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Home My WebLink AboutLUA-05-154= ~ BOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/4 OF THE SE 1/4 SEC. 16, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON --- Notes: 1) fnll lurVI'1 Will ICtoq,Ulhed by field trlverllt utllillng I three (3) .acoM theodolite "HI'! Inttgrll dlsunce _!!Ieurlng ""tlr IGeoClilllll,r 510 N.J. Lln'lIr and angular do.ure. ,~c"d atata ,tender-d •. 2) ~1~ 1 ~~~:I O;~~~h t~~~ !~~~:l:I\~~nh:!rn:X !~~Ig~. t~!~d:~~:' at thUr Instillation are Inown "areon. 3) '1'111 lurvey reoraslnts OnYIlCa] JlIQf'ov ... nt elmdalon. as they extlUld FeDruary 26, 1995, tn. aate of trUI field lurvay. /.~ ..... s., ... ' , "::" ~'>'e .>" pnalt .. -..... --.. ,-,'", ,-,., 'm, !5' .aOll r,nc' y. -...... ~'9g. ~";o'?' :'; 'R:;;;,;' '" h ..... <I' Full raUentl 'or Itgl1 dlUlcrlPtlonl Ind ncorCld 1I1'lIIl1tl nllvl ba." placla on tM tltI, ,.Iport fro" ~~~~~~~7I.1 t ~:t!g'~~~~~ge~D~II~~o~-~~ia~ I ~~g~~l No. r'llIrcnnUDeenaUIIIICIUd. ~ e\ "- ht-Of-"IIY~ F~U~d A~S~~~C~~~~e~~:~ J.~~~ n~ gOI~~oVII aurface '~ ~ '~ ~,\.} ~ ,Basis ot Bearing: Plat of MapI."oOd Dhillon NO.2. rlcordlllO In VOlu!M 39 etp"gI390fPlata. recorOlliof King County, WlIshlngton. Legend: It .-Monumentfouno. VlaitadOct. 22, 1998, • -~~t'41~lIg~~tle cap .tllm~e,o 'l.ar.on ~2330' Renton Control' Sketch .. ," '~,"'''''''', c?\~:~ :r::·~;hl~:~t ~.:,/ .. ~n:~Jiron Not toScoll:j' " ,V,; .. "\~ '. \ \ \ .. . ~\ .. %, \~'''' 11mbert GrlO Nortl'1 lone COOrdln&te,-jrom GPS obseryatl.on. Sileo upon NGS control grid. ~ ~ ~ Found punch In brllli CUIC I. A" ~ A" concrete POlt. :lncalld. ~ j ~. '~ Description: ~ ~" ~~~o~de;1 ~~~ O&ll~~gg ~~~e~ iR~n:dt~~~~~n~I~~rd ~g~-:~I~~O~~~229000 111. inKingCou,nty,.JfUhington. '- ",.~. , .. :,;:" .. I .... <to , +-~ , ...... ~.,~ " , " ') Olfstt dlrDanalO"1 1110\110 hareon arl IIIUlurlO urpenolcular to property Ilnl,. " ..... ; ...... " " " FounOp}uglnbrlllssollc:ln , .. .$~,p. A' It A' concrete POlt, Inc ... o, '1 ~ " ''1> I ... ,t3~~8' , ¢".;' , ~~~ ","'J: " .11:' ..... <? '-... " -:1. " " Found plmeh In bralll Olle In ~ ,A" ~ A' concrete POlt, Incas~' /;: u /~ b :$ '/.::.-' f 0'/ ,1o,J. (til' .Ji'/ .::i. ~ f;'l il) SCALE: 1" = 30' fPCentre i:::J':.:,w::-,:::;,u: I -SW-SE 16, T23N, R5E, VIM --Pointe (e&3) 1181-11101 QIlf"aco Hlill Coroorll! OffiCI e 3300 Mapll ValllY Hlgh"ay Surveymg Renton, WA, 980'S S WOOdS ..IWIIIrJI!.2OOtI I" • 30' :, Nlarson 2606 250. KING COUNTY, WASHINGTON SHEET 1 OF 1 "'TTl '2 It, "'~ G) TTl " » , 1 1 / " ~ L ___ MO~,R~~, _____ , , 1 1 1 , J, 1 1 , 1 , 1 , 1 , 1 " 1 , 1 , ~' , 1 , » , en i';j " , » 2 1 , 1 , 1 1 , !@-! 1 1 , 1 , 1 1 , 1 , I- '.I 1 , 1 l; PORTION OF THE S.E.1/4 OF THE S.E. 1/4 OF SEC. 16 TWN. 23 N., RNG 5E., WM SHEET INDEX SH££T I -COMPOSlT£ um.mrSjrlR£ SERVICE PLAN SHEn 2 .. DHAILS AND SECTIONS SHE:£T J -NOTES " ~ Ex. UGHnNG sro ex. TELCO P(OC$TAL ·,~i. EX. MONItORING 1tE1L }fJ ex TrPC /1 CA 101 S.I,SlN n ex. /)'Pc J CA T01 BASIN ,~ ex. YARD DRAIN (;~ ... EX. nRE li'rfiRANf EX ftEe. VAuLt _!2 .. t>.' •• :!':_ EX, 15' SANITARY sr~ . .1: _l:j,.:'~_. CIt G"'S UNE ex, STORIJ LINC ................. F:X. 'fHC£ ---EX, PROPERty UNF: --I~ PROPOSED 6" DIP. WATrR UN( W;9fNO .t CONe. &'OCKING PROPOSED roc (FTRE O(P~Rn.IENT CONN(C7lON) i> HANDICAP PARKING Taco Time Addition CITY OF RENTON ~ ~ .-" ':... "'""----~ :'f,--'··-"-t _J( -.C":7 :-:-.:-:c.:;---:-':-·:-1: \ !I I I ~ CONTRACTOR NOTE: .1(4"'ts-v. ~ '4l.(S-i'1y, ''-...... ro..,,"'4i'(i '--..... 6!? 16'9) THE LOCA nONS OF ALL EXISTING UnU17f"S SHOM.' HEREON MA\{' ,BfEN ESTA8USHED BY FIElD SUR\o(Y OR OBTAINED FROM AVAIJ..A8LE RECORDS AND SHOUJ..D 'THEREFORE BE CONSlDERfO APPROXlItIA TE AND NOT NECfSSARlJ.. Y COMPJ..£TF. IT IS THE SOL£ RESPONSl81l1TY OF' THE CONTRACTOR TO INDEPENDENTlY VERIFY THE ACCURACY OF' ALL. UnUTY J..OCAnONS SHOM>/' AND TO FURTHER DISCO'.f:R AND AVOID ANY OTHER UT7l1nES NOT SHOIlfol HEREON It6iICH MA Y BE AmeW BY 'THE IMPL£ltlfNTA nON OF THIS PLAN PRELIMINARY 'Tt1IIIl!IDf\Ol.....,_ .. I\I!II\.IIIoJI!!CTTO~Y'IDIONiIo P'e1ClfolQ LOCAL ~TIOMA.L N!Y8W ~ ~ ...------." *C.ALL BEFORE ,(OU DIG Call: TOLL rREE 1-800-424-5555 , , ~ ~ ( / '~"'r' REAIOIot" EXIST. PARKI.~G STALLS, PA\£I.IENT, C1JR9ING .. CONe. WAUl'S AS RGQ'O TO INSTALL NeW "oomON AS SHO~. INSTAll. N(W 6" CONe. ClJRStHG ro "'ArcH ex. CURSING. ~HICBCAlE SCALE , r -20" ----_. -.--.-~ .... _---- ~; ~" 1;l i ~ 0 3 , t ··0 ~~w~ ~~g §ffi~~~"m~ ~a:Q..!lL~~CL bJlU ~....:! U'" ....:! t.;:: ~ • §~ n ... u ~ U ~ bJl ~ Cd ....... I~ Il. bJl <Il ~ U ~o ~ f: ~ ~ t:: o ~ c: g & 1; § ~u ·so '" ~J ~ .. i ~ ~ ~ -5 ~ f: 8 ~ hI ~i~~ ~~eli IL.4(RIl:~ PROJECT NO: ostoe DCW ISSUE 0" TE, 08-23-05 COMPOSITE UTIL.ITY AND FIRE SERVICe. PLAN C01 Bl-EET 1 C?F 3 ________ • _____ -,-________ .:.... ___ ---'~2'-CO. <1J =~~r!:.~ r-----n-tZ.V ~I· I ______ :~:~~~ ___________ A __________________________ • __ ._ ....,...,IeIIM,.lfICIIIp,IrIICI. ",.AA:1If +: ~ zr.T. , IeI!Ii!IIII*HtCOht~r"""'""TfoM!ClI"II.Y <2] ::::,IT~~:"'~~:~~ .... 1'd.'IP~,.,.~ ......... ,.,IV'I'II'NIIT .... 4 ~11CIfT,MLI.'DOalMMlp.\tIICI .qJ ~::''::-*~,Nn.lU <!I ~1Xlf.k=lliI'lLl.lW.l.l'I'''~TCI'IIOlIT' <!I =;:r~:~=~,=~tott <jJ ....,.,.1)(Iff."""'~I ....... <::!l :':"'~::k":.Ll.l'Io'.I.I.m~Mo".~""""'Tt+! ~ 'I&Oo'I1bm.~ ... II!II:I~NIT,IoI.I.~CCIOIIIIJIHI 4 1IIHM!JCIITI'fCIQ1~telf'OWC~ <:IiI ~1OOtf.DCIO!t'.w.'~"1Ito~fIICI~ ",niCeT "'I-OOIiC !=II-AN· MAIN OI=f'lICE eUll-CING 1/4" _"_0° ~ = = Fl.OO~ Pl.AN NOTES, ~ ... ,aa~fT.D"'CI·aa«'lT.D ~~'iIa«'.r.D.·O\U«'CCICC!II'OI.'I\PA"'" oe!JICICQO!tftJKIo'TCH~ITJrlC()"OIII,r'I\.IllIZ! !'LA"! oetMt sr,ra,1Mt/ .... auMfIUnc:M ITNOAIIDIt"""IUI.""~!VM Ml'l:ICII!U!~PLI.~~~'lUHIIQT!PO'I'!CIU'tII "~~I'UC8'11W1f11llllll:T'N SGlUA~ FOOTA$!: ~sec NOTES, ... ~""" ... ...... K .... "'" -"" ... ,"" ... ....., .... ,., It"''''''"' Il00.'''111( ,. UH1M4tlCllte11O~':'toIElQSfIIIt ",·taL ...... !'ICI5T.lIOCI'f'ClII'f"oIQ:oI,e! =M •• ""'PICIC'IIT'O"WML.:.'a\JIII~VNJlt1lt =~.::r~"D.~""'IW.I.CII'I't __ T"'" M!!lIJI!",""UTM~~"'fIII eCllnOllt/. ~L. L.E(7E\IP :Em'm ,,...IV IU:. """"'" IIilI"IIIIM.I.'IO ........ --"" ,.,."" 1) ... ~T~,IoJIl~ *".lHc.,m~ ij--:ij...:~lsijBmn·6IlPERi.ilf o;;:TE Taco Time Corporate OffIce OffIce Building & 8torage Room Addition 3300 Maple Valley Highway Renton, WA 88088 510'\ IItO!mrD I 1!-24-0 ~ &g-ITtCl HQ KIMURA ARCHITE.CT E ,.. ~."AC:ILln_. NO.OA-2001 ~ CL_ ....,nr..oa:N&_ 'u-.,,',-OJ ~,;;:-~'IW:"~--==-:WA_ A2.1 ~ i ~ " I~ ~ . ----------------------------7--------------------------------------------------;-----------, I ~., ~ ! I : ! : [ ! L _________________________________ _ l i : : i : : , j ! i i ! ! i ! i : i I i ! : i i : i 1 ! i t i i : i i : ! ! i i j : ! i : : .---.-----------------------------------------------~ NOU.IOOV .?I,yo " 2 0 ...J OJ III ID \) ~ ,) 2 <i r: 2 <t ...J n. Il 0 0 ...J IL 0 2 0 \) :If ~1Ote\.,..~J,t."'" ~'ML.M."IoIo'Tll'l.IU ""', ~"l"I~~TD '~~"'~I'IIo'NICm :;.:;:;.taP'\.OCllI'l.'o'l NO~TH E1..EVATION -OFFIC.E eUI1..DIN~ 1/4'.1'-0' SOUTH E1..EVATION -OFFIC.E eUI1..DIN~ 1/4'-1'-0' EAST E1..EVATION -OFFIC.E eUI1..DIN~ '/4" .,'.0" ~~=""''')!''' lIIQ/X\1N!Itllll'Vtll."'" TO ,,"'TQO1!lC1'I'.""'''' ta.Dat~lIteo:TD ~'fc:MlJQt'* l1.::n-O~ISI.'BMll F'OR P£RMIT '" Taco Time Carparattt OffIce Office Building & 8torage Room Addition 3300 Maple Valley Highway Ranton, WA 980118 HG KIMURA ARCHrTECT 0-' . 11-23-0.5 ~ :_:;,:~"=~-:_. JOB HO.04-2001 i ...... ~Q_~." _w._ A4 ~ ! ... ... r -01 .... • _0 ~ ~I E'u j:lc Ii ;; 0 .. 1: ,I u:! i q 1\I~1! • t-t.l = ~ II -! I :I! 0 ~i 0 eo % f~ eo S! \ :~ f l>:.r.~ ,.1 .. ~__:~==_~~-===-J ._.--_ .. >'----71~1 ~ "j" ~" !I m rl~:'-_~'. f' r~ ~ t::;. ... " ... _ -]1']-.... Z%AAI~ .:"'1 1 [Lf-'[l~ ~1\IrOJ., I I I ~~'!oTNtA III '.c'LC:M~ I=m' 1'A1VI \.C.:J ~ u-" \ "OllV I -r : : ~I2UHtL.MI.: I ' .. 1Ue ~ I t:!tj I c.-.! M "" to "'1-._ _~ : I' II ~~ 1;1 ""', I "'" "*1 ... -~ ,. I Ii m n'll !'IX'IJIl.1TCII"f?'tTAlIl l' /1 ::, !I ==,~I I' ~~~-=~ __ --,---.. Q 0 II :11 i~l -1ICaI~~~,U~. --------II'~ 1 -I ~ ,.I.,. ill, .. :' ""--";!" '-... "-,~, ---, ,-----=':::~:::::..I...::dlD-,;:;.------=---..,___=.:..._::_,.....,...._m -----~:=-~---~ . .m==~--:.-\ ~=i -~-----h ... ]G-=~· ~ !i ~~~. I /. : ",!---~=~-.UiiWi-=~~-~~~~=~~~~~~=~~"-"-"-"-=1"-"-"-"-"-="-"'" , ! Ji,' ." , Q'" I I ~~ca.t1'U'1CIII ,. -~~-~ : . I :::'..-r"::'~ I 1Mo'."'~ 1111" \ tt·--"-1i1 4) '. I: : _____ .L~:.::-:=-:---~-:~--. _)....--__ ..,;--~~~~~M:OTIi~~_ __. //" ~ I !~ , 'ii, .~ ___ "~~ ____ J '4CI11!. 1~'~"""~I'D.T1!NT~N>LI..DC:I~I5e'IN)/t4.:.~IMII,.,~,~e ...... ----.-_ .. _------------------_._----:-~.-------.. - "-r -.----.-.---r DOOR 5CHEDUL.E .... ~ FI.OOR PI.AN NOTES, tX'1IIlCl'l'AUCII'tMI.I''''''''ceMI:I'IIn!I~~1DI teI'I~'RI"'~~""~U\.CllllfM.llftZII ",'!<!&-"'"-0010: F'_A\J • &TOIO:Au= 61..1"-OI\Ju 'i""-'" I"SEC NOTES, ... LMOIII ... SGiVARE FOOTAGE: ... ... :.i~~~~1eTMJJ ,"101t.I.~ I'I.ATlteMh-..... ·MDI'I'tIlll.ClNtB-WW 'oftI"C.-J,.v.z~ U'!CI1oW(. ./ '" .~l':I~ .• }(~ ---=:"~ I"ALL LEGEND ~ "" ~;.N:7~~~-re .. .;:.,~~~. IfII:ImfT'l'l ~~ MlllIt' .. · ...... -. ectmllNU.fOeWII Taco Tim.· Storage Building 1T1IIIMD1\N:Q'I~~"",,,,,,,·m.~,,",,* tmM:1"All'O'teul.ClMI~ 3300 Maple Valley Highway ~~=~~=~,.::= IE'-~T'fPI 'iA1INlftl.JltlXfrGf~D.U.eDOI.Not Renton WA 88058 ~ ::.::!::~~'::.~~IIIJoI«ET,.. .. a"'" r;:s..::;::= :'~A/Ill t: 1'-2 -0 ~ moUrl.""',1Ii:III"I4.11C1wr.~e'lt1\lU. 1'Cl'J ~/'VC.~"'IIT~,..1"01IIIIW"'"'tClL .. 1CII.'1M'C!11 I) PP\.'f'~A'II~ HG KIMURA ARCHITItCT ~ E~~~::!~~.'.~ IlA*lJDI 2i =~"::'~ . AllcMrra:ru.':.~AC:IUT?"~. _ JOO NC.OJ-OJ' .11.01"',.·"'lMItll2' ..... .oa,IfeCUIaMUllf Ml«M!tI1'MltEf"Jle~·,,_!lleenrJfl"'f A'IV'OII"TIIH~ru,.,.. """"'ro ..... ML 1'Ie:;Dt/-1U>t ~tof1I.W~'4'I -... ,...-~ ... _.D'_ I -_ ..... ~~~~~~~~~ ... laW.LMI __ ." A8 '~""""":QoI(P~Atl.!I tn _ .... _-----_ .. _--_.-----. I l~j_·,~:IIIIII!!:!'IIIIIIII!::' . I: : i i '." ~:. ~ , I ------- -----_. ------_._--- i I 11111111111 r I;®/ I I I I I I I [)![JJY" l IICICf'TtI"""",EII~. -1D-=ct'PIJI" I, -;' ~..wo",~ """"" =~ -~ I'k.T~ ...... _._--.-.~ ..,. .... ----IIrOCII"~TO .. ·fQOllU1'. '-',,-II' IIIIUT.~*=mo ~--~ -ftt"""'~ " / OJ / ''--. eoUTIoI BI.BvATION -&TORAGB eUII.~1l\!f""" t v .. ··r-o- ~ NORTIoI EI.BvATION -Bxl~T. OI=PICB eUll.OING (pt.'. 1'-0" A·..er""""""TtI"'~V IOI,T..ctlliIW'IIII"AI. /--_ ..... - .,------.----~ ./ .I0.1Il1'l1l:I " .. TO ........ :C . ==~~ 1 i ·r __ . __ ~='::.D.w.L. I ------.---~-.. -----------. :. """'-MTtHllYIU..T i ~~-.--------. ____ -=-:=::~ ~«II'T ~~~". r.n.T "·"''''I4 ..... r .. I'L'tJt:!CV .,.,... Mr"'lJ,telITNOr. BA~T BI.BvATION -BXI~T. Oi=PICB eUll.OING 1/,,'·1'",,' ~~~C'tIII.wn'IIlI f'¢fT • ......."..c-aTtl~" tB"'l.DIIIfilll:tlCJ'l""'~ (/I'~CMItIAAtT'O.~ ,r,:I~TO!fI'I~It'" , "ii ~~~:; ~ '"'I.NI'IN .... ' ... ~ lo'GlI'II'ICIf'JI'DIYrIJ., 1Sct!T~lliM ___ , .. 111111111' ; ~::-"l. II ~ +--_. -:::?" Y ",._'''''', .. I'IU"".CHI~"T --------ewe.HM~,_,I4I.-WL" MMlNII.t:llUiAfICNt -, Al1'«!l!~ MI~Nle.,., f';:~~ .+---..".., ImI '\~ -1 r~~lr;s """"'::~'~Mr,"~~/~ if", ~ r-- WB~T BI.BvATION • BXI~T. ~TORAGB eUll.OING 1/ ... ·1'-0· ~ ~- i tl I , ,---- fF= ~ OJ I~ ~ \;~'I .... :.::::-.. Taco Tlma • Storage Building 3300 Maple Valley Highway li'l Renton, WA 98058 ~ HG KIMURA ARCHITECT ft\. .... ,..._ ,"" .... ,,_ AT I~ .... ....,_.-'.'IW.I.Aft_IIlI.. _ •• _ • CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: April 26, 2006 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout. Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: Taco Time Office Addition LUA (file) Number: LUA-05-154, SA-A Cross-References: AKA's: Project Manager: Jill Ding Acceptance Date: February 2, 2006 Applicant: Accord, Inc. Owner: Accord, Inc. Contact: Howard G. Kimura, HG Kimura Architect PID Number: 5126900211 ERC Decision Date: ERC Appeal Date: Administrative Approval: March 16, 2006 ~ Appeal Period Ends: March 30, 2006 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: I Council Decision: Date: Mylar Recording Number: Project Description: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastern portion of the existing building. Access to the subject site would remain via two existing drivewa~s one off of Monroe Avenue SE and the other off of SE 6th Street. Location: 3300 Maple Valley Hwy Comments: Howard G. Kimura HG Kimura Architect • •• PARTIES OF RECORD TACO TIME OFFICE ADDITION LUA05-154, SA-A Accord, Inc. 18012 W Lake Desire Drive SE Renton, WA 98058 3300 Maple Valley Hwy Renton, WA 98058 tel: 425-271-1875 eml: hgkimura@comcast.net (contact) Updated: 02/02/06 tel: 425-226-6656 (owner / applicant) (Page 1 of 1) ,'. . '. . .. . . ,.' Kathy Keoiker, M~yor , March 31; 2006 Howard G. Kim!Jra HG Kimura Architect . t8012 W Lake Desire Drive SE Renton, WA 9805~ SUBJECT: Taco Time Office Addition '. LU.A05-154, . SA-A Dear Mr. Kimura: CITY eF'REN'rON PlanninglBuildinirllublic Wo~ks Department Gregg~Zimmerman P.};., ~dmifiistrator This letter is',t~informyou that th~.· appeC:J1 period has ende9. for the Administrative Site Plan approval. No appeals were filed. This decision is final and application, for the appropriately 'required permits may proceed. . '. '. . . ..",,' " ' ; Jh~' advisoryncite~. 'listed . in the City'~IH~nt9ri, Report and D~cisiQndated Match'.16,2006rriust ··'be adheredt6 during constrtictio'nand:pi;iOr:tO:final..ihspactron.,·l,: ~. " . .....~. ' " '. . _ . . •... .''--.. <' ..•. .' .. ".'.... .<~" : ;;~ " <:~; ... " ~ . . -. .' . ... .; ,":;.. . . '. -', .... ..-; . ,.-. . " "--" . > -". .-. .,:;\. ~""' '':: '" \. ',\,~ ':. . -:.' ., :-.: '". . ,", '. ,": -.,"" '. . , ,.·JfyocJ have::anyques!iohs: regardin9!4he:,·rElPort.and decisk>n::issu~d'for this co'lditional,use . permit,pl¢asecan~~at (425),430':!2,t9'/' .. ' ',> ". . , :. .. '" . ....: -. -, .• :~ -Sincerely,' .... '~ .. '. ~;/ "r:f7?J'" . , G-/~ 1/1 \. ~ cf>(~ , .' '., 'Jill K. Ding" :., ,: : .. ' " -' Associate PI~mn~r " .. ,., -'. ," ,,"."-.'" ) -, • L ~, .', " -. ;. ~ ',.'. - " ,.' '. ~ , /: C.: .. : .. ,." ,..:' , >.' ",":' '-. " ; .. 'n" . I City of R.n Department of Planning / Building / Public .kS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET '~~/J REVIEWING DEPARTMENT:f§f(~ APPLICATION NO: LUA05-154, SA-A APPLICANT: Accord, Inc. PROJECT TITLE: Taco Time Office Addition SITE AREA: 58,950 square feet LOCATION: 3300 Maple Valley Highway COMMENTS DUE: FEBRUARY 16, 2006 DATE CIRCULATED: FEBRII~ 2006 PROJECT MANAGER: J~ \ PLAN REVIEW: Mike Dotson 10 ;; . BUILDING AREA (Qross): 3,495 square feet I WORK ORDER NO: 77521 SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastern portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water 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 cLdifi I5K.J ) 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. 3-w-oh Signature of Director or Authorized Representative Date '. Taco Time HeadqUarte.Office Addiction Conditions of Dev.ment (Summary) LUA05-154 Project Condition Source of When Compliance Party Responsible Notes Condition is Required A revised site plan and a Administrative Building Permit Applicant Site Plan Review revised landscape plan Approval shall be submitted with the building permit application showing a 10- foot wide landscaped strip for the entire length of required landscaping and a 6-foot barrier wall. The following is a list of Code During Construction Applicant requirements that may apply in Zone 1 Modified. Critical Areas Regulations (RMC 4-3-050): Certain uses prohibited (subsection C8), pesticide and fertilizer use restrictions (H3a), constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be on site at the new facility (H2di); hazardous material release restrictions enforced (H10). Aquifer Protection Permits (RMC 4-9-015): Certain uses require operating permits. Construction Activity Standards (RMC 4-4- 030C7): Standards 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. Fill Source Statement (RMC 4-4- 060L4): A fill source statement is required if more than 50 cubic yards of fill material will be imported to the project site, Surface Water Management Standards (4-6-030E2 and 3): '-J Taco Time HeadqUarte.Office Addiction Conditions of Devlment (Summary) LUA05-154 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 Standards (4-6-040J): New construction shall connect to a sanitary sewer (septic tanks not allowed) unless the wastewater utility determines that sanitary sewer is not available. Business License Requirements (RMC 5-5- 5): New facilities shall provide an inventory of hazardous materials to the Water Utility prior to occupancy. If, upon review of the inventory, the Water Utility determines that an operating permit is required, the permit shall be obtained prior to occupancy of the building. Pay Transportation ERC Prior to issuance of Applicant $2,091.75 Mitigation Fee building permits Pay Fire Mitigation Fees ERC Prior to issuance of Applicant $1,817.40 building permits Haul hours are limited Code During Construction Applicant! from 8:30 am to 3:30 pm Contractor/Builder Monday through Friday Within 30 days of Code During Project Applicant! completion of grading Construction Contractor/Builder work the applicant shall hydroseed or plant appropriate vegetation. Construction hours are Code During Project Applicant! from 7:00 am to 8:00 pm Construction Contractor/Builder Monday through Friday and 9:00 am to 8:00 pm on Saturday and no work is allowed on Sundays. EPORT & DECISION DECISION DA TE: Project Name: Owner/Applicant: Contact: File Number: Project Description: Project Location: Exist. Bldg. Area SF: Site Area: Project Location Map City of Renton Department of Planning / Building / Public Works ADMINISTRA TIVE LAND USE ACTION March 16, 2006 Taco Time Office Addition Accord, Inc. 3300 Maple Valley Highway Qor\tnn WA 98058 Howard G. Kimura HG Kimura Architect 18012 West Lake Desire Dr. SE Renton WA 98058 LUA05-154, SA-A Project Manager: Jill K. Ding, Associate Planner The applicant is proposing to construct a 1,312 square foot addition to the existing office building and a 2,182 square foot addition to an existing office/storage building for a total addition area of 3,495 square feet. The total building area on the site after the proposed additions would be 13,283 square feet. The project location is a 1.4- acre site located within the Commercial Neighborhood (CN) zoning designation. Access to the subject site is provided via two existing driveways one accesses off of Monroe Avenue SE and the other accesses off of SE 6th Street. (Please see additional project description on the next page). 3300 Maple Valley Highway (SR 169) 9,788 sq. ft. Proposed New Bldg. Area: 3,495 sq. ft. 58,950 sq. ft. (1.4 acres) Total Building Area SF: 13,283 sq. ft. SA-AOS-154.doc REPORT City of Renton , Department of Planning / Building / Public Works & DECISION ADMINISTRATIVE LAND USE ACTION DECISION DA TE: March 16, 2006 Project Name: Taco Time Office Addition Owner/Applicant: Accord, Inc. 3300 Maple Valley Highway Renton, WA 98058 Contact: Howard G. Kimura HG Kimura Architect 18012 West Lake Desire Dr. SE Renton W A 98058 File Number: LUA05-154, SA-A Project Manager: Jill K. Ding, Associate Planner Project Description: The applicant is proposing to construct a 1,312 square foot addition to the existing office building and a 2,182 square foot addition to an existing office/storage building for a total addition area of 3,495 square feet. The total building area on the site after the proposed additions would be 13,283 square feet. The project location is a 1.4- acre site located within the Commercial Neighborhood (CN) zoning designation. Access to the subject site is provided via two existing driveways one accesses off of Monroe Avenue SE and the other accesses off of SE 6th Street. (Please see additional project description on the next page). Project Location: 3300 Maple Valley Highway (SR 169) Exist. Bldg. Area SF: 9,788 sq. ft Proposed New Bldg. Area: 3,495 sq. ft. Site Area: 58,950 sq. ft. (1.4 acres) Total Building Area SF: 13,283 sq. ft. Project Location Map SA-AOS-1S4.doc City of Renton PIBIPW Department ~ Taco Time Office Addition ., A,4dministrative Site Plan Staff Report .. LUA05-154, SA-A REPORT AND DECISION OF March 16, 2006 Page 2 of B II PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant is requesting Administrative Site Plan Review in order to construct a 1,312 square foot two-story office addition to an existing 7,868 square foot two-story structure and a 2,183 square foot addition with a 432 square foot mezzanine of storage space. The proposed two-story office addition would be located on the east side of the existing building and the storage space is proposed on the western side of the existing office/storage building. The proposed two-story office addition would result in the loss of 4 parking spaces. The two story office addition is proposed at a height of 28 feet and the office/storage addition is proposed at a height of 22 feet 7 inches feet. A Development Agreement was recorded over the subject site January 12, 2000 (Recording Number 20000112000255). The Development Agreement limits that addition area to an Administrative Headquarters Office to 3,500 square feet, requires that the addition be reviewed through Site Development Plan Review, and provides requirements in addition to those required under the Development Standards for Building Height, Landscaping, and Access. The subject site is located at the northeast corner of the intersection of Maple Valley Highway (SR 169) and Monroe Avenue SE. The site is zoned Commercial Neighborhood (CN) and totals 58,950 square feet in area (1.4 acres). The topography of the site is relatively flat and slopes to the south towards the Cedar River. The subject site contains and existing two-story office building, a secondary office building that is used as a training center, and associated parking and landscaping improvements. The landscape plan proposes landscaping along the perimeter lines of the northwest portion of the subject site surrounding the addition area. Additional landscaping is proposed around the proposed addition areas. The proposed vegetation to be used as landscaping includes trees (Weeping Yellow Alaska Cedar and Chanticleer Flowering Pear), and shrubs (Warty Barberry, Parney Cotoneaster, Hebe 'Autumn Glory', Pacific Wax-myrtle, Compact Heavenly- bamboo, H.D. Nandina, and Fragrant Sarcococca). PART TWO: ENVIRONMENTAL REVIEW The proposal is exempt from SEPA Review per WAC 197-11-800(1)(a). PART THREE: ADMINISTRATIVE LAND USE ACTION -REPORT & DECISION 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 1: Yellow file containing: application, proof of posting and publication and other documentation Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: pertinent to this request. Neighborhood Detail Map/Zoning Map (dated received December 7,2005). Site Plan (dated November 21,2005). Landscape Plan (dated August 21,2005). Utilities Plan (dated August 23, 2005). First Floor Plan -Main Office Building (dated August 24,2005). Second Floor Plan -Main Office Building (dated August 24, 2005). Elevations -Main Office Building (dated November 23, 2005). First Floor Plan -Storage Building (dated November 23,2005). Elevations -Storage Building (dated November 25,2005). 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 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers: SA-A05-154.doc City of Renton PIB/PW Department .. Taco Time Office Addition _ REPORT AND DECISION OF March 16.2006 Af.dministrative Site Plan Staff Report .. LUA05-154, SA-A Page 30f8 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated Commercial Neighborhood (CN) on the City's Comprehensive Plan Land Use Map. The CN designation is intended provide small scale, low-intensity commercial areas located within neighborhoods primarily for the convenience of residents who live nearby. Uses should be those that provide goods and services. In addition, a limited amount of residential opportunities should be provided. The proposal is consistent with the following CN Land Use Designation policies: Policy LU-425. The small-scale uses of Commercial Neighborhood designated areas should not increase in intensity so that the character of the commercial area or that of the nearby residential area is changed. The proposed addition to the existing office building would not change to character of the nearby residential neighborhood. Policy LU-42B. Products and services related to large-scale motorized machinery, vehicles, or equipment should not be allowed in Commercial Neighborhood designated areas. Nor should uses that result in emissions, noise, or other potential nuisance conditions be allowed in such areas. The proposal is an addition to an existing Administrative Headquarters Office and would not utilized large- scale motorized machinery, vehicles, or equipment except during the construction of the addition. Policy LU-430. Commercial structures in Commercial Neighborhood designated areas should be compatible with nearby residential areas in height, front yard setbacks, lot coverage, building design, and use. The proposed addition would be compatible with near by residences in the height, setbacks, lot coverage, and design of the building and the building materials. 2. Conformance with existing land use regulations; The subject site is deSignated Commercial Neighborhood (CN) on the City's Zoning Map. New Administrative Headquarters Offices are not permitted within the CN zoning designation; however per the Development Agreement (2000112000255) a one-time expansion of the existing office is permitted. The compliance of the proposal with the development standards of the CN zone, Development Agreement, and Renton Municipal Code parking regulations is addressed below: Lot Coverage -The CN zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking. All of the parking spaces are provided on an existing surface parking lot. Based on the overall site area (58,950 square feet), after the construction of the proposed addition, the total square foot of the building footprint would be 9,012 square feet and would result in a 15% building lot coverage, which is well below the maximum coverage required in the CN zone. Setbacks - A minimum 10-foot building setback is required from the front yard and a maximum front yard setback of 15 feet is permitted, a minimum 10-foot side yard along a street setback is required, no interior side or rear yard setbacks are required unless the site abuts or is adjacent to a residential zone, then a 15- foot setback is required. The existing office building complies with all of the minimum setback requirements; however it exceeds the maximum front yard setback permitted. The existing structure is an existing legal non-conforming structure and is therefore not required to comply with the maximum front yard setbacks. The proposed additions are located to the side and rear of the existing buildings and are required to comply with the interior side and rear yard setback requirements. The proposed two-story office addition would be located on the eastern side of the existing building and would have a 31-foot side yard setback. The proposed one-story addition would have an interior side yard setback of 10 feet (the site does not abut a residential zone at this location so no setback would be required) and a 15-foot rear yard setback. The proposed additions would comply with the required setback areas. Landscaping -The CN zone has minimum landscaping requirements, however the Development Agreement Recorded of the property (2000112000255) states that the landscaping requirements found in the development standards will not apply to the subject site, instead the landscaping requirements outlined in the development agreement will apply. The Development Agreement requires a minimum of 10 feet of on-site landscaping along street frontages except where reduced through the site plan review process. The proposed additions are located to the side and rear of the existing structures, therefore the applicant is not required to retrofit the existing landscaping along street frontages to comply with this requirement. A 10-foot wide sight-obscuring landscape strip shall be required along the side and rear property lines where the site is abutting a residential zone. A solid 6-foot barrier wall shall also be provided and located within SA-A05-154.doc City of Renton PIB/PW Department .. Taco Time Office Addition _ REPORT AND DECISION OF March 16. 2006 &4dministrative Site Plan Staff Report ., LUA05-154, SA-A Page 4 0(8 the landscaped strip. A maintenance agreement or easement for the landscape strip shall be secured. The solid barrier wall shall not be located closer than 5 feet to an abutting residentially zoned lot. A conceptual landscape plan and irrigation plan were submitted with the project application. The plan proposes a range of between 8 and 10 feet of landscaping along the northwestern property line around the proposed additions. Additional landscaping is proposed within the interior of the subject site around the addition areas. The proposed plantings to be installed within the landscaped areas include trees and shrubs. The proposed tree species include Weeping Yellow Alaska Cedar and Chanticleer Flowering Pear and the shrub species include Warty Barberry, Parney Cotoneaster, Hebe 'Autumn Glory', Pacific Wax- myrtle, Compact Heavenly-bamboo, H.D. Nandina, and Fragrant Sarcococca. The proposed landscape plan does not comply with the requirements found in the Development Agreement. The portion of the landscaped strip that is proposed to be 8 feet in width is less than the 10 feet mandated by the Development Agreement and no wall was provided within the landscaped area. Therefore, staff recommends as a condition of approval that a revised site plan and a revised landscape plan be submitted with the building permit application widening the proposed 8-foot portion of the landscape strip to 10 feet and showing a 6-foot barrier wall. Height -The CN zone has standards limiting the height of buildings; however the Development Agreement states that the height limits of the zoning designation shall not apply to the site, instead the height requirements in the Development Agreement shall apply. The Development Agreement limits the permitted building height to 35 feet. The proposed heights of the additions would be 28 feet and 23 feet, which is below the maximum height permitted. Screening -No screening details were submitted with the site plan application. If any surface mounted or roof top utility eqUipment is proposed, it shall be screened from public view per the screening regulations. Pedestrian Connections -All development in the CN zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances. The site plan indicates a direct connection via a combination of a concrete walkway and painted stripes would be provided between the entrance of the existing building and the existing sidewalk along Maple Valley Road (SR 169). Parking -The parking regulations require a specific number of off-street parking stalls based on the proposed use. General Office uses require a minimum of 3 spaces per 1,000 square feet of net floor area and a maximum of 4.5 spaces per 1,000 square feet of net floor area. Storage uses require 1 space per 1,500 square feet of net floor area. After the proposed additions, the total building area onsite would be 11,100 square feet of office area and 2,183 square feet of storage area. A minimum of 33 parking spaces and a maximum of 50 spaces would be required for the office, and 1 stall would be required for the storage. Based on the information submitted by the applicant, the proposed additions would result in the removal of 4 parking spaces from the site. A total of 57 spaces would be provided on the site after the construction of the proposed additions, which exceeds the number of parking spaces permitted, however the parking lot is existing and the proposed additions would reduce the number of parking spaces provided, therefore modification of the existing parking lot to comply with these requirements is not required. In addition, 3 ADA accessible spaces are provided on the subject site, which complies with the ADA requirements. 3. Mitigation of impacts to surrounding properties and uses; Currently, the subject site is developed with an existing Administrative Headquarters Office and associated outbuildings. Single Family reSidences, an auto repair shop, and an espresso stand surround the subject site. A minimum of 10 feet of sight-obscuring landscaping with a 6-foot barrier wall is required to screen the proposed additions from the surrounding residentially zoned properties. The proposal will improve the character of the site, as additional landscaping will be provided around the proposed addition areas to screen the proposed additions from the surrounding residential uses. Impacts to surrounding properties and uses are expected to be minimal. There are potential short-term impacts to adjacent businesses and nearby residents (e.g., noise), which would result from the construction of the project. These impacts will be mitigated by the applicant's construction mitigation plan, which limits work and haul hours to those permitted by City Code. 4. Mitigation of impacts of the proposed site plan to the site; The proposed additions would be located to the rear of the subject site. The proposed 2-story office addition would be located at the rear of the eXisting office building and 31 feet from the nearest property SA-A05-154.doc City of Renton PIBIPW Department .. Taco Time Office Addition - REPORT AND DECISION OF March 16. 2006 "'Administrative Site Plan Staff Report .. LUA05-154, SA-A Page 5 of 8 line. The 1-story office/storage building would be located to the west of the existing training center and 15 feet from the nearest property line. Adequate parking will be provided on-site for the patrons of the office use. The Development Agreement requires sight-obscuring landscaping and a 6-foot barrier wall along the property lines abutting a residential zone. The proposed additions are located towards the rear of the subject site and should therefore be sufficiently screened from noise cause by traffic traveling along Maple Valley Road (SR 169). 5. Conservation of area-wide property values; The proposal would allow existing uses in the vicinity to continue operating in their present locations and would provide additional office space for the existing Administrative Headquarters Office. The proposal is anticipated to conserve or enhance property values in the vicinity. 6. Safety and efficiency of vehicle and pedestrian circulation; Access to the subject site is provided via existing commercial driveways onto Monroe Avenue SE and SE 6th Street. In addition a driveway access is provided to the abutting property to the east of the subject site. The vehicular circulation around the subject site would not change with the construction of the proposed additions. The pedestrian circulation would improve as a pedestrian connection from the sidewalk on Maple Valley Road (SR 169) would provide direct access to the Administrative Headquarters Office. The proposed additions are antiCipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. The proposed additions are anticipated to generate 27.89 new average weekday trips per lot. The fee for the proposed project is estimated at $2,091.75 ($75.00 x 27.89 trips = $2,091.75) and is payable prior to the issuance of the building permit. 7. Provision of adequate light and air; The proposed building is designed appropriately toallow adequate light and air circulation to the building and the site. The design of the building will not result in excessive shading of the property. In addition, there is ample area surrounding the building to provide for normal airflow. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not expected to create any harmful or unhealthy conditions. Noise, dust, and odors, which may result from the temporary construction on the site, will be mitigated by the applicant's construction mitigation plan and code requirements for the use of Best Management Practices. 9. A vai/ability of public services and facilities to accommodate the proposed use; Fire -Fire Department staff have indicated existing facilities are adequate to accommodate the subject proposal, subject to the applicant's payment of the necessary impact fees. A Fire Mitigation Fee, based on $0.52 per square foot of new commercial building area with credit given for the existing building, is recommended in order to mitigate the proposal's potential impacts to City emergency services. The fee is estimated at $1,817.40 for the proposed addition. Water -The site is currently supplied and connected to the City of Renton Water system. There are existing 12 and 16-inch water mains in Monroe Ave SE. The fire-flow available to the site is approximately 2300 gpm. Static water pressure is approximately 55 psi. The site is within the 196-water pressure zone and within Aquifer Protection Zone 1 (modified). The preliminary fire flow is 2,250 gpm. Per the City of Renton Fire Marshall, a new sprinkler system shall be provided to provide sufficient fire flow. A new water main connection will need to be constructed for the new fire sprinkler system. One hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. This distance is measured along the travel route. The existing hydrants are adequate. System Development fees are triggered for the new fire service. The fee for redevelopment has been calculated at $986.07. The Development Charges are collected as part of the construction permit. Sewer -The site is currently connected to the City of Renton sewer system. There is an existing 15-inch sewer line adjacent to the subject site. SA-A05-154.doc City of Renton PIBIPW Department .. Taco Time Office Addition .. 64,dministrative Site Plan Staff Report .. LUA05-154, SA-A REPORT AND DECISION OF March 16, 2006 Page 60f8 Surface Water -This site is within the Cedar River drainage basin Drainage requirements must meet the King County 2005 Surface Water Design Manual. The drainage narrative submitted with the application provides enough information to determine that no new improvements are necessary. 10. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. The site will be developed with two additions to the existing Administrative Headquarters Office. Both additions are proposed to be located towards the rear of the subject site. Parking would be provided onsite in an eXisting surface parking lot. Landscaping is proposed to complement the site development. xx Co ies 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 Site Plan Approval for the Taco Time Office Addition project, File No. LUA05-154, SA-A. 2. 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 10. 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan land use designation of Commercial Neighborhood (CN). 4. Zoning: The Site Plan as presented complies with the zoning requirements and development standards of the Commercial Neighborhood (CN) zoning designation, provided all conditions of approval are satisfied. 5. Existing Land Uses: Land uses surrounding the subject site include: North: Residential - 8 dwelling units per acre (R-8) zoning; East: Commercial Neighborhood (CN) zoning; South: Maple Valley Highway (SR 169) and Residential-8 dwelling units per acre (R-8) zoning; and West: Commercial Neighborhood (CN) and Residential - 8 dwelling units per acre (R-8) zoning. 6. Development Agreement: The project is subject to Development Agreement 20000112000255 which limits the proposed expansion of the Administrative Headquarter's Office to 3,500 square feet, and provides specific landscaping, height, and access requirements in addition to the CN development Standards. E. Conclusions 1. The subject 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 Commercial Neighborhood (CN) and the Zoning designation of Commercial Neighborhood (CN) as superceded per Development Agreement 20000112000255. 3. The proposal complies with Development Agreement 20000112000255 F. Decision The Site Plan for the Taco Time Addition, File No. LUA05-154, SA-A, is approved subject to the following conditions: 1. A revised site plan and a revised landscape plan shall be submitted with the building permit application showing a 10-foot wide landscaped strip for the entire length of required landscaping and a 6-foot barrier wall. 2. Payment of a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. The fee shall be assessed prior to the issuance of a Building Permit. 3. Payment of a Fire Mitigation Fee, based on $0.52 per square foot of new commercial building area with credit given for the existing building. The fee shall be assessed prior to the issuance of a Building Permit. SA-A05-154.doc City of Renton PIBIPW Department .. Taco Time Office Addition • REPORT AND DECISION OF March 16, 2006 EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURE: Neil Watts, Development Services Director Advisory Notes to Applicant: 6,4,dministrative Site Plan Staff Report .' LUA05-154, SA-A Page 7 of 8 March 16, 2006 Date The following notes are supplemental information provided in conjunction with the environmental determination. These notes are provided as information only, they are not subject to the appeal process for administrative determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock p.m. No work shall be permitted on Sundays. 3. Separate plans and permits are required for the installation of signs. Fire Department 1. The preliminary fire flow is 2,250 GPM. One hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. All hydrants shall have a Stortz fitting. 2. Automatic fire sprinklers are required. Separate plans and permits are required for the installation of sprinkler and fire alarm systems. 3. Fire department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum of 20 feet in width with a turning radius of 45 feet outside and 25 feet inside. 4. Fire department dead end access roadways over 150 feet in length are required to have an approved turnaround. Plan Review -Water 1. System Development Charges are estimated at $986.07 for the proposed project. The Development Charges are collected as part of the construction permit. 2. The following is a list of requirements that may apply to a proposed project in Zone 1 Modified. This list is provided for general guidance and is not meant to substitute for review of the Renton Municipal Code (RMC) cited in parentheses. Critical Areas Regulations (RMC 4-3-050): Certain uses prohibited (subsection C8), pesticide and fertilizer use restrictions (H3a), constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be on site at the new facility (H2di); hazardous material release restrictions enforced (H10). Aquifer Protection Permits (RMC 4-9-015): Certain uses require operating permits. Construction Activity Standards (RMC 4-4-030C7): Standards 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. Fill Source Statement (RMC 4-4-060L4): A fill source statement is required if more than 50 cubic yards of fill material will be imported to the project site. Surface Water Management Standards (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 Standards (4-6-040J): New construction shall connect to a sanitary sewer (septic tanks not allowed) unless the wastewater utility determines that sanitary sewer is not available. Business License Requirements (RMC 5-5-5): New facilities shall provide an inventory of hazardous materials to the Water Utility prior to occupancy. If, upon review of the inventory, the Water Utility determines that an operating permit is required, the permit shall be obtained prior to occupancy of the building. Plan Review -Surface Water 1. No surface water im rovements are re uired. SA-A05-154.doc City of Renton PIBIPW Department .. Taco Time Office Addition WI' REPORT AND DECISION OF March 16, 2006 AAdministrative Site Plan Staff Report .. LUA05-154, SA-A Page 8 of 8 TRANSMITTED this 16' day of March, 2006 to the owner, applicant and contact: Accord, Inc. (owner/applicant) 3300 Maple Valley Hwy Renton, Washington 98058 Howard G. Kimura (contact) HG Kimura Architect 18012 W Lake Desire Drive SE Renton, WA 98058 TRANSMITTED 1 rfh day of March, 2006 to the following: Jennifer Henning, Development Planning Larry Meckling, Building Official S. Engler, Fire Prevention Gregg Zimmerman, PBPW Administrator Lawrence J. Warren, City Attorney South County Journal Land Use Decision Appeal Process Appeals of the land use decision must be filed in writing on or before 5:00 PM March 30, 2006. 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.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. SA-A05-154.doc I I I :J " I I I ' , z < ...J n. w , to-~ Vi ...J < ;::: a:: < n. w t:) !h ...Jl;: z. w>- ~"'YJ-)'.'~"l1~':;:' .. ~\ \:z~ ~\ >~--~.~~. -, , Q u~~~ J 1---' PORTION OF THE S.E.1/4 OF THE S:E. 1/4 OF SEC. 16 TWN. 23 N., RNG 5E., WM Sl-jI;:.f;IJNDEX SHEn r -CONPOSl1£ UTN..lntS,HlRr SER\otCf PlAN SHE£T 2 .. D[TAILS ANO srCnoNS Taco Time Addition . 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X !i~ ~i ~ 0 ~ i It ~ ~ x • '~ i= ~ X t-~~ U "'a Zit I., !h I I' ;51 ,II .' ill. ~ , _'II ilil hit > IE"I it: "Jl <i !t If~h f.1 I'I!I JII~ Idl; ~d I ! i5 . a' tult ;tit n.11t It .. ' " I , I I >"" l..,:------.::-H-------------j i I DATE: TO: FROM: SUBJECT: PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT MEMORANDUM February 20,2006 Jill Ding Mike Dotson~ Taco Time Office Addition LUA05-154, SA-A The following Utility and Transportation comments concern the Environmental and Development Application review for the subject project. EXISTING CONDITIONS WATER -The site is currently supplied and connected to the City of Renton Water system. There are existing 12 and 16-inch water mains in Monroe Ave SE. The fire-flow available to the site is approximately 2300 gpm. Static water pressure is approximately 55 psi. The site is within the 196-water pressure zone. SEWER -There is an existing 15-inch sewer line adjacent to the proposed short plat. STORM -This site is within the Cedar River drainage basin. STREET -There is currently a paved and fully improved public right-of-way adjacent to the site. CODE REQUIREMENTS WATER 1. In accordance with the Fire Department requirement, a new sprinkler system is required to provide sufficient fire flow. 2. A new water main connection will need to be constructed for the new fire sprinkler system. 3. System Development fees are triggered for the new fire service. The fee for redevelopment has been calculated at $986.07. SURFACE WATER 1. Drainage requirements must meet the King County 2005 Surface Water Design Manual. The drainage narrative submitted with the application provides enough information to determine that no new improvements are necessary. H:\Division.s\Deve\op.ser\Dev&p\an.ing\PROJECTS\05-154.Jill\Taco Time Office add GF.doc Page 2 of2 TRANSPORTATION 1. The traffic mitigation fee of$75 per additional generated trip shall be assessed according to the ITE Trip Generation Manual, ih Addition, was used to calculate a fee of$2,091.75. CONDITIONS 1. Any temporary erosion control shall be installed and maintained in accordance with the Department of Ecology Standards and staff review. 2. A Traffic Mitigation Fee of$2,091.75 shall be assessed. h:\division.s\deveJop.ser\dev&pJan.ing\projects\OS-IS4.jill\taco time office add gf.doc City of Rea Department of Planning / Building / Public .s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r=10Y') 1\eN\ ~ COMMENTS DUE: FEBRUARY 16, 2006 APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Ding PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Dotson SITE AREA: 58,950 square feet BUILDING AREA (gross): 3,495 square feet LOCATION: 3300 Maple Valley Highway I WORK ORDER NO: 77521 SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastem portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major InfonnatJon Impacts Impacts Necessary Environment Minor Major InfonnatJon Impacts Impacts Necessary Earth Housina Air Aesthetics Water UghtlGlare Plants Recreation Landt.ShorelineUse Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment to,ooOFeet / 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this appJi 'on with particular attention to those areas in which we have expertise and have identified areas of probable impact or ormati n is needed to properly assess this proposal. City of Re.n Department of Planning / Building / Public .S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: FEBRUARY 16, 2006 APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Din PROJECT TITLE: Taco Time Office Addition SITE AREA: 58,950 s uare feet LOCATION: 3300 Maple Valley Highway BUILDING DIVISION SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastem portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth 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 additio . rmation is needed to properly assess this proposal. City of Re.n Department of Planning / Building / Public .S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: f1-()(~ S\ICS COMMENTS DUE: FEBRUARY 16, 2006 1 v APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Ding PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Dotson SITE AREA: 58,950 square feet BUILDING AREA (gross): 3,495 square feet LOCATION: 3300 Maple Valley Highway I WORK ORDER NO: 77521 SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastem portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Infonnation Impacts Impacts Necessary Environment Minor Major Infonnation Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlGlare 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-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addif I formation is needed to properly assess this proposal. DatJ I ~ 1 t..\ S# ______________ _ Project Name: :rt\CD1l~~ OB1w AbDIVOU Project Address: 3300 OOA-Vt6 YPsvwy \.\l~wr}'l Contact Person: ~Acw~=(l.D=->+-, -Ll1'N=k~ ______ _ Permit Number: ~L~U~A~Q~5L-~\5~Y~ __________________________________ ___ Project Description: 3)yqS a1 A\)l)'TIQt,,)S 1D 11¥.Q11lLl6 ~f\~ I tVGL\)t) I U'1 &1'£\(.£ cl >TQ((AC".t Land Use Type: Method of Calculation: o Residential o Retail ~E Trip Generation Manual, 7th Edition o Traffic Study ~~~ o Non-retail o Other L'~4)CO~~ I-\£f\~u~ • '. .0 i:Cc,lcufatfQu,: .,.. .. ~ .. " "7,C,b / I~OltJ ,,,.,. .... ;~"-·f"· . -_.-. '3} '-'?-~~ .. ~. '{\q~ '~:~-~/~~/\-(X{J\ .. ,', ..: ., .~. )--''''-:'~)''-,,-_. . . -' U II V' ~.' -.: -'I-~ 1 S ~.-i ~Dq \.1 5 ~4.~q·; '.' -"'j. '. Da~e of, Payment: _____ _.----------'----- -'..t : •. ; City of Rea Department of Planning / Building / Public .5 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:~ COMMENTS DUE: FEBRUARY 16, 2006 APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Din PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Dotson SITE AREA: 58,950 s uare feet LOCATION: 3300 Maple Valley Highway SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastern portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtiG/are Plants Recreation LandlShoreline Use Utilities Animals TransfJQrtation 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 a /ication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addif a info ation is needed to properly assess this proposal. 2/2a&6 Date: City of Rea Department of Planning / Building / Public .S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: FEBRUARY 16, 2006 APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Ding PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Dotson SITE AREA: 58,950 square feet BUILDING AREA (Qross): 3,495 square feet LOCATION: 3300 Maple Valley Highway I WORK ORDER NO: 77521 SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the ,Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastem portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water UqhtlGlare Plants Recreation LandlShoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistoriC/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet /\ .10 /fz/};t£J 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 informatio needed to properly ssess this proposal. ~ ~uW Date { , City of R.n Department of Planning / Building / Public as ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~h--uG-h""&\ COMMENTS DUE: FEBRUARY 16, 2006 APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEBRUARY 2,2006 APPLICANT: Accord, Inc. PROJECT MANAGER: Jill Ding or .. "Y" OF RENTOi'l PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Dotson SITE AREA: 58,950 square feet BUILDING AREA (Qross): 3,495 square feiEB 0 3 2006 LOCATION: 3300 Maple Valley Highway WORK ORDER NO: 77521 SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastern portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment MInor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water UghtlGlare 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 ~~ ~ ;}-dC3 T8~ ;IM<!.., U~c... ¢ /dtfJS; Ns-G. 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 w . additional information is needed to properly assess this proposal. /'/ Date • CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: February 6, 2006 TO: Jill Ding, Associate Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Taco Time Office Addition MITIGATION ITEMS; 1. A fire mitigation fee of $1,817.40 is required based on $0.52 per square foot of addition. FIRE CODE REQUIREMENTS: 1. The fire flow is 2,250 gpm, one hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. Existing hydrants are acceptable 2. Separate plans and permit are required for the installation of the fire sprinkler system. 3. Existing access roadways are acceptable. City of Rea Department of Planning / Building / Public .s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET Fin COMMENTS DUE: FEI ~Ai~6~dh6J p rm REVIEWING DEPARTMENT: \,~ -' b APPLICATION NO: LUA05-154, SA-A DATE CIRCULATED: FEi~~~ RY 2,2006 III1 APPLICANT: Accord, Inc. PROJECT MANAGER: J IlbM FEB - 2 2006 jU) .... - PROJECT TITLE: Taco Time Office Addition PLAN REVIEW: Mike Do son SITE AREA: 58,950 square feet BUILDING AREA (Qross): 3 49 ~"!f\Gt. RENTON , 5 squ~i. , ~q '-"T r! lL UL! (\1 11_1._,. LOCATION: 3300 Maple Valley Highway WORK ORDER NO: 775 ~1 I SUMMARY OF PROPOSAL: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastem portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water UahtlGlare Plants Recreation LandlShoreline 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-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess is proposal. Signature of Director or Authorized Representa ive Date NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefty describes the appHcation and the necessary Public Approvals. PRo.JECT NAMEINUMBER: Taco Time Office Addition I LUAOS-1S4, SA-A PROJECT DESCRIPT1QN: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commercial Neighborhood (eN) zoning designation. The proposed addition would resuft. in the removal of .. parking spaces from the eastern portiOn of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. PROJECT LOCATION: 3300 Maple Valley Highway PUBUC APPROVALS: Administrative Site Plan approval APPUCANTIPRo.JECT CONTACT PERSON: Howard G. Kimura. HG Kimura Archfted; Tel: (425-271-1875; EmI: hgklmura@comcas1.ne1 Comments on the above application must be submitted in writing to Jill Ding. Associate Planner. Development Services Division. 1055 South Grady Way. Renton, WA 98055, by 5:00 PM on February 16, 2006. 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 at (425) 430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE lME PROJECT NUMBER WHEN CAWNG FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOllCE OF COMPLETE APPLICAllON: December 7, 2006 February 2, 2006 If you would like to be made a party of record to receive further infonnation on this proposed project, complete this tonn and return to: City of Renton, Development Planning, 1055 South Grady Way, Renton. WA 98055. File Name I No.: Taco Time Office Addition I LUA05-154. SA-A NAME: ____________________________________________________________ __ MAILING ADDRESS: ___________________________________________________ _ TELEPHONE NO.: ______________________ _ CERTIFICATION --"''''''''''' ~~ ~:·~~·~-t.q~~"1 .:' .x-.• ' ,ON 12 ":1(::) I I, Vert1£. ~or-&o , hereby certify that::3 copies of ~he above doc~~~9 :,()~"'~'" were posted by me in ~ conspicuous places or nearby the descnbed property~C@ : 8 ~\'?:~ ( ~ ~ ~ I : 0 I ~ 1V;1 I DUBL\C,~' SIGNED:»tA. J~ 'I, ... ' ~ .... &.;~ '/7 '11 tl~ · .• .'1-19~~ .. ·· r§ ... . . v.... I \ '1~ .... ,... ~~: ATTEST: Subscribed and sworn before me, a Notary PublIc, ill and for the State of Washington resl(ling ill \\,_ OFWp...S~_- 'Jedfl-{[ W'il ,on""'.3 dayof re.fJrn~ JlWb. Ot#wa.-~ ~- NOTARY PUBLIC SIGNATURE: DATE:~¥':::f.....-:::?~~/-=D:...I:2C; __ , '~ CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 2nd day of February, 2006, I deposited in the mails of the United States, a sealed envelope containing Acceptance Ltr & NOA documents. This information was sent to: Name Representing Accord, Inc. -NOA & Accpt Ltr Owner Howard G. Kimura, HG Kimura Architect -Accpt Contact Ltr WSDOT -NOA Agency notification Surrounding Property Owners -NOA only See Attached (Signalure of Sender):..~ ~ STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Qo. ............. ,"", I certify that I know or have satisfactory evidence that Stacy Tucker _---R. ALE:. \\\\ signed this instrument and acknowledged it to be his/her/their free and voluntary act for th~~~mi€:~/j.-~II purposes mentioned in the instrument. ~ ~ f ~ /~ :.t~";'" ~\ / Q :~ ... \01ARY ~~ ,.. ~ '}. { j fA ' , <( : 0 \'" CIl • I Dated: '" ~ 01(1 Cl/. ~ : <.) _....... J ~ Notary Public in and for the State of Wa inoton .... ? f lor,· -:> f'\X:l' 0 ' , I ~ ·· .. ':-19-';' .. ·· &~: Avr V1~ .. P1-.1/\. 4 ieKctn otZi.?\\~OFW~S~~.: t\"~,,,..,.._ J-li -0,6 Notary (Print): My appointment expires: ::"Proj~cf Na.rte:;~· Taco Time Office Addition , '. ., ,PrOject N~m~'eri~ LUA05-154, SA-A } . . ' ; . 512690021104 ACCORD INC 3300 MAPLE VALLEY HWY RENTON WA 98058 512690021005 BOZELL COREY S+AMY 19828 SE 456TH WY ENUMCLAW WA 98022 512690015007 CRATER MICHAEL 4406 NE 24TH ST RENTON WA 98059 512690017508 FOSTER WALTER B 3301 SE 6TH ST RENTON WA 98058 147140003004 KEHAYES CORINNE MARIA GRAND 3313 SE 7TH ST RENTON WA 98058 512640025502 NIELSEN ROBERT M 3209 SE 6TH ST RENTON WA 98058 512690018001 ANDERSON JACKIE 10012 126TH AV SE RENTON WA 98056 162305902304 BURLINGTON NORTHRN SANTA FE ATTN PROP TAX PO BOX 96189 FORT WORTH TX 76161 512640025007 DENNY LARRY K+MARGRIET WOLT 3205 SE 6TH ST RENTON WA 98058 512690016005 HART R E L 3232 SE 6TH ST RENTON WA 98055 512640026005 MEHTALA MICHAEL L+REBECCA E PO BOX 2392 RENTON WA 98056 512690020502 PIRAINO NOEMI 3333 SE 6TH ST RENTON WA 98058 162305901702 ~~d~~512640017509 RAMIREZ LAWRENCE F+~EN-EE _~~~. ROTH GLADYS 3333 SE 6TH ST Z\~ 3208 SE 6TH ST RENTON WA 98058 RENTON WA 98058 512690013002 SAGE KENNETH R & JEANNIE M 3328 SE 6TH ST RENTON WA 98055 512640024505 UNDERWOOD TOD C 3125 SE 6TH ST RENTON WA 98058 512690032705 WERNER KARL R 11041 SE 186TH ST RENTON WA 98055 512690032606 SIEMION MARGARET A 111 154TH PL NE BELLEVUE WA 98007 512690014505 VANGEL JEFFREY D+RUTH E 3312 SE 6TH ST RENTON WA 98058 512690022508 BALDRIDGE TREA M 532 NEWPORT AV SE RENTON WA 98058 512690013507 BURSKEY W 3320 SE 6TH ST RENTON WA 98058 512690015502 DOBSON JOHN W ESTATE DOBSON WYMAN K P R PO BOX 59 RENTON WA 98057 512690014000 ~pkd Ilcl- JOHNSON STEVE ~Y") 3316 SE 6TH ST ( RENTON WA 98058 ~ t,g Db 512690032408 NGUYEN QUYNH NGOC 541 OLYMPIA AV SE RENTON wa 98058 147140000505 PUGLISI PHILIP & RUTH 3225 SE 7TH ST RENTON WA 98058 512690023001 SADKOWSKI MICHAEL W 528 NEWPORT AV SE RENTON WA 98058 512690018506 SINCLAIR O'MALY M 3317 SE 6TH ST RENTON WA 98058 512640018002 VANTUYL NANCY 3216 SE 6TH ST RENTON WA 98058 NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Taco Time Office Addition I LUA05-154, SA-A PROJECT DESCRIPTION: Addition of 3,495 total square feet to an existing 9,788 square foot office building. The subject site totals 58,950 square feet in area and is located within the Commerdal Neighborhood (CN) zoning designation. The proposed addition would result in the removal of 4 parking spaces from the eastern portion of the existing building. Access to the subject site would remain via two existing driveways one off of Monroe Avenue SE and the other off of SE 6th Street. PROJECT LOCATION: 3300 Maple Valley Highway PUBLIC APPROVALS: Administrative Site Plan approval APPLICANT/PROJECT CONTACT PERSON: Howard G. Kimura, HG Kimura Architect; Tel: (425-271-1875; Eml: hgkimura@comcast.net Comments on the above application must be submitted in writing to Jill Ding, Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on February 16, 2006. 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 at (425) 430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any dedsion on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: December 7,2006 NOTICE OF COMPLETE APPLICATION: February 2, 2006 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 South Grady Way, Renton, WA 98055. File Name I No.: Taco Time Office Addition I LUA05-154, SA-A NAME: ________________________________________________________________ __ MAILING ADDRESS: _________________________________________________________ _ TELEPHONE NO.: __________________________ _ ," J • Kathy KooIker, Mayor • CITY., RENTON PlanningIBuilding/Public Works Department Gregg Zimmerman P.E., Administrator February 2,2006 Howard G. Kimura HG Kimura Architect 18012 W Lake Desire Drive SE Renton, WA 98058 Subject: Taco Time Office Addition UjA05-154,'SA-A .' Dear Mr. Kimura: ' ... ~ . the Development Planning Section ofth¢ City of Renton has determined that the subject application is cOmplete accorciing-to'submittalrequirementsand;: thetefore,is accepted forreview; .., '. . " you,'will be notified if any additionalinfbrmaJ!On-isrequired to continue processing your application., . ,'~:..." ' " , . ~. ,-" ,'~; -. . '.':~ .. ,'/', .' ': 'Pl,easecontact meat (425)430:.7219 ifydu'h~y~any questions. . ~ -," ... ~. '. ' . Sincerely; .•• ¢PJ 1{;l2~ l~K. Ding' .. IJ . Associate Planner -. " " , .: .,' cc: Accord, Inc./OWner ' '". "-' . --~~~~--~lO-5-5-S-0u-ili-lli-__ -a-dY~W-. -~~--R-e-m-on~;-w~,.~~'hl~'n-~-o-n-9~,80~5-5------~~--··~ ®--This ~apercontains 50% ~ded ~tenal, 30% pOst consumer AHEAD OF THE C;URVE .la:1uary 25, 2006 Taco Time, Inc 3300 Maple Valley H,a,;y. Renton, Washington 98058 Attention: Jack Love Subject: Report Update Corporate Office Facilities Addition For Taco Time. Inc. GeoEngineers File No. 1526-001-01 We visited the site on January 19, 2006 to observe any change;; since our Janu8I)' 27. 1989 report. Changes observed include site grading and paving, construction of the office building nnd detached storage building. The proposed addition to the otlicc is in the paved area. The separate stomge building addition may extend beyond the paved area. Based on our observations, no significant cutting or filling has been done. As a result., the soil conditions, recommendations, and lim i~ations of our .J nnuary 27, 1989 r::port remain unchanged. It has been a pleasure working wi.th you on this project.' . Ple~e call if you have any questions or if we can be of further assistance to you. Sincerely. GcoEngincers, Inc. Gary W. Henderson, PE Principal GWH.u TACO:\I~152('OC 1I()II.Final~\l 52(,(101 01 L d\>C Copyrigh:e. 2(O(){; b)' GcoEngil1ecr1. Inc:. All figh .. ",served. Oisclaimcr: Any o:lcctronio for:n. rncsilllilc or liard copy of Ihe on~iMI do:umcnl (email.lex\.luble.anilor f:gcrc). if provicJcd. IJIld ur;y ullBch:nenlS arc onl} R COllY of Ihe original d[)Cumcnt. 1":1e original documcnl is stored by (icoEl1gi:u:crs. Inc. and will se ..... e as the offici.!1 ~~urncnl of record. cc: HO"'ard G. Kimura, AI1\ HG Kimura Archile,,1: 18012 West Lake Desire Drive SE Renton, Washington 98058 Earth Science + Tocllnoloz, 1101 5 Fa_con ~we Sa't. 200 ' .... a. YIA 98402 '.11,.,.,.,. :ZSJ.J8J.4U40 1 .• UIl .... 25l.3e:t"~~l ",uthllc www,,.I.entirIRtlrr:.,f,nlr' January 3, 2006 , Howard G. Kimura H.G. Kimlira, Architect • 18012 WestLake Desire Dr. SE Renton, W A 98058 CITY. RENTON , ' PlartninglBuildinglPublicWorks Department Gregg ZimlDumanP.E., AdJili.n~trator RE:" Taco Time Office Addition Site Plan Review (File No. LUA05~ 154, SA;A) Dear Mr. 'Kimura: This letteris to inform you that the' Deve~ment Planning Section of the City of Renton . has determined that the 5ubject,applicationisincompJeteaccording to submittal , requirements per RMC4:'8-t20Cand"thEm~fote, iSinOt accepted for review; , The following additional informatior'l is requiredto continue processing your aPPlication: , ~ -' . . .L 12copies()f ~revised Sitep,lanandl .. ri~duced 8%" x fl"PMT. The Site Plan shallberevisootosho\v all of the easements listed on the'TitleReport, if-, " the easeIIientsare unm(ippableiplease idetttify as such. .' ",' .', 2.' 5c()piesofalctfurfroma GeotechnicalEngineeringfinn-updatmgor concurring, . with :the conchislons found in the original geotechnical report prepared by GeoEngineers d8.te<iJ anuary 27, 1989 submitted· with the proj~tapplication. 'OnceJhe requestedinfonnation is received, staffwillreview the materulls f()[ ~ojnpletenessand your application wili either, be formally a.ccepted for Jeview or you ',' ·111ay ,be further requested to provide additional, inforination or revisiOIls.'.Pleruie feel free to ,contact me a((42Sf430:.7219if yoU' have any questions. Sincerely, ~" "<-ff27tJ' " • • J' . . . ,/ Jill Kriing' .............•....... . Associate Planner Enclosure . ',cc 'Accord, Inc. ~~--'----10-55~S~' o"""uth"""", -Gra-d-y"-'W-a-y--R-'en'--to"""o,-W-' as-'-h-in· -gt-o-n~9-80-'-5-5--------"~······ ~ . . ". . I'i\.TI..~ .... ~.......;. ... ___ t.-. ClVW." _ .............. ':--.":_1 .,1'\0/. ___ ........ _ ... __ _ AHEAD OF THE CURVE ~ ~$~" City of Renton +-\ \A. ~~~~ . i,· Q~%~ ~1'l.¢ LAND USE PERMIT ~fi;t,; ~~~ . . . . . ~~c~ MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: ~/(..O IN~ , PROJECT OR DEVELOPMENT NA0: V TAU 71m IF ~ Fl#"re~ 'S'Tf)Ift. A:tk:)llJ o~ ADDRESS: 33t)() MMLE VA-u.E'1r/J,v ~ CITY: ,eu,hJt-} I ·wlt" ZIP: 'Bo~tf PROJECT/ADDRE;SS(S)ILOCATION AND ZIP CODE::: .,~" &1-MA-fIIL.F VIfZ,.L ~ ~ ~N,WA-'r~ it .. TELEPHONE NUMBER: '""'s-~ i'2.r-2.2.~ - APPLICANT (if other than owner) KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): GIZ(,1 ()f) ~II NAME: SAnte A;s . Dt.Npe'1'f-, --.. ·~II"E· EXISTING LAND USE(S): . .. /S~. . PILIJ~t;$I/)Nkl-'P~tlF 'r~!!'~ -, COMPANY (if applicable): PROPOSED LAND USE(S): . Jhme-. ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: t:::../::I nJ .-. -. t! , Jt-'t-;...- ... CITY:· ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): ¢""""'e .. TELEPHONE NUMBER , . EXIST~NG~ONING: ,'. _(!O~~(;'j.;1 \/?1t;m~~ .. CONTACT PERSON PROPOSED ZONING (if applicable): ·SA'rhe NAME: i-J."wA-tCt:' 6.. J<.IWJv~A-SITE AREA (in square feet): fl ,151J SP .. . ~;,. ... ~ :.... ~ . SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if .app'l.i'pable): I'f-I(CH"17Ff:..T .' ... ~'I'Jt:..I ",,,A.A .~~:.4' A\;. j.\.::; l.r 00:; .. .'. :.: __ .':,:" 0" ~ -.. ."1 ." '. '....... •••• . ADDBESS(<.;, ..... '" vtJ', 'y' ~. re-IttJlP, ~;;~ /)es/~~ /)/1.. _ v 0 ... ~ t) Q Q.. ~ :n: f"i~.OI~:::' lfJltJStl CITY,; ,,'t". ;. -. "',',> 0'4;;; ZIP: \.pIj" ") : ,~J/"~ ~ :', )'\';") ... D I 0 \\ v '. rt.) .... .,. "',,, .<,1 •.• O..,o~."' .... _. ,f .~~ ,' ..... ~"'" · .. :\1, .... ; t~r V·l·~,,\,· TELEPHONE'NiJMBER~AND E-~I:fPDRESS: .194: 4-1J: 27/-I 7 c,.c.. 4 U--7" ~ --rtJf)Q t- III ki......u,...". e. ,:. .... -A"sl;ltl! DEDICATED: ,ltllltlVE SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: #f)~ PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): ,/II//I't NUMBER OF PROPOSED LOTS (if applicable): (I.) J'A?,P'E' NUMBER OF NEW DWELLING UNITS (if applicable): t!:> 1"0'1 A J Q:web/pw/devserv/formslplanninglmasterapp.doc 07129/05 v I e -PROJECT INFORMATION (continued) r---~~--------~----------------~--~ NUMBER OF EXISTING DWELLING UNITS (if applicable): N/II-, PROJECT VALUE: . l'J. /{,f • ~f,1r',.; }1, ,I" ~,L; I -:+~. -~. :11" • SQUARE FOOTAGE OF PROP0:MD RESIDENTIAL BUILDINGS (if applicable): N ~ SQUARE FOOTAGE OF EXISTING RESIDEfiTIAL IS THE SITE LOCATED IN ANY JiYJ?E OF . '.ft· .. :: . ENVIRONMENTALLY CRITICALKREA, PLEASE {NCLUDE SQUARE FOOTAGE (if applic~b.le):. N/~'~'. ; 7' ~ , " . ' BUILDINGS TO REMAIN (if applicable): #:.t . . .'. o AQUIFER PROTECTION AREAo'l\iE _ ,_ SQUARE-FOOTAGE, OF PRQPOSED NON-RESIDENTIAL BUILDINGS (if applicable): r 3 Jf&J 5 . J'.F. ' SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL o AQUIFER PROTECTION AREA TWO 0 FLOOD HAZARD AREA sq. ft, BUILDINGS TO REMAIN (if applicable): Q'7J't S.P. 0 GEOLOGIC HAZARD sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): I ~ 2 t! 3 S P n?1"t"t--, , .NL!M.BEfl:OF; ~MPLQYEES Tp B!=,l=.M~LOYE.o B':'Tt.l~., ~ . " NEW ''PRO'JECT'(if applicable):'" " /51 ;; ' .. ' \' •• "" ."" '0 HABITAT CONSERVATION sq. ft. " 0 SHORELINE STS~~MS AND LA~ES sq. ft. -', ..,. .... '. r:,,,,,I' .\ .... 1 ~ 0 WETLANDS '. sq. ft. -, . , ., < ,~ .' ' .. ,<,E.,:~.~~ ," ",' ____ LEG4~,:~ESC.RIPTIONOF PROPERTY " " . • '. .... _ \ I;"oo"~'" ~l'i" <: . ,,~ ~ I ~ . • " . ..1 -~ _: _ .'. • • ". ,. '> (Attactt lega',des,c;r.iption\on~sep.~ra~e sheet with thtt folrowing informa~ic;m if.l~luclEtd)::,:,,\ SITUATEIN THE ~e-~1=I.fe' ,QUARTEROF SECTION iL, TOWNSHIP!];/' RANGE;£ ,INn1ECITY OFRENTON, KING COUNTY, WASHINGTON. ' , : , ' , " , " ,; ........ - " .' TYPE~O.ftAPPLICATION & FEES' I. \:.~ List all land use applications being applied for: -. ,. • -r .~ , t~ •• ' ' . ~ U C.I!.."" ,' .... , . .• 1., '''0 .Sire P~'~/-EW <"'1 <\ 3. ' , .,' . \, ... :to. -, ."' . " • i.. '..1" .~ .'H< .. :~>~~)' . '" -.. ~ ., ~.!, .' .• '~" • II!: .. ,~, ~,.... '-.1>'. ~ t:\ ....... .." l, 2. 8Vlw:;/J../6 ~/~ 4. 't~ ';.. "' .. :,:, ':. ~ t .,.~ Staff will calc\.JlC!t~,C\Pp.ljG?b.le.}~es and postage:' $ AFFIDAVIT OF OWNERSHIP , " ' -, . ~ ';~ ;~r:;~:;~;)~,i ' a:;:;~: :::;<~~;.,.-J~.,.' , 'declare that I am (please check one) ~ current owner o(the property involved in this application or_' _' __ the aUthorized representative to act for a corporation (please attach proof of autho'rization) and that thEi foregoing statements and ans~n> herein contained and the infonnation herewith are in all respects true and correct to the best of my knowledge and belief. ", . • . '.' I certify that I know or have satisfactory evidence that ~f'cv.Jc...'} ~~"" 'Jr-. ./'7 ';, \.' • ": ~; \ . ",' "<, . signed this instrument a~ a~W!~~, i!t?"b~,hislhe!ffl.1ei~ f~e~,al)d ~oluJltaryactfor the ~ ......, i~ uses and purposes mentioned In the Instrument \. • n '" • t " / -~. . (Signature of Owner/Representative) .~ ~.' ~ ~~ '.: (Signature of Owner/Representative) Notary (Print) Q:weblpw/devserv/formslplanninglmasterapp,doc 2 07/29/05 • ! : I Legal Description: M • ~ DIV 62 L.OT A OF "llY OF ReNTON L.OT L.INE ADJJSMNT NO L.UA qq-Ien I..1..A ~IN~ NO 20000522qOOO16 BEI~ A PORTION OF LOTS e • q BL.oc.K 6 OF MAP~OD DIVISION NO 2 AND PORTION OF DEFENSE PL.ANT CORP ~ IN 60V LOT 6 OF se 1/4 OF secTION 16-26-05 Vicinity Map: NTS NORTH /..----'~ '~~a/ Ass"essor's Parcel Number 51 26CfOO2 II ~' ' ";,.;, ~; . f,' .<!>.- STATE SECRETARY of STATE . 40234. Olympia, WA 98504-0234 .3601753-7115 • Fax 3601664-0055 PROFIT AMENDED ')Sry.,..qCt o TO AVOID POSSIBLE DISSOLUTIONIREVOCAnON, an InlUal annual report must be filed within 120 days from the date of IncorporatJoniqualiftcation •• Ihown below. (RCW 238.18.220) . o DISSOLUTIONIREVOCAnON OF YOUR CORPORATE STATUS will result If an Initial annual report I, not filed by • (RCW 23B.14.210 & RCW 238.11.310) Fee Includ .. a $21.00 penalty. Col'llO!Jtt Nam. and Registered Aatnt I OffICI Add".. ACCORD,INC. Unified Business 10 # : 600 335 538 C/O FRANK J TONKIN JR 3300 MAPLE VALLEY HW'f RENTON WA 98058 2800 Corporation Account # : 2-288831-1 State of Incorporation : WA IncJ Qual. ~ate : April 30. 1979 IF REGISTERED AGENT ORADDRESSHA$:CHANGED;COMPLETE.:THISSECTION * These actions have been authorlzed by the Board of· Directors. . . '.' '. .....: . New Reglstered'New:~'~I . . .... Agents Name ·:; .. C<I""rit~AP~lritme;"t~. =~=~~--.:-____ _ N8w'Reglst8n~ii~~or ~~t). ". ·Y;j;.,~:·.::,~·~8::{'i..;;.:X:::'\(:.:· ':~~of:~8PJ)01nteAiAQen~ :::::~:=~·~·~~'~:~~~:~~8~dL:Effe~e'Dat8,·_. ~---- ANNUAL REPORT SECTION· FILL IN COMPLETELY· TYPE OR PRINT IN BLACK INK Address of Principal place of business In WA,~~:-=~-=~~.......-::';:7'" ___________ _ (Include Street. City. State & zip) Telephone Number ~Co~oratJon~(_" __ J ______ ~ ___ _ . Briefly state nature ~ business In WA, ______________________________ ---.,;. Foreign Corporation: Principal office address In statelcountry ~ IncorporatJon, _______ --=-.-:-:::---:-:--:-:-_==--=~:_":'_:'_-------- (Include Street Add ...... City, State & zip) UBt ~ corporate officers IDSl directors. (attach addltio President '3300 it' "i eo-s-g • Name __. • AddnIu.. CIty I. State , ZIp --~Ie. \1Dl~m-KI~£~,.33al MarJ:VaI~ Jlw.,y,. K-~WA-ql?oS"8 SeaaIary :l#D. hle/Wu -. 3m ~e \!til:') tJw.\I ~V~I\-<f~ T_!%nel!e ~.Nd{o.Q.. ~ ~ 1.6/1t:1j ~I Ke~I/'(Nt Qf1iJS'6 == WeA t :J. \gnt:", J!. 33a> ~I.e \fJl~ 'ie;y ~tr\u.N1-. 'iBo~ DI~~. __ ~~~----------____ ~~~----------~~ ____ --____ --~~----~~-----Name Addraa . CIty State Zip (S1g"ature) • CIty Slate 1'1, cAd/e: .. b ,f,/ '/J y;... (Type or Print Name and ntle) ZIp S-/fI-(/r (~OPME~ CITY 0,: RE~NlNG . N DE~ ~ 72005 Document must be signed by either chair of the board of directors or by an officer "Itad abO~S"~' ' Make checks payable to the s.cretary of State and retum to address shown above. ""J lIJI:D 005-008 nm"-i DATE: TO: FROM: " CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM December 8, 2003 Kristina Catlin, Senior Planner I flJ Jim Gray, Assistant Fire Marshal r}.ll - DEv~L9':::!·:ENT PL"NNlt.1I'!! f .-'""\t"-.. ,. ,--" '''-2 ""'-NTON DEC, ~ 7 ~\J05' RECEIVED SUBJECT: Taco Time Storage Building, 3300 Maple Valley Hwy. Fire Department Comments: 1. The preliminary Fire flow is 3500 GPM which requires one fire hydrant within 150 feet of the building and three additional hydrants within 300 feet of the building. 2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee, if applicable, of $1,789.32 is required based on $.52 a square foot of the building square footage. Please feel free to contact me if you have any questions. TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM December 16~ 2003 Kristina Caitlin ,1f'j0" Ameta Henninger X7298 TACO TIME STORAGE PREAPPLICATION 03-122 3300 Maple Valley Hwy. NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this Summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have completed my review on the above preapplication in Section 16, Township 23N, Range 5E which proposed a storage building and have the following comments. WATER: • This project site' is located in the 196 Pressure Zone. Static pressure is approximately 55 psi at street level. (T~J • There is an existing 16" watermain and an existing a,,/'watermain located in Monroe Ave SE, which are only capable of delivering 2,300 GPM. • Per the City of Renton Fire Marshall, the preliminary fire flow demand for the new building is 3,500 GPM, which is above the available fireflow of 2,300 GPM. • The applicant shall reduce the fireflow demand down to 2,300 GPM by using other construction methods, or reducing building size and or adding a fire sprinkler system. • Any new construction must have one fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure and additional hydrants (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The number of additional hydrants required is dependent on the calculated fireflow of the new commercial building. • Lateral spacing of fire hydrants shall be predicated on hydrants being located at street intersections. Taco Time Storage Preapplicatil-.. 3300 Maple Valley Hwy. • Construction of a commercial building will trigger a separate review. • Water System Development Charges of $0.213 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed t9 determine how much redevelopment credit applies. . SANITARY SEWER: • There is an existing 15" sanitary sewer main in Monroe Ave SE. • Any use in the building subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. • If, per the City of Renton Fire Marshall the building is required to be sprinklered floor drains wili be required to be tied in to the sanitary sewer system. • System Development Charges (SDC) are $0.126 per gross square foot of property if not previously paid. These fees are collected at the time a construction permit is issued. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. STREET IMPROVEMENTS: • Construction of a commercial building would trigger a separate review. • Street improvements may be required. • Traffic Mitigation fees apply. STORM DRAINAGE: • There are existing storm drainage facilities in Monroe Ave SE. • A conceptual drainage control plan and report designed per the 1990 King County Surface Water Design Manual is required to be submitted with the formal application for a commercial project. • The Surface Water SDC fees are $0.249 per square foot of new impervious area. These fees are collected at the time a construction permit is issued. I:\Projects\T ACOTIMESTOREBLDP A.doc\cor Taco Time Storage preapPl; ... 3300 Maple Valley Hwy. AQUIFER: • 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 .. Jacility (RMC 4-3-050H2d(i». A fill source stat~m_~nHRMC ~60lA) is=required~if . . more than-1 00 cubic-yards olfillmateriafwill be imported to the project site. Construction Activity Standards (RMC 4-4-030C7) shall be followed if during b 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. This is not intended to be a complete list of the APA requirements nor does this information substitute for the full ordinance, it is only intended to guide the applicant to the City of Renton code book. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • . All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. • Permit application must include an itemized cost estimate for these improvements. 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 of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. cc: Kayren I:\Projects\T ACOTIMESTOREBLDP A.doc\cor CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRA TEGIC PLANNING MEMORANDUM DATE: December 17, 2003 TO: Kristina Catlin FROM: (Ml/ Rebecca Lind STAFF CONTACT: SUBJECT: Don Erickson Taco Time Storage Building, 3300 Maple Valley Hwy; PRE 03-122 The site is designated Convenience Commercial on the Comprehensive Plan Land Use Map. The applicant is proposing to construct a two-story 3,441 square foot addition on the south end of their existing one-story training center. This will be in addition to their existing 1,920 square foot training facility and 7,792 square foot two-story office building. Although there are relevant land use policies for this project (see attachment) a Development Agreement between the City and the Taco Time takes precedent in terms of what is allowed to occur on the site and what must be done to protect the existing neighborhood. This development agreement was approved by Council as part of a compromise made during review of the Comprehensive Plan and zoning for the site. The Development Agreement (attached) limits the applicant to a one-time expansion of their existing administrative headquarters, as depicted on Exhibit C, by up to 3,500 square feet, subject to: 1) The expansion being limited to office and parking uses; and 2) The site plan review process; and 3) The building expansion being addressed in a single site plan review application with no phasing, and 4) Complete building and construction applications being submitted to the City no later than June 1,2006. A valid approved. site plan for an addition to this facility was approved by the Hearing Examiner in 2002. The amount of development proposed in the current proposal and the approved site plan will not comply with the 1999 Development Agreement which limited future expansion to up to 3,500 square feet for the administrative headquarters building, and parking. Analysis: The proposed two-story addition is not "generally consistent with the conceptual plan in Exhibit C" which placed the one-time, maximum, 3,500 square foot addition on and abutting the south side of the existing administrative headquarters office building. The current expansion proposal shows it going in along the northwest property line in the area labeled "existing portable storage units." Although the Development Agreement allows departure for the conceptual plan shown in Exhibit C it states that "it shall be when changes are warranted in order to meet all applicable City regulations and requirements." Staff is not aware of any such changes. I Taco Time One-time Otp_ Building Expansion 12117/03 • 2 The current proposal for a two-story, 30-foot high storage/office building along the northwest property line, appears to be in conflict with the intent of the landscaping and screening provisions which were to protect Maplewood Park, an adjacent single~family residential area. These provisions include a lO-foot wide "sight-obscuring" landscape strip along the common property line. Staff believes it would be virtually impossible to provide landscaping adequate to visually obscure a two-story high, 61-foot long wall approximately 30-feet high paralleling the c()ffiIllQP .. property linewiththe.residentialneighoorn6odt6:UienoithwesF-:: _. .... . -... . The currently proposed 3,400 square foot expansion of the existing training facility with a ±14-foot high garage and second story for storage and office would, if allowed, require rescinding the applicant's existing site plan approval for expansion and eliminate any further expansion on the Taco Time site. This is because the 1999 Development Agreement clearly stated that the proposed expansion was "to allow existing, legal administrative headquarters offices with a moderate expansion of offices, and parking;" and that this was to be a "one time" allowance, subject to site plan review. In regards to relevant land use policies, there is no indication that the proposed use would reduce automobile travel in the area (Objective LU-FF). Parking expansion apparently is not proposed as part of this one-time expansion. Also, there is no indication that the current proposal complies with Policy LU-219 that states: " ... commercial structures in adjacent Convenience Commercial designations should be compatible with the single-family character of the residential area in height, front yard setbacks, lot coverage and building design. " Clearly, a 121-foot long building 30-feet high on its southern half is not compatible with the adjacent Maplewood Park single-family residential neighborhood. Recommendation: Do not support the proposed two-story 3,441 square foot addition since it does not appear to conform to the provisions of the 1999 Development Agreement nor relevant Convenience Commercial (CC) policies related to protecting the adjacent single-family residential areas. Attachments cc: Don Erickson H:\EDNSP\Interdepartmental\Development Review\Preapps\Cornments\COTaco Time 2·Story Bldg. Addition.doc\d Taco Time One-time Offil.v BuAg Expan~ion 12117/03 Relevant Convenience Commercial Comprehensive Plan Land Use Policies 3 Objective LU-FF: Permit small-scale commercial uses, which serve the personal needs of the immediate population in residential areas and reduce automobile travel. Policy LU-213. Small-scale commercial uses may locate in close proximity to one another but should not concentrate to the point of changing the predominant character of an area from residential to commercial. ' Policy LU-216. A mix of uses (e.g. convenience retail, consumer services, offices, residential) should be encouraged in small-scale commercial developments. Policy LU-219. Commercial structures in adjacent Convenience Commercial designations should be compatible with the single-family character of the residential area in height, front yard setbacks, lot coverage, and building design. Also. see attached Development Agreement dated December 15. 1999, H:\EDNSP\lnterdepanmental\Development Review\Preapps\Comments\Cc\Taco Time 2-Story Bldg. Addition.doc\d I • DATE: 'r,·, CITY OF RENTON Planning/Building/Public Works MEMORANDUM December 23, 2003 TO: Pre-Application File No. 0_3-122 FROM: Kristina Catlin, Associate Planner, x7270 SUBJECT: Taco Time Storage at 3300 Maple Valley Highway 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 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 addressed as 3300 Maple Valley Highway. The proposal is to construct a two-story 3,441 square foot, wood-framed storage building. The building is proposed to be located directly abutting the existing training facility. According to King County Assessor Records, the site is approximately 58,950 square feet (1.35 acres) and is currently developed with an 8,128 square foot office building and a 1,920 square foot storage warehouse building. Zoning: The site is designated Convenience Commercial (CC) on the City's Zoning Map. General offices require an Administrative Conditional Use to locate in the CC zone, with the following additional restriction noted in Renton Municipal Code Section 4-2-080.A17.b: "Administrative Headquarters Office: New administrative headquarters offices ar~ not permitted [in the CC zone]. For existing, legal administrative headquarters offices greater than three thousand (3,000) square feet in size, and in existence prior to January 1, 1999, the following expansions may be allowed: (i) parking expansion may be allowed; (ii) a one-time expansion of building square footage, not exceeding three thousand five hundred (3,500) square feet, may be permitted subject to site plan review. This provision allowing expansion of building square footage shall expire on December 1, 2006, consistent with any approved Development Agreements or covenants." In addition to the development standards and regulations in the Renton Municipal Code, a Development Agreement was recorded on the property (rec# 20000112000255), as a condition of approval for a previous rezone that specifies additional development restrictions and standards. A copy of the Development Agreement is included in the pre-application file . Taco Time Storage Pre-application Mee. December 23, 2003 Page 2 of 4 The compliance of the proposed building expansion with the applicable development standards of the Development Agreement, the CC zone (where not superceded by the agreement), and the parking regulations is discussed below. Lot Coverage -The CC zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking. The combined footprint area of the proposed addition and the eXisting buildings would be approximately 7,788 square feet (3,993 square foot office, 1,950 sqyare foot training facility, 1,845 square foot proposed storage), resulting in building lot covera'ge of approximately 13.2 percent, which meets the requirements of the CC zone. Setbacks -The CC 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 fa9ade of the building. The CC zone requires a minimum rear and side yard setback of 15 feet if abutting or adjacent to a residentially zoned property. In this case, the entire property is abutting or adjacent to property designated -R-8 on the City's Zoning Map, with the exception of the eastern boundary, which abuts CC zoned property. Neither the existing storage structures nor the proposed storage structure meet the minimum setback requirement of 15 feet from the north property line. Landscaping -Pursuant to the Development Agreement for the property, a minimum landscape width of 10 feet is required along all street frontages. In addition, minimum sight- obscuring landscaping of widths specified by the Development Agreement are required along property lines that are adjacent or abutting residentially zoned property. Property zoned R-8 exists on the south side of Maple Valley Highway, which is considered to be adjacent to the southern boundary of the property, as well as northeast of the site across SE 6th Street and west of the site across Monroe Avenue SE. The Development Agreement specifies a minimum width of 15 feet for property lines adjacent to residentially zoned parcels. In addition, the site's northwest and northern most boundaries would be considered abutting to R-8 zoned property. The project is required to comply with the standards established by the Development Agreement, which requires a minimum 10-foot sight-obscuring landscape strip along with a solid 6-foot barrier wall, along the north side of the site. The wall is not to be located closer than 5 feet to the property line and a maintenance agreement or easement for the landscape strip must be secured. Pursuant to the Development Agreement, the landscaping must be installed prior to final City inspection of: 1) Any building demolition permits; and/or, 2) Building construction which expands the footprint of current buildings or adds additional buildings on site; and/or, 3) Parking stall additions/reconfigurations which add parking/access areas. A landscape plan was not submitted with the pre-application materials. Therefore, staff could not evaluate the compliance of the proposal with the landscaping requirements of the Development Agreement. Staff discovered, during site visit, that landscaping along the north and northwest property lines had been removed. A landscape plan must be submitted that shows either existing or proposed landscaping and screening that meets the requirements discussed above. Taco Time (CC zone).doc\ Taco Time Storage pre-apPIi.n Meeting December 23, 2003 Page 3 of 4 Height -The Development Agreement, as well as the CC zone, permits a maximum building height of 3S feet. Based on the building elevation plans submitted with the pre-application materials, the height of the proposed storage building would be approximately 30 feet. Parking/Circulation -The parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. For office use, a minimum of 3 to a ma><.ir:nu~rT1 oL4:S parkil}gspaces would beJequired for every-l,OOQ~sgl!(3r~feetdedicated to -dflceuse. For theexistihg~officeandtraiiiing ~area-(9,712square feet), a minimum of 29 to a maximum of 44 parking spaces would be required. In addition, indoor storage [requires 1 parking space for every 1,SOO square feet. For the proposed storage area (3,441 square feet), 2 parking spaces would be required. Based on staff calculations, a minimum of 31 and a maximum of 46 parking spaces would be required for the site. The site presently contains 61 parking spaces, as approved through LUA-03-01-11S. No additional parking is proposed as part of the requested storage development. Maximum Expansion -As discussed above, both the City of Renton Development Standards, and the recorded Development Agreement limit the expansion of the existing Administrative Headquarte~§ J(LlL one-time expansion of 3,SOO square feet or less. A previous Land Use Actio't (LUA-01 ~ was evaluated and approved with conditions for a building addition on the east Side of the existing office building. The Site Plan Approval expires on February 28, 2004. A building permit has not been issued for the proposed building expansion. Neither the development standards nor the Development Agreement would permit both the office building expansion and the proposed storage building development. If the applicant wishes to proceed with the requested storage building development prior to the expiration of the already approved Site Plan, a written forfeiture of the approved office building expansion must be given to the Development Services Division by February 1, 2004. General Conformance -Section 3.A.2.c of the Development Agreement states, "Parking and building expansion related to the Taco Time Corporate Offices should be generally consistent with the conceptual plan in Exhibit C, unless, based upon City review, changes are warranted in order to meet all applicable City regulations and requirements." The Development Services Division has reviewed the proposed storage building expansion and does not find that it is consistent with the conceptual plan referenced in the Development Agreement. Staff would not likely support an Administrative Site Plan request for the proposed storage building, due to the inconsistency with the conceptual site plan included with the Development Agreement. Staff recommends that the applicant request an extension to the previously approved Site Plan (LUA-01-115) and proceed with the expansion on the east side of the existing office building, as approved and conditioned. Lot Line Adjustment -In addition to the standards previously discussed, the property was required to complete a lot line adjustment to conform to the approved CC zoning boundary and allow access· across the entire property. As required, the lot line adjustment was completed with the City's approval and recgrded under recording number 20000522900016 in May of 2000. Permit Requirements: The proposed project will require Administrative Site Plan Review. As stated in the Development Agreement, Site Plan Review is required for all development on this parcel. The land use application will be completed in an estimated time frame of 6 to 8 weeks once a complete application is accepted. The application fee will be $1,000 for the Administrative Site Plan Review, plus $0.37' per mailing label required for notification of all property owners within 300 feet of the site. Please refer to the attached application package for a complete list of submittal requirements. Taco Time (CC zone).doc\ " . Taco Time Storage Pre-application Me. December 23, 2003 • Page 4 of 4 Site Visit Observations While visiting the site, staff noticed several conditions that should be remedied to bring the existing development into compliance with City regulations. The following is a brief summary of some of the conditions observed on site and suggested means of bringing the site into compliance: 1. Existing Condition: Unscreened mechanical equipment next to dumpster in an area that appears to be dedicated as a fire lane. Applicable Code Section: RMC 4-4-095, Screening and Storage Height/Location Limitations Suggested Remedy: Screen all mechanical equipment. Please note: Nothing may be placed in a manner that blocks the posted Fire Lane. Location 0 f mechanical equipment must be cleared with Fire Department. 2. Existing Condition: Outdoor storage located within required landscaped areas surrounding the existing training facility. Applicable Code Section: RMC 4-4-095, Screening and Storage Height/Location Limitations Remedy: Outdoor storage is not permitted within the CC zone. All outdoor storage must be removed. 3. Existing Condition: Landscaping has been removed within required landscape areas adjacent to residential properties. Applicable Code Section: RMC 4-2-120A, Development Standards for Commercial Zoning Designations; also in Development Agreement Standards Remedy: Landscaping must be replaced within required landscape areas consistent with a landscaping plan approved by the Development Services Division. 4. Existing Condition: Temporary storage structures have been placed in a location not meeting required setbacks. Applicable Code Section: RMC 4-2-120A, Development Standards for Commercial Zoning Designations; also in Development Agreement Standards Remedy: A storage structure of similar size, as determined by the Development Services Division Director, to that referenced in the conceptual site plan in the Development Agreement may be place in the location indicated on the conceptual site plan. Storage structures exceeding the size indicated on the Development Agreement's conceptual site plan must meet the required setbacks and will require Administrative Site Plan Review. cc: Jennifer Henning Taco Time (CC zonel.doc\ 1/ / . .> "" r e e DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section PROJECT NAME: /avo 7i~flllt11Y7~ 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section DATE: _..:,.,::c5;--<~ /,C-!.'f_.---=:..z,-L(_Z_tJ,_tJ.::...-J __ / O\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls 07/29/2005 " f --( DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section PROJECT NAME: 14 UJ 11 Jh{ 17?~ tf7~ 2. Public Works Plan Review Section 3. Building Section DATE: __ ~~.:....!./_'_'Z.2.-(_Z_tJ_tJ_F __ 4. Development Planning Section r... i •• ,,.-,...,,.,......\.,..r-.r\frr-r.\,...r ___ ~\nl ................ , ...... r.\, ....... ; ....... F "I ..... .. , DEVELOPMENT P CITY OF RENT~N'NG It'e8 H.G.IGMURA ARCHITECT DEC;-7 2005 REceIVED Howard G. Kimura, Principal November 28, 2005 . RE: Taco Time -Storage Building Addition -Office Addition Projects 3300 Maple Valley Highway Renton, W A 98058 Project Narrative: Project Name: Project Size: Landuse Permits: Zoning: Current Site Use: Taco Time Corporate Office Addition & Alteration 3300 Maple Valley Highway Renton, WA 98058 Bldg # Building Occupancy Ex. Area 1 2 Office B Office/StQr Btu 7,868 sf 1,920 sf New Add 1,312 sf 2,183 sf Total 9,180 sf 4,103 sf Totals: 1L-________ ---.29 ,"-78"-'8"-s"-f __ ::..23,"-49.....:.5_s"-f __ ..=..:13::..z,=28=-=3~sij • -See Sheet AI for breakdown of building areas. Site Plan Review Subject Site: Commercial Neighborhood (CN) Surrounding Sites: Northwest site is Residential Zone, Commercial use, all other surrounding sites are residential to the north that border the subject Taco Time Corporate office complex. Current use of the site is a corporate office for Taco Time and the existing buildings mentioned above and detailed on the construction plans have been in place since early 1990's. Special Site Features: None Soil Types: Refer to existing soils report that the existing buildings were constructed to in 1989. The same recommendations have been taken and will be site verified prior to pouring foundations. Site is flat and all surface water drains to a public storm drainage conveyance system. 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net Taco Time Corporate Office Addition & Alteration November 28, 2005 Page 2 Proposed Use: Proposed Plats: Access: The scope of the proposed use will be, as it currently exists. Corporate office functions will be dispersed into the new addition area to create additional space for existing staff. Storage areas being added to the project will replace existing storage that currently exists on-site and will allow for additional corporate records storage that the owner is required to keep. Not applicable Existing vehicular access will remain as constructed on the initial project accessing the site off of Monroe. Off Site Improvements: A water main extension off of Monroe will occur to install a new fire line to provide sprinklers to the 2-story office building. Site frontage is currently developed with curb, gutter & sidewalk. Estimated Construction Costs: Estimated quantities & Types of materials: Trees Removed: Dedicated Land: Proposed Job Shacks: Modifications being Requested: Proximity to Rivers: Estimated construction costs are $180,000.00 Trenching will be excavated for new fire line and backfill will follow City of Renton Public Works standards. Minor excavation will occur at the foundations for both buildings and backfill will occur using same material excavated, assuming it is in good, reasonable shape to be reused. Less than 50 cubic yards area expected to be exported off-site. For foundation work. Project includes removing a 30" Douglas Fir Tree located on the northwest comer of the site. New landscaping to be installed on north and east property lines. No land is anticipated to be dedicated to the City. Contractor may have a job shack to mobilize crews on-site. More details can be provided upon the award of the bid to a general contractor. No modifications being requested at this time. No part of this site is within 200' of a river or creek. End of Project Narrative 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net Il'"~ H.G.KlMURA ARCHITECT DEVELOPMENT P CITY OF RENT~N'NG DEC-72005· REC'EIVED Howard G. Kimura, Principal November 28, 2005 RE: Taco Time -Storage Building Addition -Office Addition Projects 3300 Maple Valley Highway Renton, W A 98058 Construction Mitigation Description: Project Name: Taco Time Corporate Office Addition & Alteration 3300 Maple Valley Highway Renton, W A 98058 I. Proposed Construction Dates: Proposed construction to add onto both the corporate office building and detached training office will begin February 2006 and will end approximately July 2006. Or, as early as the permit is issued so that we can complete the proposed developments prior to Dec 1,2006, per the previous development agreement. II. Hours and Days of Operation: Proposed hours and days of operation will be Monday through Friday, from 7:30 am to 6:00 pm. During early spring months, work may go on until approximately 7 :00 pm, when daylight permits and the need arises. III. Proposed Hauling / Transportation Routes: Proposed hauling routes for building materials and transportation routes will likely corne from the 1-405 corridor and be delivered on Maple Valley Highway and enter off of Monroe Street. 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net ) Construction Mitigation Description November 28,2005 Page 2 IV. Measures to be Implemented to minimize dust, traffic & transportation impacts, etosion, mud, noise and other noxious characteristics Dust: Measures to control dust may not be necessary during the winter & spring months. If the need arises, dirt can be sprayed down to keep damp during working hours to minimize dust. Traffic & Transportation impacts: Assuming majority of traffic for construction workers and material deliveries will come from 1-405 to East bound Maple Valley Highway, this major traffic arterial should be able to handle the increase in traffic due to the construction activities for the four to five months construction will last. In addition, the intersection of Maple Valley Highway & Monroe is signalized, allowing traffic to enter and exit the site in a safe manner. Therefore, no mitigation will be proposed for this area of concern. Erosion & Mud: Standard erosion control measures and Best Management Practices will be taken during the construction of the two additions. This includes temporary erosion control fences if required by the City of Renton and silt screens installed in all affected catch basins down stream of the two additions. The existing paved parking lot will be the primary access to both buildings and should minimize dirt from entering the right-of-way. This will be monitored and if dirt does enter the right of way, it will be cleaned regularly as required by the City of Renton. Noise & other Noxious Characteristics: Standard construction noises are expected but will be contained to the hours as listed above. No other noise mitigation is planned. Special hours proposed for construction or hauling: No Special hours are proposed for construction or hauling Preliminary Traffic Control Plan Traffic control plan will be not be required since majority of work will be contained to the subject site. The water line is accessed directly outside of the property line along Monroe Avenue SE and should not pose a significant problem. End of Construction Mitigation Description 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net ttoEVELOPMENT CITY OF RE~~%N'NG IJi g H.G.:KJMURA • ARCHITECT DEC ~ 7200S REceIVED Howard G. Kimura, Principal November 28, 2005 RE: Taco Time -Storage Building Addition -Office Addition Projects 3300 Maple Valley Highway Renton, W A 98058 Landscape Analysis: 'Project Name: Taco Time Corporate Office Addition & Alteration 3300 Maple Valley Highway Renton, WA 98058 Total Site Area: 58,950 sf Project Size: Bldg # Building Ex. F.P.* NewF.P.* 1 Office 4,016 sf 656 sf 2 Office/Stor 1,920 sf 1,751 sf [otals: 5,936 sf 2,407 sf • -See Sheet A I for breakdown of building areas. • F.P. = Building Footprint Existing Impervious Surface: 39,466 sf Proposed Impervious Surface: 38,981 sf Total Square Footage of Buildings by Floor: Bldg # Building 1 Ex. 1st FIr Ex. 2nd FIr 2 Totals: Ex. Office Storage Add. Storage Mezz. Ex. Area 4,016 sf 3,852 sf 1,920 sf ° sf ° sf 9,788 sf New Addition 656 sf 656 sf ° 1,751 sf 432 sf 3,495 sf Total F.P.* Gross Area (All Floors) 4,672 sf 3,671 sf 8,343 sf 13,283 sij Total: 4,672 sf 4,508sf 1,920 sf 1,751 sf 432 sf 13,283 sf 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net ) . " Landscape Analysis November 28,2005 Page 2 Percentage of lot covered by buildings: 13,283 sf /58,950 sf= .225 or 22.5% Number of Parking stalls required by Code: Parking required for Offices: 3 stalls/ 1000 sf, minimum, 4.5 stalls /1000 sf, maximum Parking required for Storage: 1 stall / 1500 sf II,Ido sf = 11.1 x 3 = 33 stalls, minimum 11,100 sf = 11.1 x 4.5 = 50 stalls, maximum 2,183 sf 11500 sf= 2 stalls for storage Therefore, there are 35 stalls required at minimum, 52 stalls maximum. The site contains 57 parking stalls, therefore, parking should not pose a problem. Number and dimensions of standard, compact and ADA accessible spaces provided: 8 compacts 9' -0" x 17'-0 4 compacts 7' -10" x 19' -0" 3 Van Accessible Handicap stalls 8'-0 x 19'-0 with 2' wheel overhang, 8'::19" aisle 42 Standard 9'-0" xI9'-0" parking stalls 57 Total existing parking stalls to remain. Square footage of parking lot landscaping (perimeter & interior) Total Site Area -Total Impervious Area = Total Landscape Area . 58,950 sf -38,981 sf= 19,969 sf 6fParking lot Landscaping. End of Landscape Analysis 18012 W. Lake Desire Dr. SE. Renton, WA 98058.425.766.5000. Fax: 425.271.2383. email: hgkimura@comcast.net i==: PACIFIC E~GINEERING o ESI:N ! LLC i·····=: CIVIL ENGINEERING AND PLANNING CONSULTANTS November 28, 2005 Howard Kimura 18012 W Lake Desire Dr. SE Renton, W A 98058 RE: Taco Time Addition -Drainage Design Narrative Dear Howard: DEVELOPMENT PLANNING CITY OF RENTON DEC -7 2005 RECEIVED Project No.: 05106 L It is my understanding that as part of the process to obtain yOl.D" building permit for these additions, you will be subject to site plan review. This review nonnally requires a Technical Information Report (TIR) prepared following the Targeted Drainage Review submittal guidelines, but since there are no detention, water quality or mainline storm drainage extensions associated with this project, we submit this drainage design narrative in place of a TIR The site is currently home to the Taco Time Corporate Office and consists of one 7,780 square foot, 2-story office building, one 1,920 square foot training center, two 840 square foot tcmporary storage buildings and a 61-stall parking lot. The applicant proposes to replace thc two 840 square foot temporary storage buildings with one 1,680 square foot storage building and replace 930 square feet of parking lot (4 stalls) and sidewalk with a new 660 square foot addition to the existing office building. As there is a net decrease in both impervious and Pollution Generating Impervious Surface (PGIS), detention I water quality is not required and none is proposed. There are no changes to the general parking lot, albeit the removal of 4 stalls, so no mainline storm extension is required and none is proposed. Downspouts will be connected into the tightline I mainline systems already present at the site. If you have any questions, please call me at 425-251-8811. Sincerely, GINEERING DESIGN, LLC. GREG A. DIENER P.E. I WVVW. paceng. com I 4180 LIND AVE SW. RENTON. WASHINGTON 88055 FAX 425 251-8880 PHONE 425 251-8811 1 , DEvaOPMENT . CITY OF RE!'kANNlNG . ' .. JON DEC >-72005 RECEIVED REPORT GEOTECHNICAL. ENGlNEDING SERVIC1~S PROPOSED TACO TIM! OFFICE FACILITY RER'ION. WASHINGtON roR TACO Tam , ... " , 1 1 1 1 1 1 ·1 ~A'La OF CON~ •• ~S • \.7nODUC nON StU COh1HtIONS r.lan~'G CotmitlONS SUBSURFACt CONV:rlONS CONCLl'SIOMS AND IltCOf'tmn)A1'lONS GtN'EMl. SIn: PlU'J'.uATlON .... ~ FILL rLAcmtNT St:"uc:tuul FiU tOOlJ'W'l1ArlON sUrlo~:r FWO!': SLAS SLTPOR • P"Wi-~or Of-SIGN ;;S;; OF TIt IS REPon :-:ONlTOR .. 't. ... L Ir\STALt.ATIOS List of Figures APPENDU A DRILLrNG ~\~ SOIL SAMPLING PROG~~ List. of APP'!Q4L1[ Ficures ~GrL CLASS!FICATION SYS~EM KF.Y 10 BO"!~'G LOG Si"MBOLS ::~~:s OF "'O~:TOR .. "ELLS i 1- J 3 1 Ii I. p~,~--.~~~ A-I 1\-1 r..;~r_fu!_<?~ A-I A-Z A-) thru 1\-7 , , • 1 1 I 1 , I , I 1 1 1 1 1 1 1 1'~co tiM PH 1 "'-ple Valley Hi'hway Renton. Wa.hin,to~ 9805S A.ttention· ~:". Jaek toy~ January 21. 19a~ .~ are ~llZ'u~d to sub:ltit ttu'ee copiu of ou.:' "l\c:!pot't. Geotechnical En;;in,.~rinr. S"r ... i","s. P:'opo!p.d laco Tilllll! O((ic(' r"ciltty. Renton, !,.i3shington." ThP seop"! of our ServiCI!5 is described in our Conti rmin,; Agrce~~nt dAted J~nu~ry Ii, 198~. .. ~ ,,?prechte the opportunity to nrve YO\l on this project. i'leue c. on t ac t us if :'(ou have' ",ny questions regarding t.his report er ot.her ~5pec~. of th~ pro~@ct. nitA:G.1l:wd cc: The Casey Group Ar~hitects 10116 36th Ave. S.W. Tacoma, itA 98499 Attn: ~r. Paul Casey File No. !~26-0!-J 'iout'!t very truly, ~i;:~~ Gary it. Henderson Principal 1 1 1 1 1 -e alPCM1'·. PJtOI'OSID'tAa) TJJIB OPPlCl PACiLITf IM.ca. vasmJIGTIII IlI'DODOC'flOR Th is r-... pOrt pruents the resu\ til of our ,.eotechnic~ 1 f!ngineerinjl; s~rvices for the proposed Taco Ti»e ofticp. facility to he lOCAted in the MAplewood are3 of Renton. Washington. The property is bordered to till! soulh by Maple VAlley HighWAY (SR 169) and to tho:! west -by Mon.ro~ Avenue 50uthc~st ltnd 1$ ~hOh-n on Ftgu'(f.-1. Developed tt'sidenlial propettiu border th~ sitt' to the north a~d ea~t. ~he sit ... is currently v:tc~nt. l'roposed 5ite deve10plllent .... ill include n t.we-story timber frarn~d oruct:! bulldin&. a one-story timber frlllll~d storage building. And tin flsphalt paved drive a.'1d parking areas. The maxiCIIWII design column lOlld used for our analyses is 50 kips. Ole understAnd no aip\ificant grade changes are planned. Subsurface soil in the Maplewood area hu experienced hydrocarbon contamination due to a leak. in 1986 frOlll Olympic ripe Line COIIIpany's (OPLe) line. During the invest.i,ation and remediation of t.his pToblem. GeoEr~ineers. Inc •• as engineer for OPLC, developed substantial subsurface inforcation in the area of Taco Ti~e's proposed development. The purpose of our services is to pro~ide conclusions and recommenda- t ions for th€' proposed site development by evaluating subsurface geo- technical c.onditions usin& available da.ta. Our specific scope of services :'5 as 10110:':5: ", Desc~ibe the subsurface conditions based on the available info~atio~ in our Iiles from the previous work performed on the sitP-o Develop si tc preparation and c<lrthwork recommendations for support of the structures and pav~rnent area~. and evaluate the effe-~ts of '..-eather and/or: construction traffic on sit¥ soils, .. ~"-. , i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l. I •• Provid@ foundation deal", tecOi!llae!'.d;.t1ons inelucUnt, allowabl« soil bearinc pt'."\lrcr and •• tUeaaent eniftlau. baud an th~ -availablt ~nro~tion. Provide reeOlll\endations for .ub&rQde prep<'rat io~. lor-a shb-on- I:rad~ floor. ~. rrovid. i:aitaeu and remediai actions Wi.~h rupect tt) edati", 6. . I. aub8urface recovery *ftd treat-.nt coeponent$. Provide recOlllDtndattona for drain.,. '!ystdUI in Baht of the ground water condition. expected. Develop rec::o_~nd. t. i on. for ~avl'!nllmt 5\1bgudf! $UPp0rr. lind provide de3itn pavement aeetions Cot the ar~~s t.o b@ pRved. SITE CONDITIONS &lISTING C~ITtONS The site is an und~velop~d. grass-co'!o"ered, irrf!f)ul;\rl.y shltpcd pl'lt't.:'!l encompassing approxi::uttely 1.0 acre.. 'the "r~a is :-ebt.i.vel·f f1.;\t ;\nd slopes southward tow~rd the Cedar River. During investi~ation of the hydrocarbon spill, _, number of monitor ... ells we:-·! im>-t.alled. both on and adjacent to thf' site. All On-!lil'l monitor wells hilve now bct!n l~gl\lly abandoned by rrmoving :.hc c;.sings ilnd filling the wells with bentonite. A subsurf~ce hydrocnrbon v~por recovery syst.em and an abandoned gi\S line are the only remants of OPLC's rellledia- tion act.ivities t.hilt remain on site. The subsurface va~or recovery system consists of piping in a gravel filled trench. 'the gravel extends from ~bout 3 to 4 feet bel~_ the ground surface to a depth of 10 to 1~ feet. The top 3 to 4 feet of t.he trench was backfilled with uncO!:Ipacted nat.ive silt.y soils with a visqueen barrier between these coils and the gravel. rne approximilte location of the vapor recovery t.rench is sho.n in Fib~re 2. No as-built.s were prepareo during construction so t.hat this location is not accurately documented. 2 SViSURl'ACE C(IIDlT.Ulas Our understanding of the sub'"rbee soil. contUion& ;'''1 b .... d on m'''01 tor \o;1! ll5 ~ti lled previoualy on tho! property (Figure Z.). Rehv.nt G ;t!aturt's of that. field ex~l()ration pro,uJI. together with tht! bor1n~ lo4S, ~~~ pT~s~nted in Appendix A. The upper so.11 on t.h@ ... ster~ aide of t.he Ilite (Monitor 'i::$~U. 5, n, And 31) is lIl«diUll! niH t.o stiff ant to • depth of tI to \0 feet:. Ii4rnn $;'tnds underli.! the silt. hY.r. The uPp.:-!loil on thf! e,ut4!m side of the sHc (:-.cnHor Ole'11.s 21 and ~6} .is loose to mediUIII dense sUty sand. to l' d.~p~; ... of a.pp:-oxi.~~t~1y " feet. overlyi~ dense un.-\ ;lnci lH lty slInd. No l,,~ot";\tcry teSt!! loI~rt' pln-forl!!'!d on thf! site ,,')il5 to det~rmi.ne tn'llr I'";'l:",(,<.'::":'n;, prop~;"ti(!.$ sinc~ t.hO!! previous site worlt focustW on hydrocarbon i"'.'"st.il:;\t.lon an'; n::Q~diilt.ion. !hcr~fore ent:i.n'2~rinl:; ilropet'~.i~s of "1c ~lt": !;oil$ .ere i\s5\:.Qcd based on the 50il df'scription:s.. blo .... counts, and cx?crience ~ith s!oil~r soils. (;round .... att'!r · ..... s cncountf!rcd ilt a dj!pth of approximlttely • j fr.~t bdo'.' the groundsurf:tce in thos~ wells drilled i.n t986 (~.onitor W('lls 'i, S, :.:. :mf. 26). ~onito:-Olell }j. drillf!l:i in November, 1988 did not encounter tround .... ~ter to its tota.! depth of ZS.~ feet. althoughsubsur- f~c~ soil .... as -et below 10 feet. Gt:NERAl. ;,oc conclude t.hat the propo!ll::d structures c;\n be support.t'!d on shaUow- sp:-ead footinbs provided that the site prep<'ration work includes: (1: lioit~d ove~excavation of soil within the building founcation areas; and (:::1 backfill of t.hese excavations with suuctural fill. It granuhr ,ub:;a3c Clay be necessary to support the asphalt parkin,;; and ddveways. Th,>s!' requiren:ents are discussed in detail below. "the site soils possess (I r~htivel.,. hi"h fines content and are consequently water-sensitiv.... It · ... i:: :,e difficult. if not impossible. to properly compact t.hNH'! soils .... hl:!n "!?:. The:-eforf'. the on-site ;;oil will not be suitable for reuse as str:l:~ural fill under wet conditions. TrafHcability at t.he site under ~e: conditions is expected to be difficult and may result in ~~nsiderable 3 1 • ., "I 1 1 1 1- 1 1 I 1 1 I 1 1 I i dht.\U'l>anel!. •• ae:cotdin«ly nCaa.eM t.hat the urt~t'k for th~ ttrojt!ct ~e ;:MPliet~d duri~ the drier s\llllMr IIOfttha in (ltue" te~l.4t onsih !toils n~r.eS$~l"Y .... ~t lto-i~ in 'building llnd ;J~ve~~nt .Ui!"!'t loIill nC!t!'ti to hf!! r~./t!d <"no rephc"d :.ri.th it!lport@d lUIterial. 'Thi~ IoIUl ttubilan.tiAil.., irt~ru!'! hr~d{nt eost!!t. i'rior ~o ~ltt:",,·:\.t.ion. ,,11 grasl "1'1<:1 Vlf!cetllUon !'Ihould b-. r"~vf!!d fro.~ buildir.g And ~.vit'.( <irus. • .. uc~nd thn th~ oH ic! buildin~ Coot tt'lt~ ~nd nora.:~ bui ~din.o: foou.!'Ir;s-but" on tilt hut : rep.t ~nd ta inchi!s of ~,rt;t:~ur"l !i.li. :-,,",s?'!cti"l .. l;'. !he UC;\ ... ·;tt.ionl' for th~ footin~& shou11 o:x~~n'l a~ :~ns~ ~ !Ol)t h,,:."Ol'ld th~ ~dr.1! of th .. !oN.int:. iiI!! t''!com-.nti ,111 lie r.!f:·:::>::'::>"~·; t::'.H. th,~ b-tnc\l-thic:lt b;ISf! t:('Ul"S" ,l!!s('ri.b~d l'IublJ4I'quent ly :.:: buil':::1r. shb~' to' pl~Ct'd OVer l~ in!:',hf'9 of :;tructur"l fil i or thl'! '-<:,t;<p"ct in~: ~.r.e n~t tV~ suhf;r:tde soi 1 s suc.h n:;tt 'l'. percf>nt of th~ m;tximum 'i:~ ... h~n~i I:; ~ s ., .. hip'\f('d as d'!tl.'!nninf'd by the I\Sr~~ !)-, '.,)l t"st ?r'lc,.dur<>. \ :! th .. :'\.1U-"r;-soils ar .. top · ... et to (omilO!ct proper~·;. we rccomc1end that ~ :-::.n~l,;r:; .;: inch",~ of r.he n;.\tivt' soils bf' rr!!71O'.Ted ~nd r~pli1c,.d -.ith Sltuc.lur"l Fill: ;,;(' ro:commend that all fill pL;tced \.Iithill th~ :.;;~ :·hn,~ .~:~·l p,wr:"'<!:1~ .:1r(':\s be .,lac(!d .... nd com'p,'l(:t.e.! as structural fi ~ 1. -::·,r:.:ct.urill !~: ~ should be p111ce<l in individual horizontal 1 i fts l;uch th;n. (~:\ch li!~. ~,; w'1i!or~l:: co:r.pacted to 9') percent. of the maxi:mun dry density .,~ dl"t.crl':'.!:1(';i in acconlanc.c .i th the ASTM C-l)'> i tes~ procedul"O!. All st ~un, ura 1 f:i 11 c:atet'131 sho'.lld be f n?( of orbanies. deb:-i sand As t.he a::'lount I) f f i n ... s {that portion passing ~~;. 2(;;1 s:~':'-:' lnr:,(';!ses ... h"1 soil ber.omes iLc.reas'inhiy sensiti ... e to S::Iall -~",nt:('5 in ~0istur .. !:ontent and adequat.c-CO:l'lp3ct.ion ~eCOihe5 :r.or~ (Hffic'Jlt to .!Icltit!ve. particuh.rly durin,& ~t w4t.thet:. Generttl1y. soils cont<ttninlt l:Iorf! t.han about ~ p~n:..nt finu by "".i.,ht C3MOl b4! ~ropl!!fiy eoftlIH'C';.41d wht'n the!lOisture eontent is lIIIOU than a Ce!ol pt:rc::ent [rca Opti!lNe'l. ~""st of the on-sit'! fioil poueul!\$ Iii fines content .\\l.~iHcantly treat!!r th3t1 S p~re(,!"It such that this IDAter:hl caMot bf! used s\.lt:eushlUy for structural fill eltc~pt durint p..riod~ of eltvnded dry weather. ano;! pro-.,idetl the -in-si t\l lllOislute C.;)ftttlnt is near opt.:i.C\UI\. tf the soi b an wp.t 0' opticu.~. it will be necessil!"y to "'~r-:.te the soil prior to usint (or Conv'!t'selj·. i! this soil is stockpilPo+j suc;.h that .!Ii;.ntficant :lir dryir.;: occurs. it ~:o.y bc n"';~~!'H'rl to llIOisturp,-eonri!",10'" thl' s011 by ;\+Hnr. ... H~r ~_o .v;:hievl! til!: ra't.'e~!l.Hy r.O:llp;1cUon. t f th" on hlte soils ~:\r.not hI'! usc-d ~5 Mructurill fill. ".It' rflCOIMII!'!nu i:l\portin~ JI FOIlNDATlON SUl'I'ORT .. "~ rec:o::::::cnd that the o(fice o\lildtng !ootin~5 l)fl found~d on ~t '~I\st .~ f~et of st:'uct:lul h!l ,md th~ stor~&e building [ootines be ~ounded on at i.e;\st ~2 inches of structurit. fill. This ti 11 should extend ; foot horizo:\ti\lly bl'j'ond each side of the footin1.. Footinr,n for t.hl': office ;tnd $~ora&e ~)\li l,lin&s should :'0 foundl'ci at le.1st L8 inches below th~ lO'ol',,-st "dj.:.cent hnishedt:rade. lncii.viciu:ll colu.':U\ footing: should ~."lV<:! :l :ni:'".i:::t:.':l .iJth of ) feet. Con·,inuous strip footings should be at ~e;l.5 t 16 h:r.h{'s wide. In order to provide more uniform support. and reduc~ diffcrcnu:.l settler::en!s. we rec.OQmend th<\t exterior foundations consist of continuous \,;a11 footings rather t.han isolated pad footings. The footin~~ should be dpsir,nec for an nl10wable soil bearing pressure of 1500 pmmds per 5qU.lr~ foot for dead ?,lus long--term lo:tds. This value may be increasCld by one third ';;hen considering earthquake or wind loads. Lateral ioads can be resisted by friction (.on t.he base and passive r<_~sistan(;c 0:1 the 5i-:l{,s of the footings. frictional resistance can be determined USl!1g 0.45 for the co(:fflcient of basp. friction. Passivl'! r('~istance C:l:1 be dett'roined using an equivalenr fluid density of Z50 pounds p{'r cubiC: foot (pt:f). assuming tbat the soils around the footingll s 1 for :\ distMC~ of t"'ic:~ the footing depth c.onsiSt of attuctuul fill coep.,ctqd to ~> iH!rCent. oflltad:ll\llll. dry tiensity. This valU& ah0\11d be a~plied froe on~ !~"Ot below the ground suli'facl! in .-rea!! wh.ich are not p;wcd. tn pa..-ed art'A~ or bene"th floor s lADS. pltssive reaiatltnee CAn b!! c"lculated from the bottco of the tilab. 'the above valu .. incor-i!orate OJ hctor of ufety of _bout' 1.~. 'We enilftat.e thAt postconstNction .~ttlt!lIIenta of interior column Itnd peri~l!It,er w"l1 footings will be on the ord~r or liZ t.o ! ~nch. :.I@ r@!COtTaeM that tnt! !ltru{'.ture be dutgr.l!d to toluAtf.! Ilt lust tlZ inc;:,h 1)£ differ~nti.al $ettle~ent between adjactl:nr. l:01u.,-.n footings duf. to the vari.:!.hl"! subsurface ~onditior.s" Diffetenthl s'!ttl~rr.ents up to 1/2 inch in 2'-f~et :1;1y be IUtperienceo "long conti.nuous wall footings. Approxi- '-::;'~"::.' <,0 Fl"rcen! (\f thO' 5,.ttlement should! occur \tp~n lOl'din& .~nd '.h~ rr''!\;'\i.ninr. s€'ttl~Qf:nt wit",in about )0 days of lo~d "pplic3ti~n. Oisturbe<l soi~ not r~oveQ froQ the fOClint. exc3vations p~ior to pouring concrete :;'!;tj" resul ~ in incre<'sed $ettlement. It may b!! necessary to ,erform further overcxc.w;\t.ion if tht> badtfilled nat i ve soi is in the hy;irocarbon r~covery tr~nch ;\rc·soft.· If on sit~ silty seils are usea for st.ructural (ill, this ~alcrial will be suscept.ible to disturbance when wet. It may 1 be ncct'ssary to pout" a lean concrete "mud mat" or plac£ B. layer of rock on ttlt' ~otto:n. of the foot!ngs to protect t.he. footing subgrade from ;oater ;mdlor ... ·ct "oleath~r d\!I'int reinforcement hal' pl;!cement. We recolllllumd that tl\(' ccndi t ion o[ all footing exc::avatiolls be observed by n representative f.ro::: o~r fir;:) prior to and during placf!:ri.ent of structural fill to confirm t:--tat the conditions .H·e c::onsistel'r.; wit,h our recolI'.mendations contained ~it~in this report. FLOOR SLAB SUPPORT .... " rc!:c:-:-.-r.cnd a 6-inch-thick. base course of densely compacted crushed ~od: or s"nd ~!ld bra ... e1 ..,it.h less tha.n :; percent passing t.he No. ZOO sieve a~ ,"\ C.1tlillary break and working sur:;lce. As described previously, we l"er.o-:-.:::<'nd. tha.::. this b;lse course be ~laced over 12 inches of st.uctural fi 1: or t~P. nat.ive subgrade soils ccmpacted to 95 prrcent based on 6 1 1 1 1 1 1 1 I 1 .) I J I . (;l'(.En~iOC'l'r.l AS'TM D-15!l7. A vapor barrier is rec~ded beneat.h the slabs. We ostimate that ?ostccnatt'uction settlements should not exceed about i/2 inch for typical office fl~or loads. PAVJ\'HENT DESIGN Pavemt!nt. subgrade arf!8S should be stripped and examined by one of our staff to evaluate if there are areas where additional excavation is appropriate. If the subgrade is stable. we recommend that utilities and ut.ility ducts be installed in advance of placing any subbase fill. Utility trenches should be backfilled to pavement suhgrade level with structural fill compacted as previously recommended. If the native subgrade soils can be rOlled to a firm and nonyielding condition during dry weather, a subbase layer is not necessary. However, it ~h.:! pavement areas are prepared during w~.t weat·her, a subbase section consistin& of 12 inches or more of sand and gravel with less than 5 percent passing the No. 200 sieve. based on that fraction passing the 3/4-inch sieve, may be necessary to prepare a stahle subgrade for the pavement sect.ion. The b~se course and asphalt concrete (AC) section should consist of 6 inches of crushed rock and 3 inches of AC in roadway and truck traffic areas. Parking areas should have 4 inches of crushed rock and 2 inches of AC. USE OF mrs REPORT We have prepared this report for use oy Taco Time and The Casey Group Architects in design and conttruction of this project. The data and report should be utilized for bidding or estimating purpol;es, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the loads, grades, location, configuration, type, or schedule of construction for the proj ect, the conclusions and recommendations presented may not be ap~licable. If design changes are made, we should be retain~d to review our conclusions and recommendations and to provide a written modification or verification. 7 t r n ." , J , , 1 1 I I I I I I I The conclusions and l"ecOIIII'IIendations i!'l this report sht:mld be 3S1plied in their cnti.nty. Wh4ln the dedgn has been Iin8Hz~d, we recOIMJend that the tiM! desi,;n and sgeciI:ication~ be reviewed by our firm to see th~t our recommendations have been interpreted and implemented ~s intended. The 8COpr. of our service8 docs not include services related to construction safcty precautions and our recommendations lire not intended to direct lh~ contr&'tior's mHhoda, I".echniques.sequences or procedures, except as specificitlly describecl in our report for conside-ration in design. The subsurface conditions are expected to v~ry across the si ttl. A cGntingency for unanticipated conditions should be included ;n th~ bHdget and. ~chedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions cn~ountered are consistent ",ith those indicated by the explorations, to provide recommendat.ions for design changes should the cendi tions revealed ciurin& the work diff~r from those ~nticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limi tations of scope, schedule and budget, our services have been executed in 3ccordance with generally accepted practices in this al:ea at ,the time the report was prepared. No other conditions, express or impli~d,\ should be understood. We apprecia te the opport.uni ty to be of service on this proj ect. Should you have any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, GeOE:aa::;Z* ) Da~~'~:hcom, P.E. «~i.l:.-- Ga;:rw. Hende,son, P.E. PrinCipal DWA:GWH:cs 8 , ..... , ....... ...,. ~.-........... . .~ .. -l:,~~r : . "._.: ...... " o 2000 4000 '. ____ :1 SCALE i ~J FEET N REFERENCE: USGS 7.5' TOPOGRAPHTC QUADRANGLE t~/,P "RErJTON, WASH." -~"" Geo~~Engineers VICINITY MAP FIGURE 1 I I: ~ I '" • c ~ I N • I " V n ~ . .. r ... 0 n .... ~ ~ ::0 ' " " ,. 0 ,,-----.. - • ... 1 1 1 1 1 1 I A P P ! MDt 1 A PIOfflTOl. WLt. lRSTAIJ..ATION DIUUING AND SOIL SAKPLlNG 'IOGRAn Subsurface eonditions in the ~",pl#!·o/t)Otl are~ ~r~ ~.ltplored by dri Hint; i::onitor ;.Il!!l1 bo:-inr,s. ~.onitor ...:~ll.s in the vicinity of T .. <:o ti.m~·3 proPosf!d oHit:~ site are loc;IIt'!d as sho:..n on H;;ure 2. Borings,. S8 •• co, 3;td 16 WH@ drilled bet.'ooI~en October n ;md O~~ober 19, 1()86. oorin; 37 ;Jill! driU"!d in Nove~bcr. lc.aa. th~ hOr:inhs 'ooIf!rp <ldlJ:mc~d to dep':hs rantin!'! bet ... een 2':' an'; ::e feet usin& t:-uc!l:-=,ount~d. liollcr .. -stf!::I auger ,lrilhnf; eql.Oip:te:1'-operHed :,y Soil Sa:,;plir~ ~~r .... i~e. In~. ,"\:'.0 R & R Drillin;; (Dorin~ )~ only}, A geolo~ical enginee:-frot:! our staff ex",~in~d and cl~ssifird the !'oi::; encountered. and prepared a <let.ailed log of <,ach borin£;. Soils ~~,ou~t~red .er~ classified visually in r,eneral accordance with the syst~~ descr'i ~f',l in Figure A-~, i\n (!;)(planation of ~.he borinb 10;:; sy:nbols is presented in FibUrc A-2. Roring logs are prp.sented in Figures A-) through A-7, , RklativeLj' undi.sturbed ;tna (1.isturbed sa..~ples were obtained from each berint'; using a Dames & :'Joore split barrel sa..'llpler rZ.4-inch-ID). The sar.;?1~r WitS driven 18 inches 1::1 OJ 11.0-or 300-potmd 'ooIeight falling a vcrtical distance of approximatp.ly 30 inches. ~he numb~r of blo~s needed to ;tdv .. mc:e the sampler the finill i2 inches or other specified distances is indicat.ed to t.he left of the corresponding s.all'lpll' nor:ations on the borin& logs. Sample~ obtained fro~ the borings werp. carefully reexamined in our soiis laboratory for soil classification purposes. A-I ,. , \ son. CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL OAAVI:l ellA" OAAYll oW ""LI.~"""O ..... ,,"-.~ .... '0 eft"' ... 011;\\11" COAR$( GAAIHEO SOilS GIIt"YEl WITH'IN!S "Cit, no,O" '0'" "'t!,Onoc:o 0 .. SAND '.LEAN SANO ~~. :,,~ ~lt'Vt IIOOtoI , .. " ... to, SAND C' CO".Sf ,."ctlOl'f WITH FINES ".,se' .. ", • '''VI Sit T AND elA Y ~I~c INORGANIC GRAINED :5011.5 L!(wID LIUIT LrS5 '""" II! ORGANIC S!LT AND elA Y "Cit, 't"A .. '0' I~!OAGANIC ... 'SlS NO. :00 'If V! llOUlO L_T so 0'1 ~It( ORGANIC H/OHl Y ORGANIC SOILS ~OOTES: t. n.ld claaslllcatlCln Is baaed on ",sual ~. "mln.,lon of aoll In Oen.,.1 accQ,Cance willi ASTM Ol4SS-83. 2. Soil :1.1.1fIc:.llo" ualng l.bc,.lo,y I.~;. Is blind cn ASTM 02487-l'3. 3. O •• c, • .,lIons Of soli d.nslly 0' consist,,"Cy are baa.d CI'I ""!,,tp'Plllion ot blowcount data. v~';Jal .:r~ •• r.~c. of soils. a"d/O~ !~s, c!a~.). -~, . .., Geo ~~ Engineers OP I'00ll&. "6",,"0 OII"YIL GM II&. n o-"\IIl GC Cl"'I" OII"'Vll SW ..tl~-"""'OID "'1110. 'I", TO CO""" lllltO SIlO "OO-L "..pAOlO '''''0 ~M 1'"1Y"'1IO se CLA1'C" .... 0 ML SILT Cl CLA" Ol OlllO"",C II\.T. O_OAIfiC CI.A., M\i I'Ll,O' InOM "\A"tCI'''. !LAlITIC 11\ T eM CLA" 0' "tOft I'\.A.TIC"". ~AT C"AY OH o.o.",e CUY. OIlOA"'C il\T PT "rAT SOil MOISTURE MODIFIERS: Ory -AII.enc. of ,"o'alut •• du.'y. dry 10 III. toucll MoIst -Oamp. but no ,,'slb' •• al.t w., -Vlslb,. Ire. ",al., or slllu,eled. usuany loil II obtained ItOIll below wal., table SOIL CLASSIFICATION SYSTEM FIGURE A-1 1 1 1 1 1 I 1 1 1 1 1 '" 1 . . ', 1 ,,' 1 -,' -. 1 -, ~.I. ~-:. I -c - LABORATORY TESTS: Al AU.rbe'D limits CP Cornpaetlc)n CS Consolidation OS D'secl .".ear OS G,aln-size. analysis HA Hydrometer analysis I( Permeability M Moisture content MD Moisture .f\d density SP Swelling crenure TX Triaxial compression UC Unconfined compression C" Chem!cal Analysis BLOW-COUNT/SAMPLE DATA: Blows required to drive Dames & Moore sampler 12 inches or other indicated distances using : 140 or 300 c::ound hammer ~ falling 30 inche •. -·P· indicates sampler pushed with weight of hammer or hydraulics of drill rig. NOTES: SOIL ORA PH: 1< ~ MI. -1 ~ -,;"''':'-';-''''\"- -.2!S1 10 ti SOli 0'0"" SymbOl (S .. Note 1) Dis liner COntacl b.twe~n 5011 Strata Gradual Change batwelm Soli Strata Waler Le'Yel Boltom of Boring Location 01 relatively undisturbed sample Location of di~turbed sample Location ot sampling attempt with no re..::overy Location of sample attempt using Standard Penetration Test procedures 40 ~ location of relatively undisturbed sample using 140 pound hammer falling 30 Inches. t. So., cl3ssifieation system is summa~i;::ed in Figure 01.-1 . 2. The reader must refer to the discussion in the report text as well as the ex;:loration logs lor a proper understanding of subsurface condi!ions. -41"" Geo~~Engineers FIGURE A-2 KEY TO BORING LOG SYMBOLS " " c " ,' . . , " n' i' e. WELL SCHEMATIC ~c t Casing Elevation: ·61.98 0 8 .~ Casing. Stickup: -0.17 iiiu ~ Group Symbol .DESCRIPTION 'Surface Elevation: 82.'6' feet O~~~a=.~5TT~E~E~L~.s~umR"'F~A"C~fT. --.......... -,====~s~OmU~L6AYYE~R~ ..... ----.............................. --~ ............... --~ ..... -r- "MONUMENT 11L BROWH SANDY SILT WITH OCCASIONAL GRAVEL (LOOSE, I- W W IL Z 5 10 15 -20 :I: l-n. w a 25 30 35 40 SOIL CUTTING, 2 -lIlCfi UN~.LlH TEO S(;ItI:UlJL£ ,,{I PVC 1'1 PE UENTI)IH TE '. i:;, SEAL COARSE SAND 01\0:1' I LL ~-1!lCti SClllDIILL "II .. '.', I've PI rIC, .:.: -~?': I), III II -I NCli ,'I!oIHJC"1 III I UH'I\Cl (\~ .Ill /1 '.\ I Po b (, . 3<) • s') • • • SM (.;1- GM MOISn lIROWl1 SIllY FINL 10 C()IIR~I ~;MID WITII C;I/AVI:L BROWN F IIlL 10 COAf.! :;t: 1.IVlVl.l Willi 5 I LT. 51\NO IItIO CQUOLES {MEDIUM 0[N5E. WET) (HYlJIWCARBON ODOR I II ~;AI~rLI:) (:;1. I (.Ii I InIJROC"'~I\UI'1 OIHII-! I II 51\:-\PU.) BORING ((l.'1PLETlD t.T "'. S n:;:T or~ IO/lf,/R£, JI\M!'LLK DR IVEN WI Til 1\ .silO-POliNO tl1\I1r~LR Note: Soe Figure 1.-2 lor Explanation 01 Symbols GeoEnglneers Incorpomted LOG OF MONITOR WELL FIGURE A-3 l ',' . ;: :. (i u. WELL SCHEMATIC • • 1-Q Casing Elevallon: 61 .• 58 ~g .~ Casmg Stickup: -O~33 &Dc,) CO aroup Symbol O-r~ __ ------~~~------r-~~~~~ ______________________________ ,- SllEl SURFACE MQNIIMnlT . DESCRIPTION SUfi ace EIe"atlon: 8 t .92 leet 5 10 15 .... w w u. z -20 J: .... e. w a 25 1 i 30-i 1 t 3SJ t .\ 1 40-1 Sell CurrfNG~, 2-INCH UN!;LOTTEO SCliEDULE 110 rvc PIPE 40 :.:: PV' 1'1 PI: ") O.~20-ltl(t\ 0.:. ~·l(l; WIfHIl '-[t:T or wELL & • S1 • 87 • fOR 10" • so • ML MOl Sf) !lAtiDY ';II.T WITII ORGIINIC MATTER. (MEDIUM SlIFF, 1·\111 :' T ) HROWN AND GRAY SILlY rlN~ TO COARSE GRAV[L WITH SIIND /\t'ID (OIHlLf.5 lOUISE, MOI';T) f~ROW~! rlnL 10 C(II\R5L h~J\'JLL \tltH '~IL1. ~.r,NI) "NU r.t)I3I1I.~S (DEIIS[. WET) (~'I.II;Hl ItY[)ROC:.RIl0N O:)\J~ I N '-"""I'll:) ~;\01-Ill/OWN r 1111'. If) CO.\R~,l ~MIIJ WI '" :;11. rAND (.RAVI.!. !~N (i')LNSL ~ W[ r ) l\fiR 11·j(. (OMI'LE TEl) AT 2 'I.', l!-t: T (U, 10 i III g{, ~jotc: Soe Figure A-210r Explanation 01 Symbols GeoEnglneers Incorporated LOG OF MONJTOR WELL FIGURE A-4 t f· L .. WELL SCHEMATIC I _ ~ . :OESCIUPTION . Casing Elevation: 62.7 9 ~ 5i . Gr()1Ip Casing Stickup: -:0.49 m8 11). Symbol O-r ____ r-----______ ~----~~--~----~--------________________________ ~ SOD LAYER Surface ElevaUon:83.28 leel 1- W W LL 5 \0 15 ~ 20 :x: l-e.. w o 25 30 35 j 1\ i!. J.\ LLVt i. It;" i 51 /1',! H(I I Lt", T (11· \-/Lt.L 25 • • • • SH DAnK BROWN SilTY FINE SANO WITH P.OOTS ANO OCCASIONAL C,R.Wll (HEDIUH DENSE. WET) $P-LIGHT BROWN fiNE TO. MEDIUM SAND WITH SIl7 (LOOSE SM TO HEDIUM DENSE, MOI$T) SW r~~n'tf:l r ira TO Mf..llllH·~ ~~/.r·;D ';olllH Cot.Rsr ::;t\~·jD '.flD (,RNILL (lILN,f .• HIli ST) lU!OWrJ r iiH. iO (O:.J.~'.l. ~OI\~tn Wi iii G!-'AV[L (HrtHnM llF.rISt_, W( T) Note: See Figure A-2 lor Explanation 01 Symbols GeoEnglneers Incorporated lOG OF MONITOR WEll FIGURE A-5 ;.If> 11 ~ I f VI:. 1 ~; i 1 n / ! (J / ~ I~ ~'. IliCH ..... (l1f !;IJLI. 1,0 ". "'.11. J' I PI., • lL 1\ 2 a -I NO, .... : (:; WforH I: I"! 77 • • l ~, • ,II WI.LI. (; I • ;.: DESCRIPTION Surface E\evatlon:S3.71 feel SOD LAYER SM BROWN 51LTY FINE SAND AND SANDY SILT (MEDIUM ML DEN~[ AND STIFF, MOIST) (,\01 m~OW~1 rlHE 51\NO Willi SILT (MEDIUM D£N~~. MOIST) DARK :~;'~OftN f n .. r TO COA~~~)l S;,tJD Wj Hi [.t?,.'V[:" (MEDIUM DENSE, HOIST) (~ROW}l fiPJ[ TO (C}ARSf GR~V[L Wllfi S~N~ ~ND r.r.I~l~LPS (DL:·;Sf.J MOI:;I) ~ 1'~(lla)c r OOI)P' I IJ ~.I\MPLI ) . HOI.: ItlG (OI-lf'LE fED 1\' ~' •. S rr u i)~J 1 nil i/o', SAr~I'LlR DP.."JV[t-1 WITII 1\ }!tn-PO~'Ntt "'MN(R Hole: See Figuro A-2 for Explanation of 3ymbols GeoEnglneers Incorporated lOG OF MONITOR WEll. FIGURE A-6 0 5 WELL SCHEM.ATIC Casing Elevation: CaBing Stickup: STEEL SURFACE t10llUMENT P.ENTONITE SEAL i-INCH, SCHEDULE ,,0 PVC WELL CASING SOLID :! -I IKH, SCHEDULE 'Ill I've WE L L .. \ ~;C~I.I:N (). (\,(\- . I >Jell ::'LllT WI OTIt ·.; .. :1 +11 IlllI~' ~;1II1O .illllu:rll.1. '-I 11":;1 01· ~II;LL liT ~I, ITt:1 .; II I-ii J:c E Group 0" _0 til Symbol GI.o II) SM 10 • 15 • ,0 • • • fJ SP (II • CA • (A • (. I • c;p • Note: See Figure lor Explanation 01 Symbols '4iI~ (' ~~I' . Jeo~Jj: :.nglneers Surface Elevation: SOD DROWN SILry FINE SAND WITH 6CCASIONAL GRAVEL AND OR5.11NIC MATTER (MEDIUM DENSE, MOIST) LIGHT BROWN SILT (STIFF, MOIST) P.EI,OISH~[\IH1WN FINE Til !o1EDlUH SAND :VERY WET) UP.OW~I (OARSI' GRf'VEL WlTli COBIlL:::S Arm f, OF SAND (VERY DENSE, WrT) RRQWN FINE TO MLDIUM SAND WI7H A TRACE OF 51LT (DENSE, WET) PETROLEUH ODOR DETECT:::D FROM 18 7~ 21 FEE7 GRAY COARSE GRAVEL WITH ~ TRACE OF SAND (VERY DENSE, WET) G~I\~ES TO GRAY FINE 10 MEDIUM SAND WlTH A TRACE OF SILr (VERY DENSE, WET) nOR INC; COMPLETED AT ~5. 5 FEET O~l 10/&/88 LOG OF MONITOR WELL FIGURE A-7 ;'tluBDIVISION GUARANTEE --. Guarantee No.: SG-1572-10747 Order Number. 205124871 Reference Number: 205124871 Subdivision Guarantee: Sales Tax: ,Effective Date: December 1 t 2005 at 8:00 AM ---Total: OWNERS: ACCORD. INC .• A WASHINGTON CORPORATION LEGAL DESCRIPTION: " DEVELOPMENT , CITY OF RE~~NING DE~'?7 2005, ReceIVED $300.00 $26.40 $326.40 LOT A. CITY OF RENTON LOT UNE ADJUSTMENT NO. LUA-99-167-LLA. RECORDED MAY 22,2000 UNDER KING COUNTY RECORDING NO. 20000522900016, IN KING COUNTY. WASHINGTON. SUBJECT TO: 1. UNRECORDED LEASEHOLDS AND RIGHTS OF TENANTS, IF ANY. 2. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 28, 1~3 RECORDING NO.: 3332114 'IN FAVOR OF: DEFENSE PLANT ,CORPORATION FOR: 200 FOOT WIDE TRANSMISSION UNE RIGHT OF WAY , AFFECTS: EASTERLY ,PORTION OF THE PREMISES SAID EASEMENT RIGHTS WERE ASSIGNED TO THE CITY OF SEATTLE BY INSTRUMENT RECORDED MARCH 16, 1,947 UNDER RECORDING NO. 3664560. 3. RESTRICTIONS. GONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 39 OF PLATS AT PAGE(S) 39 IN KING COUNTY, WASHINGTON. 4. COVENANTS, CONDITIONS. RESTRICTIONS ANDIOR EASEMENTS THEREIN: REGaRDED: ' JANUARY 7, 1944 ' RECORDING NUMBER(S): 3358872 --. --_. . ~-:~ NOTE: RESTRICTIONS INDICATING A PREFERENCE, UMITATION OR DISCRIMINATION BASED ON RACE, COLOR, REUGION, SEX, HANDICAP. FAMILY STATUS, OR NATIONAL ORIGIN HAVE BEEN DElETED. Guarantee No:, SG-1&72-10747 'stewart' ,~titIe g~ company, , ' "_USDMSION GUARANTEE "-. 5. EASEMENT. INClUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JUNE 3. 1964 RECORDING NO.: 5743789 IN FAVOR OF: OLYMPIC PIPE LINE COMPANY. A DELAWARE CORPORATION FOR: PIPE LINE OR LINES AFFECTS: WITHIN THE-TRANSMISSION LINE RIGHT OF WAY 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RE~ED: ~Y10.1973 RECORDING NO.: 7305100469 IN FAVOR OF: OLYMPIC PIPE UNE COMPANY, A DElAWARE CORPORATION FOR: PIPE LINE OR LINES AFFECTS: WITHIN THE TRANSMISSION LINE RIGHT OF WAY 7. TERMS CONDITIONS AND PROVISIONS CONTAINED IN STIPULATED JUDGMENT AND DECREE OF APPROPRIATION FILED IN KING COUNTY SUPERIOR COURT CAUSE NO. 757887, IN THE MATTER OF THE WIDENING OF STATE ROAD NO.5 (RENTON-MAPLE VALLEY HIGHWAY. S.R. 169). 8. TERMS AND CONOmONS OF LIQUID PETROLEUM PRODUCTS PIPE LINE PERMIT AGREEMENT RECORDED: FEBRUARY 14, 1975 RECORDING NO.: 7502140808 9. NOTICE OF TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: -JOHN W DOBSON AND: RECORDED: ACCORD. INC .• A WASHINGTON CORPORATION SEPTEMBER 29, 1989 RECORDING NUMBER: 8909~90513 10. COVENANTS. CONDITIONS, RESTRICTIONS ANDIOR EASEMENTS THEREIN: RECORDED: OCTOBER 26. 1989 ' RECORDING NUMBER(S): 8910260229 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JANUARY 8, 1990 ",' -,---:' RECORDING NO.: 9001080861 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION ANDIOR DISTRIBUTION SYSTEM AFFECTS: SOUTHERLY PORTION OF THE PREMISES Guarantee No: 86-1612-10747 rstewarf L-:1ftIe guaranty company '~BDMSIONGUARANTEE :'. 12. NonCE OF PERMISSIVE USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: ~ JOHN BECKLUND JOHN W DOBSON' MAY4,1990 9005041296 13. NOTICE OF DEVElOPMENT AGREEMENT AND THE TERMS AND CONDmONS THEREOF: BETWEEN: THE CITY OF RENTON AND: MATlliEW TONKIN, PRESIDENT OF ACCORD, INC., AlSO KNOWN AS TACO TIME RECORDED: JANUARY 12, 2000 RECORDING NUMBER: 20000112000255 14. TERMS, COVENANTS, CONDmONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMeNT (BOUNDARY LINE REVISION): RECORDED: MAY 22. 2000 RECORDING NO.: 20000522900016 NOTE A: A'RECORD OF SURVEY RECORDED MARCH 13, 1997 UNDER RECORDING NO. 9703139004. NOTE B: GENERAL TAXES FOR THE YEAR 2005 WHICH HAVE BeeN PAID. AMOUNT: $13,069.52 lEVY CODe: 2100 TAX ACCOUNT NO.: 512690-0211-04 AsseSSED VALUATION: lAND: $589,500.00 IMPROVEMENTS: $511,300.00 HOlE: KING cqUNlY TREASURER, 500 4TH AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTlE,WA 98104 (206) 296-7300 . WEB ADDRESS: http://webapp.metrokc.govIKCTaxinfo/. Guarantee No; SG-157Z-10747 "stewarf L......::tiUe guaranty company -.BDMSION GUARANTEE i-. The Company's liability for this report is limited to the compensation received. lbis report Is based on the Company-s property records, and no Iiabifily is assumed for items misindexed or not indeXed in the public records. or for matters.whlch would be disclosed by an inquiry of parties in possession or by an accurate suNey or inspection of the premises .. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown. or an opinion as to the marketabHity of tiUe to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House. of the date and time referenced above. :ps Guarantee No: SG-1572 .... 0747 stewarf [3tit1e ~ company ORDER NO:. 205124871 o N , 11rls skeIch is prcMded without charge for information, It is mt intended to show an matters related to the property includiDg, but not Iinmed to area, dimeusions, eneroadunents or locations ofbouodaries. It's not a part o( nor does it modify, the cormnitnJent or poliqr. to which it is attached. The company assumaJ NO UABILITY for any matter related to this sketch. Refmmce should be made to an accurate survey for tbrther iDformation. ·stewart· . L-:title guaranty company Subdivision GU4lrantee The County of DIIG \1rithfn which said subdivision is ~ In a sum not exceeding $1 000.00 No. 205124871 Fee. $300.00 ...,. ' ••• It .... •• . I). and any City That. acconIng to those pubflC records which. under the recording taws. impart c:onstn.I&tIve notice of matters affecIfng the tide to the land included within 1118 exterior boundary shown on the map of the aboVB referenced sutxiivision; the only parties having any record tide interest in said land whose signatures are necessary, under the requirements of the SUbdivision Map Ad. on the ceftificates consenting to the recordaIIon of said map 8nd offering for dedication any streets. roads, avenues and other ease- merdS offerad for dedIcaIion by said map are: The map hereinbefora .efened to is a subdivision of: AS uUItbJ ATl"Acam. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. -. . -. . , :=aSG-1572 10741 SUBDIVISION GUARANTEE Q.TA No. '4 (RIW. ~1o.15) • • TY OF RENTON 1055 S. Grady Way Renton, WA 98055 oevaOPMENT PlANNING ------------------------CITY OF RENTON Printed: 12-07-2005 Payment Made: Land Use Actions RECEIPT Permit#: LUA05-154 12/07/200512:45 PM DEC. - 7 2005· . , RECEIVED Receipt Number: R0506581 Total Payment: 1,000.00 Payee: TACO TIME, ACCORD, INC. Current Payment Made to the Following Items: Trans Account Code Description Amount 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 Payments made for this receipt Trans Method Description Amount Payment Check 097383 1,000.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 I _ TO 5O\JTH a.evA110N FOR SIMULAR MATI!RIALS. U •. 4$ MAX. I~~~ III i! II IIIIIIITI rrI r 1111111111111111111111111111 ! 111 / eXIST. OFFice e!JII.DIN6 11=1 ==;r====ill [~ 11=1 =;r====911 11=1 =;r====911 nl= ~II 1I=====rP===I1 11=1 ==;;====lll 11=1 ==;;====lll 11=1 ==;;====lll I ~ i i I I ! I I I i i I I I ! ! i I ! I I I I 11=1 =;;=~ ==911 // ( 11==;1 ;===lll [ 111=1 =;r====911 IF I =;r====911 11==1 ~II 11==..====11 11=1 =;;===lll 11=1 =;;===lll 11=1 =;;===lll I ~ f I ( 4 / :24 6,1, Me1'AL GOPINIS .___----------STANDINIS 5I!AM "'I!TAL ~ OVl!!< 50L6 61.D6 PAF~ OV~ II~" PL 'I'~O!) MA exiST. "'---eXTeNDeD ALUM. 6IJTTElI. ~ 5' X <I" 1:IOI'IN5POll1'$ '------Ie 6,1, MeTAL "'ANI!1.5 ~-5OI.D1!R GOIJR5I! 611\ICI< TO ~-MATCH eXI5TINIS 11111111111111111 1111111111 II 11111111 L111111 1111111111 ').] 111111111111').] III _____ -'!.-J _ _____ SiTe ~IF'I' I ALI6N 6R1c!< Jill==; r==ul --.- 11=1 =rr=====lll 11=1 =;r====911 /111----------1 , ===------NOTI!, J..OCATI! eXTeRIOR DOOR TO CLeAR ~'I' ~INSCOT 6'!' 4' MIN. 51!! FI.OCR P!.AN DI\oII!N5IONS SOUTH eLeVATION -OrrlCe BUILDING 1/4" = 1'-0· 9 III - ~ -' I ~;~. THIS .L!Y. ~ND FI-OCR - -- ~ IIF /=;;=/ ==III 11=1 =;;=~ ==III I ~ 5/4 X 6 112 TRIM ----- R11"F!C> TO FIT. FINAl. DIMeNSION TO MATCH' 114' TRIM ON ADJACeNT SiDe !t=L 14' ~. ' .. r.------veNeER 6A5I! ~ !XIST. \ \ ANOC>IZ!C> ~-FAAMe ~ '---__________ 5/4" INSUL 6LAS5 TYP. TO MATCH eXIST. ~4 6,1, MTL FLAeHlNIS I ~ II ~ I DD I 111== =;;=~ ==III i=====j 11=1 =;;=~ ==III 11=1 =;;=~==I11 I I DD m~ TO 5O\JTH EL!YATION "OR SIMULAR MATI!RIALS. 1ST FLOCR 11I11111111111111111111111111111 'ITnrmmrmmmmmmmmmnnm 111111111111111111111111111111111111 i 11111111111 11' -? -05 c:: IR~AIT FOR JAE IT Ktvl .1 c:: Taco Time Corporate Office NORTH eLeVATION -OrrlCe BUILDING eAST eLeVATION -OrrlCe BUILDING Office Building & Storage Room Addition 3300 Maple Valley Highway Renton, WA 98058 1/4" = 1'-0· 1/4" = 1'-0" t5ii103, REGISTEREO DATE, "'ff="?'1-rl<; :z ARCHITECT HG KIMURA ARCHITECT Q , ~-~~---t-~ 1,.-'"7.. II! G ARCHITECTURE Be FACIUTY PLANNING II JOB NO.04--2001 D ./:/1 G. KIMURA TEL 42S.7ee.SOOO FAX 4a8.271.2383 ~ ( __ "--1:1 ';1: ST ... lE Of WASHINGTON E-MAIL.: HIIK1MURA.@COMCAST.NETW L-______________________________________________________________________________________________________________________________________________________________________________________________________________________________ 1t __ -I __ ),#J __ • _____ , ____ L-__ '8_0'_2_W_.U_Q __ DE_m_ •• _D_R._S_E ____ ~ ___ N_.W_A_9_80_~ ____ ~ ___ ~ __ .s ____ ..J~ ._----_._---_.--_.----------------------------- !i.l . 12 ~~ I bl I I / I I I I I I : I I ! I / 2 ~ I I e~IM I!OAnle TO ~fA,~ eXISt. I AAIN1N5"6lJ11J:11 . / I > / / NeVi ~DITION ~ I I eXIST. 6UILDING I I I I I I I I BUILT"'" c~lcm ViITH MeTAL MOl' TO MATCH EXIST. ,-----ee~ ~r "LAN I I I . )/ I I fx\ I '1/ \!:!Y I VLJY V , ........... 1 I I I I I I I I I '----- I I : I I ::::,. '" + i"--'--------------------~IN6 TO MATCH EXIST. I ~ I'" EXIST. CO_ ViOOD mlM / / 1~=====t=1 ~--_j_tt__'_c_-·H+_TO ~IN HO .. LOtlI"f.m.. II-.J. " , e&'f!.ViITH I~====+' ~ ~ ~'.,,:!--I'T. I~====::;:..:.~ IN. AT DOO~ II-I ,,-PAAME _ ± . / '~I I ',,-/" D SOUi~ SI-EVAilON -SiORAa-S eUII-~I~~I~~ 1/4' = 1'-0' EXIST. BUIL"'N6 lEVi APPITION /' / I / ~'-----------------------------------------------------------------------------------------------------------.-------------T/~------.-V H',============================================================~~~~~~/~==~~~========~-~~+------------------------------------------------------------------------------------------------------'~~~UNe~'~ /' ~ H:------------------------------------------------------------------------------------------------------f'IFINI'*-rc-MA'l"CH-Me1'AL~,,_. / /' I -.-. . ,a" , • ~-;--. I I I I I I I I I I I NORT~ EI-EVATION -EXISi. O~~ICE eUll-OING 1/4' = 1'-0' 4' MeTAL COl'IN6 TO MATCH ~Vi STANDIN6 SeAM MeTAL ~~I'ANt:'-CO~ t--t---------------------::;:J;;=:j==========~============:::::f=i1' ~JJST ~ muss TO ALI6N 12 ./"/ I ViITH fQWt ViAL .. LINt:. INSTAL'_ """-!iT ~ muss TO ALI6N ViITllI'ij!A~ ViAL .... INt:. INSTAL'_ TViO LA'I1!~ SW 61i'1S ON eACH SIDE OF STU[) ViAL'" o TViO LA~ SW 5ViE ON 6 r-~ : '""' _____ eACH SIDE OF STUD ViAL'-, -I ~ 1--_____________________________________ 1-: -il eee DeTAIL X/AX cr....-:::?1::::::?(=~= I=::::::::::::t=======================~nff__-------RJ .... Hr. CMU ViAL'-AT :: SI"I: I:u:YATION ViAL .. $!:I! BUILt)IN6 5I!CTIIONS. I t=====;;:~S=====§§:;;:::;:;:§=::::======s~~====t' ~~-------INSTAL'-NeVi ViOOD-FAAMe" r----. .~ ----: "·"""T telN6 2)(6 STU[)S AT f X \ -;::::?' -----------------------;-;-1---'---"'-/' l' 2:r-;;;ViITll3/4"T45" .. YViOOP \, AX} ~_ ~_------------~ --__ ---;:~ ~M '~ALT~A~Vi;)!~I~_"~ '-'" .. ----2.9 ---____ ':._:::,..... ~ ro_, NlVCVV .. " .. • .. "","" ~ eat 61.1'6 I'A~_ ~ EXIST. mAlNIN6 ~Ic! TO \lfMAIN. EASi EI-EVAilON - I se etJlLt)IN6 seCTION ~~ ~TION OF ~O~ ~N6 TO B!; ~MOYEP ~JACeNT TO NeVi APPITION EXISi. O~~ICS eUII-OIN~::' see DETAIL X/AX --------7) n H-------------------------------------------------------~r~~ \ \ \ \ WESi EI-EvA il ON -EXiST. SiORAGE eUIL.OINa- 5103 REGISTERED ARCHITECT aWARD G. KIMURA STAlE Of' WASHINGTON 1& "1:.(.: -" --" DATE REVISIONS Taco Time -Storage Building 3300 Maple Valley Highway {5 Renton, WA 98058 I- DATE: 11-25-05 ~ HG KIMURA ARCHITECT I-------I:l: iii ARCHI1"£CTURE & FACILITY PLANNING II JOB NO. 03-2001 ~ ~ TEL 42S.76EU5000 FAX ,u15.2.71.2383 E-MAIL: HGKIMURAOCOMCAST.NET 18012W. LAKEDESIRI DR. BE RI'.NTON, WA 98058 A7 1/4' • 1'-0' ~ 1/4" = 1'-0" L-________________________________________ ~:------------------------------------------------------------------------------------------------------------------------------------------------------------------__________________________ ~ ______________________________ i_ ________ _lill ._------------------------ \ \ . \ w (f) w > « LLJ 0 0::: Z 0 \ \ 0 \ I I Zone Data zone gpm I 2iZ>.5 2 21.'il ~ 21.4 4 11.1 NOTE IRRIGATION SCI-IEPULE CONNECTION (not .hown) eonnect new zone. to exl.tlng Irrigation .y.tem CONTROLLER (not .hown) eonnect to exletlng oyetem controller add additions I controll .. r If n .... d .. d to accomodat .. n .. w zon ... VALVES 101 I" Rain Sird .. I .. ctrlc zon .. valv ... -1iZ>iZ>-Fa.A FIFES - -_Iv," Schedul .. 4iZ> FVC main lin .. pip .. or match .Iz .. of .. xl.tlng main lin .. connect to "xl.tlng Irrleatlon .y.tem ----I" Schsdul .. 4iZ> FVC lat .. ral pip .. .. xc .. pt u.e lv," pip .. Into valve from la.t Joint SI .. "v". Sch .. dul" 4iZ> FVC und .. r a II pavement (not ehown) • Iz .. to b .. two pip" .Iz ... larger than pip" contaln .. d place bar" copp .. r wlr .. In all .I .... v ... I" wlrs elssvs to controller (.not &hown) where main line not prse.ent RAIN 61RD I-IEADS -ha If unl", •• oth",rwl.", Indicated u.'" FC5 ecr .. en. a. ne",ded to r .. duce .pray o e' 5pra~ -16iZ>~-FRS-6x-FC5-xxx • liZ>' 5pra~ -leiZ>~-FR5-liZ>x-FC5-xxx .6. 12' Spra~ -16<2>~-FR5-12x-FC5-xxx • 15' 5pray -16iZ>~-FR5-15x-FC5-xxx o 4' Sid .. Strip -leiZ>6-FR5-155ST -FC5-xxx 00 4' End 5trlp -IW~-FR5-15EST-FC5-xxx Operatlona I Data I. DRAWINa. 15 DIAa.RAMATIC. Common ditch wh .. r .. poe.lbl ... 2. V .. rlfy .. xlstlng pr .... ur... Design pre •• ure, 3<2> p.1 3. It Ie th .. Contractor'. r ... pon.lbility to determln .. '1uantltle. and to conform to th .. r"'1ulrement. of governing agencl .... T+-IE IRRIGATION DRAWINa.5 ARE DIMRAMATIC. FOR CLARITY. FIFES, +-lEADS AND/OR vALVES MAY 6E 5+-101LN IN PAVED AREA!'>. ALL T+-IE vALvE5. +-IEAD5 AND PIPE5 5I-IALL ElE WIT+-IIN T+-IE FLANTED AREA5 UNLE5S CROS51NG PAVED AREA5. T+-IE VALVES AND CROSSIN", LOCATION5 S+-IOWN ARE AS CLOSE TO T+-IEIR "REAL" P051TIONS AS 15 F05516LE WIT+-IIN T+-IE CON5TRAINT5 OF T+-IE DRAUJINa.S. ALL FIPES UNDER PAVEMENT5 5+-1ALL 6E 5LEEvED. NORTH \ \ \ \ \ W 0 \ > « I W I 0 0::: Z 0 TREE 5TAKE51 DEADMEN TYPICAL ALL FLANTS • PLANTINClo PIT TWO TIMES SIZI: OF ROOT ElAL.L. +-lOSE //-TREE WIRE TREES o PreJNE ALL DISEA5ED AND ElROKEN 6RANCI-IES • FI..ANTINClo 5CIL MIX TO ElE 213 TOPSOIL. 1/3 o~ANIC MATTEI'< o ESTAElLISIoi TREE ElA51NS WI-IERE TREES FLANTe'D IN LAWN -,.;;..-112" ElLACK +-lOSE WI 2 eTRAND 12"'A TWISTED UJIRE 3-2"X2I1X61-0" 5TAKES (DECID) OFC: 3-2"X2"X3'-e>" DI:ADMEN (EVE~N) 5ECUREL Y DRIVEN INTO "'RCUND. ':I"TAMFED FLANTINClo SOIL MIX UNGLAZED PLANT PIT eUI'<FACE SI-IRU65 TYPICAL PLANTING PET AILS NOT TO SCALE _L71"~~~~O,_~~~S~C~A~P=E~P~LA~N~TI~N~G~P~L~A~N~ ____________ ~~ PLANT LIST eymbol bot.~nle4l/eommQf'l n.eme TREES -311f,-~" Chamaec~p.rle nootkaten.le 'F .. ndula'l Weeping Yellow Alaak.a C .. d.r • F~ru. caller~ana 'Chantlcleer'l ) Ch.ntlcl .... r Flow .. rlne Fe.r SI-IRUe5 6 6erb .. rl. verruculo.alWarty 6arberr~ C Coton .... t .. r lactealFarney Coton. G) I-tebs IAutumn G;lor~f M M~rlca ca IIfornlcalFaclflc Wax-myrtle N Nandlna dome.tlca 'Compacta 'I comp. ct +-leaven Iy -bamboo @ Nandln. d. '+-Iarbor Dwarf'II-ID.Nandlna 5 5arcococca ru.clrolialFragrant Sarc. Notes ~I ht. mIn., 64:6, I€,I o.c. or ae. shown full 2" cal. min., 646, .pac .. a •• hown, cle.r trunk to ~' ht. 24" ht. min., 4' O.C. 24" ht. mIn., 51 o,c. 2411 ht. mIn., 4' o.c. 1811 &~. mIn., 4' o,c. 2411 ht. mll1., 41 o.c. 16" ht. min., 3' o.c. lell ep. mIn., 41 o.C. NORTH It .hall be th .. Contractor'. r ... pon.lblllt~ to determln .. '1uantltl .... Me .. t a II lr.. r"'1"lr .. mert. of the Clt~ of Renton HERMINA EHRLICH DESIGNS crctit~ me pk:rTI-g 713 rorth 73 street seatt~. wa 98'03 Ph 206--784-8604 F. 206-789-8955 STATE OF' \ll'ASHINGTlJN REGISTERED LANDSCAPE ARCHITECT HERMINA EHRLICH CERTIFiCATE NO, 385 " DEVELOPMENT PI.ANNING 0lTY OF RENTON . DATE REVISIONS Taco Time DEC -72005 RECEIVED 3300 Maple Valley Highway (Hwy 169) Renton, WA 98058 DATE: 8-21-05 HG KIMURA ARCHITECT ARCHrr.lCTUU & FACIUTY PLANN1NG " JOB NO. 03-2001 TIlL 42S.7111J.15000 FAX 4211.271.23B3 L1 18012 W. LAKE DESIRE DR. BE RENTON, WA S1180se \ \ \ w (J) w > <C w o 0::: Z o :2 o \ \ \ , , \ \ \ \ , \ ~--'II: • , --.~-------~ . , 7 -- c 72" SlUl.1P 349.03' _____ ____ ----...,.- 'J. <I . N 62'40'~' J!.. 95.43' ----- c c .~=~_ ~--l-I'-' ') ~~-475.20· . ----- , , 7 Y(SR169) VALLEY HIGHWA NORTH ENLARGE PARTIAL SITE PLAN . 1" = 20'-0" ( / / 7$' / / / / .. ' t .. REGISTERED ARCHITECT - S. E. 6 th STREET / r , . , . , . T 0 Time corporateR~:,:,c:ddltlon ac & Storage Office Building I Valley Highway " 3300 Map e WA 98058 Renton, ARCHITECT HG KIMURA II PLANNING a. FACII.II"I AltCHn'I!C'nJIII£ TEL 4a.788·~!.1RE DR. SE 18012W.LAKE 428.271.2383 FAX WA 880&8 RaN'l'ON, A1.3 , PORTION OF THIE S.E.1/4 OF THE S.E. 1/4 OF SEC. 16 TWN. 23 N., RNG 5E., WM Taco Time ddition (= SHEET INDEX REMOVE EXIST. TREE NEW 6" CURB TO MATCH EX. CONTRACTOR TO FIELD VERIFY UNDERGROUND ELECT. CONNECTION EX. SH£fT 1 -COMPOSITE: UTiLlTI£S/FIR£ S£RVlC£ PLAN SH£fT 2 -DfTAILS AND S£CTlONS EX. MONITORING WELL EX. TELECO PEDESTAL EX. ELEC. VAULT EX. FIRE HYDRANT --.:::ojr1;;t~tJ LIGHT SH£fT.3 -NOTE:S NEW 5 'X9' UTILI TY VAULT ----J1UJ."""-'l..lli.-J--+++=::J?ii','+ 1.:~~!:;I.+~;;~L1 4" DOUBLE DETECTOR ASSEMBLY :1,'",,6U',(12";[) 'I Jr;fM~"""'. BACKFLOW PREVENTION DEVICE :, SEE SHT C02 FOR DETAILS CONNECT TO EX. 12" WA TER --;f,;"~; '.' ;j/ ,)c(l:-)":,C! 1-12"X4" TAPPING TEE (MJXFL) li'W-'A, !;(;(U",i) WITH CONC. BLOCK 1-4" TAPPING GATE VALVE (FLXMJ) NEW (FDC) FIRE ~~ DEPARTMENT CONNECTION ) CITY OF RENTON - - REMOVE EXISTING TEMPORARY STORAGE BUILDINGS . ) '-IV '125,61' -=-----SA WCU T, PATCH & PAVE ADJACENT TO NEW ADDITION S_LOP_E T_O E_X. C_ATC_H B_ASI_N ~:-:-: ~ .. -.. -.-._~~ .. -.--:::-.-n I~ ____ "';;'~;;;;;;"';;;;;;;W :' j , ,-" " , : I : :, I I' PROPOSED STORAGE BUILDING I-STORY VB CON ST. OCCUPANCY GROUP B 1,682 SF GROSS ,; I \ " li , I' L.. ., ~r' -,I NEW FIRE SPRINKLER ROOM SEE ARCH. PLANS EXISTING TACO TIME CORPORATE OFFICE ;\ " I " j '.;"":;; ':s;.\di-,,'c';', ~~-.-, \' ' I. \ .. ,,\': : '.' 'l\ ,'I' [il I \2 ~ o "'. o "'. ~ '" o \ rljll;i~:i- () :"; ,:.)r::"<', ,;"Lit~;: ~ i'-)[\; (~Ii 'j!jU:,.\ ~;C. :- ___ --REMOVE EXIST. PARKING STALLS, PAVEMENT, CURBING & CONC. WALKS AS REQ'D TO INSTALL NEW ADDITION AS SHOWN. J 10 20 ... I I GRAPHIC SCALE SCALE ' 1" -20' Ii , ii. " ',~--~, \\,-"';-:~R4~~----INSTALL NEW 6" CONC. CURBING TO MA TCH LEGEND , EX. LIGHTING STD. J) '. EX. TELCO PEDESTAL C EX. MONITORING WELL MW c"~ , " . EX. TREE ' .... \Ii; EX. TYPE /I CA TCH BASIN rr~l' EX. TYPE I CA TCH BASIN {::;) EX. YARD DRAIN 'ef, .... EX. FIRE HYDRANT ~. ". EX. ELEC. VAULT EX. 6" SS EX, 6" SANITARY SEWER ----.. ~ ---~-.-~ E-X (;A~; EX. GAS LINE .-.----.. ~--.-.-._._. __ .- EX STORM LINE *-><---x EX FENCE EX. PROPERTY LINE '(1 I~ PROPOSED 6" D.I.P. WATER LINE W/BEND & CONC. BLOCKING -PROPOSED FOC (FIRE DEPARTMENT CONNECTION) ~ HANDICAP PARKING / CONTRACTOR NOTE: THE LOCA TlONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BE£N ESTABLlSH£D BY FI£LD SURVEY OR OBTAIN£D FROM AVAILABL£ R£CORDS AND SHOULD TH£R£FOR£ BE CONSID£R£D APPROXIMA TE AND NOT N£CESSARIL Y COMPL£TE:. IT IS TH£ SOL£ R£SPONSIBILITY OF TH£ CONTRACTOR TO IND£PEND£NTL Y V£RIFY TH£ ACCURACY OF ALL UTILITY LOCA TlONS SHOWN AND TO FURTHER DISCOVER AND A VOID ANY OTH£R UTiLlTI£S NOT SHOWN H£R£ON WHICH MA Y B£ AFFECTE:D BY THE IMPLEMENTA nON OF THIS PLAN PRELIMINARY THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURiSDICTIONAL REVIEW ._._ J' OFFICE ADDITION f-STORY va , CONST. OCCUPANCY ! i: GROUP B 656 SF , :! ADDITION ---~ CALL BEFORE YOU DIG Cali: TOLL FREE 1-800-424-5555 \'" EX. CURBING. iU~----EX. CURB & PAVEMENT TO REMAIN Jt~j~l)~~~~~~~ __ -MAINTAIN 20' INSIDE RADIUS AND 40' OUTSIDE RADIUS FOR FIRE TRUCK ACCESS. ?f""rt:-'""'fT""-:'..,;,.;+l:--+-----REMOVE EXIST. PARKING STALLS, ;·cd""";,;, PA VEMENT. CURBING & CONC. WALKS COJI,! 1-)','( II -"i~I" ,t;,.;;r,</.."hh,50 W/OI/. l1'A 7L6' SEPARA FOR {j F 0·,64, 00 INV'~ 59. 50 (.I(;") INV"--62.!JO (12") AS REQ'D TO INSTALL NEW ADDITION AS SHOWN, \', . -"":, .' ( / 40 I c: .8 c: (J) 0:: 4-0 b :z: (3 \ 0 j:: -a r--.. a r--.. ~ « c:b lU g: (j >-(Q' [ ~ ~ '- l: ~ C) 0 -l: (t) lU >-ex:>lg LulO(O ~ -..l0<b -..lex:> ~O)~ j:: .:::> . ~UJ~lO 0 _-..l ('\j a a.. <:'::!.. (j a::~oUJ ~ ..0 0 1-'-<: :S~~i]~ l1..-«C')a::a.. PROJECT NO.: 05106 DRAWN BY: DCW ISSUE DATE: 08-23-05 SHEET REV,: \.. DE;Vi", , ~ "'UN 'U DEc ~ 72005 ~f!(VSUE UTILITY AND FIRE SERVICE PLAN 05105CU01.DWG C01 SHEET 1 OF 3 62'·0' GENfAAl. DEMOl.ITION NOTES: 4'-1" Nl!f't 4'-1' , ." 4'-7" 2'-1" ~11"r' S-ooJG.~ ,o,soVll, IF /IIAW. 15 NON-l.OAP Ill:AAIN~, f'leMOV!: AS SHOf'tN DAHD. IF 6I!AAIN~ ME~,o,eove, CONTACT AIICI-I1rec.T IMMeDIATeI.'!' r _________ ~~~--~~II~~"__4------_+----------~------------.. ~--·---·-~~~:I-··----------r------r--------, ~~ ~ ~ ~ <fJ <!l <fJ ~ <@ <Ii] f'leMOVll eXIST. EX~IOPt ~1. AS f'leGlt) TO INSTAW. Ne¥oI DOO/il • FAAME. f'leMOV!: EXIST. FINISH TO !"I.'!'~D SlNAC! AND ~'!' 1'IITH NEf't 'Ie" I&I'IB f'tITH PAINT FINISH. f'IeMOVE EXIST. ~1. • DOO/il S~ DASHED. f'leMOV!: EXIST. f'IeC~ION D!:S!<. ~N DAHD, INSTAl-I. Ne¥oI f'leCeI"TION DeS!<. , .... SHOf'tN. f'leMOVll EXIST. DOOPt, INFII.1. ~1. TO MATCH eXIST APJACENT SlJPtrACes PtEMOVll EXIST. KITCHEN CAEINETS, COlIN~TOI"S, Al"l"I.IANCES AND INSTAW. Ne¥oI COUlITePtS, CAEINeTS AND Al"l"l.IANCS AS SHof'tN. PtEMOVll EXIST. DOOPt, JAM!! • /IIAW. PtEMOVll EXIST. 1'IIND01\ INFILI. ~1. f'tITH MA~IAl-S TO MATCH EXIST. ADJACENT SlNACES f'leMOI/e EXIST. 1'IINDOl1 AS PtEGlt) TO INSTAl-I. ~ DOO/i\ • JAMB f'IeMOVE EXIST. !)OOPt I JAM!! • PtELOCATe TO FOSITION SHOI'IN. r---.------+--.-----------------------------------------------------------------------------------------------------------------------------------------.---.----. __ L i f\ex. STAIIIf. II~ VAAIIS CIA CONI". IIf.M. liS ,,1 .. :2" CIA lo i-' 14'-6' -- Ol"l"lce lOS CljI_,211 CIA <!l~ ~=======~ 1_ ... '-0' 1 I.T. OI"FIC\: I I 4'-0" IY! ~ ~1:1.Of't OI"FICe 104 ,,1 ... 2- CIA OFFice lOS - EX. OFFICE ---, EX. OFFICE EX. OFFICE EX. OFFICE 14'-1' ... I I I I I A"-i ~ " \ \ \ ! ~ REGISTERED ARCHITECT FLOOR PLAN NOTES: !)IMI!NSIONS m ~ACe ~ S® TO ~ACI! OF SW EXTeRIOPt FACE ~ &® • I'ACe ~ CONCPtETe I'OIJN[)A TlON NEf't ~INDOI1$ TO MATCH eXIST IN COLOR, STl'L.! • Size I"I.ATe HEII&HT ESTAELI5HEli I"ER eUII.oIN$ seCTIONS STANDARO HeAO!R size IS Fl!R S-ooJG.'I\IRAL PLANS 1'IITH !)ouae TOI" Fl.A Te ~ UNl.e6 NOTe!) OTHEl'ij'llse STANDARD f'tINllOl't HEAOER H!I~ f'ER eecT10NS SGUARE FOOTAGE ~Sr:c NOTES: ROO!' 2NDr~ MLS S1.A6 VEI<.TICi\l. 61.AZ1N6 SH6C l<.-6e BLANKET l<.ooSO 1<.-21 1<.-10 1<.1611' U'0.45 MAX. .40 ~INDOI1 TYFf AUJt.1 MIL6ARO 01<. EG!. TO MATCH EXISTIN6 V\lINSUL. 61..A$ EXIST. IO.OOFTOP PACKA6E PROVIDe PVC !"AINT !"RIMER TO INSIDE ~1. I CEII.IN$ !'OR VAI"O/il 6AAPtIt:R. CAUI.K AW. ExreRlOPt SII.1. I"I.ATeS, CO~ AND /IIAW. OF!NIN$& AIPt-TI~HT PRiore TO ~I'IB INSTAl-I.ATION. THE AWIE SYSTEMS MEET THE PIO.ESCRIPTIVE REQUiREMeNTS 01" THE ~6ec OPTION IV. ~ALL LEGEND 2)(6 • 16' o.c. 2X4 s 1&' o.c. EXISTIN$ /IIAW. TO REMAIN VERIF"I' I"RESH AIR, O1"TIOO6 I) SUI'P!. "I' I"RI!SH AIR TH~U6H MeCHANICAl. S"I'STl:M DEC --.. I L" d RECEIVED &~-=~~~~~------------------------~ .6':,. 11-23-05 SUBMIT FOR PERMIT DATE REVISIONS Taco Time Corporate Office Office Building & Storage Room Addition 3300 Maple Valley Highway Renton, WA 98058 HG KIMURA ARCHITECT .. ARCHITECTURE Be FACILITY PLANNING iii! TEL 426.766.15000 FAX 48.271.2383 Nel'I ADPITIO~'_1" 41 .. ,,11 41-,,11 21-'''- -' .---r~:::: --.--.----.--'"'-'"'---~-=:~-+-~:=-~--~-•• -1~_~-c -=r·-~-~-~-----------'T'--.----. --.-.--:::: : ::::: ::::: ::::::~~::::::::::::":::::: I I I I I I I i I SIDIN6 OVER #15 61.D6 PAi.eR ~ $I~' 6'r'!". eHl!ATHINS iYI'I! 'X' ~ 112" PI. YI'ID., THIS 1'iAl..1. ON!. Y. I I I I I I I I INSTAl-I. I!.A'I'ER 5Je" S'r'!"SIJM I I eHl!ATHINS, T'r'l'I! 'X' TO FACE : I o OF PI. Y~, THIS 1'iAl..1. ----t1 il --=::::::' I I ~PER TO Rel'l.ECTE!) CEII.IN6 RiAl! !'OR RATE!) Cell.lN6 CONSMJGTI~ ----- I I I I I I I I ______________________________________________________________________________ ~ ___________________________________________________________________ -LL ________ -· r-----------AT 6OT. OF 2N!) M ilU& JOISTS, PROViDe 2 !.AYERS 51e" 6V15 TYPe 8 . .u r , DN. HAL.L. I Jl L.16AARY ~. COMFUTER ROOM OFFICE OI"FICE CORRIDOR OFFICE OFFICE OFFice; I 'X' ~ITH 112' RE6ll.leNT CHANNEl.S AT 24" OG ~ITH 51t>" ~ OVER, SFANNIN6 I'MM ex. !X"TEI'I. I'iAI..l. TO N!~ I!XT!R. ___ - 1'iAl..1. • 5' eEYONt:l ACGTt9. 1'iAl..1. '0 0(' MEN Y'lOMEN l- Ii ff\ 0 0 \ ---, OFFICE RECEPTION 'IeNT_~ 406 ~O~ \ \ \ \ CIA l 1 Vl!NT ~~ 40 9 Ul f"1L.!: fiIlM. 20b '1'-:211 CIA l 1 i j Cj.OSET '¢Sr" 'leNT ~~ 'leNT, eEl.~ ~ eel.o~ VENk ~~ 4QbO PO 0 /1 // : : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '..J....--;1 5'-0"'" OI"'f"lce 205 "'-2" CIA IN II ,--..... I Irr_ . Hii---"'e • I" ,cc Q I" " .. _ ... \ _, III NCn\ I" HAL.1. 20"1 t,f'_211 CIA b :r 1[---------------------=--== IT O!"'!"'IC!: : ~11~ I I I I I I I I I I I I I I I I 204 1'-2- CIA 11 ACCOUNTIN~ Of"f"lce " 206 LL_ ......... " , \ , , <,~~===~ OFFICE o pi 1)& ' I I i=- I .' I N I I ! I I I I I A'L \&j I I I I I I I I I i lQ;p----IH---'i<-~~ ! I I I ~ I L _____________________________________________________ --------------------------------------------------------------.------------------------------------------------------------------.-----t------r-----------.. I ---------------------------------------------,-~ e;ECONO ~l-OC)~ !=l-AN -MAIN O~~ICE eUIl-OING 1/4" = 1'-0· 5103 -----_._--. __ ... ---- REGISTERED ARCHITECT GeNERAl.. DeMOl-lTION NOTES: Vl!RIP'I' S~'I1.I!Ie ~, IP ~ IS NON-l.OAt:l e!A~N6, ~MOVE AS SHO~ I)ASH!!:>. IF e!AA1N6 _ ABOVE, CONTACT ARGHITl!GT IIoMDIATI!I.Y ~MOVE EXIST. EXTI!RIOit I'iAI..l. A& R!!c!I'I) TO INSTAl-I. Ne~ I)OOR • F'RAM!. ~OVI! EXIST. FINISH TO 1'1. Y~ SURf'ACE AN!) OVERl-AY ~ITH ~ 51&' 6~ ~ITH PAINT FINI&H. ~MOVE eXIST. I'iAI..l. • POOR SHOI'tI DASH!!:>. ~MOVE EXIST. ~mION I)E$I( ~N DASHeD, INSTAl.l. Nel'I ~eI'TION I)I5K AS SHO~. ReMove eXIST. DoOR, INFILI. 1'iAl..1. TO MATCH EXIST At:lJAGeNT SURf'ACeS ReMOVE EXleT. KITCHeN CAeINeTE, GOIJNTeRT0F5, AWI.IANGES AN!) INST Al.l. ~ COUNTeRS, CAeINeT5 AND Al'l'I.IANGe AS SHO~. ~VE EXIST. DOOR, JAM6 • I'iAI..l. ReMOVI! eXIST. I'jJNDOI'\ INFII.1. 1'iAl..1. ~TH MATl!RIAl.& TO MATCH eXIST. AD.JAGENT SURl'ACES ReMOVI! EXIST. 1'jJ~ AS R!!c!I'I) TO INSTAl.l. ~ DOOR. JAM!! ReMOVE eXIST. DOOR • JAMe • REl.OGATI! TO POSITION SHO~. &,. 11 23-05 SUBMIT FOR PERMIT DA TE REVISIONS DEC"' 7 2005 RECEIVED Taco Time Corporate Office Office Building & Storage Room Addition 3300 Maple Valley Highway Renton, WA 98058 HG KIMURA ARCHITECT ARCHITECTURE Be F ACIU'l"V PLANNING • --.-----~--------- \ r I exiST. ~'" -" ; TO I I 61'-6' 12'-4" 15'-41/2" 15'-S 1/2" I i 2 5'-4 1/2" I ~ 0--+-----1 1 ,--------------------------------..... -------.f--------- ---.-* ------;':::":'=':::PHi;rroceLLFaiR Nflf ---------- - ----- - --------- - ------ - - - - ----- ----- - ---- - ---------- - - - - - - ---- ------ex:.~~ ROOM FINISH I /}I\ I ~r1 it:::! I I I I I I I I I I I'. I J I I I !: J I I I I I I SCHEDULE ~MA ~ ~M IIF?,4 " .•... : . ' ... ;;. ~~.~~ ~~~i::::::::::::±~~I.~ti:t±j:t±3:~6~'O~SE~~~S~~WAI~~AA·T~m~R~.ASH~FNr.~I. NOTe, INSTAl..l.. ~TeFl FlESISTeNT c!>'I"P$UM ~l..l..60AFlP 6EHINt:> Al..l.. Pl..UM6INc!> FIXTUFlES, TYPICAl... POOP<. SCHE:PUI..E: NO. ~OOFl MAT I'<XHXO 100 !S'_Ou X 6'-20" X ! "14 HM 101 1:2'_0" X 12'-OIl MTI... 102 6'-0" X 6'-21" X I 8/4 HM loe "-0" X h'-e" X I e/4 HM FLOOR PLAN NOTES: PIMENSIONS A~ rACe Of' STU[) TO FACe or STU[) EX'reRIOR FACe OF STUP = FAC!: OF C:ONC~re FOUNDATION Ne!'l!'lINPO!'lS TO MATCH EXIST IN COI..Oft, STYI.E • size Fl.ATe Hl!16HT eiOTA6L.ISHI!C> FER EllJII.PIN6 seCTIONS STANDARD HeAC>eIII. SIZE IS f'eiI. S'l'llJJCTURAI. f'!..ANS !'11TH DOUl:1.E TOP PI.ATe 0VEft, UNLESS NOTEI' OTHI:RI'IISe STANDAI\O ~NPOl'I HeADeR HeI<SHT ~'-O\' "'-F.F, 6011-1 ~ TYPICAl. SOUTH EXTeRIOR MI., I!IIM!I.I!D SIDIN6 TO MATCH exISTIN6 OVI!~ 5001 eL.D6 F_ OVl!~ 1/2' FI.'I'~D 0VI!It 2)(6 ews AT 16' OC ~ITH 1t-21 6l.ANKf!T INOUL. INSID!! ~ITH 5W 61'e AT INTe~IOR ~ACe TYPICAl. !'lEST, NORTH AND ellIOT exre~lo~ MI., 5" CM.) STANDARD 6LOC1<, 1IIMN1N6 60ND ~ITH DP.'I'-BLOCK A!)DITIVI!. !'ROVID! 2-C:OATS Of' AI..K'I'C> FAINT. AT INTE~IOR SIP!, INSTALL Sib' 61'e OVI!~ & 1/2 X 2e) 6A MTl. swe AT 24' OC OVl!It 1/2' AIR SFACe, seclHle f~~IN6 Ml.1. TO SMIJ MI.. VERIN I.OCATION Of' PHoNe JACI<!i, TV JACI<!i, EXTeI'.IOR !'I.P. OUTLI:Te, EX'reRIOR FI.OOC> 1.16HTS • SeCURITY S'(STeM (I~ ""Fl.ICAeLe) FIN ~. eN. ~. eN. 'TYl"E H~1'e " I A !I " I " I ... '" -------------I---~--------~----~-IF,~============================;========================= 1/4" = 1'-0" ceTAl1.. ~MAFlKS Tt«I!S JAM15 Hl!A~ - - - - - -"v'!;;RII'"Y eXIST. OOOR!-ITS /I: MATcH) C.OOR1:'. MA$oNRY OPe!NIN6 -- --VeRIFY eXIST. DOOR H1'$ • MATGH; COORt'l. MASONRY opeNI~ --veRIFY EXIe.'r, DOOR !-ITS" MATCH _. .. . -.~-.-. ~SEC NOTES: ROOf' ~ND FLOOR ~S SLAB Vl:RTICAJ. 6WIN6, R-se RI61D R-SO (N:tN'f TRASH ENC~ R-Iq SOlITH, R-IS NORTH, EAST 4 reT f'WJ.S R-IO RI61D U = .50 MAJ(, ~INDcm 1YPE MUAAD AJ.UMINUM ~ITH 3/4' INSUL. 61.ASS HEAT 1YPE NAiURAL 6AS ROOF TOf' FACKA6!!, eu:c. COOLIN6 6LAS6 AA!A AT ~ AtlDITION 0 fJF AA!A 6LAS5 I AA!A 01' 1'W.l., I'ROVIDE PVC PAINT PRIMeR TO INSID!! MI. I cell.lN6 FOR VAPOR eA~ItIEIt THE PMVE SYSTEMS tET THE FR!$GRIFTIVE REGlJIREMeNTS OF THE f'6I:C ~NV-SUM. / V ENAMa PAINT / A Uf'~ ACTI.::-,,_ •. MTl. DOOR ® HOLLOV1 METAl. ® STAIN 4 SQUARE FOOT AGE see SHEeT AI FOR 6UILPINe> AI<eAS -------------_ .. _--,._------------- EXIST. TOII.ET EX. COATS ~Al.l. l.EGEND 2)(6 • 16" O.G. 2><4. 16' O.C. EXISTINiS MI. TO !<!MAIN veRIFY ~I<eSH AIR, OPTIONS I) 5UFF'L Y FI<eSH AIR 'TH!'tOU6H MeCHANICAl. SYSTeM 2) SUF'F'L Y FI<eSH AIR THR0U6H AIRPORTS IN ~INPOf'llS (I) PER !'tOot;! MIN. WI f'IIHOLEHOUse !"AN - NT5 REGISITRED ARCHIITCT Taco Time -Storage Building 3300 Maple Valley Highway ~ Renton, WA 98058 I- r---------------~DE~~ HG KIMURA ARCHITECT II ARCHITECTURE &: F ACILI't'Y PLANNING iii 'TEL 425.'766.5000 FAX 428.271.2383 E-MA1L: HGKtMuRAeCOMCA6T.NJ:1' 18012W, L.AKE DUIRE DR. SE RENTON, WA 98058 A6