ NE Sunset Blvd 1 Il � I to w o z z o J4th t a) to > N E_ a w z ¢ ¢ 5} '\ a); 0 (Li 0 13�r= ¢ G z _ I ro x x 03 Project Site I 0. N-11 NE_1- Lh_S1— 1 ---- -—_._ f' • toy '` W P*) O./ i :1' \ kt•" ¢ Iki m v _______________--- 4 . 0 / o N�11I1+ L / t. 4 //� a • z N z 03 0‘ > w tv ¢ z w �7. 2• /ft Do z NE10th _. \ ,.. C. F 1 e / }/ c m _____.._ NE_SO1h Ln —� SOPl / \c@ NF.10rp Sf 1t 1—\ \ \ ci. — I I _ Streets Plus VICINITY MAP FIGURE SUNSET BOULEVARD WALGREEN'S DRUGSTORE - RENTON 1 TRAFFIC IMPACT ANALYSIS 2 \ t ,',//,',1(7,-- em u ..6 p;u 601[[2 t' t a ...... ://:///1)///R//‘ ZEP ssl . .1 1 I 11 I Ti '11:11 .1 -11' 1 1 11 i 1 .." •,....,, b! I, , i '/, . r`i 1 !� \ �.�.�--�Lif f�i DR-up STORa ,: 1, , 1 �� J • 13SSS:SF. 7!,,.y 1 ' 1 JI \ - �� < _ jy l 1 \;+` .ems.tm•�.;':f7q..,z ,j.. 1 %fc ii x,!~ _�- �1 a1R ' _.�... WAL REENS STORE •"I355 ��// Scare:" . 5E•o• FOR o ao a' 20 A0=a• BALDRIDGE 000.,j00000. DEVELOPMENT, INC. REv'SE'03.05.02 ,� FIGURE SITE PLAN ! SUNSET BOULEVARD WALGREEN'S DRUGSTORE - RENTON / 2 TRAFFIC IMPACT ANALYSIS W C Z 0 ai a_ > Q � 3 o N 900 7 1► � not to scale NE 12th St. �- 4L 25 mph /, Project Site/ N.E. 11th PI. r r Qr tea' AD w 0� h\ Z Z oz;`' > v � � o c o o 3 Y c Y J LEGEND C) Traffic Control Signal 4i Stop Sign XX mph Posted Speed Limit Approach Lane & Direction XL Number of Roadway Lanes EXISTING STREET CONDITIONS FIGURE SUNSET BOULEVARD WALGREEN'S DRUGSTORE - RENTON 3 TRAFFIC IMPACT ANALYSIS ROM : TRAFFICOUNT FAX NU. : 360 491 1079 Mar. 26 2002 02:0*1-'M 1-'2 TRAFFIcOUNT, INC. 4820 YELM HWY B-195 RENTON WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE08001P IE SUNSET BLVD 360-491-8116 Slte Code :00000001 ,JE 12TH ST Start Date :03/21/2002 LOC#01P TPE02078M Page No : 1 Groups Printed-PRIMARY -. NE SUNSET BLVD -1 NE 12TH ST NE SUNSET BLVD NE 12TH ST From North From East From South From West APP APP. APP• i App. F]rclu. Inclu, Irrt Start Time Right fire Left Truck Right aus Left Truck Right Thm Left TOO Right Thru Left Truck Total Total Total Total Total Total Total Factor 1.0 1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 i.0 Co 1.0 1.0 1.0 1.0 1.0 I 1.0 _ 04:OOPM 48 174 11 5 233 10 32 19 2 61 21 162 8 2 191 4 64 38 3 106 13 591 604 04:15PM 32 173 8 5 213 13 26 16 1 54 23 194 8 3 226 0 54 32 5 92 14 584 598 04:30PM 37 157 18 3 210 9 27 16 1 62 18 185 9 2 212 8 66 39 2 103 8 577 585 04:45 PM 31 171 17 1 219 17 25 19 0 61 33 208 6 4 247 5 47 51 1 109 8 830 636 Total 148 675 52 15 875 49 110 69 4 228 95 749 31 II 815 23 221 160 11 404 41 2382 2423 05:00 PM 31 177 14 2 222 14 27 19 2 60 24 195 12 1 231 7 48 44 2 99 7 612 619 05:15 PM 39 176 I5 1 230 16 34 14 0 63 19 178 1 2 198 5 42 43 1 90 4 581 685 05:30 PM 40 154 13 0 207 7 37 12 2 56 19 198 12 5 229 5 53 43 2 101 9 593 802 05:45PM 48 172 12 3 232 13 29 13 0 55 22 154 5 2 181 10 52 41 0 103, 5 571 576 Total 168 679 54 8 891 49 127 58 4 234 84 725 30 10 839 27 195 171 5 393 _ _25 2357 2382 Grand Total 306 1354 106 21 1766 98 237 127 8 462 179 1474 61 21 1714 50 416 331 16 797 66 4739 4805 APPrrh% 17.9 76.7 6.0 21.2 51.3 27.6 10.4 88.0 3.6 6.3 52.2 41.5 Total% 6.5 28.6 2.2 37.3 2.1 5.0 2.7 9.7 3.9 31.1 1.3 36.2 1.1 8.8 7.0 16.8 . 1.4 98.6 f NE SUNSET BLVD NE 12TH ST NE SUNSET BLVD NE 12TH ST From North From East From South I From West Start Tim!I Rich 1 Thru 1 App.Total Right.' 7km I Left L App.Total I Right 1 llrm I Lcft I App.Total I Right I Thru 1 Left I App.Total I Int.Total 1 eak Hour From 04:00 PM to 05:45 PM-Peek 1 of ' Intersection 04:45 PM Volume 141 878 59 878 53 123 64 240 95 779 31 906 22 190 181 393 2416 Percent 16.1 77.2 6.7 22.1 51.3 26.7 10.5 86.1 3.4 5.6 48.3 46.1 04:45 Volume 91 171 17 219 17 26 i9 61 33 208 a 247 5 47 51 103 830 Peak Factor 0.959 Nigh lot. 05:15 PM 05:15 PM 04:45 PM 04:45 PM Volume 39 176 15 230 16 34 14 83 33 208 6 247 5 47 61 103 Peak Factor 0.954 0.962 0.918 0.954 eak Hour From 04:00 PM to 05:45 PM-Peek i of 1 By Approach 05:00 PM 04:46 PM 04:16 PM 104:00 PM Volume 158 679 54 891 53 123 04 240 96 782 35 916 23 221 160 404 Percent 17.7 78.2 6.1 22.1 51.3 26.7 10.7 85.5 3-8 5.7 54.7 33.6 High Int. 05:45 PM 05:15 PM 04:45 PM 04:00 PM Volume 48 I72 12 232 15 34 14 63 33 208 6 247 4 64 98 106 Peak Factor 0.960 0.952 0.926 0.953 -RUM : TRAFF I COUNT FAX NO. : 360 491 1079 Mar. 26 2002 k1 : 1UH-11 P3 TRAFFICOUNT, INC. 4820 YELM HWY B-195 RENTON WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE08001P NE SUNSET BLVD 360-491-8116 Site Code :00000001 JE 12TH ST Start Date :03/21/2002 1.00#O1P TPE02078M Page No :2 �— NE SUNSET BLVD NE 12TH ST NE SUNSET BLVD NE 12TH$T From North From East _ From South From West SranTlme; Rlslrt Tk Lck(ry —AIW.ToU R1 I Ctrt-(, Mod ry( Loft( App. Total Right[—TMu I tehl App.Total Right __ TAru l _ Land. App_Total( lnt.Total Peek Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 tnt<rscction 04:45 PM I Volumc 141 670 59 878 53 123 64 240 96 779 31 906 22 190 181 393 I 2416 Percent 16.1 772 6.7 22.1 51.3 217 10.6 86.1 3.4 5.6 48.3 46.1 04:45 Volume 31 171 17 219 17 25 19 61 33 208 8 247 5 47 51 103 630 Peak Factor 0.959 High Int. 05:15 PM 05:15 PM 04:46 PM 04:45 PM volume 39 176 15 230 15 34 14 63 33 209 6 247 5 47 51 103 Peak Factor 0.454 0.052 0.916 0-954 I NE SUNSET BLVD �I 14131 —ill IT �]J Right Thiru Le tt -+ 4_1r � NOnh w S g• 1 2 ilr r: • 1'J'�II F--F 1/024:A5:00 PM +2 ei 21/02 6:30:00 PM = Z E to �'�, PRIMARY _.__ 0 — 1 41 T r Ft.en_ ( 7641 L_e i r;ass7 Out In Total NF RI INSFT RI Vr1 660-CPS OIL WATER SEPARATOR Projected Plate Area = 444 Sq/ft - 6•-8"Top Section Maximum Process Flow = 415 GPM 6-0"Vault O.c12 L'C's ! — UV Co 2-332P,Galvanized Diamond Plate Cover r -4- 'i JL._ -� 1 • \\r\r\r�\,-N,N.W.sr\ rNi1i-phi er r\•Nr\\r?,-,r�� ,i �i`i i ri`ii`ii`i`i`i i i``r��`rr�`rT`r`r`r` r`i`i i iiy, fry�r�r�rr��r� �r�r�r�r� � r� �r�r1' • ,Try �r� ����r�r�r�r� �r��r�r�r� �� �r� =. N.���\\\N�\\\`\\\\\\.\ �� \\\\\ � o Z . .... ....... ............... �i`i`i.`i `i `i.�r� �r�r��r�r�rr�r�i`i `i`i i i•.`i. I �•, �;��.��;����,�iir�a•���-�-��--�.-,.��-ate�' L_ DTI •‘ PLAN VIEW 3/4"Dia.Lift Insert 4 Places In Top Section 1 1"Dia.Lift Hole 1 Each Side,2 Sides Contractor To Plug(Grout) Hold-Down After Installation-,\ For Coalescing Media TOP ELEVATION "� I I I 11\ I ) 1 1 1 I N'o b i „.... L \ Dfo1I n l - � , ao � lLrj I . INLET I.E. _1J �• g$ d$$I$I11 0.� C_ OUTLET I.E. I l"1 l I ' ) INLET PIPE 2/ With Sampling Tee p — I— — OUTLET PIPE By Others 0 With Sampling Tee a 0 1 By Others 1• I D. r in •OUTLETPIPETOSE •0 m! - LARGER THAN n Oil Retaining ' INLET PIPE 111 o 0. , I Weir ,c • v d .1 _0 1 . o • C u �� ,-� s 0 • . 0 . 0 .0 Y. 0 ..O I Sediment Weir -- Coalescing Media STRUCTURAL NOTES: SECTION AA INFORMATION NEEDED: 1.Concrete:28 Day Compressive Strength f c=4500 psi 2.Reba r:ASTM A-615 Grade 60 -Top Of Separator Elevation 3.Mesh:ASTM A-185 Grade 65 Inlet Pipe Size 4.Design: ACI-318-89 Building Code Inlet Pipe Elevation ASTM C-857"Minimum Structural Design - Outlet Pipe Size Loading For Underground Precast Concrete - Outlet Pipe Elevation Utility Structures" 5.Loads:H-20 Truck Wheel w/30%Impact Per AASHTO BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS- GENERAL NOTES: Oil Specific Gravity=0.88 1.All Baffles and Weirs To Be Precast Concrete Operating Temperature=50' 2.Static Water Depth=4'-0" Influent Oil Concentration=100 ppm 3.Contractor To: Mean Oil Droplet Size=130 micron 0Supply and Install All Piping 8 Sampling Tees esig D ft/min Oil Rise Rate Grout In All Pipes Designed Per Washington State Department Of Ecology Fill w/CLean Water Prior To"Start-Up"Of System 100 Verify All Blockout Sizes and Locations FLOW EFFLUENT COLLECTED RATE QUALITY SIZE 133.1 110 GPM 10 ppm 60 Micron (360-CPS OIL WATER SEPARATOR Projected Plate Area = 444 Sq/ft Maximum Process Flow = 415 GPM / Lift 3/4"Ins Dia. / lift Inserts 4'-8" 6'-8" —UV Co.2-332P,Galvanized Diamond Plate Cover TOP SECTIONç -,',7171717-, With Locking Latch No. 660-2-332P 1.490 lbs •/)/1 6" 1 OUTLET PIPE Oil Retaining Weir *1111' With Sampling Tee By Others � OUTLET PIPING TO BE LARGER THAN INLET PIPE 111114. 1'fi"Dia.Lift Hole 1 Each Side,2 Sides Contractor To Plug(Grout) After Installation t' 1 /�f NP 1 1 6-0' BASE ASSEMBLY ' Ire No. 660-CPS-B � / 4 i— INLET PIPE 6,500 lbs. ! ! With Sampling Tee l By Others 5'-0" l '0 a 6,-0" \ o a 40" Coalescing Media - \ Sediment Weir- '-_ -�' UTILITY VAULT COMPANY For Details Of Access Covers, See COVER Section. • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. copyright©1985 0 Oldcasue-ec a,.Inc.,Alt Rights Reserved 133 Issue:January, 1996 3/22/02 10 :32 :13 am Bush, Roed & Hitchings, Inc page 1 BASIN SUMMARY BASIN ID: 2-YRPARK NAME: 2-YEAR for Parking Area SBUH METHODOLOGY TOTAL AREA • 1 .21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 0 .21 Acres 1 . 00 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 6 . 33 min 6 . 33 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 .44 cfs VOL: 0 . 16 Ac-ft TIME: 480 min 3/22/02 10 :26 :29 am Bush, Roed & Hitchings, Inc page 1 BASIN SUMMARY BASIN ID: WQPARK NAME: Water Quality for Parking Area SBUH METHODOLOGY TOTAL AREA • 1 .21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 0 . 67 inches AREA. . : 0 .21 Acres 1 . 00 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 6 .33 min 6 .33 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 11 cfs VOL: 0 . 04 Ac-ft TIME: 480 min - . .• KING COUNTY. WASHINGTON. SURFACE WATER DESIGN M 'A:N'UAl FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS .0. n ' ; •• -If. .itii1741-1046411. p i /4. foltliWptfik1111-F T iq jgailorg\ "IL 4151 1,, tvAli q - II ieratik glifkrarrui ilir iiail.?‘ ,Ailletvg. g•91 'iiiigliritgla - II- e, li*V 1 �' -. 1� o -1 �• ►.sue. ':7�e . . ALAVrilist1111 kittlibipiill - . . ,4 2° ViNalqiiil _d- ' t:'41011.11.111-rAiw Ill - if • N . : �\ e' 1. .,;„)-tiiirlz, -A:r.iie iltu - a ® � frit wo lti , � �S!_ � y• . ! - Ni i li: yr /r 11"=r '_ _,,,41 ,„ . � i rk `i1 1 0. ' �� � : � ~ 10,1 ' r RI 14-10-411-ii-Pairriir.--1:41:, 1� i'llfli.K .'-' ' 7,--. 7:irghtv,\ 1 AiL,Nse, ‘ , &# .. „ ._ - .. : .._-.,. ',IA' vow./ IrcL"Iii,. , -' i t . in Li, lia 11111k- -„ , ib d . Lk ' -.---$ NeL4Hillik• ': '. li / .I lilt 10.c — lifinlikObb -%.- . . , , Pk 111 TN, a . 1 A ,,,w vi 1 IFIEIRIk t illegirkiltV 11414\ j i 'MN!" ' -7-. `-'-. -44 ilk ralt,iii 41.-79...--. t..7_...Nkk \IN' :4, 4" . \.- . , . .... . i --Mit -,,. .cri fil ipmr011/11 , - 'N - - (#1. / .1 IV'. - G'-- 1.119,1111.11111M IMin `r 4N\ .A00 • ' _ , 7/ . Mill 1= - c" "ligilellitri." T Vlb knit , '\' •1 iilli I ill‘ r. i a tatal Aife I g' 'ill I I 0 elli 1111 kAttitilfl 01 all' . 7/ . F itleir ., 71".iiiIiit '11746friiiiiiii ,ri GI, _ , ,.,... oat, .\, . \A _ ... r___- inliirp , „„t 1 ,,,,,.. ,Ilk ,,,t,...._ .- ,. .....,, 4. ....,, . , .......914v) . 4„ .,. ,...... . A.,,,,,,...,, __ _,, ‘,. . _Tr-, - ,_ cv ......... - _._ rir ,..Ithw,./ _ • liki A- '1 .. rioukii4 ir ks 1.17,, . i .111,4 ild ' c'' .i - I - - - a � �pill( I. kf`' 2-YEAR 24-HOUR PRECIPITATION • �- 'I�� ,.3.4•• "' ISOPLUVIALS OF 2-YEAR 24-HOUR ►%=ii MI as TOTAL PRECIPITATION IN INCHES ry -� ''af�r , • a- 4PIL , 0 1 2 3 4 5 6 7 6 MINs (V of ry - w — s�� 1:300,000 3.5.I-8 ,Ert I/90 BUSH,ROED&HITCHINGS,INC. JOB i - ®( c. -'" Pz CIVIL ENGINEERS &LAND SURVEYORS 2009 Minor Avenue East SHEET NO. of �� Seattle,WA 98102 CALCULATED BY j L�- I DATE �=r (206)323-4144 FAX(206)323-7135 BRH 1-800-935-0508 CHECKED BY DATE SCALE l.L)1 1.y-- E,12.t,, '►G t,,.S 01t t z (i,3, LD) -D s t 5 r Its2• r 2 -lAr '15 ( 2,0 in,) ----- 0,CoL.0-4 i Ocx ,ncr + 0.2 1 ' r o c Or S 0, ), r ,c a. ram) etrVi ot3-4,-' D1.3C ic1T iz. 0:4‘t cos q ,3- - 4 e - ul 0-li Vaidk 0-CP i/C' 6R n ici-ocAur, 0 al`g ( 1e, 1+15 9 " rr - APPENDIX B King County Property Information Page 1 of 1 * King County Home News Services Comments Search ENDES Department of Development and Environmental Services Search I` I 1VE.1 _ Map Methods: & —I a Direction Parcel47 Number y 1 g a Map Address z Level i t_— rn Si _ g Street Intersection �—0. . . pi �w�suow. # mE 1"=400' Help 1"=1200' Instructions f = 1"=2400' ww.s "141:017/ �. .� e � 1:24000 rn — AtNanced 4 , tfit F-r �' PARCELS Users Site ./ �a .� 5 -� - Parks t Map *.tli �4/ NE.11 $t Streams i �.�e . Genera I f t ? • NOINNIIMININN Schools Err.,iror,rnrnf + c ' ` I Major Roads �I*� J flanni,,ra - lair l ?,et Zoom to city: 5C -� GO Cities 'City Names J 1 DISCLAIMER Water Body '. Scale 1 Inch=287 feet(approximate) King County I DDES I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/scripts/esrimap.dll?name=ParLoc3&devconval=&MAPSET=GENL. 3/19/02 i SSW TE=36CTR.CN.42 �® } /I\CD �° AN.=347.67 ' fr J _. (NO PIPES NSBLL)L.WE .,`, •-__ 0 _O 1O•NIii TO- 73.24 }E-yL�]425 II IE- 2.7s IE-p69.65(S(N) •. :LE YELLOW S IE- 5.55(s(NE) 4> IEr366 4S,,I(-,E) '�i •�IEr 366.351t �7E) I=369 75(.S) LANE S''E =369.75•SW).�. . •• I. 366.45(1""W) 1-, 5•CW _� � �``��� SSMH �� _\ O TE-375.61 hit �� • 'mob^. �".CHAN.=85.,E i. r CB TYPE 1 I 1E375.27 II I d 54, IE-373.07 A}91E NJL.l OF B C1AP N.N.BAY OICN A iRAiFIC 40M1 P( • , o� 31 •: TYPE 2 1E-375.12•I ` IE=371.32(8-E) � /' IEE-336677.572(22((22:5 ) ss6 c TE=366.51'' •I,Slk .08 �5.. CS I <.2 l' 40, Ci. •,r V . A er w\J N I z ii MIND RR SPIKE TMTH , I„ � PUNCH MARK.0.27.S -366.31 -11460. - 6 `` 6 0.15•E CF CORNER E=362.01(6"SE A• � �il.,'ha E=361.4112".SSE '`` y , SUN =371•-.GR7. G 429Lç? j j•'1I ..4. 66.37 I■ �.1.i5 CB TYPE I •j IE 369.29 I�� • 5r' >,. W • � fps ,rr 1% 4 .D IL. II..• ( Wl, P.Y/• ,0 •CU 'so, M WV u11"-----\ w TE=366.42 4 M Ct E-356.32(8'E) s. m l CTR.CMAN.=357.50 i4. 4{ �T y+/ 1 . CCEXISTING TOPO JOB NO 97084-02 w Q ALGREENS STORE #7355 DRAWN 1 > KLT J JSET BLVD NE & NE 12TH ST. CHECKED TAP WA DATE 03-27-02 R --_- I • I • ii 3"N 1 £ " 4. ../ E0T� YIC9�Ij .„, I Y. ^t 1 / JO ii 64,44/ �J w z • RR SPIKE PATH R 0.13'IA OF CORNER // i ; z /i , k- I o / ✓' � J / U°, O Z // 23' i `Zy f } I O i I fY s i MISIVM cn SITE PLAN ' 'JOB NO 97084-02 ` cc $GALE 1"=10' } \LGREENS STORE #7355 DRAWN KLT SET BLVD NE & NE 12TH ST. dHECKED TAP WA DATE 03-27-02 J \ 1 APPENDIX A remedy any onsite issues. We also observed the discharge location. No problems were apparent. 3.2.4 Task 4: Drainage System Description and Problem Screening Because we will be replacing the existing on-site storm drainage system, any current problems will be resolved. The storm main in Sunset Blvd NE appears to have adequate capacity, and will be able to handle the flow from the site. 3.2.5 Task 5: Mitigation It has been determined, that there are no potential problems with storm drainage for this site. Therefore,there is no mitigation that will be required. 3.3 REQUIREMENT 3:Runoff Control When constructed,this site will have a net addition of 2,500 square feet of pervious surface. This will reduce the runoff leaving the site. Thus this site meets both requirements under the"Negligible Peak Runoff Rate Increase" exemption provided on page 1.2.3-5 of the 1990 King County Surface Water Design Manual. Runoff Control is not required. 3.4 REQUIREMENT 4: Conveyance System Appendix B includes the sizing of the oil/water separator. Additional conveyance calculations will be added as the site becomes fmalized. 3.5 REQUIREMENT 5:Erosion/Sedimentation Control Plan • Clearing Limits—Limits are marked on plans. • Cover Measures—Requirement is noted on plans. • Perimeter Protection—Plans call for the installation of a Silt Fence. • Traffic Area Stabilization—Plans call for the installation of a Rock Construction Entrance. • Sediment Retention—Under the guidelines on page 5.4.3.1-1,our site . less than a 10H:1 slope for a distance of greater than 250 feet. Therefore, the silt fence can act as the sole source of sediment retention. • Surface Water Control—Sediment is being controlled by the silt fence, thus no pond is necessary per the guidelines on page 1.2.5-2. • Dust Control—Requirement is noted on plans. • Wet Season Construction—Requirement is noted on plans. • Construction within Sensitive Areas and Buffers—not applicable. • Maintenance—Requirement is noted on plans. • Final Stabilization—Requirement is noted on plans. 2.0 DESCRIPTION OF EXISTING & PROPOSED STORM DRAINAGE The proposed project is to re-develop 1.5 acres with a new 13,500 square-foot Walgreen's retail store, 1.0 acres of paved parking and sidewalks, and 9,200 square feet of landscape area. The site is located on the southeast corner of Sunset Blvd NE and NE 12th St. The site is bordered to the east by Lynnwood Avenue NE,to the south by NE 11th PL,the southwest by commercial developments, to the west by Sunset Blvd NE and to the North by NE 12th Stree . Currently, the site is fully developed with a parking lot and four existing buildings. The storm runoff is collected through a series of catch basins and released off site into the city storm sewer in Sunset Blvd NE. This project will involve the complete demolition of the existing buildings,parking lot, and most utilities. The topography of the site is around 2%, sloping from East to West. The projec will include a new storm drainage system for conveyance and an oil/water separator. 3.0 CORE REQUIREMENTS 3.1 REQUIREMENT 1:Discharge at Natural Location Currently storm drainage discharges into a storm main on Sunset Blvd NE. This will be the location for the proposed system's point of discharge, therefore preserving the natural location for discharge. 3.2 REQUIREMENT 2: Off-Site Analysis 3.2.1 Task 1: Study Area Definition and Maps Appendix A contains the following maps: • Site Map w/Property Line • Assessor's Map 3.2.2 Task 2: Resource Review In reviewing the material in the KCSWDM, our site is within the Cedar River Basin and the Newcastle Community Planning Area.Neither of these areas have additional restrictions or identified problem areas. In addition,the site is outside of the 500-year floodplain. 3.2.3 Task 3: Field Inspection Current onsite ponding appeared to be the only on-site problem. This sit will be re-graded and a new storm drainage system installed. This shoul' Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET •ART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT LJ Ch.4-Downstream Analysis Li L-1 L-1 I 1 l 1 l I Additional Sheets Attatched PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION I I Sedimentation Facilities 1 X Stabilize Exposed Surface Ix Stabilized Construction Entrance Lx Remove and Restore Temporary ESC Facilities I X I Perimeter Runoff Control I X Clean and Remove All Silt and Debris I I Clearing and Grading Restrictions I-> Ensure Operation of Permanent Facilities IXI Cover Practices I Flag Limits of NGPES IX Construction Sequence I Other I I Other 'ART 10 SURFACE WATER SYSTEM Li Grass Lined Channel I I Tank I I Infiltration Method of Analysis I Pipe System I I Vault I I Depression cat o a L VA r�Tru'3s Open Channel I I Energy Dissapator l 1 Flow Dispersal Compensation/Mitigation Li Dry Pond l I Wetland I I Waiver of Eliminated Site Storage LA Wet Pond I I Stream I Regional Detention Brief Description of System Operation Facility Related Site Limitations I I Additional Sheets Attatched Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May require special structural review) ( ( Drainage Easement I 1 Cast in Place Vault l 1 Other ( 1 Access Easement I I Retaining Wall l I Native Growth Protection Easement II Rockery>4'High I I Tract I Structural on Steep Slope I I Other •ART 14 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. sgned'Dde 1/90 Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project Owner 50.1dridc�2 OQYdopmend. Gr„uf,U.c Project Name \4' 0, (runs SIOre. 13355 Address 01/25 francl►cs-kr Rd;Sf Louis,Mb 63131 Location Phone 314 -9LL -2300 - du LIN Kann TRo NI�wnship 23 3 Project Engineer /cola/ Ia- e . ge 9 Company &Ash, Po ichi>9 Section w l h Address Phone 26Y-O'323-4//4W 9 Project Size /, 5/ AC Upstream Drainage Basin Size AC PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS I I Subdivision I I DOF/G HPA O Shoreline Management I I Short Subdivision I J COE 404 0 Rockery I I Grading I I DOE Dam Safety 0 Structural Vaults I I Commercial ( I FEMA Floodplain CI Other Other S i}G P !art. I I COE Wetlands I I HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community Drainage Basin PART 6 SITE CHARACTERISTICS J River I I Floodplain I I Stream I J Wetlands Critical Stream Reach I J Seeps/Springs I Depressions/Swales I High Groundwater Table I Lake I J Groundwater Recharge l I Steep Slopes I I Other Lakeside/Erosion Hazard PART 7 SOILS Soil Type Slopes Erosion Potential Erosive.Velocities I I Additional Sheets Attatched 1/90. IaHHS Iom TILL 0'I TABLE OF CONTENTS 1.0 TIR WORKSHEET 2.0 DESCRIPTION OF EXISTING& PROPOSED STORM DRAINAGE 3.0 CORE REQUIREMENTS 3.1 REQUIREMENT 1: Discharge at Natural Location 3.2 REQUIREMENT 2: Off-Site Analysis 3.3 REQUIREMENT 3: Runoff Control 3.4 REQUIREMENT 4: Conveyance System 3.5 REQUIREMENT 5: Erosion/Sedimentation Control Plan APPENDIX A.1 SITE MAP WITH PROPERTY LINE A.2 ASSESSOR'S MAP B.1 OIL/WATER SEPARATOR SIZING CALCULATIONS LIMi.i- o3g STORM DRAINAGE REPORT FOR MICROFILMED WALGREENS 7355 SEC SUNSET BLVD NE & NE 12TH RENTON, WASHINGTON FOR BALDRIDGE DEVELOPMENT GROUP, LLC 11825 MANCHESTER ROAD ST. LOUIS, MO 63131 BY Bush Roed&Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington (206) 323-4144 BRH Job#97084-02 W, .: ,:. I it O"� tl:. -. , A41,;,,,.;:i4 ,,,,.„ . ,,,,. 3 a 4 2'*5...0'0 "kr Ili- ,..0. -..," DEVE.I :;.E'"� :31%,•�•..� ..._.M..� CIi' �. IiEN..0 J • March 27, 2002 Mi;�, ° IE, . ';. .;.'