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HomeMy WebLinkAboutLUA-05-101g P OJ CT LOCATION. 4300 NE 4TH ST. ...... RENTON, WA 98055 8> z w 0 " ~ m SHEET TITLE 00 :~:;;-::~,.='-SAFEWAY INC. II~ I "'RE-;'PPuP"ON M£E"1'<C SEATTLE DIVIS10N ~~ ____________ --J~ ______ "_J_~'_"_'_"_o,_,_,"_,._, ______ -J~ ___ B_EL_L_~_J_J_~ __ 0_;_~_~_IN_~_~_~_NN_E_9_80_0_5 __ _' 1:(~ SAFEWAY SEA TILE DIVISION 1121124TH AVE. N.E. BELLEVUE, WA 98005 SYMBOLS SCHEDULE :-------.: ~ PET.oiI.lll'U"!eElilfAR!A.(lf ~ Dl!TAll!\I-IEETNU'1MItUJ.4EfIiIE L. ~ ~ OETAU ... SECTION Nl.MI!I£R 61-1EET ~ tU1eERta-lElIiIE DRAUN ~ I!IUILDINao5CCTION~IIiI!!>HEET ~t-I.MeE,II!:lIJ..EflilEDItAU.N . D0- ~ SALES A1£A @[] <ill> (i) (i) o "'" INTERIOR ELEVATION LETTEIIiI ~~~c:r~ICAe!.E)IUTH 81-1EET ~':~~!~~ ~NAM!IU'f!.I!ItOGIMf\U'eEIIt­ !lEE ROOM FINI&H &O"IEOULE l'OIII: I'tOOMMAI'tIC. 11I!1IiICI.I.4NOI&l!/EGlJII"MI!NTMA..:I( LOCA11!D ON ~ANe AND ~~EELEVArIOH8 ... ee:E .6RCI-IITECTURAL I'IOTE ... flEE I(.ET N011! LIST ON &AME &IoI££T FOIt ...... oe1ATICN DOOR NIJ:'1eElQ M~ INCICATED 00 !"LAN ANO EI..EVATION !ll!E =~~OULEFOR Wli'IXlW I'U1eER M~ INDICATED ON I"'lAN .AND ELEv.ATk:lNS 6£1: :'=A~DlJLEFOI'I! M:V1~ON N.I'1eEI'Ol MA~ INDICAT!:O ON DR.<\II,IIN60& &l!1! ~E"" ~ INF'O..,ATICW LEGAL DESCRIPTION LOT~ I. 2, AND ) 01' CITY 01' M!NTON e!N01NGo !oITE I"'L.AN NO. LUA.-~-~,e&p ElfTITLED 'U'lION.AYEN,E ~Al'EWAY" .01.& ~ED 1<1 VOLII'1E n", ~ACiE& &4 TI-I~ IN iOlECORD6 01' KING COlI'ITY, lUI&I<INCioTOH. GENERAL NOTES ,11.1'0:' Al'ii:O+lfECT lit. I"l!TAILEIit GoC • GeNEIUL CGlNTRACT0R6 O.OTI-EI'i6 I CONTRACTOIIt TO Pl'WV'lDE ALL L~ EQJII"I"£NT. AND MATEIiiALf> TO I"'!,.,OIQM n-e \IJOR<. .01.& INDICATED IN THE6I!! PLANS. CONTRACTOR to \tl5jT THE &11E TO VERFT ALL CONOITION& T~AT MAT M'FIl'ct T~E I"1ItOJECT 2 fl.E ARCI-IITECl WILL S£ l'O£ePON&I8LE TO DELIVER T~E I"'!I'I!MIT IllEACT DI'lAWINCsS FOR T\oIE ~ITE. I!lUILDiNaI • CAI-JOPY e.ePARATE ~""IT6 WILL eE OI!IT.A..eO 1'0(IIII DI!oI"'EN&n.ts • TAr-I<A TOE ~ UJlLL eE 1E~1~e: TO oeT.A1N MEC ... ANICAL AND ELECTRICAL I"'!~Te. l~E &1Gt<I1"EI'I!MIT WILL ee &Lrr"LIEO 8Y OTI-IE~. TIoIE GC WILL S£ !IlE~leLE FOR NOTIFYING. TIoIE OIJ.NE(I;! OF COST~ ~ ALL I"£IQMIT&. THI!!! OILNER WILL I"'IJIItC~A&E ALL OF-T~E PEI'iMIT&. ,. CLEAN-I.I'" Cl8Itl& AND J.IAIJL AWAY ~ A CONTNJOU& 8A&I~, INCLUOINCio ALL ~D I"A\tINe. AND EXCAV.ATED ~L 4 ALL 8I~ &i-L6t.L 8E 8UeMITlED ON ~AFEII.I4Y BIOFORM eueMlT &EPAIltATE LI!Tll!1It 1I.lTI-I COMPLE1l! ~Dl.LH::O. elD elllEAKDOIJ.N AND ~TI'tACTOIIt! LIST NCLUOED. 50 .ALL FETROL!!LI'1 R!LATED !XCAVATION TO ",AVE NEW FE.A ~~~&ACKFILL. DO NOT IllEI"LACE OR IllEUSE EXI6T, FILL ". COC. If> IllEl!or"ON&leLE FOR ANY DAMAGtE (A8OVE OR eELOW 6RAO£) TO T~16 fACILITT. OUIII:N:io CGlNeT~TI~. 1. 6£. TO lUI~TY ALL IIJC)RI(. AI>D MATERIAL FOIIt I TEA(!;! R'iOMCOI"IP"'LI!TICNOF-I"IIlOJI!CT. '" IN GENEIltAL, uee t-EW RIGID CONDUIT FOR ALL N!W CIIltCUITING '!I ALL UJOIIK TO 8E IN ACCOIItO.6HCE 1111 ALL AI"!"'\.ICAl5LE CODE& AND FE(I;! lOCAL I'iEOOIIQEHENTS. NOTE, VII....,.. I«Al. TH DP'AIm'ENt Nll"'SCTICN IIC+£OUL.E6 AND IIIIII!QJ~ A& ~MT Of' OON&TlllLlCTICIN !GI«CI.JI.L It) ~ CO<mtACTOR 1IIIII!~leLE FOIl!: I"'IIlOVIDINCio &I-IOP D~ TO OUN:R. Ale CITY !"OR ~AL _lOR TO F_CATICtoi .AND N6TALL.ATIO"I. &16Nf> lH:>EIII. 6E~AlU.TE CONntACT TO NCLUC£ ne I!lUILDINe. &1GoN6. C~ &ICoNS. HCMJI'1ENT eIGNe ANI:) ~I! &16N&. II GC TO ~DE Pll'1~TE""I"OI'n-A-POTlT. ADDIlICt>IAl. ... AIIiC> I-IAT&. IlECUIiiTY FENCINGo ANO 6.4R1OliCADE6 DJII;lINClo ALL CON&TlllLlCTION I"I-IA6ES O. ....I!:IQQ Of HANP1 ItA (H"'i'i« QlliDFIM. »rr C ... .<OINC>ES TO floE &coFE OF-fI.It& COH11It.ACT I"I01OP06AL II.I-IICI-I ~ NelT INOIC.4TEP 1<1 Tl-IE COHTIltACTOM OR\61NAL elD I"ROPO&AL OIl!: II.I-IIC~ IQEGlJIIltED 1ItI!~ TO THI!!! CONTlltACTOR eTOILNI!I'I:I1J~T, A. 8E !lI!f1ITTED &"1' TI-II!! GENEI'UL CONTRACTOR IN UlRfTfNCs TO AItCHITECT AND 8E 01' !l.FFICIENT DI!TAIL TO J~TIFT ~ COST~ WIT ... IN T .... !! ()I DAti!! Of NOJIfICATICN OF A ~ IN T!-IE &cOr"E OF~FAILUMeY T ... E CONT(l;!ACTOR TO COMPL "I' WITH ~GlUIREI'1eNTe WILL ~ VlEu.E.D BT CUNERIARCHIT1!CT .01.& A ~.~ CI-IANCSE "'" ne 6COf'E OF TIoIE ~ AND WILL ~. UNOEIOl ANT ClRO.H&T ANCE6. eI! oeLiC.ATEO TO 1Ii£~ COHTRACT~ I"OIIt ANT APOlTlo-IAL C06T!I l1.l-I10< HAT '-lAVE eEEN ~OJIItIIII!D TO COMFt.I!TE ne CI-!.6NCioE IN TI-/I! """""'"""" e. 8E AI"'I"IItOVE!O 8"1' A~I-IIT1!CT IN IU'tITING OR VEIII.8ALL "I' Af"PIOlIOVED eT .AN ~ ARCI·IH·l!CTI()Il.NEI'I: Rl!f'(I;£earrATIY£ WIT ... UlRfTTEN AI"F'I'WVAL TO ~IATEL "I' I'OLLo.u (=RIO(I;! TO CONTIOlACTOR COI'TENCNio WITH ANT I!JCA( REQUIRED BY A CHANGE OIiDER Tl-E PINN ACCEeTANC.f ~LL BE BT 0II.NE1lt I) IIA-EN THE CONTRACTOR eELIEYE6 TI-I.AT ALL CONTRACTUAl.. II.IONC: 1& COHI'"'Ll!lI!O ON THIS F'ROJECf, TI-ll!T 6I-I ....... L 60 NOtiFY THE 0\Lt0£R& IQEP, IN Wi'i:ITINCo .AND P·E 0\Lt0£1OllIo REI". e!-IALL lQEePONC I"'IQOHFtLT Win. ACCEPTANCE OR A III"'ECIFIC LI&lINCi 01' DEl'ICIENCIES CONTRACTUAl.. I!X)!I8( 6I-IALL ~ DEI!HI!O cc:::t1~LI!TI! TO A D~C.Iltl!l! ~ICI!!NT TO I"'l!IItMIT OI.INEIO; TO COI"'MENCE INITIAL OPE_TION. 6C 5~AL~ INCLUDE I&!IJANCE TO OUNI!III. ey TI-£ CITT 01' vALID "CERTIFICATE 01' OCCI.F'ANCT· ~,oI.T ,oI.LL PAST • ~NT UTILITY C~APiGE& n-IEN T~R ..... L FVT\Jp;£ UTiLITT CHARGE& TO, I>!A6C &.AFEW4T UTILITIES WlTI-I STORE. TO. PD eox ~l. PHOENIX • .A1O;1%ONAe6I!I3&-~' GENERAL CONTRACTOR SCOPE OF WORK ~VIP£ LAeOIII.. HA1l!(I;!IAL. EGlJI~T AND HlecELLAI4i"OJ& I"'!""IT!I TO COI"Ir-LI!11!: FACILlTII!& .01.6 Dl!:LINEAlCD ON TI-II! REl'I!IiIENCE DIItAWINCioe. I!JC::>R< TO eE CO'1I"LElCD -TUIIIN KeY' JOe 1<1 Ie TO INC~UDI!, euT NOT LIHITI!D TO T"'E I'OLLCII.'NG, l &ITE DEMOLITION REQiJIIIIIII!D TO IllECElVE ~ AS &eT FORTI-< 01'0 TI-EREFERENC!! D(l;!AWiN5S 2. COH6TllU:;TlCiN C. A NEW Kloe.c:.....,.,.,. I&LAND&. C~ .6K) ALL~H::O~ITEELE!"eo/T&. 3. CGII'oI6T!llUCTION0F1..NOE~6T()IIU6ETAtf(6.~~NGAI'O .<I4-L Rl!!LATI!P &ITE ~ !NCLU~D IN T ... E REl'EIlt&lCI! [)R<I,WINGo6. WOfIC m E PBrOFt.4ED I!Ff 0WtI!f!: AM) ont!IW I. &I6N PER"11"1NG AND !N&TALLATION. 6C TO ~IDE ELECmlCAL CCNECTIOt..a& AND ~TIOilJCTURAL &uFf'0Rf (1!lI'tAC~ ANC I'OlJ'OATION&).6K) SI-OALL COORDI"'ATE 6OEPOLI! ~TI-I &IGN CGl'{TItACTOilt 2. OUM!!It AI..o 0f!..E~ ULL I'UlltNI61-1 EGlJII"t1ENT ,01.6 IND~ATED ON I"L~ 6C TO IloISTAl-L A~ ..oTI!P. 3 AN I!NVIJIlICN'IENTAL A&eI!:&6I1I!NT MOe III£t1I!DI.ATION 0= CONTAMINATED &OIL6. G!ItClI.I-ID WATEIO; ETC AtIeOCI,oI.TED ~T'" TI-I16 ~Cfl-lA& eEl!N ~~.A!ltED eY E~1. NOTIFT E,.I·& TI-OCM HORIN • (41!-) N'!I_4,41 eEFO!O:E PII!OJEct 6TART up, (Do PROJECT INFORMATION .... """" &AI'EWAT STOll!! "~N!4T"'&TfIt!!I!T ..e:NTON .. WA~'!I-~ STORE PI-IO£ "2!HI~.-~'D DEI"IOlfTiO'IOf' E)(18TNaoI".ARK1HG AND OPi!IVEWAT& AS IIII!QUIRED CONST~TION CA't.EWKloeK.~TlllJCTJOt<jC1l-i'EW CANOPT, R.t1,. I&LANDS AIt? ALL AMIOCIAreD eML SITI!! Dl:v!!LOI"t1I!NT A8 INCLIDI!D IN THE ATTACHED OOCU'1ENT8 "~1'U'1eI!Jlo ~-e.t>'D-ItO" CA -COI"f'1I!~IAL ;il.RT£RlAL HE <111-1 Sf CCM"'E-=:IAL cc:lRRIDOI't !<IE 4T1-1 ~T 8IJ&1NE&9 D~mCT OCCtPANCY Ci~ , KloeK • C.6NOI'"T-M (TTPE IV) ~II!: ~I I~ _ A~LoweD USE IN CA %~~ cc.H&nr.JCT1ON TTf'E, II.14U( IN KIO&I(-M (TTPE Vi ""-""""-, ...... , (PElt TAeU! IIC" ,OC, ... """"'" I-lEIGI-IT, f~f TAeU! NI) """""'"" _., ~..,.. ... __ D ,""""""p "' .... , ~..,.. ... IIII!QJIIIIIII!O CANOPY _ 2"~ SGI FT KI01lK _ I,.4.-SGlFT CANOr-T _ 4 &to!Q.IES OR"~' KIO&I(· ) STOIOlIESO!Q.W'>' ~~:"i::==~:~ ~W: I~":::' ''''''' I'ACTOII!: 1'1/.01. -+-NIA. ""4... "e. 3'-e" ENflltACE II!XIT ~ !"EET fI.IE lIII!G!UllIi:EO EC.R!!S6 UJlPTH I"EIIiI SECTION I~J 01' TH!!: 18C PARKING INFORMATION I'OEGIJIfIIIP TOT.<14-I"~. 6AF1WAY DEYELOf"t'ENlI"£!i FOENTCIN COPE A MIN!H..N 0= ~.4 ,-ell!: ..", !GlJAIIIE FEET Of NI!lI'LOClR AIIIE,oI. ~~: MAXI!"U'1 01' IZ'b ~(I;! ~ &GIJARE FeET 01' NET FLOClR SAFElUIT ST~ NET AREA • 4 • .)& i!>Q\JAI'Ii£ FEET (423/Ho 1IIN')or,,4) • !1IP MINIMUM !iEQlJ!8!iQ I!HAI I f! 151 • EXISTING So./II'EWAY &T~ PAlllKINCs ~TALL& 1. • STALL& REMOVED F()!IIi: RJEL ~AD 3 • EXi&TINGo ~AI'EWAY &TALL& M:T A&!DE F()!IIi: I'\£L KIOeI( ~E~!UUINClo fMl'EIW\T STORE PANIC".... (OVE(I;! HINIH!.I1I"EIIiI ,- \ .~ I'"~ING lItI!aJllII!I!!!D .AT FUEL ~N> PAIOlIC:JNC" REGlJIRED, I SPACE. PLU5 II-!.C P~1NCo PIIiOV'IDED, , !FACti&. INCL. I H.C. LANDSCAPE INFORMATION III.I!GlJIIII!I!!!DL~t.tIol"'I!JIt ~.~ICATION MUTING ~e ~;;I=~~~~TON6IrE 6TlllEET lIItEE6 REGlJllitEO (ON eiTE 0!It: IOIOW) 1!lo!oQ FT L~FEIO;I"AI,I;lI(N:> !;TALL REPLACE EXI&TI'II::lo LAN06CAf1NGo WI &IHILAR >., .J . """"'-..... ,' . ':J.~.--.~'?l. i··1 ~ --.... " ~\I I itilf;w '-.1 0 _fill ~.~ ~ -:"", ~.( :!" ~ ~;l ... ~_ ~: VICINITY MAP -----tcAUi,~& SHEET INDEX <SEPAl C ~-lel &.A-U &.A·12 &.A-I" &A-:21 &L-U &L-12 LA-U ,., ... EXIMI"':;' TClI""OG~C t\lRVET NOTl!& EXI&TI"':;'TOI"OO~IC&UltYETPLAN &cI-lEMATIC f>ITE • UTILITY PLAN DEMOLITION PLAN ENL~EO NOTED SITE PLAN ENLAAGED DIHEN&I""'I!D elTE ~L.<IN $11E DETAILS LJoNO&e4PE r-\.AN IIIIJIItI6ATfCl'lI"LAN LAI..o&C.I>Pe ANALT5j6 KIO&l( PLAN!; I ~I-IEDULES I NOTE6 EXTElliliOFO: ELEVATIONS I 8UILDINCO SECTION8 CANOPY' PLAN I ELI!VAflONe PROJECT DIRECTORY O\LNI!IItJ{\oc.IU &AFl!WAT &TO!II:I!e INC. """" .... ..,., ELECflltlCAL, -CON8I.LTNEJo, ... -""""""'" 11.1 I_4T1-1 eTIitEEf NIl: eeLLI!\lUE,lUI~ T!Li425J""·nl3 FAX·(42!-J45!lo_"!;lotl CO"ITACT, i-IOI'IC.A CHERNe.. INFOIe"I. He 12'~ l1eTI-I AveN.JE NE KIII<KLAND. WA&HINGoTON Yell'" TEL, (42&)&21-11,,0 ~'T~~~/ :":~eg"~EAN ~D~TANTe.LLC IIi!l&G!)'!I NE QII!lT~ 1"L,oI.C! Klfle(LAND,II.I4'!1e034 ~~, ((!~;~ :~:=) CONTACf JAMES V ~16O'< JAY A MA6RUDER I8l1.EeT FULTON &l!AHLE. lUISI-IINGTON. UII~ ~~,((~~JI ~~::~; CO"ITACT.JAYl"IAGotlll.Ol!lI!: ~Olea.E etc.N:E~.INC. l!; CENTRAL WAT. SUITE _ KI*LAND, 11.14 ~33 I"I-IONE 42~·e&'-1'!IIN> "AX 41~-4""-~1 CONTACT, RO"e A DleeLE. PI! ~NI!'8E&lWOI'itTl-IRCtT1EL,INC. ~kroTON.WAy,:j1) ~r)64>J-''''&-1'ln ~AX ()64>)-4~-,.n CONTACT, c~e 6ALLA6I-I!!IiI! ABOe6EIN ENCSINEE(I;!NG ~. 1e44114T1-1AVENUE N.e. eELLEWE. WA6I-IINGoTO'I ~·4 TEL,(4.a.)462-'3441 FAX. (42&1""2·"'~\ CONTACT, c.A1In' WOMACK c.&.~I6NCOfPGIIIUTION .103 NUJ%t" 6E ~~~~~r~t'~f CCNTACT, CI-lIOlI&TIAN &OLTENDIECK ~2:T~~~glil! &EATTLI!.WA '!Ie1)4 TEL(1_J"e.·)~ ~~~r;t:.).::-::. DESIGN CRITERIA LIST F'E1OlM1l ..u;;!15DICTION CITY 01' IOlENTON 8UILDINCio CORE. 1NT!!,......TIa-IAL euiLONio CODE ~, I!O MECI-IANICAL CODE, INTE~TICNAL HECI-IANICAL CODE l£Ie» ED PLlJ'1elNCi coos, \.N!1'0I0lM F\.\J1'eINGo COOE 21N'3 EOITIa.. ELECTRICAL CODE NATION,oI.L ELECTIiICAL CODE 200'2 EDITIOH FII'tl! CODE. INTEtG:NATIQ\IAL FIIII£ CODE ACC.Ee.!oleiLllY, 1,IIAe. ... t-GTON STATE REGULATIONS 1'!1'!16 !IlA6I-IINGoTON STATE ENE(I;ISY CODE WA6I-IINGTON &TATE VENTILATION IINDOOIIl AIIil. OOALITY COOl! ~ to o o • OJ () wO> ZZZZ -QWo >-~~~ «15..:-~J: ;:~~\Q W~-~ u.l5-w «VlN::> CI) :: ~ w III ISSUED OATE: 08-08-OS -II I~ l ilt;i::l ~~~ ~8 g-d-i ~m ti~. ~a:: i3g~ ~ Ig:-.t~ ® ® ® CD •• lill! lill! Iii iii !ii I iii i II! iii i l!' II, lili h' ~ l al I I ' i l pHI! i I! I I I I I jll'm I Ii 1,1,,-1 i!I!' li.l ! :!idi i! I II !I ' I . II,q' .. I !Ii i ! 'i I , • , ® ® , ® ® ® ® , ® , ® 0 ®® ® Iii III! jililili 11111 Iii II ill II ! ilil'H I Ii HI !11i 'III. I~i!-I-ilHi ill! I lill ji!i 'ii j • l· ii, j i il!!! 111,1, I ii, i 'I!!' Ii • 1'1,1'1 • I 'I • I' ii, i :'1 l' II~ I-! :1 ~ i i, 'I:! H!' I I 'I I , , ;.I! ~';I • I "11 , lib iii I I I, ! i i i i -j'j "!iii I I q. I I , I I I I I I I I I 1,:1 iii!' I I I'll I !Il~ I I! !!I !I! I II! I ~i~ I I I ~~~! i II~ii!ll I ~ -j '1=;1 I iil~111 j.: I . il'll 'HI "III I I'" I ! 'I:i~ll II~ ! Ii I II II ;i II.!: i !!i 1111 . :h I III, I! ji 1"1\ I I liil iii. Ii,;: , II ~! -Ii I, !i II II. ' , , , I /! s , SAFEWAY STORE NO. 1468 -:,.. j ~ ~ i ,,~ ... -:::-. f I , I , I , I , I , I , I , I , I 'v" , , , /J 1 , f ;1 I "RETAiL SHOPS" l-STORY CONCRETE BUILDING 41,488 S.F. r-------------'--- , I , I , I , I , I , I , I , I , I , , !~<f ,p ,,' I,." ." 1"-__ I j OR"""" SCAI.£ ~-w--' =d (,,10:') l_·lO ft. I , I , I 'w l:ib iii (' I / 'Z~ 1.==:-1 lOt') Z.:l- ':J I /: , I sw174SE:C 10, TWP 2JN, R'CE S[ wJJ. Y STORE 1'10.1468" .~ 6~~~;fE;~ BUILDING ,,~ ,v ":J",~O.l' '\ QJ~&'" o -J" q'l' ~<V~~'I~' 0'('~'v ~~fr ~ ,.-.<v.;;;:. ,,0 " L ----------, ---~ .. ~.~.----&t-.t"-.:;;;;-, _~ ___ _ H u i!=~ :t: ...... ", .. oISiQ S ~~6 ~ g~r ~ ~;~~ m ,,"'.,. «<tIl IX) ~/ l ... i d :~ z z () W/ ~~ (f) r In ~ : W" "-. « 1.1 (f) KJY!JAl g ~ I", 10' IIi/cB/o', ~ -, '} .. ;, .,,. .. ··· .. ···~-r~···-·"··-··, .. ~ i i :, : I, .......... ~._ .... ~ .... j f' -t~ ! I' \' : ~, i I I , . , : : J: :.: ....... \.; .. <.;.~~ ~ i1 ~ ~ -- ------b-i q SW 1/4 SEC 10. TWP 23 N. R 5 E. W.M. ~ t--:.",.,~,\\" , -8r~-.'.':~ .. ::o,'sm: BENCHIojARI( N04 , TOP SweASE eCl-T -'" --1'~j9iT2rDARD --,). ,,-- r'~ 1" , "'+- '7':~' ~"-'-"~:::"r"2~;:~~~~-7::=~::~ ~-.t~~~iif~~:~~f~~~;':;~~7;;,:~~:.~o'S~-=t·:¥-=~-=-~ N.E. (S.E. ,"'L:,_"J:"£Nl ~ :i.~&....;':::~; "-~_i~';'~ij':\) 1<,' ~v.'7905Q<_ --~~ -"==-~'~~--C:~:j.: . .t;.~'--l":.~~!-= __ ~) __ ~_~ ~""~~"j~, _. ____ ~,:. ~"'il ---~~ 4TH 128TH <'_c.,_".'!: STREET STREET) \"~~"l< _ -··-~tt" ",p, -'~--~~SffLH "'~u .>I'\~'.,. ----- -----. .--------~-wtR: .i:::;~~~;,;,,!, ::~~~~:=:;-J;~\~= ~ o z (SE 126TH sf.) SITE ~::'I MAPLEWOOO V4llC)-, '-"' GOLF COURSE 169 ROAD ----, VICINITY MAP N NOT TO SCALE PBO.FCT NAAHAD\!E This proposal is for the construction of a fuel facility (gas station) on on ex,sting pod with,n the eXisting Sofewoy development. lhe pod has all necessary ut,lities available adjacent to the development. This construction will involve the following utility connections, SANITARY SEY£R: This faCility will connect to the existing sanitary sewer lying west of the area of construction. DOMESTIC WATER: A new 1" water meter WIll be provided for this pod, The meter will be located In a landscape planter and new connection to the kiosk will be provided. A water service will extend from the kiosk to on air/water unit for the customer An approved bock/low preventor will be installed inside of the kiosk. STORM ORAINAGE: A storm convey<l'lce, detention and water quality utility has been prOVIded for the overall development and sized to accommodate the improvements to this pod The existing storm sewer s}'Stem will be utilized for conveyance. The following is being proposed to augment woter quolity Storm runoff from thaI area Iyirg beneath the canopy will be collected in on independent collection system (catCh basin) and discharged to 0 5000-gollon capaCIty holding tonk This tonk will be provided with on Internal alarm system, which will notify the operotor when the tonk reaches 80~ copocity. At thot time, the tonk will be pumped by 0 pflvotely controcted pump-out firm. t GRAPHIC SCALE ko-.oW-J ( .. m:T) \nC>l\.:zon. ! 'i .1 '" ~ a~ ~!:l, ~na e Sh~l E3 ~ ~~~ 00 H UlU OiIAitNBY: .. co ~~ cj Ed~~ OzLaJ .. z~",I!'!3 ~~~~~ 0::3(1)..,.(1) FSi>-",>-~ ... ~z~ ~Lil~8~ :::><1")< [L (I)"" (I) ~~ ~~ SHEETTlTlE SCHEMATIC ...... SH[[lNO C..sCH e o m s:: o r =i (5 z " r )0-z ?g~~ ~M~§ I ! I~ ~ ". @. ~ ~~~~ e~i~ .. m.. ~_ ~ ~r~o m2. ~en ~~-<~ ~t:;;o ~;, 2 m'~~ ! .~~~ o~ • ~o ~ ~ .: !:~~ ~~r:::: ~~~g ~~~~ !,:~ ~~r: ~h~ ~~,Q ~~2 ~§t ~h ~~~ r~ :~~ ~~ g,. r i n ,I PROJECT LOCATION 4300 NE 4TH ST. RENTON, WA 98055 ; ~ ~ ~ .. .. I i ~ ~ ~ ~ ~ m I ~ ~ Q " . ; ~ & , ~ ~ ~ I I ~ ~ ~ ~, , o~~ §~~ m~ ~~ ~ ~s~ n~ :~ ~ ~~ ii i _m~ ~, ~~ 2Q~ Ml ~~ ~ m~ ~~ ~§~ ~ :l m-~~ 00 ~i ~~ ~~~ ~i ~. 2~ 0 m. o~ , ~~ 26 ~j ~, ~IR~ ~~ ~~ , W §~ .. -;!:r: <Z ~o ~~~ ~ ~m ~~ 0, ~ ~§; 2~ ~ a :::..-__ ---IU . 0 . • • • 0 = • . . 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': " __ " , ' -"--o{' iJ~lf~' -----I tj~'~~J~""ij'7'/:1f-', i " __ J~~~~~-~~E'~~'LU:'~~~~:~~~:~~ ~< , 1 • .£", .. -0" , 'L 11,,,- C , rl' I, , c~ ,___ "-o -.IJ _0.-_D b -u__ , , , _____ '\, , rl -0 ~_ _ _ _ _"'.. _"j ___ j_ ~ '. o - -'1 -1;1 l '0 0 Ll --D ~' A ____ . " n- j TI Trm rr H __ ~::'~-~--"-;c-:C~---"--1r---_=--<'T ',""" " , C]::)" I, ' 1 '-----+-----::::,,'¥--t-----l I, -t-[ :" f --~=-.:~-r -~J -_ i :------------=E:::::::t::::"~---,,"+,, -, __ " :i -=-----' -:f, ~ , I i~-__ ~ ,. .. ---------, '-~f '" , it '-, , __ I ---JL I, ~-J I ,~--'I , " "', _, I , , ----=~~r==' I :--'--1'1 , I -I I_._~ r ________ ~=_ ,~~,_...s~--____;: :---+, , Jl I 'L__ -~,T ,-+-~-i-': :---II --: ,U I, _ ""L,-"---t1------[----+: : -e'l T I I I _cc: _, __ ::::. , -----I: I -'I _ r I 'r _, -,-I --I ~ -i-: l_ --I, , 'c-I L ___ "__ : : (, '" --', : I, " _ _ , " -',---+:,: ---:' +, ,-L: ' __ ,__ ~ , : ' ------l --,! "" , , , "_ _ 1_ ~_ -__ =L_ J\ t: f , -c-.; 1 'II 1-,II --r, r Ui " ,.Lt,:-_____ I ' ," I '" "-cc1!= ~ I I :-_ ..... "1'''' , , --+------, --: :------r-~I--:: =-I::-_~ __ : : : __ ~~ 1~ ____ )._~_~ __ I_ ,_ ' , L;' " , _ "'~" -----r -----', '--1 " _ I ii _ _ _ T I _ --~--~--: i - -1: ---+,:_ :_ \ : <1= b ~~,~---=r=---; i : -1 :i - -1 - : -I I, I 'I ~ c I, - -I --_i I: :1 -I ttt=: ' : L----;r-I r J I ---', ,-" ~ f -" '" If~ ~IL - -" -,'" " , ':--~'~ ------'-----1 -I , ,--"V". ", "-, ,_,,,, _ 0 TI -~ -t= -~, , , " --I: '~ -, , I: f-, -, L ___ -TI _ 0'." e, , , ~-'~ --i: i I----i+----~ L---"--I i -H-: -b I' II t-' '~'--"-' I I . -II -.. _ _:1: :-~ , , I -<F=o " --I --.. I 1--1 nl, 111111111 C': ,-j,1 I", ., ~ " ~', '~ I, A ~"I '-1_,+_, : -L-r~'''~ I I I 'II i! ':'-, . I I ~ " ILL::~::'=-__ =-_-~_ ,_ _ :~)-€i , '!..-,','," ---'--'l/~'Z\,-I~ -IC::::~ i~i()::;::U~<>~~j;<.2'_LI, ,i,li: Ii' I /1 I 1 I " ,I -'-(,,, I / ':CC ' ~ ,i L r L,,:~/ @ p r'j .~ , '/ ~ ~ "r ~_'I;, I" ---"'-'~-" l ~ , , -I--, I ' ' <'. -"", ~~~~" !! --=h 1-II i HOLL.YWOOD vIDEO WATE~ DISTRICT pUMP HOUSE <~ I -~I: :--b' -":: ~ ,~tJ ,. I -+-~,-@~ :. ~ L~~~-i~'" i I : " : <:;~ 1:: ' tJ ,-, , 1;0 t3 ---'ce'c: :::'\~::::Ff~' DC"!~'~=~ 1.1\-;_-p~ .1 t~.eJt-'-} __ _ L~~-'l''--',~ __ LL_. 5C"-lCKS PAPA MURA-lT'o KEY NOTES 0 1'U1ItN~, ~~~. GC. GENEIliAL CONTRACTOII!: O.OTI-lE"IIt Ill. RETAILEI'iI &u!.!I.4I'eJ,IAT ~O~)( LAND~A!leA(&I-LAOED) ~VI~~~I~FO!ItTN1EANO ~o I'\J£L TAl«E1'iI TRJCK PAT~ (OA~D)-~::~;~FLJEL elJl'"I"LlEI': F'IIitI~ TO I"'ROI"06eO!lITELIG .. nIlolGFIXT\JlO£.~I!. FO..ND.ATICN AND MLATED eELOW GRAOe CO"IDUITI ~ ~!i,~TI'I:ICAL DRAWlt<6& AND ~,n-~ PROP06ED ". CONCRETE elRel (SLANO • eee ~1F&_f> FOR DETAILt. SUJIOC ~&ED C:;ASOLINI! I'I'YL.ON &lc.N. ri"'ROVlDED BY Ol~EItfI) GENERAL CGWTIltACT~ to ~ IeCIIJIIa;O ~III: AND CONT~ to t.o:loN LOCATION 5TOP l"1AIOI(.ER SEE & I 12 1&,01.-22 !I'-f!" ~ !I".iZ''' LEVEL APPROAC~ PAD PEl': ADA ELECTRICAL MeTER VEEDER·IQOOT ove:~rLL AL~ • ACXNOULE06E 6WlTCf.! ~TED TO tHEEI. ~T WI 2 BO\..LA~& -e.EE DETAIL'!! IF6_4. GC c.c F'RQPO&EO I"'AINTEO PAIIOKINC"s 6TIIII1"'E61 i-IANOIC .... P • &YMeoL.46 61-4OJ.N. SEE II, &.161& .... _21.FORDET .... IL6 Acce:SSIe!.1!1 i-IANDICAP PAIlKINC"s ST,6,LL SIGN. 6!1! l,lf!A_21 I'OIIt DETAIL! EMEI'OICoENCT ~T·OR' !\UJITCI-I • ,6,LL CONDUIT TO !IE MlDE Of-WALL eer: ,01._3 TELEFWOI£ -6C TO RlI>I fi;!EG:lJIRED POWER AND PJ..IO:'<IE LlNI!S SI!I!' 6,01._21 I I!LECT~ICAL 61TE Il'LAN FOR ADDITIONAL .... 0111/"1 .... TIOI'<. ~D!J'<D£~!T~ TANKS,I!.I&TJI c;a.lCJi!ETE 6LAe lleE !'P-I FOR FUEL ST6TEH I"'!IIOV1DI! ~11ItI! I!xTIt06UI!II-e~ .... T 1!,ACIoI1"lI1I'" ISLAND COLiJ"toI ~1l-I A RATINC"s OF NO LI!1lo6 T!-IAN ' .... -2",C ~~ ~~1It t>-lAN ~4' .... ~yt! FINI&I-IED 611lADE eu,I GC LINI! OF I"'!CtOI"'O&ID CANOPY AeOYI!. (,""DDEN L"'II!J. ~FEWAT LOGO I 6TI!;llPE LOCATED ON FASCIA iJ'D£~ &EF>AAATI! CONTIUlCT, (iG TO CO(;II!;lpINATE ~T!-I CANOP"r ~IEI!;l DIJRINClo CCN6T~TION 6TAJCl"IJIUJ. STEEL CANOPY COLiJ'"'N !EI! C.4NOPY D~S. 6CTO~DI!I'OOTIN66UJ1~ eOl.TS. COOI!;lDI:'iATI! WITI-! CANOPY SUI"'I"'LII!R ~O t"U.."TI_PRODOCT FUEL DI6PEN6EI!;l. GIUDE seE FUEL &Y6TEH ~& I'OIIt DETAILS CONCIltl!TE ~ILLI!D &Tl!:I!L !"'II"!! ~L~. eel! OI!TAIL [l"'S-~ I"IItOP06ED AI~ AND WATER LOCATION GC TO PA:O'VioE I'iiEQUI!CEO !"'GllLeRi WATEI!;l TO CONCIliETE PAD. SEE &A-211'011it HOIIitE I~AllCN. ~D CANOPY CONCIEl!! 6LAe -!l!1! Si-lEET& !)A-2l. Co). CA_I I I'!I_II'OR ~ATION ~C.4HWlTi-IIIMNOOWWA61-16EI'tV1CE. ATTACl-lWlT!-I l.H&TlIUI .46 LOCATED ON PLAN STI!;lIPEO PEDI6TI!;llAN W,6,LKWAY -MATCi-I DEv!LOPMENT 6TAtCA~6 ~D DIRECTIONAL ~ _ MATCl-I EXI6TINIG DEY!LOFMENT &TANOAIIIO& FOR &lIE ~ COLOR eEE DETAIL I0I&A-2l1'O!i! MCl'M:: ~ATION. ~D.6.6Pl-lAl-T_6EI!!!I/FfI_&leoIL&II!I!!'*01U I CIVIL &l-!l!I!T& FOR ADOITIONAL IJ>F~ATION. 2<a 6CteW 6C~ EXI&TIN6 ID 616N FACE I eA&l!! Ili£Vle.EO !"'Ell!: C.6. &16N& 6C TO i'U'I ALL II!I!QJIIltED POLI!IIt .4HD <,ITILITIE6 F~ 1(10610: TO EXI6T. &IGN LOCATION. PROf'OHD CONDUIT TREl'<Ci-IlN6 _ &EE Em ~OIII: ELEC"tl'/:ICALDI!;lAWINGoS I'"l<0l''0&£0 FfEESTANOINGo \ll!N"T PIFE ON Si-IEETF!1>-4. EXI&"TING PAlltKIN(. S"TiIitII"'ES TO IltEMAIN _ IQEjDAINT AS !CEG:lJlfiiED ey DEMOI CON6T~TION EXISTIr-i6 L,oIl.Ip&cAPEO AREA TO REMAIN ~:f~~~ Re:PAIR ,01.& RE:ClUIRED BY DEMOI ExlSTIN6 LAI-E 6TRIF'1NCo TO fiiEMAN. =~g=~1?1Z;L~~~6~~:&OR EXI5TIN6 ASPI-I.6L. T PAvtN::> TO REMAIN _ 11££ CIVIL &l-!l!ETS FOR EXACT LOCATION Of' Nl!W PAVING Exl&TNCO CCNCRETE &IDEWAlJCAI CI.IMeS TO REMAIN -~';:~~I':PL.ACe: A& f;!I!QJIREO ey De:MOI ~ , , '" a . g () w'" Zzzz -Qwo >-~~~ «0-<:-:tw;:t~ W~:'~ U.L5~ . <(If)N~ en :: (;j ::::J w CD if Ii I' e m z ~ ~ 0 Q !: m z II ~ z en iii ~ » z ~ ,zl m I ~! ---i 1: wi ---i III m ~! ~~--~~-·I ~ r r= -'--=--0---~-o-- ----0' ----0 I Ip Ii II <,~., SEATTLE DIVISION SM'EWAY INC. I it; 1 1121 124th AVE NE ~~ ~ ____ ~~ ____________ ~~_B_EL_LE_VU_E._W_AS_HIN_GT_ON_9_8_00_5~ ~~ AI~lEIIII~I1'IIE1OTEACT'vAllGt<1 !\"-!\TEMIlUr'I"i.I£D • iteTAl..l.EDI5..-AjIlll-!£1tV 6I<aP _ 6ENI!!ItAl COHTflACTOIIi! 10 ~!'1OJ'oITNCi MC> U1'1~ITIe& -= ...... , I ",; 1 1 II I r 'i----l l ! I ILP~ ~~ , ~~Eft.=ED COHT1'lACrOllllD~DE MOIJ'ITN:oAH:IUTLITI!e ~F06T­!l!EDETAL TWI!o .,,' , , ~~~T~T""'AIV CONT'IUGTOIIi!TO R.LL UN!t I59OIII!MO.HTNCiAI_TEIIII "...,.., \ "'~~TE~&.rI"'l."-,(f"ERCMLI , ~ :f:~~~~K COf'f'ER(tcP1I,IN5I.AUEO =-"~~~~L~ @ AIR/WATER ELEVATIO~ f>\ AIR/WATER SECTION =~"" ... ~ 7!:i:~ew<.~IIIiKi~~ ~UlATER!I.A"l"-(I"I!IItCIVILIME~I •. '" lJ!CIE~'jJ,II,TEIIIIFI"ING$i-IAlltll!TYFE K~'!IOI"),IN5T.Al.LEDeELOWfllillEEZI! rSEEELECTRIC/IIlMETtFGIRCOIOJIT I'lOJTING'UlR:t<.~aJlIIEHENl& t---;::;:·~"-2>".tl'-I"·,;'I".' 4 ~/~;~~l'OIIIIPOL!'R :~~~~k, ..... ~I Q !I lsr-- .,~ I I I~ I ,~ @ AIR/WATER ~. PHONE ~!'_~ L cot lII.ILI( I LMlDeGN"fD _"·!!EEtITEI"L-AN =I"'O!IT f8\AIR / WATER SECTION ~ 15.o1(;!(6Il!:UID,.AINTIl! CO .. ,&BLIIE-- ~-UlDE PAN~ tlltl"E& PAINT (1) ~~$,:~~D I<£i9...ECTIYE / ~ NOTE, e'·eo· ----------- ,.<l1NT Win. m COAT& ..-eUOll TllliAFFlC PAINT, D"" COHTRACTOIIi! TO YE~"-UlTII CITY &lAH:l.4lilOS I5ETUE!NCOAT& f>\ HANDICAP SYMBOL 'ei -" n",_, ,,~-,~ .iOl DESCIII'l1ON I IWU'ACTUlER ~ 6" DIA. ee,-I. ~ STEEL ~L'~T~UA~' I"OSTFOOT'INCo "1 r~i---6REEN~c.te.a.ND 1'I-II6I-!GoR£ENLETTE~ ~ I SOfTct1 OF 54GoN TO I5E NO LESS r .... .AN »" AeCYE ~"'D£ 1 &IGoNTOee:CENTEI'ii£DUJI1 .... 1N ' .... E PA~II>IG &l"'ACE" ) SIGN fACE TO eE NO FURT!-IER TI-/.AN 6"·"" FRGt1 F~l C" ~AC"" PAFiKINGo SPACE .. ~~~ TO V'I!!liiIFT PER Clt..- 10\ HANDICAP SIGN 'ei of) o . :is () w'" Zzz -QwB >-~~0 <t is .c ;; ~w~~ W ..JN< ~~3: u.L:5~' <t(/)~~ Cf) ~ Gj ~Ifi ;I~I ~ e: ~i ?I~! ~I~ ..J ..J W m !i II Ii II -I :II m ~~ "tI r fF > ~J Z ~r -I .~ Z 0' G'l B 0 ~~ m -I 0" ~i > j= ~" a ~o ~ I I ~! -I I (J'll -I /lJ m ~I i~ I 1--, 'I,·' 1 ------ -' - ==:-.- l] ------~-- en :I: :II c OJ I "tI r > z -I z G'l 0 m -I > j= " , , ,> ~ ~i ::: '"i~ ~ F. ~ ~~ ~~ . ~ ~-~- "tI r > Z -I m :II ..... ·en is .m ::E > r " -I :II I~ =i 16 z 06-02-Q5~WEElING bo SEATILE DIVISION -l ~ 0l!-08-0~ ISSUED FOR S[PA REVIEW 'i"o 1121 124th AVE NE ----------~.~~~ BELLEVUE, WASHINGTON 98005 I·_n'~. 'SPFBNAY INC, 110 I O"',,-O"~"''_'E'' '" ~,._" g:;;, ~~ ~ ______ ~ ~ __________________ -J -I~­ [---- (7~:_1_~7""""";'~\'1 ~~.--=--=-==---.~ /. //,~~~~~=l---"" /.y -,-~ /. /;"/' Y --~~ ------.:-- /. //'.;-'" ....-:;/y/' •• /./y:';. 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QI) RAINaII'iiPINO-&AI1·I"'R&-III'I-I,1¢IGI Q,. IUoNelI"D INf>.SAH-f'II'$ -121-1, I2Q _ fIIIA,INeIRD 18fi-&AH-PR& -I~. laG _ !'iIAINel~ lefi u.ve !6T I'IOZZLE& @ YALvENI.I'1eE~ ~ !'LOW IN 6ALLON& FER Mn.uTE ~NT OF-CO+IECllCW . YE~I"'Y WITH LOCAL WATER ~OER --CLA&&-2H PVC LATEIIIAL& (eIZE AISHOTEO) = = ,,-&CoH.'" PVC &l.EEYE [9 o RAlNel~ E&P • ",LX PLUS A~TOHATtC CO'ITRIOLLEIIil 1QA1!'Ie1l'Cl I""'·PES I-REMOTE CO"ITROL yALVE l:::. ~~~ -= QLIICKC~EIIil I><l WltJQ!N6 I" !1M) XL Dey;!' e I If.-1!5~ I&OLAT~ YALVE NOTES I. I~IGA"I"ION &YlnEM "1"0 COMI"L Y Wino ALL CITY CODE6. 2 CONTRACTOR TO CON'IIOJ1 HINII"U"I ~~:. PN!&&uRE Of' ,,!> PSI ,A.T ) CONTRACTOR TO CON'I~ CO!'I'I6UR,A.TIONCFEXI&ltco IMIGATION &Y&TEM TO .ACCE~ I"'ItOI"O&ED IIItItIaoATION. MAKI! ,A.DJU!TMENT& At. Nl!CI!!o~ TO ~IDE I'III!QUII'III!P COVERAGE a I"'I'tOI"'O&ED~Al\IltcoAIIE,A.&. ~ i , of) o , i5 o wO> ZZZZ -Qwo )-'!2::t0 <i5.c~ 3:w~~ W --'N<i t=-;;t LLL:5-" <(f)~~ Cf) -Gj --' --' w ro ISSUED DATE: os-os-o!'> gt;i~ .. S i~~m ~Q. iO .... '" i=Z l ..Jw 3= ... Q "'z _ w!;;( o z wc) 38~ Jizr I~~~ ~ 1'1 ' ~ ~ ; !~ iI SLAB PLAN -:. _1_;;,'" ,-\~; ~"------'~~. (D ~-".I~ WALL MCUoIT'ED !UPPLT I ,o!.LL DII'1EN&I0'(3 ~ TOl'ACE OF 6TIJD OIO!CMJ. r~Ob • FDJ:,), EXCEPT FOR COI.NfEIOl TOIf" DIMeN&IQ>I&. CGU>lTER TOP DlI"'EN&IONS &I-IOU.N ON PLAN ARE TAI<£N ~ FACE Cf' FINI&l-iEO WALL ~T~~~"" B ~~ ,~. ~~ ,P\.WX4[ ? zt~ -~= ,&Zit'! CEILING PLAN -----,,1'4"'.:1'"="0" 1 ~-. 2Q"f ."" ____ c -I ~ r@ ------in,,·~· -. --.' , -,111 1I .... , l·oZ''' ---.:a;or- '-'T" ~ veWFT-t-__ _1.3'-6 In- UI/MeG'" --- ROOF PLAN ~ LEGEND II II ~~ ~eceNtFIXMO£ - NOTE o &eEA·;lFOIII:DOO!'i!i!GI-eO\LE o eel! A·J 1'0lIl: '~1NCi ANO GLAZING INI'OfOMATION o eEl' &HEer A_1 1'0l0I EQJI!"I'1EI>IT l"LoIN • f>C+.£DULE ADA NOTES. I. OOOR H~ AT ne: EXIT OOOR i5I-IALL ALLOW 000f0: TO EIE OPENEO FAOi"1 floE N6iDE Wln-IOUT A ~Y. 6F'ECIAL 1<:NOiIl.1!06iI! 0IIt I!JII'OIIl'T eo,.,. T\oIE DEAD ~ T AND LATCI--! t-\.It>T IlEnv.GT IIIfT10I A 6t~ ... E:'IoIAND MOTION 1. =~~:H'k.:o;:::., ~AC£ TIU.Nf>ITIOI'oI!I f>I.IALL eE \1"]. l. HAXMI"'I 000It ~ING ~ !I-IALL eI! f>~ Le~ AT EXTER~!o Le6. AT NTERIOIOI:.AND Ii! Le&. AT 1"1_ COOI't&. ... ALL DOOIII:O ~ALL ee EGiUIFFED WITI--! 6IHCiLI!·I!l'I'OItT, NON·ClIRA&P IoIAROILIARE (I.E. LEVER) CCNTEREO 8ETu.lEEN 3D""" .AND ...... AeOVE TJ.IE FL~ f'::7'I MECI-IANICAL !UF'I"L. T 6ItILl..E6 -~!IIl HECI-IA.NICAL ~ ~ (IIIAI-L MO.N'fl!tC IN I!I..!C.RQCt1) 12:1 8-< H ~ (j) MECI.IAJ.IICAL IO£T~ 61tlLI..I! • ~ ... MECI-IANICAL [)f;!AW1No:r.6 (IIIAI-L M~TED IN ELEC ROOM) V1!~T l.I6I-1THi:.'O _ ~It !l..I!C1'!lltICAL DfItAWIr-ICiolS eECUltITY 6T6TEM CAMEIItA _ ~It I!I.EClltlCAL O~1NCo6 IUIITIItOOM I!)(I-IAUST ~A.N _ ~It MlCi-IANICAL D~ 4" BLACK c:ot'lYli'lJOU8 VINYL ~LeA&E • .AR1e~OR ~ ~~7~~ .. ~~&I ~~rAT6 &HALL e£ IN&TALLED • ~~ACLE own.Ele el-lALL ee IN6TALL1!O AT LEAST e,-AeOVE 1 I'.I!oTALL AT LI!A&T (I) ON!! I'IM 1!!><TlNGUlflI.IER. 6. CONf~TOIIlIlololALL ~DI! 61Gi1'U16E "T fl.E E/"ERlIENCT 6I-«JT ~=O=~1.i~\~~':'61!·~~":.~ IN ~D LOCATIGlN8, IlEE "'. ADA NOl'Ef> • ~ r"ROV1DE"· OIE~ TO ALL 0YI!~N:r. CJeeTIlUCTIOI'If> ALC1'6 ANY ro£!IO!OE~TlItIAN I&IALK.UJA,Y6 ITe"'I I'\R't ""I6T GC. GENI!~ CONntACTOI'It O.OTI-ER NO. BY, BY 1<.!.1.c .• NOT IN CONTRACT 6W·SAF'fWAY ". eoLLARD (fYI"ICAI... 01' e) _ &EE DETAIL 12I6A_2.1 UJATI!!II: CLoseT ~IN _ 6E1! f'LI.I"IBII'ICo OU6S. FOI'it ADDITIONAL fNFOI'OMATION. FLOOR &II>K / DRAIN / CLEANO,IT • &Ef F'LI,I"IBII'IGo DRAWINGS FOR ADDITIOi'<AL I~ATION ELI!CTItICAI. STUe UP AlEA I'OIIl ALL <NOER ~ CCNOUIT IlEE ELECTIItICAI... 6I-IEET!> fOIl;! !"lORE 1J,F()IIOMATION I&oI...ATIONIExP~ON co-IT~ .IOIKT AT BUiLOING i"ERIMETEI'ol -eEE DETAIL Ii/A_!\ METAL. TS COL~ I"ER &T~C~L DRAWiNC>::' SAFE LOCATION -~T TOCONCII!£TE FlOOR Pl"R MANUl'AC1URE REGiUIII!£HENTS I'tI!CE&&I!O !>LAB AT RE~T~ AlEA -~OI"E TO FLOOfii. DI'U.IN. &l!1! F"LLl"!eING D~ CGI:'ICIlETE FLOOR !>LAB ON " HIL. vAPOIIt eARRlER ... &EE eT~TUI'olAL D~FOR RE~t«:"s AND TIoIICXJo£e6 !>I!E CIVIL t:>IJ,,6S FCI't ElEVATION C1I' !>LAB. FOOTINC> LINE (OA&i-lED)'" 6EE ST~l\Il'olAL D~ FOR DEI"'TH .AND THlo<NE!>6 ~ 01llA11<.! LI!ADfI'ol LII'<E _ cqt>NECT TO ON SITI! 6T~ ORAII<.! SYSTEH OAYLIGI-IT OYI!..,.LOJJ D!!tA11<.! LEADI!IfiI LINE. IF ALLOWI!!O BY LOCAL CODES 6I!lE CIVIL t:>IJ,,6S FOI'it !ITOI'M DRAII<.! TIE_IN LOCATION. <I~&><I. ~IT_"ACE CONCRETE HA&CNftY 1oN1T6 (~ SILL CN" NOT 6loIOJJ'I FOIO! CLAIitITY) -IlEE WALL I!oECTIGt6 .lIND OI!!TAIL& AOA COMI"LIANT ALI"I'1Itf.J'1 TI-IRE&i-IOLD 1-,. MAX. OIEICiI-lT 1'"ROV101!! LEvt!!L CONCRETE PAO u.JTH 112 6Lo-I! AT AI"II"ItOACI-I (1011 I'L.AIit!I • SIDES)PE!II:AOA. v1!:IItIl'Y CI-I~ IN ELEVATION WITI-I CIVIL f'LANI (f'IIi!OVIDE NC>l-6KlD 6lRAC£) . •• MTL &TUD I"LI.I"IBINC>/ ELECTI'olICAL WALL ..... e>. 3_COI"1PARlMENf &INK I DIVIDERS TO Ie· AeOVE TIoIE SlJ!;lFACE. VERIFY HODEL u.v ~WAY 6I!E FINI6J.l 6C1-11!DiJLE FOR FLOOIIt ~NISloi. ELECTI'lICAI... eE!ll:VlCE ~TI!R -eEE ELECTRICA1-~ •• CONDUIT I,NOI!I'Il 6I...Ae FOIIIlI'Ol.NTAIN Dfltll« LJNI!!~ ~DE TWO 00" eeI<.!PI. D~ DO NOT U61! W" MNDI 6TART CEiILNCo ClII'olID At> DIMEN6IONED. 6Uf"P'"OIfiIT ~1'Il DETAIL ]/A-1. E.lFS &oFFll TO HATCH ADJACENT WALL COLOR I TExT\,JIiiE. 6YF'&lI'1 BOARD CEiILII'ICo BELOJJ ~TAI... IIWOF JOI&T&. .' "~\JOREec£NT LI6I-iT N&ERT IN IOFI'IT -SEE ELeCT~CAL DU66. Ato.O OETAIL INDICATED . •. ~". r-LEXICil...AeO t-MooEL IN 611tiD -&ECUJltITT CM1!!!!tA ABOVE _ eEE ELECT~CAI... FOR ADOITIO'-IAI... N'OIIIMATION 1'" .. ' 6Uel"£NDED CEILh:i • eeE OETA!L 1IA-1 FOR eRACl",,". _ &II« " 6EE f'LI.I'"IeING ~EfT& FOR AOPITIOI'IAL N'O!'ir!ATION. E)(TEI'IlIOR Ito{6ULATED ~INI~ IY6TI!I'1 (EJI''&') Af'l"Lll!D TO F"L YWOOD SHEATI-lINCio _ &l!1! I)(TI!IlIOR COLOR 6CI-lEDIJI...I! FOI'olCOLOI'olCtol ...... EI!T A-3 ~LuOMecJ;:NT LICiII-IT FI)("!l.INi _ I1OJI<IT TO CEILING. NTEIIIlIOIfl MTL 61LL T!t1M • DAeoHI!D LNE NOICATES FINl6I-II!D w.Al...L e£LOoII. 6EE IIINOCWDETAIL6 TO!"' C#-t-ARAPET WALL I'L.A6I-IINC> -!>LOPE aACK TOJJ,.Ui06 IIOCf' PER DETAIL iNDICATED, CANT 6~P -HI! I'olOCf'DeTAIL" eM.JILDINC> PERIH!:TEIit eELow. 1lE6TItOCI'11!XHAIJ6T VENT ~ t-eI<.!I!TIIlATION PER MECI-IANICAL D~. ~1J'"1e1NG v&lT " ~E F"L1.I"eJNClI DRAWlNG6 ) f'I... Y CLA66 ·A· euiL T _UP ~ ~ IItIGID lNeuLATION TAFEI'iEO TO ROCf' DRAIN 6U"1P ~ CRlCXET WlTI-I ~ID IN5U..ATION AT lP\-IlLL SlOE MECI-IANICAI... ct.JII!e !C!OC'F I-IATCI-I (Ar-P'RO)(. LOCATION), vl!IItIl'Y WI' 6TRI.ICTIJIItAI... I AI REGiUII':I!!D BY LAODER I"06ITION IN 1(1eeK. GC TO ~. I 11<.!6TALL LAOOEI'olI"ER DETAlL6 0'-1 _eT A_' ~~~~~ ~. SETON RCIOF a.-1"I!!t COIJ'o{TJ;:1'l TOP Ate 6I-ELVHio eELOJoI (&<-lADED AI'olEA! -SEE NTERh:::IIII: ELEvATlGlN6 ON &HEET A-<I AND DETAIL& 01'1 A-I 6C TO U6E 1.&.6. CA6E~ CONTRACTOR. • ...,.". ~INC> i<OIIt T!tA&I-I CAN BELOW. .. 'x6·><3'''·,....Y\LIOOO"tI!LI!~/II<.!TE~eoAl'U)­F'AINT TO HATCH WALL COLOR I-I05E Ble -6EE A...I.I'1eING OR4u.JNC>6. I-IOTI.IiArE!II:TAt« -6EE !\/A",'.AND F"LU""et.t:"o6I-EET6. TWO I· CO'OJIT6 II!IIJOM POll TO BACK ROOM BACXEIt BOAIOiD. ~DETI/JO"e"eeNDS.D~. DONOTU6E ~·eENOS. COlI>ITER GATE -6EE OOOR ICI-IEDlJ...E >!I·xMl"JQ:j· IltECI!66 II<.!II...Ae FOR ENT~ IY6TEH (~ =-~~~.~~~tZE GC TO I'olECE66 6LAe. 6E1! ~ J .. '" . ~ o W'" ZzZ -QwB '-~>>­~>«(!) «o.<:~ :> ~I W;>~~~ ~-;: LLL:S-. «UlN~ 0) :::i;j 's~~ 1 <3.::0 .. : ~~3: ... ~g~ I~:;?~ :::J w !D II> .. ~~ "lz ~:s, ~Q... !9 w:.: ::> *~~ M ~i I --c-~ ----~-~~tr=;,---=w======;t--:-~~-----'---l. LEFT ELEVATION RIGHT ELEVATION &~. . A-!O AK) ----- @ BUILDING SECTION rJ\ BUILDING SECTION ;J------------~ r:er-\to-.T-IV "'"'I'-eo" o EXTf;J'jiIOR lNeuLATION FlNleIoI f!iT$TEI'I II!!.lF.8J. PANT P-I. HE i!ICI-EDULE ON llil6 et-eET. 1"'I'!!'-CA8T CGINCIIIET'I! &ILl. -SEE .fA.· •. COLOIII: I'".!o. !!lEI!! eo.II!Dl.LI! ON 11-116 &lEU "' ..... If> &PLIT·I'ACE CO<:IIIIII!TE: I"1A&<::!t«T iJ'Itn ..... -~ GALVANIZED &l-ll!!I!!T J"ETAL CAf' I"LA&WING. PAINT f".~ IlEE eGl-EDl.LE ON TioII& &I-EET. J"IIeOv!DI! I-IOOI! ele ~R l"I.iJ"1el!·~ DIItAUJINr:i6. IIiOCf' TOP >EAT 1"\1'1", -8I!T ON I'iOOF Cl.IIe PER HAN.FACTl.RER &EE I'iIOOF I'\.AN Ale f"EC>UoNICAL ~t~ E~ ADDITION.AI... I't'OR'1ATION !'"A.NT to ALI.I11Nl.I'1eLIND6 6I.Of'EC~TEI.F'T06TOIIiiIEFRION'T~· SEE 6LAe FLAM I'OA ADDITIONAL N'OIIIr"IATICN. I!IOI..I..ARD • SEE DETAIL IUSA·" ALI.J"'lINU'1 AND 6LAM 6TOI'OEFRO('! ST6TEM ... &EE eo.EO\JI...E ON 1'1-116 &!-EEl ~T PAVII<o -HI!! CIII1( ... DRAWNI:06 FCIIt APDITION.AL.~AT~ LINE Of-JIOiOCIF el!IoIJND PAR.A~T -&LOI"E TO ORA ...... ee:E~I"L.oIN. FLI..IOIa!6CEMT LI6,",Tm IN !OI'I'IT ... e.H! IItVLECTED ;:~A~C: ON &i-ll!:ET .4., FO!t ADDITIONAL IOEYeAL I"ER £J.I'.&. M.oI.'olFACTl.REIIIt'& &TAlClAIIIO Il<EQjI~e. EMl!IlIOI!NCT A.I'1I'" 61-1UT0I'I' ... !l!!1!! I\U!'LING AND I!:LECUtlCAL 6i-EET& ~OR ADDITIONAl. ~TION. LOCATE I"'ER LOCAL CODE MPaIC'MtAL MEl'eI!1W6) ... IlEE 6TleJCT\IItAL our.& =:0 CONOIJITe~ ~ TO eACK ~ eACKel't tII:OOI'TOI"'~fIIt_&I!TON~I"'eIltM_ I!I..ECTJIIIICAi.. HETEIlit ec»< ... lleee .. MQHr IN WAL ... ~~1;:.~.4(. ~ING6 FOfIt ADD111ClNAL. H .... " ItIGJD H&.i.ATIOI-{ (1!t·21). 6L.0I"'e TO eftA .... I"'ET.4L~JOI6T6_6I!E6T111UCl1J1lA"0I'lAlUNG6 ~Pl! J.I!OX""'I"JTU~ EQJI~T. an ELECTRICAl.. D1IUOIJING6. ~~~~~. lUI.' A5OVI! ~D e\.Ie""ENI>EDCI!!I"N561'1ID ~ DIUoIN.AND LEADI!:"" lINE -CGlN'ECl TO ON enE &TON"1 Dtu. ... &TeTE,..,. DATUCio.~l OVEA.I"L.OW A6 &I-OOIIN ON I! .. EVATIQN6. I!LECTIltiCAL &1\IS LIP. &III! l!"I!CTIltiCAL &lEI!T& I0OIII /'"ION: INI'OI'rIATIO.L "'COWTONGI.IE·DAT"~~T ·I'"NOTIIIIJOI!2" I!IETOIiD FACE OF eulLDINClo Hl!TAL &1\10 WAL" WlTI-II!!I"I..IT·FACI!i CM..I • p.,. ~~~T~:'~. 6EE&lT"EFL~ Cl:)NQlETE FLOOIiI IlLAS AND ~6E CCIU~ r-Ellt &l1IIlJCT'UiItAL OfItAWING&. l'fTl:iItIOfii: I"£TAL. 6TUD PARTITION WllJ.I6TP&I.M BO~ 1"EJIl.llOCt1 FINlIiII-I 6CI-IEOU"E. ~ TOf'" ~6TJlOOM E>a-IAl.6T VEPn • 6I!T ON IItOCf' 0JIIe ~1It H..,...ACT\.RE1it. 6I!1! ~ ~ AND I"'ECl-IAHICAI.. _ET& FOIIt ADDITIONAL. N'OIIrIATION.. ~AINT TO MATCI-II!JP.&. A~"T PAv1N6 r-Ellt CIVIL ~AN6 I DETAI"&. O!"TION.AI.LOCATIONI'()IIt~TI"'\I"P 61-1JTQ'I' -6EE NELN:i AND I!LI!CTRlCAL 61-e1!"T& ~~~~L I~TI()N, LOCATE PEN lit-I' SAn INIlU.. ... TION ~N III"I!CIIK;ATI0N6 ELI!CmlCAI.. ROO"'I PCO\ii:6 • "~T P·l 6I!1! DOOI'iI 6OEDl..LE ON 6Hl;:tT A-2 . • "~COt.IDUIT~0IIt1lOD4Lt.a!6 _ &el!!~00IIII~AH. ~6M=!V~~IN6~L~~Loc;.t.TIQII& ~T 11ItI!~ _LLI! AND IItI!QJIIIIED ~IUMI! • Dl.lCT IoIC)IIIII(.t.IOT 6J..IOII.N1'OR c:t..Alll:llT. 1~·Gt.&T c:oNC &lLl COLOR) MATCH I!X\&TING &AFl!WAT 6TOM " SAFEWAY '" o • :i5 o w'" Zzzz -QwQ >-U1>>--<~:~ ~w;:~ W...JN« u.~~~ .A'L:'iNw ........ (/) ...... :=J CI) ~ ~ ~ ro _ Y·-o2I·~lE6'..Ae -.' ~~....:c, "TP, ~ I---,. r;-~.. "'o'!" Q -------------- I I .. ( ~TYp> . I I I I ~I '" ~ ~-~~ . ) c,-• .., 11/\11 I " ~ I ~ ~! .. I h' . J ~.I L. .uJ ---re! ~,-----,~--------~---~,-, ~-t--------._. __ ~.rC~L\HoI 1" 13····-J1 CANOPY PLAN Er ~ .m ' "~,, ,~; !OJ!! re' ~ FRONT CANOPY ELEVATION ~ I v-\ -J LEFT CANOPY ELEVATION 1Ie" • 1.211 NOTE AU. ~ll!. ~ A/<D I(JCleI{ aIONAG! to eE" oetAN!O I.NOI!IIIt BEPARAll! ~lrIll -ANY &I6N ~TION &wouN 1& FOR ~FEIIItI!NCI! CM... T. ~I~ATE ALL ~IIIMIT& AND CON&T!e.lCTICt-I WITioi C.&. &k:iN&. (2""'_949_'CIW),,"12 __ '."_!>4£1I~) CONlRACfOlllt TO VI!!RlFY ALL UTILltllE& 8UCIoI M ~iIIt, &£U.EiIIt, &tOle'1. WATER ANO TELE~. ""1'1-1 OEYELOF't'ENT c.:::N1"fIlACTOR (IF IllEQJIIIII!OI OUT&IDE PAO..II!CT A~A A.& ~ ON &Ill! ~AN. HI! CI~L PRAWINCo FOR AOOITIONAL OEMOLITION RiEQJIIllEP FOR UTILlT1E& TIE I.F'. RIGHT CANOPY ELEVATION REAR CANOPY ELEVATION KEY NOTES 0 ~ ~ ~;. ~: =I~ GO'IfJUGTOlit O'Ol"lolEJll: !UI.6.oAFEWAY ILL\I"1IH.All!P &AFt;WAY &ICilNACit;: ~ c.e $iaHI, COLOIi, lIED ,..ANTONI! ",7<: FA6GIA &1\JG.O-FLEX, COLOIlit TO HATGW &AFBI/AY '"'''' &Al'EILJ,A.Y LOGO f'E'R G6 &k:iNO. GOI.O!It. !tEO ,..AHTOI'E £I)2C DIESEL DI&PEH&ER COLUMN Gl.ADDINI:O • PROVIDE I!ILOCKINGo A& IlltEQJIIllEP a.UARD I'"06T&. aEE DETAIL 1""&·~. FII'iE I!XTI'CoUI!oIoII!IIt • EAGioi GOLI,M<I WITH A IltATIIIIG 01' tOO L.E&S THAN 2A·2e15,C, MOUNT i';O HlGi-lElI<: f1.I,.tN ~4' AeOv£ FNI&IoIEO CloI'ADE. I !"Ell<: GOI..\JMN • PI'iOYIPE ~OCKINGo I.NOEIlit Gi.ADDIIIIG A& Il'EQlJII'ifP TIUo8H CAN WI \IIII<DQI.I WA6I-I SERV1CE. f>ECURE \LITH !.I'<ISTRlJT 1t<l61D1! ~A6E ON~ LiI'E OF CANOPY A~ ("'IDDIEtO Llt-lEl. CONGIIO:!!T!= DIItIV'I! eLAI!I • S!E 14 I !lA·22 , F& !ll-ll!I!!TI!I ~0IIt ADDITIONAL N'OfIIMATION- KI~ ~c;::N:). I!II!:I!! ~ITEC~ I"LA.N!IANO ELEVATlONI!I FOlIO: ADDITlot<AL Il'FOR"IATION- :~~o CECAL ON ;IC1 FAI!ICIA. COI..OIIO:> IlltEO pANTCM!! !lT~C1"lJIUOL &TI!I!I. GOLIJ"lI< • (~1NA1E IIV &I!&fl.l.l:)RTioIIIO:O"I'1!Llf>I!E$TIIIUC~!IIoII!eT&FQIIiI ADOITICHAI. N'GIAMATIOI't I!IEE DETAIL. 01 c&I COOIIItOINATE ALL &i6NA6E ~ OE.CAL. LOCATI()N& lilT'" 6A"I!UlAT" PI'tlOllt TO It<lSTALl..ATI~ :/~A. EYE I!OI.HI FOIJIIt PEIOi eANNEllit. I!IEE DETAIL TEMI"'OIItAIIO:Y CiIIIO:ANO ~1Nrs BAN'£1It OAYLICloIoIT DOUN!oF'OIJT • PROTMJOE 2' e/:YONO FACE OF~ILOINClo COLOR INFORMATION ~ " SAFEWAY <f) o . 0 o W~ ZZZ -QwB ....... !£»f-::::;;?:<i~ ~O..c-~ ~I wvVl ~--'N<i 1=~3: L5 ~ . <VlNW (f.) ;: ~ . n I~R ~ 00 q. lo~c ~= I~ ~~ d CD "-,~~~ :::Q.~ ~~~ ,ZW "'<5 , Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 Bll..LOFSALE 5'~!~ ..;c;..{. II II 1111 II II 0704230001 CITY OF RENTON as 34.00 PAGE001 OF 003 04/23/2007 09:16 KING COUNTY, lolA I Property Tu Panel Number: 6~D& CO .. 2> D -04 Project File #: ell 5".!/ I Streetlntersection:4'tlAl i UNION I ~~DD ME-4i4t '=:iT Reference Number(s) of Documents assigned or released; Additional reference numbers are on page __ . Grantor(s): ~~ ~ Grantee(s): 1. £A F61A)Av\ ~ . 1. City of Renton, a Municipal Corporation 2. LU}4c; 5 -/0 I The Grantor, as named above, for, aDd in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the GTllJItee, as named above, the fol1owing described personal property: WATER SYSTEM: ~~t Size ~ L.F. of 8" » 12\ Water Main 18 L.F.of (p " '01 Water Main L.F.of .. Water Main UJ--d-/53 1 ea~hof ~ .. Gate Valves each of .. Gate Valves } each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size ~ L.F. of .. Sewer Main L.F. of .. Sewer Main L.F. of " Sewer Main each of .. Diameter Manholes each of .. Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size ~ L.F.of " StonnLine L.F.of " StonnLine L.F. of " StonnLine each of " Storm Inlet/Outlet each of " Stonn Catch Basin each of " Manhole STREET IMPROVEMENTS: ~IUding Curb, Gu~er, Sidewalk. Asphalt Pavement) Curb, Gutter, Sidewalk 'OJ L.F. Asphalt Pavement: \ SY or L.F. of Width STREET LIGHTING: # of Poles By this conveyance, Grantor will warrant aDd defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. OZco/ .-00 Cf.-3 C/'h H:\F1LE.SYS\FRM\84HNDOU1\BILLSALE.DOC\MAB Page 1 • Form 84 OOOllbh IN WITNESS WHEREOF, I have hereunto set my band and seal the day and year as written below. ~ALFORM 0, AcrNOWLEDGJIBNT Notary Seal must be within STATE OF W ASIiINGTON ) ss COUNTY OF KING ) ({~ . certify that I know or have satisfactory evidence that - signed this instrument and (.ut-W>.it. ) ~be.....",_ free ... vo'-Y '" '",lb ..... ""'_ meption the instrument • Notary Public in ~r the State of Washington Notary (Print) My appointment expires~ Dated: " " REPRESENTATIYE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATEOFWASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that be/shelthey waslwere authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of sucb partylparties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: COllPORATB FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) SS COUNTY OF KING ) On this ___ day of , 19----, before me personally appeared to me known to ~----------------------------------~---be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein ':e:t~ed, and each on oath stated that be/she was authorized to execute said i , ent and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print)~ ___________ _ My appointment expires: ____________ _ Dated: Page 2 f ACKNOWLEDGMENT STATE OF CALIFORNIA ) ) ss. COUNTY OF ALAMEDA ) On March 9, 2007, before me, Sylvia Bumett, Notary Public, personally appeared Steven J. Gouig and Karen Elliott personally known to me to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacity, and that by their signatures on the instrument, the persons or the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. Signature , 2$Mct Itur Ilfl= Kathy Keolker. Mayor August 3, 2006 David Dean In Fonn Inc. 12330 120th Avenue NE Kirkland, W A 98034 CIT"l :IF RENTON Planning/BuildingIPublic Works Department Gregg Zimmerman P.E., Ad..unistrator SUBJECT: PROPOSED REVISIONS TO APPROVED SITE PLAN FOR SAFEW AY FUELING STATION 1468 (FILE NO. LUA05-101, SA-A. ECF) Dear Mr. Dean, I am in receipt of email correspondence from Ryan Hennanutz and drawings submitted for building pennit review (B050499) in which revisions are requested to the approved site plan for the Safeway Fueling Station. The request is summarized below. Request 1. Reduce the canopy size 490 square feet -from 3,855 square feet to 3,365 square feet. 2. Move the kiosk out from under the canopy to west of the canopy. 3. Move the handicapped parking stall from the north side of the drive aisle to just north of the relocated kiosk 4. Reorient the underground storage tanks (UST's) such that they are located out of the drive aisles. 5. Increase the landscaping square footage by 233 square feet from 4,536 square feet to 4,759 square feet 6. Revise traffic flow from one-way to two-way entering/exiting the fueling station. Drive aisles on the south side of the canopy would be increased from approximately 26 feet to 32 feet. Site Plan Modification Criteria Renton Municipal Code, Section 4-9-2001, allows minor adjustments to an approved site plan, provided: 1. The adjustment does not involve more than a ten percent (J 0%) increase in area or scale of the development in the approved site plan; or 2. The adjustment does not have a significantly greater impact on the environmental and facilities than the approved plan; or 3. The adjustment does not change the boundaries of the originally approved plan. -------lO-S-S-S-ou-th-O-r-a-dy-W-ay---R-e-nt-on-,-w-as-h-in-gt-o-n-9-g-0S-S------~ t+) This paper contains 50% recvcled material, 30% POSt consumer AHEAD OF THE CURVE , . Analysis of Request The site plan modification requested is also depicted on the Site Plan (Sheet SA-I.2) submitted for review of the Building Permit (B050499). 1. Reduce the canopy size 490 square feet, from 3,855 square feet to 3,365 square feet. 2. Move the kiosk out from under the canopy to west of the canopy. 3 3. Move the handicapped parking stall from the north side of the drive aisle to just north of the relocated kiosk. 4. Reorient the underground storage tanks (UST's) such that they are located out of the drive aisles. 5. Increase the landscaping square footage by 233 square feet from 4,536 square feet to 4,759 square feet. 6: Revise traffic flow from one-way to two-way entering/exiting the fueling station. Drive aisles on the south side of the canopy would be increased from approximately 26 feet to 32 feet. The requested revisions I through 6 (above) do notinvolve more than a 10% change; do they have a significantly greater impact on the environment and facilities than the approved site plan; nor does it change the boundaries of the approved plan. The requested modifications are therefore, considered to be minor. Recommendation Approve the requested modifications 1 through 6 above, to reduce the canopy size, relocate the kiosk, move the accessible parking stall,reorient the underground storage tanks, increase the landscaping, and revise the traffic flow from one-way to two-way along with increasing the circulation aisle width from 26 feet to 32 feet. Decision The proposed modification to the site plan is approved. This determination will be final unless a written appeal of this administrative determination - accompanied by the required $75.00 filing fee -is filed with the City's Hearing Examiner within 14 days of the date of this decision. Should you have any questions regarding this determination or the requirements discussed in this letter, please contact Jennifer Henning, Current Planning Manager, at (425) 430-7286. SiMce ely, / I, , iJ Mu1t/ Neil Watts, Director Development Services Division cc: Parties of Record: , ;f • I ___ ...J r . ;., I ;1]., =' ____ =10 1 .. ~··t· 1 1·-/ 1 1 1 dl I =:[1 1-1 't~ , . ,I I =b";,,==?~d,,,' i=l0-~ , , , '" t----... ~--1-t j , , ,-- , CC-,' j: -I Hi 'Ii I, Ii ~ ii' Iii II' 1,1 I;. 1" ::i ,I II, !ii ": f-tf: '" W :11 W :ii ~ II: I- III d) I!! Iii :Ii !ii I ',I iii l-i, ~ W Z U L I:: ,. March 23,2006 Steve Pelton 3020 Issaquah-Pine Lake Road SE, #266 Sammamish, WA 98075 ~ .... tO( CIT~ JF RENTON PlanningIB uildinglPublic Works Department Gregg Zimmerman P.E., Administrator SUBJECT: Water Availability For Proposed Subdivision of King County Tax Parcels No's. 33455700015, 3345700016, and 3345700020 Dear Mr. Pelton: The west half ofthe subject property is within the City of Renton's water service area and the east half of the property is within Coal Creek Utility District's (CCUD) water service area. A map showing the boundary of the water service area between the City and CCUD is attached. Please contact Tom Peadon, CCUD Manager, at 425-235-9200 and request a certificate of water availability for the east half of the property. In order for the City to also provide water service to the east half of the property, you will need to obtain an authorization from CCUD for a partial release of their service area to the City. The following water main improvements will be required in order to receive water service from the City of Renton: • Developer's extension of approximately 500 feet of water main (minimum 8-inch diameter) in Lincoln Avenue NE from an existing City's 12-inch water line near the south property line to an existing 8-inch water line in NE 43 rd Street. • Installation of interior water lines within the new roadway(s) in the subdivision, including fire hydrants, water service lines and meters. The City will determine the location and extent of the water main improvements, and the number and placement of fire hydrants, during our review of the preliminary site plans for the subdivision. The subdivision is subject to the following fees: • Water system development charge of$I,956.00 per single-family residence or $1,174.00 per multi-family dwelling unit. • Water meter installation cost of $250 for each %-inch drop-in meter. • Plan review and construction inspection permit fees in the amount of 5% of the estimated construction cost of the water main improvements. • Civil plans for the water main extension are required and shall be prepared by a professional engineer registered in the State of Washington. -------l-OS-S-s-o-ut-h-Gr-a-d-y-W-a-y---R-en-to-n-, -W-as-h-in-gt-o-n-9-g0-S-S-------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ;' Pelton/Water A vailabili.,Y March 27, 2006 Page 2 of2 We recommended that you contact Laureen Nicolay, Development Services Senior Planner, at 425-430-7294, to schedule a pre-application meeting with City staff. The purpose of this meeting is to provide you with information on City's development regulations applicable to the proposed subdivision. If you have any questions, please contact me at 425-430-7208. Sincerely, Z::el~~~~~ Water Utility Engineer Attachments cc: Abdoul Gafour, Water Utility Supervisor Kayren Kittrick, Plan Review Supervisor Laureen Nicolay, Development Services Senior Planner Tom Peadon, CCUD, Manager, 6801 132nd PI SE, Newcastle, WA 98059 HIFile SyslWTR -Drinking Water Utility1WTR-17 -Water AvailabilityIWTR-17-2006-Water Availability\3345700015-16-20- pelton-032206.DOClRMtp 201 (qa",,'fDN se..~v I<:..e" A.tt...e"/It.. v > ~ B4 .. 29 1_4N RSE E 112 SE 80th St. C.DAl-C.~ -:'e.Lv ,(.6 A2.€A NE 40th St • • ~ U) Q) I> "< ~ ~ ~~ --t ~ SE ·86tli r--''''~'~---...--~ ........ ~~",~.-"'"'''I''''-'~-' t SEBBth t"-···-~""--'--"""------""-·· i \, CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: February 24, 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 . .. b~_'""I'f.'J-,.·~·~·"". ',~ •. "~'-,', ';.~~,.,. ........ "'~·.i.ll!'F",;-iIt<-;.M>W,~~~,~.~"'-\r.W~"'·""''''''.'~''(:~1<o~..II_.x.; ..... _._. __ • _, ....... ' .... iIIIii .......... '_Iil._" _____ U. .. ;IIIi"',1t, , ~ \ Project Name: Safeway Fueling Station # 1468 j i LUA (file) Number: LUA-05-101, SA-A, ECF i ~ Cross-References: I I~~A_KA __ '_S_: ____________________________________________________________ ; ! Project Manager: Keri Weaver ~ ~ Acceptance Date: September 22, 2005 l ________________________________________________________________________________________________________ __ ; Applicant: David H. Dean, In Form, Inc. ~ Owner: Safeway, Inc. '\ , Contact: David H. Dean, In Form, Inc. I. ~ PID Number: 8805000030 ~ I ERC Decision Date: January 24, 2006 , ERC Appeal Date: February 13, 2006 i Administrative Approval: January 24, 2006 " Appeal Period Ends: February 13, 2006 . Public Hearing Date: J , Date Appealed to HEX: ~ ; By Whom: t ; HEX Decision: Date: ,; J Date Appealed to Council: I ~. , By Whom: ~ ~ i Council Decision: Date: I 1 Mylar Recording Number: ; " : Project Description: The applicant is requesting Environmental (SEPA) Review and Administrative ~ ~ Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE( -,4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. i i Four fueling dispensers and two underground tanks are proposed, as well as associated parking, I " .' •. landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in ~ " the 4th Street Commercial Corridor and Business District Overlays. The site is located in the ¢ , A uifer Protection Zone 2. A 60 to 90 da construction schedule is estimated. , Location: 4300 NE 4th Street ~ '~. Comments: ~ " ~ M.-' "'c';,,., ._,." •. '''' .··,· •• _."" ...... ,_ •• ~'''''',..,.v·,<;,·,_" ... _.,' •• ''F ___ '''_-···'"''''''''_J STATE OF WASHINGTON, COUNTY OF KING} AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Jody Barton, being first duly sworn on oath that she is the Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on January 30, 2006. The full amount of the fee charged for said foregoing publication is the sum of $126.00. --...,....~~'r'.~." •• ~~, ~ _-~p' u'~'" . (/!l;'S:~:7;'~t\ ~ ,: "-,,.~ ",: , Legal Advertising Representative, King County Journal ~ ~ \ . :'; c'.' ,',.' } : Subscribed and sworn to me this 30th day of January, 2006. ~" "Y,A •••• ,/. . -~. ./& f ~ ~ .... t o;:'?;2}'.~c>",-:, II, WAS\'\\"- "'\\\. \.""""'," ..... Kathy alseg } Notary Public for the State of Washington, Residing in Covington, Washington PO Number: NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Com- mittee has issued a Determination of Non-Significance-Mitigated for the fol- lowing project under the authority of the Renton Municipal Code. Safeway Fueling Station #1468 LUA05-101, SA-A, ECF Location: 4300 NE 4th Street. The applicant is requesting Environ- mental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft.. canopy with a 464 sq. ft.. kiosk, in an area cur- rently used for store parking. Four fueling dispensers and two under- ground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is lo- cated in Aquifer Protection Zone 2. A 60 to 90 day construction sched- ule is estimated. Appeals of the environmental deter- k mination must be filed in writing on or before 5:00 PM on February 13, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Exam- iner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Sec- tion 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Publication Date: January 30, 2006 Published in the King County Journal January 30, 2006. #848568 David H. Dean In Form, Inc. 12330 120th Avenue NE Kirkland, WA 98034 tel: 425-821-7760 (applicant / contact) Updated: 01/26/06 PARTIES OF RECORD Safeway Fueling Station 1468 LUA05-101, SA-A, ECF Sara Osborne Safeway Inc. 1121 124th Avenue NE Bellevue, WA 98005 tel: 425-637-2267 (owner) (Page 1 of 1) February 15, 2006 David H. Dean In Form, Inc. 12330 120th Avenue NE Kirkland, WA 98034 SUBJECT: Safeway Fuel Station #1468 LUA05-101, SA-A, ECF Dear Mr. Dean: CITY <-~ RENTON Planning/BuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC) Determination of Non-Significance -Mitigated and Site Plan approval for the above-referenced project. No appeals were filed on both the ERC determination and the Site Plan approval. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval. If you have any questions, please feel free to contact me at (425) 430,.7382. For the Environmental Review Committee, Keri Weaver Senior Planner cc: Sara Osborne, Safeway, Inc. / Owner 1055 South Grady Way -Renton, Washington 98055 ® This paper contains 50% recycled material, 30% post consumer RENTON AHEAD OF THE CURVE ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Sateway Fueling Station #1468 PROJECT NUMBER: LUA05-101, SA-A, ECF LOCATION: 4300 NE 4"' Street DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4.365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility Improvements. The site is zoned Commercial Arterial (eA) and Is located within the 4th Street Commercial Corridor and Business District Overtays. The site is located in Aquifer Protection Zone 2. A 80 to 90 day construction schedule is estimated. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the envlrorvnental detennination must be filed in writing on or before 5:00 PM on February 13, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8~110.B. Additional information regarding the appeal process may be obtained from the Renton City Clel1!:'s Office, (425) 430..&510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. CERTIFICATION I, j)erclL J~"" , hereby certify that.3 copies of the above document were posted by me in ~ conspicuous places or nearby the described property on DATE:-+-V_J..~7'f-1 O:=;...::blO:..--_ SIGNED:~D..o::::;.....:., R--.:......, -IIL--:::::....:...-.-___ _ Q ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Was p~v\( W ft ,on the ~day of 1'et '-'\. ZVv ~ , Q#. Gh. u"'u .. Ev -eF·~. 'Pt~'t'-:'!,="w~yr:J-:-'U"'-B-L-IC-S-IG-N-A-TU-R-E-'- ~~OTARY PUBLIG . ~~ I \-; ':: {)Y. :' "8H!NGT('~'J . 11""~S " , CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 26th day of January, 2006, I deposited in the mails of the United States, a sealed envelope containing ERC Determination & Administrative Site Plan Report & Decision documents. This information was sent to: Name Agencies See Attached David H. Dean, In Form, Inc. Contact/Applicant Sara Osborn, Safeway, Inc. Owner (Signature of sender)~ ~ STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker Representing signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: I ~1106 , 1 Notary Public in and for the Sate of Washington Notary (print):_~C~k-=--.r~.....:;.&..;;,.-)--=.r-----,~~~ _______ _ My appointment expires: 3(('1(06 Project Name: Safeway Fueling Station #1468 Project Number: LUA05-101, SA-A, ECF template -affidavit of service by mailing .. ' Dept. of Ecology * Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region * Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. * c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160th Ave SE 39015 -172nd Avenue SE Bellevue, WA 98008 Auburn, WA 98092 Duwamish Tribal Office * Muckleshoot Cultural Resources Program * 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division * Office of Archaeology & Historic Environmental Planning Supervisor Preservation* Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 South center Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. * Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Safeway Fueling Station #1468 PROJECT NUMBER: LUA05-101, SA-A, ECF LOCATION: 4300 NE 4th Street DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street The proposal would include a 4,365 sq. ft. canopy with a 464 sq. fl kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 13, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. RM-F FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Includeti1e project NUMBi;R wtten calling for: proper:flle I~entiflcatlon. January 26, 2006 David H. Dean In Form, Inc. 12330 120th Avenue NE Kirkland, WA 98034 SUBJECT: Dear Mr. Dean: Safeway Fueling Station #1468 LUA05-101, SA-A, ECF CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. Please refer to Part Two, Section B of the enclosed ERC Report and Decision, for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 13, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do So. If you have any questions or desire clarification of the above, please call me at (425) 430-7382. For the Environmental Review Committee, Keri Weaver Senior Planner cc: Sara Osborn, Safeway, Inc.! Owner(s} Enclosure -------lO-S-S-S-ou-th-Gr-a-dy-W-ay---R-e-nt-on-,-W-as-h-in-gt-o-n-9-g-0S-S------~ (ii) This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE January 26, 2006 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 CITY. RENTON PlanningIBuildinglPublic Wodes Department Gregg Zimmerman P.E., Administrator Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on January 24, 2006: . DETERMINATION OF NON-SIGNIFICANCE -MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: Safeway Fueling Station #1468 LUA05-101, SA-A, ECF 4300 NE 4th Street DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 13, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7382. For the Environmental Review Committee, Keri Weaver Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Karen Walter, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation -E-nc-lo-s-ur-e----1O-5-5-S-0U-th-Gr-a-d-Y-W-a-Y-_-R-en-t-on-,-W-a-s-hi-ngt-on-9-g0-5-5-------~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA05-101, SA-A, ECF APPLICANT: David Dean, In Form, Inc. PROJECT NAME: Safeway Fueling Station #1468 DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. LOCATION OF PROPOSAL: LEAD AGENCY: 4300 NE 4th Street The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 2, 2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: January 30, 2006 DATE OF DECISION: January 24, 2006 SIGNATURES: i /t~/OD Dare t l e eler, Date Fire Department ~i;'iJ~~ AleX~A~!:L-~L;y£CLe EDNSP CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA05-101, SA-A, ECF APPLICANT: David Dean, In Form, Inc. PROJECT NAME: Safeway Fueling Station #1468 DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. LOCATION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: 4300NE 4th Street Tt19 City of Renton . Department of Planning/Building/Public Works Development Planning Section 1. The applicant will be required to follow the recommendations contained within the Technical Information Report prepared for this project with regard to the disturbanCe; preparation and construction of the site. 2. The applicant shall pay the appropriate Fire MftigationFee ala rate of $.52 per sq. ft. of new construction, prior to the issuance of building or construction permits. ' 3. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project, prior to the issuance of building permits. 4. Temporary Erosion and Sedimentation Control Measures shall be insta11ed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. ERC Mitigation Measures Page 1 of 1 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES & CONDITIONS APPLICATION NO(S): LUA05-101, SA-A, ECF APPLICANT: David Dean, In Form, Inc. PROJECT NAME: Safeway Fueling Station #1468 DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and' Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. LOCATION OF PROPOSAL: LEAD AGENCY: 4300 NE 4th Street The City of Renton Oepartmentof Planning/Building/Public Works Development Planning Section AdViseJry Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as ;nformatlqn only, they are not subject to the appeal process for environmenffll determinations. ADVISORY NOTES: None. CONDITIONS: 1. The applicant shall comply with all mitigation.measures as provided in the Determination of Non-Significance - Mitigated dated January 24, 2006. . 2. The applicant shall comply with requirements for water, sanitary sewer, street improvements, and storm drainage as provided in Exhibit 8. ERG Advisory Notes Page 1 of 1 ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE January 24, 2006 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator Lee Wheeler, Fire Chief Alex Pietsch, EDNSP Administrator From: Jennifer Henning, Development Planning Meeting Date: Tuesday, January 24,2006 Time: 9:00 AM Location: Sixth Floor Conference Room #620 Agenda listed below. Safewav Fueling Station #1468 (Weaver) LUA05-1 01, SA-A, ECF The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parkintJ" landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4 Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. cc: K. Keolker, Mayor J. Covington, Chief Administrative Officer B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner S. Engler, Fire Prevention ® J. Medzegian, Council P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® REPORT City of Renton & Department of Planning / Building / Public Works DECISION ENVIRONMENTAL REVIEW AND ADMINISTRATIVE LAND USE ACTION DATE: January 24, 2006 Project Name: Safeway Refueling Station #1468 Applicant: David Dean -In Form, Inc. , 12330 120th Avenue NE, Kirkland, WA 98034 Owner: Safeway, Inc. File Number: LUA-05-1 01, SA-A, ECF Project Manager: Keri Weaver, Senior Planner Project Description: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of a fueling station located at the existing Safeway store center at 4300 NE 4th Street. The proposal would include a 4,365 sq. ft. canopy with a 464 sq. ft. kiosk, in an area currently used for store parking. Four fueling dispensers and two underground tanks are proposed, with associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located within the 4th Street Commercial Corridor and Business District Overlays. The site is located in Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. Project Location: 4300 NE 4th Street Exist. Bldg. Area SF: N/A (parking lot) Proposed New Bldg. Area SF: 4,365 sq. ft. Site Area: 247,000 sq. ft. (total) Total Building Area SF on site:: 247,000 sq. ft. " .. . ---. .. ~ .. -~ l~lst St. st. Project Location Map ERe & SITE PLN rpt 05-JOI.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION#J468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24,2006 Page 2 of 10 ART ONE: PROJECT DESCRIPTION/BACKGROUND LUA-05-lOJ , SA-A, ECF The project site is within a portion of the parking lot for the Safeway shopping center located at 4300 NE 4th Street in Renton. The Safeway store was constructed in 1995 and consists of 42,386 sq. ft. of net commercial floor area and 252 parking stalls on a 247,000 sq. ft. (5.7 acres) site zoned Commercial Arterial. The proposed refueling facility would be located along NE 4th Street, between two existing retail buildings in the complex (Hollywood Video and Schuck's/Papa Murphy's), and would replace approximately 23 parking stalls. The proposed refueling facility would include four gas pumps and a kiosk. The kiosk would include work space and a restroom for one employee, and would be 464 sq. ft. in size. The total construction site would be approximately 16,777 sq. ft., including installation location of underground fuel storage tanks. A 4,365 sq. ft. canopy would cover the fuel pumps and kiosk. Primary access to the facility would be via the two existing access drivewa~s located on either side of the proposed fueling facility site, both of which are located on NE 4t Street. No new access driveways are proposed. The project will require approximately 825 cu. yd. of grading and fill, primarily gravel. The proposed refueling facility will not increase the area of impervious surface on the site as it will be replacing an existing paved surface. The applicant proposes to accommodate onsite stormwater flows by installing catch basins that connect to an oil/water separator treatment system before runoff is released into the existing shopping center detention system. The fueling facility will not result in increased runoff over that of the existing site design, and therefore the existing detention system is adequate to handle stormwater flows from the new development. The restroom located in the kiosk will connect to the existing sanitary sewer that serves the shopping center complex. The applicant has provided an estimated construction time frame of 60 to 90 days. The estimated construction cost is approximately $1.03 million. II PART TWO: ENVIRONMENTAL REVIEW A. Environmental Impacts The proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. The ERC review identified the following probable impacts from the proposed project: 1. Earth Impacts: --The applicant provided a Technical Information Report prepared by Sound Consultants, LLC, dated August 15, 2005. It is anticipated that temporary onsite erosion and offsite sedimentation from stormwater flows leaving the site can be expected during the construction period, which will involve site grading and placement of fill material. This work will potentially occur during the rainy season (OctOber-March). Mitigation Measures: Mitigation Measure #1 below. Policy Nexus: SEPA Environmental Regulations; Vol. II 2001 DOE Stormwater Management Manual and Critical Areas Regulations SITE PLN rpt 05-101.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24,2006 Page 3 of 10 2. Fire Protection LUA-05-JOJ ,SA-A, ECF Impacts: The proposed development will result in an overall increase of square footage of commercial development within the site. This increase is anticipated to create a need for additional fire protection services. Mitigation Measures: Mitigation Measure #2 below. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 3. Transportation Impacts: The applicant provided a Traffic Impact Analysis prepared by Heffron Transportation, Inc., dated January 28,2002. The proposed development is anticipated to generate additional traffic on the City's street system. Approximately 1,946 vehicle trips per day would be generated by the proposed project, including 126 p.m. peak hour trips. Mitigation Measures: Mitigation Measure #3 below. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 4. Water Impacts: The applicant provided a Technical Information Report prepared by Sound Consultants, LLC, dated August 15, 2005. The site is located in Aquifer Protection Zone 2. The proposed activity will involve installation of underground fuel storage tanks. Excavation for fuel tank placement areas, installation of tanks and accessory equipment, and grading, fill and building construction have the potential to create impacts to underlying soils and groundwater resources, as well as result in offsite impacts from stormwater and underground water flow. Mitigation Measures: Mitigation Measure #4 below. B. ERe Mitigation Measures Based on an analysis of probable impacts from the proposed project, the following mitigation measures are recommended for the Determination of Non-Significance -Mitigated: 1. The applicant will be required to follow the recommendations contained within the Technical Information Report prepared for this project with regard to the disturbance, preparation and construction of the site. 2. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $.52 per sq. ft. of new construction, prior to the issuance of building or construction permits. 3. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project, prior to the issuance of building permits. SITE PLN rpt 05-101.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24.2006 Page 4 of 10 LUA-05-IOI, SA-A, ECF 4. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. PART THREE: ADMINISTRATIVE LAND USE ACTION -REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action xx Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade & Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit NO.1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No.2: Site Plan (Received August 19, 2005) Exhibit No.3: Revised Site Plan, dated December 20,2005. Exhibit NO.4: Landscape Plan (Received August 19, 2005). Exhibit NO.5: Elevations (Received August 19, 2005). Exhibit NO.6: NE 3rd/4th Street Corridor Plan -Schematic Diagram -Figure 3 Page 2 Exhibit NO.7: Memorandum from City of Renton Transportation Planning, dated August 24,2005 Exhibit NO.8: Memorandum from Arneta Henninger, dated October 7,2005 Exhibit No.9: Memorandum and Attachments from Nick Afzali, dated October 12, 2005 Exhibit No. 10:Memorandum from Arneta Henninger, dated January 13, 2006 Exhibit No. 11 Zoning Map C. Staff Review Comments Representatives from various City departments have reviewed the application materials to identify and address site plan issues regarding the proposed development. All of these comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Decision at the end of the report. Several staff review memoranda are also included as exhibits to this report. D. Consistency with Site Plan Approval Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: (1) Conformance with the comprehensive plan, its elements and policies The Comprehensive Plan Land Use Map designation for the site is Commercial Corridor (CC). The purpose of the CC designation is to accommodate concentrated, pre-existing commercial activity, primarily in a linear urban form, that provides necessary goods and services for daily living, SITE PLN rpt 05-1 01.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24,2006 Page 5 of 10 LUA-05-1OJ , SA-A, ECF accessible to near-by neighborhoods, serving a sub-regional market and accommodating large volumes of traffic. This proposal is considered an ancillary facility to an existing shopping center. The following Comprehensive Plan policies are applicable to the proposal: Policy LU-33S. Increased demand for commercial uses should be accommodated primarily through redevelopment and intensification of existing business area deSignations rather than expansion of those areas; and Policy LU-346. Support the redevelopment of commercial business districts located along principal arterials in the City. The proposed addition of a refueling facility to an existing commercial development is consistent with these policies, as it will provide new services and attract additional customers to the shopping center without expanding the overall site. Policy LU-349. Support development plans incorporating the following features: 1) Shared access points and fewer curb cuts; 2) Internal circulation among adjacent parcels; 3) Shared parking facilities; 4) Allowance for future transition to structured parking facilities; 5) Centralized signage; 6) Unified development concepts; and 7) Landscaping and streetscape that softens visual impacts. The proposed development will use the existing access driveways to the Safeway shopping center from NE 4th Street, and customers will be also be able to access the facility from other businesses and parking areas within the overall site. Colors, lighting, signage and landscaping will be designed for consistency with the existing Safeway development. Policy T -4. Adequate transportation facilities and services should be in place at the time of occurancy. NE 4th Street is fully developed as an urban principal arterial. However, the City's NE 3rd/4t Street Corridor Plan indicates that there is a need for addition of an eastbound left turn lane with median break and outside curb into the eastern shopping center driveway, and an eastbound acceleration lane with median break and outside curb. A new traffic signal is also proposed at the intersection of NE 4th Street and Bremerton Avenue, at the southeast corner of the shopping center site. As discussed in the following section, the fueling facility is expected to add approximately 1,946 vehicle trips per day onto NE 4th Street. (2) Conformance with existing land use regulations The subject site is zoned Commercial Arterial (CA). The purpose of the CA zone is to provide opportunities for a wide range of commercial uses and to set site development standards that transition the commercial area from "strip commercial" linear business districts to business areas characterized by enhanced site planning, incorporating efficient parking lot design, coordinated access, amenities and boulevard treatment. The CA Zone provides for a wide variety of indoor and outdoor retail sales and services along high-volume traffic corridors. Residential uses are allowed as part of the mix of uses in the zone. The zone includes four designated business districts along mapped corridors with development standards designed to encourage concentrated commercial activity, a focal point of pedestrian activity along the corridor and visual interest. The subject site is located in the designated NE 3rd/4th Street Corridor District. Development Standards Lot Coverage -The CA zone maximum lot building coverage is 65%. The total construction area will be approximately 16,777 sq. ft., including the installation areas for two underground fuel storage tanks. The development will include a 4,365 sq. ft. canopy and 464 sq. ft. kiosk. The percentage of SITE PLN rpt 05-101.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24.2006 Page 6 of 10 LUA-05-JOJ, SA-A, ECF the Safeway site currently covered by buildings is approximately 25%, or 60,553 sq. ft. The kiosk will add another 464 sq. ft. for a total lot coverage of 61,017 sq. ft. No additional impervious area will be created, as the project will be constructed within an existing parking lot area. The development is consistent with the lot coverage requirement. Setbacks -The CA zone requires a minimum front yard setback/street setback and side setbacks of 10 feet. The Safeway property is within the Corridor District Overlay for the NE 4th Avenue Business District as provided in the City's Development Regulations (RMC 4-3-040). Within this district, development is required to have a maximum front setback of 15 ft. from the property line. The development is proposed to be set back approximately 12 feet from the street, and is consistent with all setback requirements. Landscaping -The CA zone requires a minimum 10ft. wide onsite landscape area along the street frontage. The applicant has submitted a landscape plan (including irrigation diagram) with the site plan application that will provide shrub and tree plantings, including Douglas fir, rhododendrons, Chinese juniper, maples, viburnum, ivy and horn beams within a 10-ft. wide landscape strip. The landscape plan is consistent with landscaping requirements. Building Height -The CA zone allows a maximum building height of 50 feet. However, the City Code (RMC 4-2-120A) requires that development in the NE 4th Street Corridor be limited to 35 ft. in height. The highest part of the proposed development would be the canopy over the fuel pumps and kiosk, which is proposed to be approximately 20 ft. in height. The development is consistent with the building height requirement. Parking, Loading and Driveway Requirements -The parking regulations (RMC 4-4-080) require a specific number of off-street parking stalls to be provided based on the amount of square footage dedicated to certain uses. For shopping centers, or any business within a shopping center, the required number of parking stalls is a minimum of 0.4 and a maximum of 0.5 per 100 sq. ft. of net floor area. The proposed development is within the existing Safeway shopping center site, which has 42,386 sq. ft. of net floor area and currently has 252 parking stalls. (172 would be required minimum number). The fueling station will be built within an area of the parking lot now occupied by 26 existing parking stalls. However, the fueling station will also provide 3 parking stalls including 1 handicapped stall (1 regular stall and 1 handicapped stall would be required minimum). The total resulting number of parking stalls within the Safeway site would be 223, which is consistent with requirements for both the existing store and the new fueling station. The applicant must meet additional requirements for drive aisle and parking stall dimensions. Mitigation of impacts to surrounding properties and uses Construction activities would result in short-term noise, dust and traffic impacts on surrounding properties, limited to the period of the project's construction. The applicant is required to submit a construction mitigation plan for approval prior to issuance of any building or construction permit to verify the truck/haul routes and note any other provisions related to construction activities. The project is located in the NE 3rd/4th Street Commercial Corridor, which contains a wide variety of retail and service uses and several different structural forms, from small professional offices to large-scale strip malls with major grocery anchors, such as Safeway. The proposed project is anticipated to be compatible with existing and future surrounding uses as permitted in the CA zone and the Corridor Plan. (3) Mitigation of impacts of the proposed site plan to the site The scale, height and bulk of the proposed fuel facility addition to the existing shopping center development is appropriate for the site and is consistent with the purpose and appearance of adjacent existing development. The site will be landscaped to complement existing landscaping on the rest of the shopping center property. SITE PLN rpt05-101.doc City of Renton PIBIPW Department SAFEWAY FUELlNG STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24, 2006 Page 7 of 10 LUA-05-JOJ ,SA-A, ECF The site is located in Aquifer Protection Zone 2. To protect groundwater and soil resources, and to prevent any erosion impacts that could occur during project construction, the applicant is required to follow the recommendations in the Geotechnical Engineering Study prepared for the project, with regard to the disturbance, preparation and construction of the site. The applicant must also meet City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan pursuant to the King County Surface Water Design Manual and a Construction Mitigation Plan prior to issuance of construction permits. (4) Conservation of area-wide property values The proposal is expected to increase property values in the vicinity of the site. The new development would provide improvements to enhance the existing site and attract additional customers with increased services. (5) Safety and efficiency of vehicle and pedestrian circulation A Traffic Impact Analysis (TIA) was provided with the project submittal. The applicant is required to pay a Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project, prior to the issuance of building permits. Based upon a proposed effective operation year of 2006, it is anticipated that approximately 1,946 vehicle trips per day would be generated by the proposed project, including 126 p.m. peak hour trips. The City recently adopted a NE 3rd/4th Street Corridor Improvements plan as the long-range transportation plan for this corridor. This plan provides recommended improvements and actions that will maintain and improve traffic flow, property access, transit operations, pedestrian and bicycle safety and convenience, and corridor aesthetics. Adjacent to the Safeway site, the plan includes several recommended improvements on NE 4th Street between Union Street and Bremerton Street that will affect the Safeway site, including a median break and eastbound left turn lane with outside curb at the western shopping center access driveway, and a median break and eastbound acceleration lane with outside curb to serve exiting drivers on the eastern shopping center driveway. The proposed development will be required to be consistent with the intent of the NE 3rd/4th Corridor Improvements Plan and proposed physical corridor improvements. Transportation Planning staff have noted that during public outreach for the Corridor plan, there were a number of public requests for a "drive-through" post office collection box on the north side of NE 4th Street, so that westbound traffic would not have to make two U-turns to drop off mail at the U.S. Post Office located across from the Safeway center on the south side of NE 4th Street. There is a potential location for a collection box in front of the Hollywood Video, which may require minimal parking stall restriping and relocation of a shopping cart collection bay. The U.S. Post Office is supportive of this concept, and would be responsible for the installation and maintenance of the box. Although the City cannot require inclusion of a collection box location in the site plan, staff suggests that the applicant may wish to consider providing the location as an expression of community goodwill that will ease turning traffic on NE 4th Street and also provide an additional benefit for Safeway customers. Construction truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guidelines Ordinance in order to avoid conflicts with peak hour traffic. The Transportation Planning Section will review construction-related impacts prior to issuing final construction permits. SITE PLN rpt05-101.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 REPORT OF JANUARY 24. 2006 Page 8 oflO Administrative Site Plan Approval & Envir (6) Provision of adequate light and air ntal Review Committee Staff Report LUA-05-JOJ ,SA-A, EeF The development is an open facility under a canopy, with the exception of the operator's kiosk, which will have windows and an entry open to the outside. The development is not anticipated to have any impact on surroundings properties regarding shadows or air movement. Exterior onsite lighting, including security and parking lot lighting, would be regulated by City Code. Compliance with this Code (RMC 4-4-075) will ensure that all building lights are directed onto the building or the ground, and cannot extend beyond the property lines. According to code requirements, parking lot lighting fixtures are to be non-glare and mounted no more than 25 feet above the ground. Staff does not anticipate that exterior lighting will create a negative impact to surrounding properties provided that code requirements are met. (7) Mitigation of noise, odors and other harmful or unhealthy conditions It is anticipated that the most significant noise, odor and other potentially harmful impacts would occur during the construction phase of the project. Although fuel odors may occur in the immediate proximity of the fueling facility as part of its normal operation, it is not anticipated that such odors will be significant or will impact adjacent areas. Noise impacts of increased traffic and activity on the site that are normally associated with a fuel facility can be anticipated. The applicant is required to submit a Construction Mitigation Plan for approval prior to obtaining construction permits. (8) Availability of public services and facilities to accommodate the proposed use Fire Department staff have indicated that existing facilities are adequate to accommodate the proposal, subject to the applicant's payment of the necessary Fire Mitigation Fee. The applicant shall pay the Fire Mitigation Fee prior to the issuance of building or construction permits. Additional fire hydrants may be necessary to accommodate the proposed development, and existing fire hydrants may need to be fitted with Stortz fittings. The applicant may be required to extend a new 8- inch water main stub from the existing main in NE 4th Street, and install a new fire hydrant along with the domestic and irrigation meters, or, alternatively (if approved by the Fire Marshall) the applicant may choose to extend a new 8-inch water main with a new fire hydrant from the 12-inch water main located on the south side of the Safeway store. The applicant submitted a Technical Information Report and plan prepared by Sound Consultants, LLC, dated August 15, 2005. The proposed refueling facility will not increase the area of impervious surface on the site as it will be replacing an existing paved surface. The applicant proposes to accommodate onsite stormwater flows by installing catch basins that connect to an oil/water separator treatment system before runoff is released into the existing shopping center detention system. The fueling facility will not result in increased runoff over that of the existing site design, and therefore the existing detention system is adequate to handle stormwater flows from the new development. The restroom located in the kiosk will connect to the existing sanitary sewer that serves the shopping center complex. Utilities are required to be installed and extended as necessary to the proposed development by the applicant as required by City Code. No permanent structures may be placed over existing utilities. (9) Prevention of neighborhood deterioration and blight The proposal would result in development of an additional service facility for the existing Safeway shopping center, includin~ landscaping, signage and lighting. It is anticipated that this project would contribute to the NE 3r /4th Street commercial corridor and attract additional customers to the shopping center. No deterioration or blight is expected to occur as a result of the proposal. SITE PLN rpt 05-1 01.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report REPORT OF JANUARY 24.2006 Page 9 of 10 xx Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision LUA-05-JOJ ,SA-A, EeF Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental Review and Site Plan Approval for development of a fueling station facility as part of the existing Safeway shopping center located at 4300 NE 4th Street in Renton. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No.1. A Determination of Non-Significance -Mitigated was issued by the City on January 30,2006, with a 14-day appeal period ending February 13, 2006. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 -11. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Commercial Corridor (CC). 5) Zoning: The subject proposal complies with the zoning requirements and development standards of the Commercial Arterial (CA) Zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North: CA; East: CA; South: CA; and West: CA. The proposed development is within an existing shopping center site, and similar commercial developments are located in the surrounding area. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton provided that the applicant complies with the conditions of this Report and Decision. 2) The proposal complies with the Comprehensive Plan deSignation of Commercial Corridor (CC), and the Zoning designation of Commercial Arterial (CA). F. Decision The Site Plan for Safeway Refueling Station #1468, File No. LUA-05-101, is approved subject to the following conditions. CONDITIONS: 1. The applicant shall comply with all mitigation measures as provided in the Determination of Non- Significance -Mitigated dated January 24, 2006. SITE PLN rpt 05-101.doc City of Renton PIBIPW Department SAFEWAY FUELING STATION #1468 REPORT OF JANUARY 24, 2006 Page 100/10 Administrative Site Plan Approval & Envir ntal Review Committee Staff Report LUA-05-lOJ , SA-A, ECF 2. The applicant shall comply with requirements for water, sanitary sewer, street improvements, and storm drainage as provided in Exhibit 8. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: ! / i\}-tJ tC/tit{ Neil Watts, Development Services Director TRANSMITTED this 30th day of January, 2006 to the applicant and owner: David H. Dean In Form, Inc. 12330 120th Avenue NE Kirkland, WA 98034 Sara Osborne Safeway Inc. 1121 124th Avenue NE Bellevue, WA 98005 TRANSMITTED this 30th day of January, 2006 to the following: Larry Meckling, Building Official Stan Engler, Fire Prevention Neil Watts, Development Services Director Jennifer Henning, Principal Planner Lawrence J. Warren, City Attorney South County Journal date Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 13, 2006 (14 days from the date appeal period ends). Land Use Decision Appeal Process Appeals of the land use decision must be filed in writing on or before 5:00 PM on February 13, 2006 (14 days from the date appeal period ends). If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. 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COWlJUCtOft 10 ~ r"I!lI: CITT $T4ND.-..oa fa\ HANDICAP SIGN 'el--- ro a3AI3~3t:1 SOOl 6 ~ 9nV NOlN3~ :fO AltO O)NINNVld lN3V11d013taa 3/ ~------------------------------------------ DATE: TO: FROM: SUWECT: PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM August 24, 2005 J8l.xrenKittrick, j)evelqpment Services Ep.gineering sllPervisoro· Q ,.jlt?~if¢fz«enn,~"",'·mgrDeVelopm,ent Services Principal Planner '. ,.t:;, ... ~ . ,", ,,' , .~{v Nick Afzali, Transportation Planning & Programming Supervisor .;g( P-ropos.ed,Safeway. Fv~1ing.,Station 4300 NE4th Street Regarding the above subject, it iSOUf understandm!l~dl3t;a.:pr~~,B~tcation m~etiQ8. !W"~'held with Safeway in June, and that cortunents provided.to the appUeant~didnotinoludeany.transportation comments other than noting the required tratJic mitigatian fee. We appreciate being provided a copy of the pre-application drawings. In reviewing these , drawings, we have some comments and concerns. The proposed fueling station is immediately adjacent to NE 4th Street. Wjth the current fUeling . station Iayollt, queuiugand turning movement conflicts will occurjust yarqsfroroNE 411i Street, likely iIl)pacting safet}' and operations on'NE 4th Street. This situation is not uhlikethe Safeway fuelin,gstation on S 3ti1 Street, where queuing vehicles often obstruct vehicleseXitiJ,1,8 S 3~ Street.. S 3rd Street isone-way with parking width on both sides such that the driveway congestion impact on S 3r<f Street is minimized, whereas a similar scenario on NE 4th Street wiUlikely have mllch greater impact. Commercial developments on arterials should have receivWg driveway throats of suffibient length to allow vehicles to exit the arteria! without any potential obstruction. Safeway must be required to modify the two existing driveways such that vehicles entering the development I' cannot make turns until the internal east-west driveway. Please see the attached drawing for an acceptable alternative. The air/water station may need to be located in a different location. We have also provided photos ofa similar Safeway fueling station in Auburn, where the fueling stations have been separated from the driveway entrance to avoid queuing conflicts. As you are likely aware, the City Council adopted the NE 3rd/4th Corridor Improvements in May as the long-range transportation plan for this corridor. We feel the requested modifications to this proposed development will reduce its impacts to traffic operations on NE 4th Street and support the long-range plan to transfonn this corridor into a 'boulevard' concept. We have appreciated previous opportunities to review proposed developments during the pre- application process. We would have liked to have been made aware of this proposed Safeway Kayren Kittrick Jennifer Henning Page 2 of2 August 24, 2005 R~: Proposed Safeway Fueling Station at 4300 NE 4th Street . - fueling station development, as it fronts a congested principal arterial. We request that in the future the Transportation Systems Division be informed during the pre-application process regarding proposed developments when the development tronts or has primary access from a classified City arterial street. . Attaeb:meilt: June 2, 2005 Pre-Application l11eetklgdrawfug with markUps of proposed revisions Photos of Aubutn$afeway fueUngbay layoot Cc: KarlHa~nilton, Tran~iQtt~~tions Manager K~itlfWooIIey. Tnmsp<)ttittiQi;tPla1lhihg Bot; Maim, T~rtationPbuuting File h:\division.s\transpoc.tallplanning\rlm\reviews\200SUte 4th safeway fueling station pre-app.doc / DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM October 7, 2005 Keri Weaver Arneta Henninger X7298 SAFEWAY GAS STATION APPLICATION LUA 05-101 4300 NE 4TH ST I have completed my review on this Safeway Gas Station application located on the north side of NE 4th St east of Union Ave NE located in Section 10, Twp. 23N, Rng. 5 and have the following comments. Existing • Water --Thjs site is served by the City of Renton water. It i(i~cated in 565 Water Pressure Zone. The static pressure is approximately 70 psi at the street level. There is an existing 8" watermain on the site. See City of Renton water drawing W2153 AsBuilt for details. • Sanitary --There is an existing 8" sanitary sewer main located on the site. • Storm --There are existing storm drainage facilities in NE 4th St and on the site. Requirements: WATER: • Per the City Fire Marshall, the preliminary fire flow for this site is 2,500 GPM. 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 two 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. • In order to meet the fire flow generated by the project, the applicant can extend a new 8" watermain stub from the existing main in NE 4th St and install a new fire hydrant along with the domestic and irrigation meters or (if approved by the Fire Marshall) the applicant can choose to extend a new 8" watermain with a new fire hydrant off of the 12" watermain located on the south side of the existing Safeway store. • The existing fire hydrants may need to be fitted with stortz fittings to bring them up to current City code. • No permanent structures may be located over utilities. • Water System Development Charges-per City records this fee was paid in full under C940106 construction permit. Safeway Gas Application SANITARY SEWER: • There is an existing 8" sanitary sewer main located on the site. This 8" sewer main needs to be shown on the plans to insure that it does not conflict with the structures. There needs to be a minimum 15' separation from the sanitary sewer main. • Separate drains for the concrete islands are required to be connected to an oil water separator downstream in a vault in a positive direction. • The pavement around the concrete must drain in a positive direction away from the island into a storm drainage system. • If the gas station proposes restrooms they shall be connected to the sewer system downstream of the oil water separator. • A minimum 6" sidesewer pipe diameter installed at a minimum 2% slope is required for commercial sites. • A shutoff valve and box are required to be installed downstream of the oil water separator. • 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. • This site is within a private held Latecomers 8707. Per City records this fee was paid in full under C9401 06 construction permit. • This site is within the East Renton Interceptor Special Assessment District (SAD 002). Per City records this fee was paid in full under C9401 06 construction permit. • System Development Charges (SDC)-per City records this fee was paid in full under C940106 construction permit. STREET IMPROVEMENTS: • Construction of a building will trigger a separate review. • Transportation Mitigation fees are $11, 250. This is a SEPA condition. STORM DRAINAGE: • There are existing storm drainage facilities in NE 4th St and on the site. If there are changes to this system then a conceptual drainage plan and report is required with the formal application for the project. • The drainage plan is to be designed per the 1998 King County Surface Water Drainage Manual Level 2 Flow Control. • The Surface Water SDC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. Safeway Gas Application 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 civil engineering plans shall be tied into a minimum of two of the City of Renton current 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. '\ DATE: TO: FROM: SUBJECT: PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM October 12, 2005 ~,.- Arneta Henninger, Development Services n ~ A \ t>( "l ~ Nick Afzali, Transportation Planning & Progr~ \ Proposed Safeway Fueling Station 4300 NE 4th Street Green Folder Following are comments regarding the above subject: ~ The site plan shown for the proposed Safeway fueling statUm is unacceptable. Please see attached memo dated August 24,2005. The site plan must be revised to prevent queuing conflicts adjacent to NE 4th Street. ~ Regarding the Project Narrative, item 8 -Access. We disagree with the statement that "The location ... should not hinder the flow of traffic along NE 4th Street". As stated above, the site plan must be revised so that the flow of traffic along NE 4th Street is not impacted. ~ On page 13 in the environmental checklist, item 14g (Transportation) -no measures are proposed to reduce or control transportation impacts. However, NE 4th Street will be impacted by the proposed site plan. Modifications to the site plan and the internal circulation should be required in order to minimize transportation impacts to NE 4th Street. ~ The modifications as described in the August 24, 2005 memo reflect minimum site plan revisions required. Transportation previously verbally discussed with Kayren Kittrick additional site plan revisions which would provide even better internal on-site circulation and traffic operations on NE 4th Street. These revisions are attached. We request these additional site plan revisions also be given consideration. Attachment: Drawing markup with minimum required site plan revisions Drawing markup with additional proposed site plan revisions Memo dated 08/2412005 to Kayren Kittrick and Jennifer Henning Cc: Sandra Meyer, Transportation Division Director Kayren Kittrick, Development Services Jennifer Henning, Development Services Karl Hamilton, Transportation Operations Manager Keith Woolley, Transportation Planning Bob Mahn, Transportation Planning File H:\Division.s\TRANSPOR.T A T\PLANNINGIRLM\REVIEWS\200S\NE 4th Safeway Gas Green Folder.doc LiTU . 1----.. . I -.L \ \ \ \ I I I I I I I I I L_ \ \ \ ) Y I I / I I I d r I /' I-~'c,c I I ~-- I I I I L ;r----~ I rr) : + I .Af"" _.......J r--T b I I P I P I I .Y I I p ATU -----+ -1----j--- I I ________ J __ 1 I -.. -1---- I ------1 I 1---------I I W -----'''--... z ~ .. I -------J- I I -I- I "'. ~ I I I I I I I I L_ '\ \ i \ \ \ I I I I -- \ \ ! I I ( I I DATE: TO: FROM: SUBJECT: PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM August 24, 2005 Kayren KiUrick, Development Services Engineering Supervisor /\~Q . Jennifer Henning, Development Services Principal Planner L F--I'-( oS- Nick Afzali, TransPQrtation Planning & Programming Supervisor 'l>{,s Pf,~PQsed &a{eway Fueling Station 4300 NE 4t1l Street Regarding the above subject, it is our understanding that a pre~application meeting was held with Safeway in June, and that comments provided to the appliClU,It did not include any transportation comments other than noting the required traffic mitigation fee. ".! We appreciate being provided a copy of the pre-application drawings. In reviewing these drawings, we have some comments and concerns. The proposed fueling station is immediately adjacent to NE 4th Street. With the current fueling station layout, queuing and turning movement conflicts will occur just yards from NE 4th Street, likely impacting safety and operations on·NE 4th Street. This situation is not unlike the Safeway fueling station on S 3rd Street, where queuing vehicles often obstruct vehicles exiting S 3rd Street. S 3rd Street is one-way with parking width on both sides such that the driveway congestion impact on S 3rd Street is minimized, whereas a similar scenario on NE 4th Street will likely have much greater impact. Commercial developments on arterials should have receiving driveway throats of sufficient length to allow vehicles to exit the arterial without any potential obstruction. Safeway must be required to modify the two existing driveways such that vehicles entering the development I' . cannot make turns until the internal east-west driveway. Please see the attached drawing for an acceptable alternative. The air/water station may need to be located in a different location. We have also provided photos of a similar Safeway fueling station in Auburn, where the fueling stations have been separated from the driveway entrance to avoid queuing conflicts. As you are likely aware, the City Council adopted the NE 3rd/4th Corridor Improvements in May as the long-range transportation plan for this corridor. We feel the requested modifications to this proposed development will reduce its impacts to traffic operations on NE 4th Street and support the long-range plan to transform this corridor into a 'boulevard' concept. We have appreciated previous opportunities to review proposed developments during the pre- application process. We would have liked to have been made aware of this proposed Safeway ---® : .1 I . : I .-: , .:., '1 .. ~ . "'1 ~) .. ·:1 .:( ;':1' " '::1 ': .. ' . ; '1 '. ~I I I , I Ii ~\ . __ .. _-- U; 1 (,' / ..... : /' ~. ~ il " -;', II. ... i I i!' I' " .. I· I: .: , c-----· :' --.,-J I "il I'---j-~ H!· ,i 'I I '; .., I, . ,.-; ··t-'-rtl ----.; I': ri' f I «' ,. II : I: . 1:,}' ; i 'I ! I /'" !I i I ./ /' I~ , . ~. .' .'., !\Ncij)'I • ji I '\ ~"r-----i 02. 1 ., " " I ~ ! I: ~ 11 :1 II I P I I I II ~ II II 02. 1 -----...... DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM September 23, 2005 Nancy Weil, Senior Planner Corey Thomas, Plans Review Inspector SUBJECT: Comments for Safeway Fueling Station # 1468 ENVIRONMENTAL IMPACT COMMENTS: 1. A fire mitigation fee of $2,269.80 is required based on $0.52 per square foot of canopy area. CODE RELATED COMMENTS: 1. The preliminary fire flow is 2,500 gpm, one hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of underground fuel tanks and tank monitoring systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are required to be 20 feet in width with turning radius of 45 foot outside and 25 foot inside. 4. City of Renton ordinances do not allow for unattended fueling operations at any time. City of Renton Department of Planning / Building / Public Wolks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Rre...-COMMENTS DUE: OCTOBER 6, 2005 -'-.. ~ --,. .. ,~... r· " 8MB~R;~,;2Qo5 ' --, APPLICATION NO: LUA05-1 01, SA-A, ECF DATE CIRCULATED: SEPT i ~ , -. ~ 0 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nan :y:W~1 , , PLAN REVIEW: Arneta Hen~~Jlr : ; PROJECT TITLE: Safeway Fueling Station #1468 ~r:p ,,~ tv\nro ' , 'i..J ..J j ~ ... ,.., LVVJ : '< SITE AREA: 16,777 sQuare feet BUILDING AREAfgross): NI~ LOCATION: 4300 NE 4th Street WORK ORDER NO: 77468 CITY OF REt{lr;',i --.J ~ .. :--J i" r-~' < ,-, • -SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and AJmlrl1stlativ~'S~~;Pla~'awro~al for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corndor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. A. ENVIRONMENTAL IMPACT (e.g. Non-Code} COMMENTS Element 01 the Probable Probable More Element 01 the Probable Probable More Environment Minor Major information Impacts Impacts Nei;essary Environment Minor Major Information Impacts Impacts Necessary Eatth HolJi;inq Air Ae$Ih¢ics Water Liahf/G/;Jie u.:' Plants R~on LancVShQreline Use ~ Animals t=nvironmentat Health Energy/ Natural Resources ~ POtiliC ' Hisf' Preservation AitpOrt t=nvironmeht 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ~, We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this prpposal. Signature of Director or Authorized Representative Date , I i DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 13,2006 Keri Weaver Arneta Henninger X7298 SAFEWAY FUELING STATION SITE PLAN NE 4TH ST I have reviewed the updated (revision date 12/20/05) site plan for the above project. have no objection to the revised site plan. I reviewed the plan with Fire Prevention and they have no objection. I also gave a set to Transportation and they found it acceptable. I:\memo.doc\cor S th Cf ~ -8 ~ .. h:St· ~ :z:; CA CA ZONING PIBIPW TBCIINlCAL SBlI.VICBS lZIZ8I04 D6 -3 T23N RSE W 112 ~'=.===~----r-t----i ICA , SiTE:. _.:V'1-' E 4th st. F6 -15 T23N R5E W 112 - - - -Renton Cit,,-LImi'- , R~8 st. l'J:I 0\ .... 0 ~ ~ ~ z := \It 121st St. l'J:I l'J:I ~ ~ RM-F E6 h 200 --fO 1:'-800 10 T23N R5E W 1/2 5310 7 .~; . / )NING MAP BO K 92 ";"" 455 U~/ RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential 4 dulac ~ Residential 8 dulac ~ Residential Manufactured Homes I R-IO I Residential 10 dulac I R-14 I Residential 14 dulac I RM-rl Residential Multi-Family IRH-T I Residential Multi-Family Traditiona] I RM-U I Residential Multi-Family Urban Cenler4' u' MIXED USE CENTER ~ Center Village IUC-Nll Urban Center -North 1 IUC-N21 Urban Center -Nortb 2 ~ Center Downtown· ~ Commercial/Office/Re~idential COMMERCIAL ~ Commercial Arterial· ~ Commercial Office· ~ Commercial Neiehborhood 1 2 T22N RliE INDUSTRIAL ~ Industrial -Heavy o Industrial -Medium o Industrial -Light <P) Publicly owned _____ Renlon City Limits ___ Adjacent Cily Limits _ Book Pages Boundary KROLL PAGE • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please see RYe 4-3. PAGE# INDEX SECrfTOWNIRANGE Printed by Print & Mail Svcs, City of Renton -" City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:H~~ COMMENTS DUE: OCTOBER 6, 2005 -APPLICATION NO: LUA05-1 01, SA-A, ECF DATE CIRCULATED: SEPTel .= .::.:::,~05 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGERf'Nancy Weil ~ PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: ArnetaHenninger -=-r 0: ' SITE AREA: 16,777 square feet BUILDING AREA (gross): N/A LOCATION: 4300 NE 4th Street I WORK ORDER NO: 77468 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. 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 Earlh Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transporlation Environmenial Health Pub/ic Services .- Energy/ Historic/Cultural Natural Resources Preservation Airporl Environment 10,000 Feet 14,000 Feet m I.JUmp-tlitfP-cf 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 additi al j rmation is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM October 7, 2005 Keri Weaver Ameta Henninger X7298 SAFEWAY GAS STATION APPLICATION LUA 05-101 4300 NE 4TH ST I have completed my review on this Safeway Gas Station application located on the north side of NE 4th St east of Union Ave NE located in Section 10, Twp. 23N, Rng. 5 and have the following comments. Existing • Water --This site is served by the City of Renton water. It is located in 565 Water Pressure Zone. The static pressure is approximately 70 psi at the street level. There is an existing 8" watermain on the site. See City of Renton water drawing W2153 AsBuilt for details. • Sanitary --There is an existing 8" sanitary sewer main located on the site. • Storm --There are existing storm drainage facilities in NE 4th St and on the site. Requirements: WATER: • Per the City Fire Marshall, the preliminary fire flow for this site is 2,500 GPM. 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 two 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. • In order to meet the fire flow generated by the project, the applicant can extend a new 8" watermain stub from the existing main in NE 4th St and install a new fire hydrant along with the domestic and irrigation meters or (if approved by the Fire Marshall) the applicant can choose to extend a new 8" watermain with a new fire hydrant off of the 12" watermain located on the south side of the existing Safeway store. • The existing fire hydrants may need to be fitted with stortz fittings to bring them up to current City code. • No permanent structures may be located over utilities. • Water System Development Charges--per City records this fee was paid in full under C940106 construction permit. Safeway Gas Application SANITARY SEWER: • There is an existing 8" sanitary sewer main located on the site. This 8" sewer main needs to be shown on the plans to insure that it does not conflict with the structures. There needs to be a minimum 15' separation from the sanitary sewer main. • Separate drains for the concrete islands are required to be connected to an oil water separator downstream in a vault in a positive direction. • The pavement around the concrete must drain in a positive direction away from the island into a storm drainage system. • If the gas station proposes restrooms they shall be connected to the sewer system downstream of the oil water separator. • A minimum 6" sidesewer pipe diameter installed at a minimum 2% slope is required for commercial sites. • A shutoff valve and box are required to be installed downstream of the oil water separator. • 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. • This site is within a private held Latecomers 8707. Per City records this fee was paid in full under C9401 06 construction permit. • This site is within the East Renton Interceptor Special Assessment District (SAD 002). Per City records this fee was paid in full under C940106 construction permit. • System Development Charges (SDC)--per City records this fee was paid in full under C940106 construction permit. STREET IMPROVEMENTS: • Construction of a building will trigger a separate review. • Transportation Mitigation fees are $11,250. This is a SEPA condition. STORM DRAINAGE: • There are existing storm drainage facilities in NE 4th St and on the site. If there are changes to this system then a conceptual drainage plan and report is required with the formal application for the project. • The drainage plan is to be designed per the 1998 King County Surface Water Drainage Manual Level 2 Flow Control. • The Surface Water SDC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. Safeway Gas Application 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 civil engineering plans shall be tied into a minimum of two of the City of Renton current 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. / City of Renton Department of Planning / Building / Public ~.v,,,s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?\r.A("\~ VI" PAA '\ COMMENTS DUE: OCTOBER 6, 2005 APPLICATION NO: LUA05-1 01, SA-A, ECF DATE CIRCULATED: SEPTEMBER 22, 2005 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nancy Weil PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: Arneta Henninger SITE AREA: 16,777 sguare feet BUILDING AREA (gross): N/A LOCATION: 4300 NE 4th Street I WORK ORDER NO: 77468 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtiGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Ailport 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 addition I info ion is needed to properly assess this proposal. City of Rent~n Department of Planning I Building I Public •• ~rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: S~eI ~-k~ COMMENTS DUE: OCTOBER 6, 2005 , APPLICATION NO: LUA05·101, SA-A, ECF DATE CIRCULATED: SEPTEMBER 22,2005 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nancy Weil PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: Arneta Henninger SITE AREA: 16,777 square feet BUILDING AREA (gross): N/A LOCATION: 4300 NE 4th Street I WORK ORDER NO: 77468 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. 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 UgMIGlare Plants Recreation Land/Shoreline Use Lltilities Animals Transportation Environmental Health Public Services Energyl 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 application with articular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional in ation i ne ded to properly assess this proposal. Signature of Director or A Date City of Renton Department of Planning / Building / Public horks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEWING DEPARTMENT~ COMMENTS DUE: OCTOBER 6, 2 DATE CIRCULATED: SEPTEMBER 2 APPLICANT: David Dean, In Form, Inc. Station #1468 SITE AREA: 16,777 s uare feet BUILDING AREA LOCATION: 4300 NE 4th Street WORK ORDER NO: 77468 '. SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtIGlare Plants Recreation Land/Shoreline Use Utilities Animals TransjJQrtation Y Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 'T~\F <S~t;T if LR '-\ ~ -k3 crl;)'8/~cv~ S' ee. Cl tf,(lt:J1ed to/12ft5 ffleJl1o, B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS Representative Date ; Project Name: Project Address: Contact Person: 5B£6 w~ ~aHJ~ 1114108 4~Q tyG I}\:Vl ~ ~'-{L( S# ______________ _ Permit Number: ~Lu~~~O~S~-~IO~\ ____________________________________ ___ Project Description: ~ y fYq, "?0~-WS ± \LL.oS,lc 0 E):6I\10() -SWWlli{ "SITE . Land Use Type: o Residential ~etail o Non-retail Calculation: \So MT \SO r.. ~',S Transportation Mitigation Fee: Calculated by: Date of Payment: Method of Calculation: o ITE Trip Generation Manual, 7th Edition O. Traffic Study dZf-other . . 5U~Ml1l1\{.. P61'2-\~\C ~~\'-f~00 '~"I \.\6F"~~w~ .TR-~\\)SfO~mnot0) I tJC 1:> t:\1E-D '/;). 'V 14'00 ;}- Date: q /J8/~ I I ---------------------------------- I PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: October 12, ~005 . ,7-~,.-­ Arneta Henrunger, Development ServIces n 'A \ ~\ \ ,:::, TO: FROM: Nick Afzali, Transportation Planning & progr~ SUBJECT: Proposed Safeway Fueling Station 4300 NE 4th Street Green Folder Following are comments regarding the above subject: ~ The site plan shown for the proposed Safeway fueling station is unacceptable. Please see attached memo dated August 24,2005. The site plan must be revised to prevent queuing conflicts adjacent to NE 4th Street. ~ Regarding the Project Narrative, item 8 -Access. We disagree with the statement that "The location ... should not hinder the flow of traffic along NE 4th Street". As stated above, the site plan must be revised so that the flow of traffic along NE 4th Street is not impacted. ~ On page 13 in the environmental checklist, item 14g (Transportation) -no measures are proposed to reduce or control transportation impacts. However, NE 4th Street will be impacted by the proposed site plan. Modifications to the site plan and the internal circulation should be required in order to minimize transportation impacts to NE 4th Street. ~ The modifications as described in the August 24, 2005 memo reflect minimum site plan revisions required. Transportation previously verbally discussed with Kayren Kittrick additional site plan revisions which would provide even better internal on-site circulation and traffic operations on NE 4th Street. These revisions are attached. We request these additional site plan revisions also be given consideration. Attachment: Drawing markup with minimum required site plan revisions Drawing markup with additional proposed site plan revisions Memo dated 08/24/2005 to Kayren Kittrick and Jennifer Henning Cc: Sandra Meyer, Transportation Division Director Kayren Kittrick, Development Services Jennifer Henning, Development Services Karl Hamilton, Transportation Operations Manager Keith Woolley, Transportation Planning Bob Mahn, Transportation Planning File H:lDivision.s\TRANSPOR.TAT\PLANNING\RLM\REVIEWS\200S\NE 4th Safeway Gas Green Folder.doc 1--- I __ 1 \ 1---- 1 L-. 1 , 1 I 1 1 1 I 1 L_ -- ~ ¥ I \ I \ I \ I \' I ) d I /I L " i I I 1 1 1 L r~~~ I J--J r-T b I I tJ I I~ o 1[5 p I I ~JP ( + ·"L. ........ r I I p rr~~, { \ ;l en -rt\ (J) --; ~ f:1~ I~ 0 I I I I I I I I L __ _ '\ \\ \ \ ~ ! \ / \ I \ I I I I I I i I I I I L~ '/ = ;~ r-=. "L"-,, rr' 'I I 'J .':', ,: I .... I I I ~:: . . I~: J . <I :'1 ~ II, I . , !\ I: (( .. --.. -.. -. '\ , if ,. \ II , . 62. I ~ ;: I n b . I ij ~ 'i ! I' , ,I I :1 !:' .; " i I:, I -I I' ~ ,. ~ L I: ~ I \ ('C) I I I 62. " .. DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM September 23,2005 Nancy Weil, Senior Planner Corey Thomas, Plans Review Inspector SUBJECT: Comments for Safeway Fueling Station # 1468 ENVIRONMENTAL IMPACT COMMENTS: 1. A fire mitigation fee of $2,269.80 is required based on $0.52 per square foot of canopy area. CODE RELATED COMMENTS: 1. The preliminary fire flow is 2,500 gpm, one hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of underground fuel tanks and tank monitoring systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are required to be 20 feet in width with turning radius of 45 foot outside and 25 foot inside. 4. City of Renton ordinances do not allow for unattended fueling operations at any time. City of Renton Department of Planning / Building / Public horks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: R re...... COMMENTS DUE: OCTOBER 6, 2005 APPLICATION NO: LUA05-101, SA-A, ECF DATE CIRCULATED: SEPTkMBER 22, ~005 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nan6ywefl----------'------ PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: Arneta Henninger c: J: P "., 1\1'\ ,,, .. --'" v LUUJ SITE AREA: 16,777 square feet BUILDING AREAJgross): N/A LOCATION: 4300 NE 4th Street I WORK ORDER NO: 77468! SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Acfinlntstrative Site Plan approval for the _ construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. 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. POL/CY-RELA TED 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. 7 Date City of .• _ •• ton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?11')De(~ S\{cS COMMENTS DUE: OCTOBER 6, 2005 APPLICATION NO: LUA05-1 01, SA-;, ECF -.....J DATE CIRCULATED: SEPTEMBER 22, 2QQ5,~ .•• "":'0' .. ,-r'; APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nancy Weil t ,.", PROJECT TITLE: Safewav Fueling Station #1468 PLAN REVIEW: Arneta Henninger SITE AREA: 16,777 square feet BUILDING AREA Jgross): NlA ,. , , LOCATION: 4300 NE 4th Street WORK ORDER NO: 77468 UTiL'1 " SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable Environment Minor Major Impacts Impacts Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY-RELATED COMMENTS More Element of the Information Environment Necessary Housing Aesthetics Light/Glare Recreation Utilities Transoortation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet lN~U ~ MuJ 01-.. ~S J,VYU)_ Probable Probable Minor Major Impacts Impacts IO!~(20~ • Date More Information Necessary City of Renton Department of Planning / Building / Public ~.vrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Cer£.h 1.u:.fiL':Y"' COMMENTS DUE: OCTOBER 6, 2005 APPLICATION NO: LUA05-1 01, SA-A, ECF DATE CIRCULATED: SEPTEMBER 22,2005 APPLICANT: David Dean, In Form, Inc. PROJECT MANAGER: Nancy Weil PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: Arneta Henninger SITE AREA: 16,777 square feet BUILDING AREA (gross): N/A LOCATION: 4300 NE 4th Street I WORK ORDER NO: 77468 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. 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 additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of R_ ..• _n Department of Planning / Building / Public . (-8 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ COMMENTS DUE: OCTOBER 6, 2005 .... APPLICATION NO: LUA05-101, SA-A, ECF DATE CIRCULATED: SEPTEMBER 22, 2005 ~(") ,,.. 11 ~A~P~P=L~IC~A~N~T~:~D~a~v~id~D~ea~n~,~ln~F~or~m~,~ln~c~. ________________ -+~P~R~O~J~E~C~T~M~A~N~A=G~E~R~:~N~a~n~c~yW~e~i~I ________ 7~C~~r-~~~~>~ ~~ ~ ':"tl PROJECT TITLE: Safeway Fueling Station #1468 PLAN REVIEW: Arneta Henninger SITE AREA: 16,777 square feet BUILDING AREA (gross): N/A <0 C5 LOCATION: 4300 NE 4th Street WORK ORDER NO: 77468 t=\ -.? ("D m SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) RevieWiirlcrAdministrative Site Plaripproval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the AqUifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. 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 B. POLICY-RELATED COMMENTS ~~M~ID&h. -.. C. CODE-RELATED COMMENTS ~aM. M~ad3 I?JIMIM We have reviewed this application with particular attention to those areas in which we have expertise an have identified areas of probable impact or areas whel< dditional information is nee d to properly assess this proposal. Date DATE: LAND USE NUMBER: PROJECT NAME: September 22, 2005 LUA05-1 01, SA,A, ECF Saleway Fueling Station #1468 PROJECT DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling statIon located at the existing Sateway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers ~nd two underground tanks are proposed, as well as associated parking, landscapl~g, and utility Improvements. The site IS z~~d Commercial Arterial (CA) and is located In the 4th Street Commercial COrridor and Business District Overlays. The site IS located In the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. PROJECT LOCATION: 4300 NE 4th Street OPTIONAL'OETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City 01 Renton l"Ia8 determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M I. likely to be Issued. Comment periods tor the project and the proposed ONS-M are Integ~ated Into a sing'? comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Slgniflcance- Mitigated (ONS-M). A 14-day appeal period will follow the Issuance of the ONS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: August 19, 2005 September 22, 2005 APPLICANTIPROJECT CONTACT PERSON: David D •• n,ln Form, Inc,; T.I: (425) 821-7760; Eml:ddeanOlnformarch.com PermhliRevlew Requested: Ottt.r Permits which may be required: Requeeted Studle.: Location where application may be reviewed: CONSISTENCY OVERVIEW: ZonlnglLand Use: Environmental Documents that Evaluate the Proposed ProJect: Development Regulations Used For Project M~lgatlon: Envlronmenta' (SEPA) Review, Admlnlltratlve Site Plen approval Fire, Con It ruction, Sign, and Building Penn Its Traffic Impact Analysl., Drainage and Geotechnical Reports PlannlnglBulldlng/Public Work. Department. Development Service. Division, Sixth Floor Renton City Han, 1055 South Grady Way, Renton, WA 98055 The subject site Is designated Commercial Corridor (Ce) on the City of Renton Comprehensive Land Use Map and Commercial Arterial (CA) on the City's Zoning Map. The proposal Is consistent with both the Comprehensive Plan and Zoning deSignation. Environmental (SEPA) Checklist The project will be subject to the City's SEPA Ordinance, Zoning Code, Public Works Standards, Uniform Building Code, Uniform Fire Code, and other applicable codes and regulations as appropriate. Proposed Mitigation Measuras: The following Mitigation Measures wlllilkely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. Temporary Erosion and SedImentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development SeNlces Division for the duration of the project. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square footot new construction prior to the Issuance of building or constroctlon permits. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issU8llC6 of building permits. The applicant will be required to follow the recommendations contained with the Geotechnical Engineering Study prepared for this project with regard to the disturbance, preparation and constroction of the site. Comments on the above application must be submttted In writing to Nancy Well, San lor Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 5, 2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notifIcatIon by mall, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Nancy Well, Senior Planner; Tel; (425) 430-7270 PLEASE INCWDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION II you would like to be made a party of record to receive further inlormation on this proposed project, complete this form and relurn to: City of Renton, Development Planning, 1055 So. Grady Way, Renlon, WA 98055. Name/File No,: Safeway Fueling Station #1468/LUA05-101, SA-A, ECF NAME: MAILING ADDRESS: __________________________ _ TELEPHONE NO.: ________ _ CERTIFICATION -" .......... ,'" _---R. AL '\\\ O J . / ? ~~~ ......... ~ 'i I, er~k. or~h , hereby certify that ~ copies of the above d~~\ON 12'+;;.:<:> \ were posted by me in ~ conspicuous places or nearby the described prope#:il>M ~OTARy -~\ ~ ;~ ~ :u _0-m: I DATE: ~/rkJ..1 05 SIGNED: DR. .... PUBL\C ./ j ,......a~19-'i)IQ/ ,:' , ,\ ........ - c:1dfla~ ~ ~ /I i", C! d(J wm /?c.r-_.J ______ , on the _':..-Y"V __ day of __ -",-~....;... _______ _ NOTARY PUBLIC SIGNATURE: CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the ~ day of September, 2005, I deposited in the mails of the United States, a sealed envelope containing Acceptance Ltr, NOA, Env. Checklist, & PMT's documents. This information was sent to: Agencies -NOA, Env. Checklist, & PMT's See Attached David Dean, In Form, Inc. -Accpt Ltr Contact! Applicant Sarah Osborne, Safeway Inc. -Accpt Ltr Owner Surrounding Property Owners See Attached (Signature of Sender);,..: ~:7...d~~1-~a~~~~----------- STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the ~~:I'."',\ purposes mentioned in the instrument. /0 f) t? L _ h~~SSib1~~' ... '1/24/0) ~~'~~1~"'·"#. ~~"~'" Dated: . 0 .-~ t't\ I Notary Public in and for the Sate of W shift on-'-~: :xl ~ , j/ ~ ". PuBLIC :' : A-or nan 1'1 :4 L0{Clf'tcie r '"C/~.'··"'!'HJi}P ..... j .3 -,Ci -Of::? ~Qt-"""~ct/ \\" WAS __ -"", ........ - Notary (Print): My appointment expires: Safeway Fueling Station #1468 LUA05-1 01 , SA-A, ECF template· affidavit of service by mailing Dept. of Ecology " Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region" Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers" Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor" Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, W A 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold" Muckleshoot Indian Tribe Fisheries Dept. " c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160th Ave SE 39015 -172nd Avenue SE Bellevue, WA 98008 Auburn, WA 98092 Duwamish Tribal Office" Muckleshoot Cultural Resources Program * 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division" Office of Archaeology & Historic Environmental Planning Supervisor Preservation" Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, W A 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, W A 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. " Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing 880500002006 4321 LLC C/O JSH PROPERTIES INC 10655 NE 4TH ST #300 BELLEVUE WA 98004 325970016003 BURTON LIVING TRUST 14619 204TH AV SE RENTON WA 98059 880700015006 CHAMBERS RHONDA R 4201 NE 5TH ST #4219 RENTON WA 98059 325970017001 DIAMOND SUSAN MARIE 4231 NE 5TH ST RENTON WA 98059 880930004002 EGAN DIANE L 4110 NE 5TH RENTON WA 98059 325970004009 GEHRING JANET E 4231 NE 5TH ST #A-201 RENTON WA 98059 880700014009 HAMADA ALAN N 4217 NE 5TH ST RENTON WA 98059 325970022001 HOISINGTON LIN-MARIE 4231 NE 5TH ST #0-203 RENTON WA 98059 880930015008 JESSIE LEAN ETTA M 4212 NE 5TH ST #4212 RENTON WA 98059 325970018009 KEYES CHARLES R C/O JIM KEYES PO BOX 489 EASTSOUND WA 98245 880930001008 BARRERA PALMA GUILLERMO+PEREZ IRMA RAMIREZ 4102 NE 5TH ST RENTON WA 98059 102305937405 C/O EQUIVA SERVICES LLC TAX DEPARTMENT -PROPERTY PO BOX 4369 HOUSTON TX 77210 325970023009 CORBIN KIMBERLY A DR 4231 NE 5TH ST #E-101 RENTON WA 98059 880700011005 DIXON WAYNE 4205 NE 5TH ST RENTON WA 98059 102305941100 FIELDS TOM M+BRENNA M PO BOX 641 RENTON WA 98057 325970011004 GROGAN MATTHEW+KATHLEEN E 4231 NE 5TH ST #B-202 RENTON WA 98059 325970015005 HANNAY MARK A 4231 NE 5TH ST #C-201 RENTON WA 98059 325970028008 HUNG LAU KWOK LING FOK MUI 9920 NE 140TH PL BOTHELL WA 98011 . ~t{ 325970026002 i 'cJde~~~~~ ( KEATON TAMI J f" CLS ~ ql~1\D 4231 NE 5TH ST #E-201 RENTON WA 98059 325970002003 KEYES CHRISTINE A 4231 NE 5TH ST #A-102 RENTON WA 98056 325970008000 BROADNAX ARMANDO 0 JR 4231 NE 5TH ST #B-102 RENTON WA 98059 518210000908 CAR WASH ENTERPRISES INC PO BOX 70527 SEATTLE WA 98127 518210004108 DENTON JAMES M 4455 TOLT RIVER RD NE CARNATION WA 98015 880500004002 DVCH INVESTMENTS LLC C/O JSH PROPERTIES INC 10655 NE 4TH ST #300 BELLEVUE WA 98004 880700002004 GAMBA MAXINE N 4105 NE 5TH ST RENTON WA 98059 880930009001 HAGAN KRISTOPHER 0 4126 NE 5TH ST RENTON WA 98059 518210003902 HATCH JANET 4405 NE 4TH ST RENTON WA 98059 880700001006 JENKINS JOHN 4103 NE 5TH ST RENTON WA 98059 880930003004 KELLER MICHAEL L 4108 NE 5TH ST RENTON WA 98059 325970012002 KIM YOUNG Y & HYANG B 4231 NE 5TH ST #B-203 RENTON WA 98056 102305926309 KING COUNTY WATER DIST #90 15606 SE 128TH RENTON WA 98059 102305913208 LEGATO INC 3300 MAPLE VALLEY HWY RENTON WA 98058 325970013000 LUBBERS GLORIA M 4231 NE 5TH ST #C-101 RENTON WA 98059 325970001005 MCLENDON TED & GERRY 5750 MATTERHORN PL NW ISSAQUAH WA 98027 325970027000 NEIGHHBORS CRIS 4231 NE 5TH ST #E-202 RENTON WA 98059 880700006005 NGUYEN VICKI N 4115 NE 5TH ST RENTON WA 98059 325970007002 PEACOCK ANNE MARIE 4231 NE 5TH ST #B-101 RENTON WA 98059 880930013003 RAMRAKHA AMAR CHAND 4206 NE 5TH ST RENTON WA 98059 880500003004 SAFEWAY INC STORE 1468 C/O COMPREHENSIVE PROP TAX 1371 OAKLAND BL STE 200 WALNUT CREEK CA 94596 325970014008 SHERGRUD DANIEL W 4231 NE 5TH ST #C-102 RENTON WA 98059 102305902904 LALL CHANDER P+MARIA 4710 SUMMERSET AV SE BELLEVUE WA 98006 325970025004 LENT HOWARD L+BETTY A 4231 NE 5TH ST #E-103 RENTON WA 98059 880930007005 MADRIGAL MARIA LUISA 4120 NE 5TH ST #4120 RENTON WA 98059 880930017004 MEE GEORGIA KATE 4218 NE 5TH ST RENTON WA 98059 880700007003 NELSON ANTONETTE E 4117 NE 5TH RENTON WA 98057 325970003001 OBERBILLIG JEFFREY J 4231 NE 5TH ST #A103 RENTON WA 98059 325970006004 PIECZYNSKI RAYMOND K 4231 NE 5TH ST #A-203 RENTON WA 98059 325970020005 RESOVSKY NANCY L 4231 NE 5TH ST #D-201 RENTON WA 98059 880700016004 SALGADO VICTOR M 26219 164TH PL SE COVINGTON WA 98042 325970024007 SHIMIZU AIKO HELEN 4231 NE 5TH STREET #E-102 RENTON WA 98059 518210002003 LANGLEY 4TH AVENUE ASSOCIATES LLC It, «- 4225 4TH AV NE I"O'SiA.G1 RENTON WA 98055 '11,&1(D6 880700009009 LINDNER JOHN J 4201 NE 5TH ST RENTON WA 98059 880930005009 MATHER KATHERINE E 4114 NE 5TH ST RENTON WA 98059 325970019007 MIYAHARA TIMOTHY 4231 NE 5TH ST #D-103 RENTON WA 98059 880930014001 NEUANSOURINH PONET T 4208 NE 5TH ST RENTON WA 98059 880930002006 PARAFINA MARLENE P 4104 NE 5TH ST RENTON WA 98059 325970021003 PORTER ERICA 4321 NE 5TH ST RENTON WA 98059 325970010006 ROMO JAMES A 4231 NE 5TH ST #B-201 RENTON WA 98059 325970005006 SCHMEICHEL WILLIS H+CHARLEN 14311 148TH PL SE RENTON WA 98059 325970009008 SHIONO KEIKO 4231 NE 5TH ST #B-103 RENTON WA 98056 880700013001 SIMMONS DARRELL C 4215 NE 5TH ST RENTON WA 98059 880930006007 TERRY LAUREL A 4116 NE 5TH ST RENTON WA 98059 880930018002 VAN WINKLE RAYMOND J 4220 NE 5TH ST #4220 RENTON WA 98059 880700004000 VITOLO TINA L 4109 NE 5TH ST RENTON WA 98059 880700003002 WILLIAMS STEPHANIE+MARVIN P+KATHERINE 4107 NE 5TH ST #4107 RENTON WA 98059 880930011007 SINGERMAN MARLENE 4200 NE 5TH ST RENTON WA 98059 880930012005 THUERINGER TREASA L 14030 SE 139TH ST RENTON WA 98059 880930010009 VAUGHAN STEPHEN T PO BOX 817 RENTON WA 98057 880700012003 WASHINGTON-HARVEY CARMELA M 4207 NE 5TH ST #4207 RENTON WA 98059 880700005007 YAMAMURA GEORGE+LAURIE TRUST THE 4113 NE 5TH ST RENTON WA 98059 880700008001 SMITH LINDA MAE 4119 NE 5TH ST RENTON WA 98059 518210003100 U S POSTAL SERVICE 17200 116TH AV SE RENTON WA 98058 880930016006 VAZQUEZ SUE LYNN 4214 NE 5TH ST RENTON WA 98059 , ~j.e 880700010007 "'ctdeli ,,!~-J A'#~ WHITE ESTHER Y (·is ~/' 4201 NE 5TH ST #4203 111., 7/tJii RENTON WA 98059 880930008003 ZEE JULIA P 4122 NE 5TH ST RENTON WA 98059 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: September 22,2005 LAND USE NUMBER: LUA05-101, SA-A, ECF PROJECT NAME: Safeway Fueling Station #1468 PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Site Plan approval for the construction of fueling station located at the existing Safeway at 4300 NE 4th Street. The proposal would include a 4,365 square foot canopy with a 464 square foot kiosk. Four fueling dispensers and two underground tanks are proposed, as well as associated parking, landscaping, and utility improvements. The site is zoned Commercial Arterial (CA) and is located in the 4th Street Commercial Corridor and Business District Overlays. The site is located in the Aquifer Protection Zone 2. A 60 to 90 day construction schedule is estimated. PROJECT LOCATION: 4300 NE 4th Street OPTIONAL-DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: August 19,2005 NOTICE OF COMPLETE APPLICATION: September 22,2005 APPLICANT/PROJECT CONTACT PERSON: David Dean, In Form, Inc.; Tel: (425) 821-7760; Eml:ddean@informarch.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Environmental (SEPA) Review, Administrative Site Plan approval Fire, Construction, Sign, and Building Permits Traffic Impact Analysis, Drainage and Geotechnical Reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 The subject site is designated Commercial Corridor (CC) on the City of Renton Comprehensive Land Use Map and Commercial Arterial (CA) on the City's Zoning Map. The proposal is consistent with both the Comprehensive Plan and Zoning designation. Environmental (SEPA) Checklist The project will be subject to the City's SEPA Ordinance, Zoning Code, Public Works Standards, Uniform Building Code, Uniform Fire Code, and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. "- Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $0.52 per square foot of new construction prior to the issuance of building or construction permits. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the issuance of building permits. The applicant will be required to follow the recommendations contained with the Geotechnical Engineering Study prepared for this project with regard to the disturbance, preparation and construction of the site. Comments on the above application must be submitted in writing to Nancy Well, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 5, 2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Nancy Well, Senior Planner; Tel: (425) 430-7270 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I RM-F cA ! i i; ~ i .fi •••••• s ..... _ ...... j .--.. ! IGlst St. llR-l0 Ii ' 11 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. Name/File No.: Safeway Fueling Station #1468/LUA05-1 01, SA-A, ECF NAME: MAILING ADDRESS: TELEPHONE NO.: Kathy Keolker-Wheeler, Mayor September 22,2005 David Dean In Form, Inc 12330 120th Avenue NE Kirkland, WA 98034 Subject: Safeway Fueling Station 1468 LUA05-1 01, SA-A, ECF Dear Mr. Dean: CITY )F RENTON PlanninglBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on October 18, 2005. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7270 if you have any questions. Sincerely, ~ ~,~lj~ NancyWeil Senior Planner cc: Safeway Inc. I Owner ------------l-O-SS-s-o-u-th-a-r-ad-y-W,-a-y---R-e-nt-on-,-W-a-Sh-i-ng-to-n--98-0-5-S------------~ * This paper contains 50% recycJed material, 30% post consumer AHEAD OF THE CURVE DATE: TO: FROM: SUBJECT: PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT MEMORANDUM August 24, 2005 Kayren Kittrick, Development Services Engineering Supervisor /l~~ Q Jennifer Henning, Development Services Principal Planner L ~.r;;, oS- Nick Afzali, Transportation Planning & Programming Supervisor ~( Proposed Safeway Fueling Station 4300 NE 4th Street Regarding the above subject, it is our understanding that a pre-application meeting was held with Safeway in June, and that comments provided to the applicant did not include any transportation comments other than noting the required traffic mitigation fee. We appreciate being provided a copy of the pre-application drawings. In reviewing these drawings, we have some comments and concerns. The proposed fueling station is immediately adjacent to NE 4th Street. With the current fueling station layout, queuing and turning movement conflicts will occur just yards from NE 4th Street, likely impacting safety and operations on'NE 4th Street. This situation is not unlike the Safeway fueling station on S 3nl Street, where queuing vehicles often obstruct vehicles exiting S 3.nl Street. S 3nl Street is one-way with parking width on both sides such that the driveway congestion impact on S 3nl Street is minimized, whereas a similar scenario on NE 4th Street will likely have much greater impact. Commercial developments on arterials should have receiving driveway throats of sufficient length to allow vehicles to exit the arterial without any potential obstruction. Safeway must be required to modify the two existing driveways such that vehicles entering the development I' cannot make turns until the internal east-west driveway. Please see the attached drawing for an acceptable alternative. The air/water station may need to be located in a different location. We have also provided photos of a similar Safeway fueling station in Auburn, where the fueling stations have been separated from the driveway entrance to avoid queuing conflicts. As you are likely aware, the City Council adopted the NE 3nl/4th Corridor Improvements in May as the long-range transportation plan for this corridor. We feel the requested modifications to this proposed development will reduce its impacts to traffic operations on NE 4th Street and support the long-range plan to transform this corridor into a 'boulevard' concept. We have appreciated previous opportunities to review proposed developments during the pre- application process. We would have liked to have been made aware of this proposed Safeway Kayren Kittrick Jennifer Henning Page 2 of2 August 24, 2005 RG: Proposed Safeway Fueling Station at 4300 NE 4th Street . . fueling station development, as it fronts a congested principal arteriaL We request that in the future the Transportation Systems Division be informed during the pre-application process' regarding proposed developments when the development fronts or has primary access from a classified City arterial street. . Attachment: June 2, 2005 Pre-Application meeting drawing with markups of proposed revisions Photos of Auburn Safeway fueling bay layout Cc: Karl Hamilton, Transportation Operations Manager Keith Woolley, Transportation Planning Bob Mahn, Transportation Planning File h:\division.s\lranspor.latlplanning\r\m\reviews\200SIne 4th safeway fueling station pre-app.doc / K.--- -.. , (( '\ '-:;..:." . ..:..=....: ~-.--"-. , ., !, ~. _ .. \ .... ® II, ,. \ II :1 I: I' i: " I \ I !; i "''-0:'' '.'1 I I I I ~ I ~r I 02. '. .. ',' ' ''I' , ... ~ ./~ "' ~ .................... . City of Renton LVAos -fol LAND USE PERMIT DEV~~P:M%~~~NlNG MASTER AP'PLICA TION AUG 192005 PROPERTY OWNER(S) ADDRESS: APPLICANT (if other than owner) COMPANY (if applicable): ADDRESS: CITY: ~I TELEPHONE NUMBER 'A2~) ~t.J.. 7k'D CONTACT PERSON COMPANY (if applicable): rJ ADDRESS: I~ CITY: ZIP: TELEPHONE NUMBER AND E-MAIL ADDRESS: 4Jz -r ') "31.1--77(,;0 ~OO- PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: PROJECT/ADDR SS(S)/LOCATION A~D ZIP CODE: 4~oo I-J;. 4-~/::(~1 ~ ot-l J 'V'-!;;:' q c> KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): ~SC~ctD-eo~o EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING: C-b- PROPOSED ZONING (if applicable): ~ 'p. SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): NUMBER OF PROPOSED L9TS (if applicable): ~ I NUMBER OF NEW DWELLING UNITS (if applicable): 09124/03 PRO CT INFORMATION contin -, I ., , NUMBER OF EXISTING DWEWNG UNITS (l':Plicable): , PROJECT VALUE: 114~0;~,~ \..1 . -- IS THE SITE LOCATED IN ANY TYPE OF SQUARE FOOTAGE OF PROPOSED RESIDJeTIAL BUILDINGS (if applicable): ~,' J> ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF EXISTING RESID~%L SQUARE FOOT AGE (if applicable): BUILDINGS TO REMAIN (If applicable): ~ . CJ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL CJ AQUIFER PROTECTION y:. T'Ml BUILDINGS (if applicable): ~ 4- . CJ FLOOD HAZARD AREA ,..1 E>-sq. ft . SQUARE FOOTAGE OF EXISTING NON-RE~tNTIAL BUILDINGS TO .REMAIN (if applicable): 1-1 CJ GEOLOGIC HAZARD sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL ~ILDINGS (if CJ HABITAT CONSERVATION sq. ft. applicable): .B. ~ CJ SHORELINE STREAMS AND LAKES sq. ft. NUMBER OF EMPLOYEES TO BE Ei~LOYED BY THE NEW PROJECT (if applicable): i r ";~I ~ CJ WETLANDS sq. ft. .1 I , LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION -' TOWNSHIP --' RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. ~~-. ~~~\zr? TYPE OF APPLICATION & FEES List all land use applications being applied for: 1 . .0.0""' .... \, L.~l-.i ~r"Z..~~ ~\~. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Namels) . declare that I am (please check one) _ the current owner of the property involved in this application or the authorized representative to ad for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respedS true and corred to the best of my k~owledge and belief. I certify that I know or have satisfadory evidence thaT"J:> 0\ / I d N· =:Derl V ~~~ signed this instrument and acknowledged it to be hislherltheir free and voluntary ad for the ~~_ uses and purposes mentioned in the instrument. -=:: (Signature of ~~~epresentative) I 'T?A.~\O 1"'\. ~~ (Signature of ~/Representative) My appointment expires: 1()~/0 -{/J ---- 1"'\ ••• '''''''"'J_ ..... J ................ _,/~'''rYft&!'J"IQnninftJrnQd,.."'nn cf.nl": 09/24/03 City of Renton Development Services 1055 South Grady Way Renton, W A 98055 Re: Authorization for Inform Architecture, Inc. Dear Development Services Personnel: August 1, 2005 Safeway Inc. hereby authorizes Inform Architecture Inc. to submit a Land Use Permit Master Application for its fuel station project at 4300 NE 4th Avenue on its behalf. Inform Architecture will be the primary representative for this submission. Please do not hesitate to contact me with any questions or concerns. Sincerely, ~-----Sara Osborne Real Estate Representative Safeway Inc. 425.637.2267 · . LEGAL DESCRIPTION LOTS 1, 2, AND 3 OF CITY OF RENTON BINDING SITE PLAN NO. LUA-SS-IZ>SS-BSP ENTITLED "UNION AVENUE SAFEWAY" AS RECORDED IN VOLUME I1b, PAGES 84 TI4ROUGI4 88 RECORDS OF KING COUNTY, WASI4INGJTON. 2.2. "Common Area". All those portions of the Shopping Center not shown as Building Area on Exhibit A. 2.3. "Environmental Laws". Any and all applicable federal, state and local statutes, regulations, ordinances and rules as presently existing or as may be amended or adopteJ in the future, pertaining to the protection of human health and/or the environment. 2.4. "Hazardous Substances". Any and all hazardous, toxic or radioactive substance, waste, or material, including without limitation petroleum oil and its fractions, requested or defined by applicable Environmental Laws. 2.5. "Lease". This Shopping Center Pad Ground Lease. 2.6. "Leased Premises". The portion of the Shopping Center designated and outlined in a bold dotted line on Exhibit A-Page 1, exclusive of improvements to be constructed thereon by Tenant. Such portion of the Shopping Center so designated is legally described in Exhibit A-Page 2. 2.7. "Shopping Center". The real property in the City of Federal Way, County of King, State of Washington, shown on the plan, dated i~\u~ y 1 1.LCC' ,attached hereto as Exhibit A and made a part hereof and described on Exhibit B, attached hereto and made a part hereof. Portions of the Shopping Center may be sold to third parties, but shall remain subject to the terms of this Lease (as applicable). 2.8. "Supennarket Premises" Those certain premises in the Shopping Center currently leased by Tenant from Landlord. 3. Agreement to Lease. Shopping Center Lavout and Use. 3.1. Lease of Leased Premises. Landlord hereby leases to Tenant the Leased Premises, reserving to itself for the benefit of its invitees and employees, and other occupants of the Shopping Center' and their respective customers, invitees and employees, easements for ingress and egress over the Common Area of the Leased Premises, subject to the Declaration of Restrictions and Grant of Easements dated September 9, 1976 (the "'REA") .. ... ... ? :2= Use of Leased Premises . Tenant shall have the right to use the Leased Premises for the operation of a retail gas station (full service and/or self service) selling gasoline and other fuels. oil 1555 gas 1 (07112/00) Page 2 of33 Safewav Facilitv No.: 1555 -.. _... -.' ..... and other petroleum products. and for a convenience store selling groceries. beer and wine, and other items commonly sold from time to time in a general food supermarket. Tenant also shall have the right to use the Leased Premises for any lawful retail purpose, pro\-ided that Tenant shall not use the Leased Premises in any manner that violates those certain exclusive rights, previously granted to other occupants of the Shopping Center, more particularly as described in Exhibit C (the "Existing Restrictions")-The following provisions which address Permitted Exclusives do not apply to Existing Restrictions. Furthermore, Tenant shall not use the Leased Premises in any manner that violates a Pennitted Exclusive, as that, term is defined in Section 16.3, except as set forth in the next sentence. Notwithstanding the immediately preceding sentence, so long as Tenant or an affiliate of Ten ant is operating the Supennarket Premises as a grocery supermarket, Tenant shall have the right to use the Leased Premises for any items commonly sold and/or services commonly offered from time to time by Tenant or by other general food supermarkets, including general food supermarkets with gas . stations or kiosks or convenience stores, which may include the offering of such goods and/or services by a subtenant, licensee or concessionaire. 3.3. Use of Common Area. 1555gas 1 (07/12/00) 3.3.1. The Common Area shall be for the sole and exclusive joint use of all tenants in the Shopping Center, their customers, invitees and employees, and Landlord hereby grants to Tenant and its customers, invitees and employees the right of such exclusive joint use of all of said Common Area. Except as specifically provided to the contrary elsewhere in this Lease, the Common Area improvements shall be used only for the purpose for which they were designed. By way of example, but not to the exclusion of anything not mentioned herein, parking areas shall be used for the parking of motor vehicles, drive aisles shall be used for access and traffic circulation, service areas shall be used for servicing and supplying tenants' businesses, sidewalks shall be used for pedestrian access and landscaped areas, trash dumpster areas and baskart collection areas shall be used only for such purposes. All of the uses pennitted within the Common Area shall be used with reason and judgment so as not to interfere with the primary purpose of the Common Area which is to provide for parking and access for only the tenants in the Shopping Center, their customers and invitees and for servicing of said tenants' businesses. Persons using the Common Area in accordance with this Lease shall not be charged any fee for such use without the written consent of Ten ant unless an appropriate governmental authority shall order such fee. If an appropriate governmental authority imposes a surcharge or regulatory fee on customer or employee parking or based on the number of parking spaces within the Shopping Center or any other similar fee or charge, then Landlord, Tenant and other tenants in Page 3 of 33 Safewav Facilitv No.: 1555 _EVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section .... ~I"'nJ"nn~ 'EVELOPMENT 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 2. Public Works Plan Review Section PROJECT NAME: 2~f~ kfdllVJ (! ~ DATE: lswJ t;, ~dPt[ LA 3. Building Section 4. Development Planning Section Q:\WES\Pw\OEVSERv\Forms\Planning\waiver.xls 07129/2005 DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM June 7,2005 Susan Fiala, Senior Planner Jim Gray, Assistant Fire Marshal SUBJECT: Safeway Fueling Station, 4300 NE 4th ST Fire Department Comments: 1. The preliminary fire flow is 2500 GPM, one hydrant is required within 150 feet of the structure and two additional hydrants are required within 300 feet of the structure. This requires a looped fire main by City Ordinance. 2. A fire mitigation fee of $2,296.80 is required based on $.52 per square foot of the structure. 3. Separate plans and permits are required for the installation of the fuel tanks, piping and alarm systems. 4. Provide a list of flammable, combustible or hazardous chemicals that are used or stored on site. Please feel free to contact me if you have any questions. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 9, 2005 Susan Fiala Arneta Henninger X7298 i\ ~ SAFEWAY GAS STATION PREAPPLICATION 05-077 4300 NE 4th St 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 Safeway Gas Station preapplication located in Section 10, Township 23N, Range 5E and have the following comments. WATER: • This site is in the City of Renton water service boundary. • This project site is located in the 565 Water Pressure Zone. The static water pressure at the street level is about 70 psi. • There is an existing 8" watennain located on the site. See City of Renton water drawing W2153 AsBuilt for details. • Per the City Fire Marshall, the preliminary fIre flow for this site is 2,500 GPM. 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. • In order to meet the fIre flow generated by the project, the applicant can extend a new 8" watennain stub from the existing main in NE 4th St and install a new fIre hydrant along with the domestic and irrigation meters or (if approved by the Fire Marshall) the applicant can choose to extend a new 8" watennain with a new fIre hydrant off of the 12" watennain located on the south side of the existing Safeway store. ", Safeway Gas Station NE4th St • The existing ftre hydrants may need to be fttted with stortz ftttings to bring them up to current City code. • Water System Development Charges-per City records this fee was paid in full under C940 1 06 construction permit. SANITARY SEWER: • There is an existing 8" sanitary sewer main located on the site. This 8" sewer main needs to be shown on the plans to insure that it does not conflict with the structures. There needs to be a minimum 15' separation from the sanitary sewer main. • Separate drains for the concrete islands are required to be connected to an oil water separator downstream in a vault in a positive direction. • The pavement around the concrete must drain in a positive direction away from the island into a storm drainage system. • If the gas station proposes restrooms they shall be connected to the sewer system downstream of the oil water separator. • A minimum 6" sidesewer pipe diameter installed at a minimum 2% slope is required for commercial sites. • A shutoff valve and box are required to be installed downstream of the oil water separator. • 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. • This site is within a private held Latecomers 8707. Per City records this fee was paid in full under C940 1 06 construction permit. • This site is within the East Renton mterceptor Special Assessment District (SAD 002). Per City records this fee was paid in full under C940 1 06 construction permit. • System Development Charges (SDC)--per City records this fee was paid in full under C940 1 06 construction permit. STREET IMPROVEMENTS: • A Transportation Mitigation fee of $75 per net new average daily trip will be required to be paid prior to issuance of a construction permit. I:\Projects'SAFEWGASP A.doc\cor Safeway Gas Station NE 4th St STORM DRAINAGE: • A conceptual drainage plan and report is required to be submitted with the formal application for the project. • There are existing storm drainage facilities in NE 4th St and on the site. If there are changes to this system then a conceptual drainage plan and report is required with the formal application for the project. •. The drainage plan is to be designed per the 1998 King County Surface Water Drainage Manual Level 2 Flow Control. • The Surface Water SDC fees are $0.249 (but not less than $715) per square foot of new impervious area. These fees are collected at the time a construction permit is issued. EROSION CONTROL MEASURES • All erosion control shall be per the DOE manual. 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 facility (RMC 4- 3-050H2d(i)). A fill source statement (RMC 4-4-060L4) is required ifmore than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-030C7) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)-Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. This is not intended to be a complete list of the AP A 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. I:\Projects\SAFEWGASP A.doc\cor .' y PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: June 16,2005 TO: Pre-Application File No. 05-077 FROM: Susan Fiala, Senior Planner, (425) 430-7382 SUBJECT: Safeway Fueling Station -(4300 NE 4tb Street) General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00, plus tax, from the Finance Division on the first floor of City Hall. NOTE: In advance of submitting the full land use application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. Project Proposal: The proposal is located within the existing Safeway property located at 4300 NE 4th Street. The applicant is proposing a 4,365 sq. ft. canopy covering four multi product dispensers (MPDs). Each dispenser allows for fueling on either side, resulting in eight fueling positions. A 464 sq. ft. kiosk, staffed by one Safeway employee, would also be under the canopy and used for paying for fuel, and purchasing convenience items. No food preparation, cooking, re-heating is proposed in the kiosk. A three-compartment sink would be used for cleaning equipment, such as coffeepots, soda dispenser trays, etc. Two underground storage tanks (USTs) are proposed. One would be 20,000 gallons containing regular grade fuel and the second tank would have two 10,000 gallon compartments holding supreme and diesel. The walk-in pay kiosk hours would be 6 am to 11 pm and the pumps would be operating 24 hours with pay at pump capability. Safeway Fueling Station -NE: llocation Pre Application Meeting Page 20f6 Staff notes a similar proposal for a fueling station at this Safeway was reviewed under Pre- application #01-113. However, the design of the fueling station in addition to the Renton City Development Standards have changed since that time. Zoning: The subject site is within the Commercial Arterial (CA) zoning designation on the City's Zoning Map. Vehicle fueling stations are outright permitted uses within the CA zone. The site is also located within the NE 4th Street Commercial Corridor (RMC 4-2-080G) and theNE 4th Business District (RMC 4-3-040F2). These standards take precedence over those of the base zone. However, where the standards/regulations are not outlined in the Corridor or District Overlay, the base zoning requirements of the CA zone are in effect. Development Standards: Lot Dimensions -There are no minimum requirements for lot size, lot width or depth within the CA zone unless located in a special corridor of which this site is within 1,200 ft. of the NE 4th Corridor; the minimum lot size is 5,000 sq. ft. The proposal would be located on an existing parcel that is greater than the minimum required. Please verify the site/parcel area at the time of formal land use application. Building Lot Coverage: The maximum lot coverage is 65 percent. At the time of formal land use application, please provide the building square footage of the footprints of the existing Safeway building and the proposed kiosk to determine lot coverage. Building Setback: The minimum front yard setback is 10ft. with no maximum unless within a Corridor District Overlay of which this project is within the NE 4th Business District. The District permits a maximum front setback of 15 ft. from the property line which may be modified to accommodate the boulevard improvement plan. When modified, a 15 ft. landscaped buffer shall be required within the increased setback. The proposal includes a canopy and kiosk within an existing shopping center. The canopy is about 14 ft. from the property line and is in alignment with the Schucks building located to the east. Staff notes this is in keeping with the intent of the code and maintains the appearance of the shopping center building siting. The minimum side yard along a street is 1'0 ft. and no rear or interior side yard setbacks unless the property abuts or is adjacent to a residential zone. The site is surrounded by commercially zoned properties thus no rear or interior side yard setbacks would be required. Building Limitations: There is no maximum gross floor area for a single commercial use or for a single office use except for within a special corridor of which this project is within the NE 4th Business District that limits the single commercial use size to 65,000 gross sq. ft. However, restrictions do not apply to uses such as grocery stores. Landscaping: The CA zone requires a minimum of 10ft. width of landscaping along the street frontage, except where reduced through the Site Plan Review process. The pre-application materials state that landscaping along NE 4th Street and any interior areas would not be disturbed by the construction and if damaged, it would be fixed. When a commercial lot is adjacent to a residentially zoned property, a 15 ft. wide sight- obscuring landscape strip is required. If the lot is abutting a residentially zoned property, a 15 077_ SafewayFuelingNE 4th_ CA.doc Sateway Fueling Station -NE 4111 Sl tion Pre Application Meeting Page 3 ot6 ft. wide visual barrier is required or a 10ft. wide sight-obscuring landscape strip may be allowed through the Site Plan Review process. In this case the surrounding parcels are zoned commercial, CA or CO. All landscape areas are to include an underground sprinkling system unless drought tolerant plantings are used. Please refer to RMC 4-4-070 for general and specific landscape requirements. Several of the specific landscape requirements include: the type and location of trees; soils to be used; drainage; plants; and berms (a copy of the code is included in your packet). Parking lots have specific landscape requirements. Surface parking lots require a minimum amount of landscaping according to the number of parking spaces. There are also landscape requirements for lots abutting public right-of-way and planting requirements. As part of the formal land use application, data on the percentage and square footages of the parking area that is landscaped must be provided. Please refer to RMC 4-4-080.F.7. All landscaped areas must be a minimum width of 5 feet within the parking areas and include an underground irrigation system. The perimeter landscape strip of the parking area must also be 5 feet in width. It does not appear that landscaping would be affected by the proposal. If existing landscaping would be removed, equal and/or comparable landscaping should be re- installed. Building Height: The maximum building height is 50 feet and may be exceeded provided a Conditional Use Permit is approved. The elevations provided indicate the canopy would be approximately 20 ft. in height and thus would be in compliance. Pedestrian Connection -All development in the CA zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances and internally from buildings to abutting retail properties. No changes to sidewalks are proposed. The applicant is proposing striping to the pavement for direction to the ADA parking stall. The striping can also serve as the pedestrian connection to the main parking area for the Safeway store. Screening/Refuse and Recyclables -Screening must be provided for all outside storage areas, as well as for surface-mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4- 090C7 (fence, landscaping, or combination of both). Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended prior to the submittal for building permits. The drawings submitted for building permit review will need to include elevations and details on the proposed methods of screening, if applicable. The site plan, Sheet SA-1.2 notes a dumpster. Please provide information on screening and its location if it is within the subject proposal. Access, Parking and Circulation: Access would be provided through existing internal driveways. No changes to curbs cuts onto NE 4th St. are proposed. Parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. The canopy and kiosk would be within an existing shopping center. The following ratio would be applicable to the proposal. 077_ SafewayFuelingNE 4th_ CA.doc sateway Fueling Station -NE: t. location Pre Application Meeting Page 40t6 Shopping Centers: A minimwn of 4 spaces per 1,000 sq. ft. of net floor area and a maximwn of5 spaces per 1,000 sq. ft. of net floor area. If any of the retail business include drive' through lanes, the business is required to accommodate sufficient stacking space to handle peak business demands and can not obstruct the circulation pattern. Queuing should allow for a minimwn of five (5) vehicles. Entrances and exists are to be located so as not to cause congestion in any public right-of-way. A minimwn of 10 feet in width is required for a one-way aisle. The proposed aisles for fueling appear to provide adequate queue and do not appear to conflict with the driveways from NE 4th St. Please take note that net floor area is the total of all floor area of a building, excluding stairwells, elevator shafts, mechanical rooms, loading and all floor below the ground floor, except when used for hwnan habitation or service to the pUblic. As related to these proposed uses, the areas to be deducted from the overall floor area may also include refrigeration rooms, lobbies, corridors/hallways and restrooms and those accessory areas that are used by the occupant(s). The parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 8~ feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. An aisle width of 24 feet is required for 90 degree parking stalls and a width of 18 feet is required for parallel stalls. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. Compact spaces are allowed up to 30% ofthe total required parking. The pre-application materials submitted states that the net building area of the Safeway store is 42,486 sq. ft. which requires a minimum of 170 spaces. Mter the kiosk is constructed 226 stalls would remain on site. The fueling station would reduce the total number of spaces by 26 stalls, but the minimum required and provided complies with parking regulations. At the time of formal land use application, please provide this data. Loading -In the requirements for Loading Space Standards, RMC 4-4-080J, all new buildings shall provide off-street loading space if the activity carried in the building requires deliveries to it of people or merchandise. Loading space is in addition to required off-street parking. Lighting: The applicant will be required to demonstrate how building, parking lot and any site lighting would not "spill" over into adjacent properties surrounding the subject site. A detailed lighting plan may be requested to be submitted at the time of building pennits. SEPAlEnvironmental Issues: The project would require SEPA review due to the size of the fuel tanks being greater than 10,000 gallons. The proposal would be brought to the Environmental Review Committee for review as it is their charge to make threshold detenninations for environmental checklists. Staff would likely recommend a Detennination of Non-Significance-Mitigated to the Environmental Review Committee. Mitigation of impacts is accomplished through fees related to issues such as transportation and fire. Sensitive Areas -Based on the City's Critical Areas Maps, the site is located in the Aquifer Protection Zone 2. The AP A Zones prohibit certain types of facilities, restrict the use and storage of hazardous materials and have additional requirements during construction and fill 077_ SafewayFuelingNE 4th_ CA.doc Safeway Fueling Station -NE 4th Sll ·on Pre Application Meeting Page50f6 activities. If the proj ect requires more than 100 cubic yards of fill, a source statement will be required. Permit Requirements: All projects initiated -that include underground tanks greater than 10,000 gallons are subject to State Environmental Policy Act (SEPA) review. All development in the CA Zone is subject to Level I Site Plan Review. In review of the criteria to determine if a public hearing is required, the proposal is less than the SEP A thresholds of: 1) greater than 25,000 sq. ft. of nonresidential uses outside of the EA-V; The other thresholds include: 2) greater than 300 parking stalls; 3) greater than 10 acres; and 4) greater than 60 feet in height. therefore, the site plan, as proposed, would be reviewed by Administratively. The project would require Administrative Level 1 Site Plan and Environmental (SEP A) Review. These permits would be reviewed in an estimated timeframe of 8 to 10 weeks. The application fee for joint land use applications is full price for the most expensive permit (Administrative Site Plan at $1,000.00) and half off any subsequent permits: and Y2 of full fee for SEPA Review (Environmental Checklist) which is dependent on project value: less than $100,000 is $200.00 (112 of $400 full fee) and project value over $100,000 is a $500.00 fee (112 of$I,OOO full fee). The application fee would be $1,500.00 ($1,000.00 for the Administrative Site Plan review, and $500.00 for Environmental (SEPA) Review). Staff would prepare the notification list and labels for properties within 300 ft. ofthe site. In addition to the required land use permits, separate construction, building and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Consistency with the Comprehensive Plan: The existing development is located within the Commercial Corridor (CC) Comprehensive Plan Land Use designation. It is also located in the Northeast Fourth Street CorridorlBusiness District. It is the intent of City objectives and policies that Commercial Corridor areas evolve from "strip commercial" linear business districts to business areas characterized by enhanced site planning incorporating efficient parking lot design, coordinated access, amenities, and boulevard treatment. The proposed site plan generally appears to comply with the following objectives and policies: Commercial Corridor Land Use Element: Objective LU-GGG: Guide redevelopment of land in the Commercial Corridor designation with Commercial Arterial zoning, from the existing strip commercial urban forms into more concentrated forms, in which structures and parking evolve from the existing suburban form, to more efficient urban configurations with cohesive site planning. Policy LU-33S. Increased demand for commercial uses should be accommodated primarily through redevelopment and intensification of existing business area designations rather than expansion of those areas. Policy LU-349. Support development plans incorporating the following features: 1) Share access points and fewer curb cuts; 2) Internal circulation among adjacent parcels; 3) Shared parkingfacilities; 077 _SafewayFuelingNE 4th_CA.doc Safeway Fueling Station -NE llocation Pre Application Meeting Page 6ot6 4) Allowance for future transition to structured parking facilities; 5) Centralized signage; 6) Unified development concepts; and 7) Landscaping and streetscape that softens visual impacts. Policy LU-358. Parking areas should be landscaped (including street trees, buffers, berms), especially along roadways, to reduce visual impact. Northeast Fourth Corridor: The Northeast Fourth Corridor is an active commercial area located at a gateway to the City. It features a wide variety of retail and service uses and several different structural forms from small professional offices to large-scale strip malls with major grocery anchors. Objective LU-QQQ: The Northeast Fourth Corridor Business District should be enhanced to improve efficiency, safety and attractiveness to both potential shoppers and pass-through traffic. Policy LU -391. To the extent possible, undeveloped parcels and pads and/or redevelopment in the NE lh Corridor Business District should feature street facing building facades located a maximum of 15 ft. setback from the non-curb edge of sidewalks abutting the principal arterial. Community Design Element: Policy CD-24. Site design of development should relate, connect and continue design quality and site function from parcel to parcel. Policy CD-28. Non-residential development should have site plans that provide street access from a principal arterial, consolidate access points to existing streets, and have internal vehicular circulation that supports shared access. cc: Jennifer Henning 077 _SafewayFuelingNE 4th _ CA.doc st. ···········CA RM·-::F ····CA CA CA ZONING PIBIPW TECHNICAL SEllVlCES 1lIl8I04 D6 -3 T23N R5E W 112 RM-F R-8 n III il I· ~I U [/), I Q) I ~I ..c:1 -+-> co C":> ......-I F6 -15 T23N RSE W 112 - - - -Renton City Llmit,o ~ [/) St. (2:1 Q) 0\ > « 0 '"0 ~ ...-. Q) ~ ....... r:... ~ 121st St. (2:1 (2:1 S RM-F CA i ~o no 1:.4800 E6 10 T23N R5E W 1/2 5310 / City of Renton Development Services Division 1055 South Grady Way, Renton, WA, 98055 Phone: (425) 430-7200 Fax: (425) 430-7231 in form inc architecture' planning' media design RE: PROJECT NARRATIVE for Proposed Safeway Fueling Facility #1468 Applicant: In Form, Inc. acting in behalf of Safeway Inc. As part ofthe submittal requirements for the site plan review a Project Narrative of the proposed fueling facility has been prepared (see below). The list is arranged per checklist item #5 in the site plan review packet. Should the City require additional information, please contact Tim Hall of In Form, Inc. at (425) 821-7760 1. Project Name: Safeway Fueling Facility, store #1468 2. Project Location: The project will be located on the north side ofNE 4th Street, in front of the existing Safeway #1468 (4300 NE 4th Street Renton WA 98059-5008) 3. Site and Adjacent Zoning Designation: The site is located in CA (Commercial Arterial) zone as designated in the City of Renton Municipal Code Section 4-2-120. All adjacent properties are within the same zoning classification. 4. Current Use of Site and any Existing Improvements: The existing site is currently developed as parking for the existing Safeway store. Existing improvements include paving, curbs, striping and landscaping. 5. Special Site Features: The site is located within an Aquafir Protection Zone and is potentially subject to additional requirements per the City Code. However, the site improvements will not increase the area of impervious surface as it will be replacing an existing paved surface. 6. Soil and Drainage Conditions: The surface will consist primarily of asphalt paving over well-graded sand wi gravel, mostly fine to coarse sand with little fine gravel subsurface. 7. Project Scope: Safeway's intention is to provide a commercial fueling facility for motor vehicles. The facility will consist of: 12330 -120th Avenue Northeast • A 4,365 square foot fueling canopy wi illuminated Safeway logos and slgnage. • (4) Multi product blending dispensers wi top hose mount. • An under canopy, 464 square foot kiosk for fuel, beverage and prepackaged convenience items transactions. The kiosk will also house employee only restroom and mechanical equipment for the facility. Kirkland, Washington 98034 425.821.7760 Fax 425.821.8860 " • (2) 10,000 gallon and (1) 20,000 gallon underground storage tanks containing product. The tanks are complete w/ submersible pump, vent, vapor recovery and fill pipes. The tanks will also house interstitial monitoring wells. • The existing sign (modified) or a new 16'-5" x 10'-0" free standing aluminum monument sign w/ illuminated signage and digital price displays w/ 12" characters. • The site will require additional lighting for air and water unit. 8. Access: The site will utilize the entrances/exits ofthe existing Safeway shopping center. The location of the fueling facility is situated between two such entrances/exits but should not hinder the flow oftraffic along N.E. 4th Street. 9. Proposed Offsite Improvements: None 10. Construction Cost: Approx. $1.03 Million. The estimate includes on the following: • Professional services and permitting • Canopy construction • Kiosk construction • Fueling system and equipment purchase and installation • Site work • Misc. additions 11. Estimated Quantities and Type of Materials Involved in Fill and Excavation: The proposed excavation and grading will result in approx. 825 cubic yards of export and fill. The fill, composed of primarily of gravel, will be obtained from a local commercial source. 12. Number, Type, and Size of any Trees to be Remove: Potentially, seven 4" diameter trees in existing planters will be removed and replaced. 13. Land dedicated to the City: None 14. Proposed Job Shacks, Sales Trailers and/or Model Homes: Each contractor/subcontractor will use an approx. 8' x 16' job shack trailer located within the construction area. DEYELOPME CITY OF'RE~~NING City of Renton Development Services Division 1055 South Grady Way, Renton, WA, 98055 Phone: (425) 430-7200 Fax: (425) 430-7231 AUG 192005 RECEIVED in form inc architecture' planning' media design RE: CONSTRUCTION MITIGATION DESCRIPTION for Proposed Safeway Fueling Facility #1468 Applicant: In Form, Inc. acting in behalf of Safeway Inc. As part of the submittal requirements for the site plan review a Construction Mitigation Description for the proposed fueling facility has been prepared (see below). The list is arranged per checklist item #11 in the site plan review packet. Should the City require additional information, please contact Tim Hall of In Form, Inc. at (425) 821-7760 1. Proposed Construction Dates: Construction will begin as soon as the required permits are issued to the contractor(s). A 60 to 90 day construction schedule is anticipated. 2. Hours and Days of Operation: Construction work will be done on weekdays between 7:00 AM and 6:00 PM. Weekend work may occur (same hours) if weather or unanticipated issues delay the ·~onstruction. 3. Proposed Hauling/Transportation routes: The site has access from NE 4th Street and hauling/transportation will occur on Duvall and Union Avenues as well as Sunset Blvd. and I-405. 4. Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise and other noxious characteristics: A. Typical erosion and dust control measures will be taken (per erosion control plan). B. Traffic will not require "supervision" due to the site being bounded by arterial streets with easy existing access from same. C. Construction noise will only occur during construction hours and due to the size/scope of the project, will be limited in its impact. 5. Special Hours: See item 2 above. 6. Preliminary Traffic Control Plan: None -see item 4B above. 12330 -120th Avenue Northeast Kirkland, Washington 98034 425.821.7760 Fax 425.821.8860 City of Renton Development Services Division 1055 South Grady Way, Renton, WA, 98055 Phone: (425) 430-7200 Fax: (425) 430-7231 in form inc architecture· planning· media design RE: LANDSCAPE ANALYSIS, LOT COVERAGE AND PARKING ANALYSIS for Proposed Safeway Fueling Facility #1468 Applicant: In Form, Inc. acting in behalf of Safeway Inc. As part of the submittal requirements for the site plan review a Landscape Analysis, Lot Coverage and Parking Analysis for the proposed fueling facility has been prepared (see below). The list is arranged per checklist item #20 in the site plan review packet. Should the City require additional information, please contact Tim Hall ofln Form, Inc. at (425) 821-7760 1. Total Square Footage ofthe Site: 247,000 square feet. 2. Total Square Footage of the Existing and New Buildings: 60,553 (42,386 net) + 464 = 61,017 square feet. 3. Total Square Footage of Existing and Proposed Impervious Surface Areas: 205,307 square feet. 4. Percentage of Lot Covered by Buildings: 25% 5. Number of Parking Spaces Required by City Code: 172 6. Number and Dimensions of Standard, Compact and ADA Accessible Spaces Provided: (211) Standard Stalls at 9 feet x 19 feet, (4) Compact Stalls at 8.5feet x 16feet and (12) Accessible Stalls at 8 feet x 19120 feet plus access area. 7. Square Footage of Parking Lot Landscaping (perimeter and interior): 41,693 square feet. DEVELOPMENT PlANNING CITY OF RENTON 12330 -120th Avenue Northeast Kirkland, Washington 98034 425.821.7760 AUG 19 2005 RECEIVED Fax 425.821.8860 .. '. A. BACKGROUND 1. Name of proposed project, if applicable: Safeway Fuel Station 1468 -Renton 2. Name of applicant: In Form Inc. Acting on behalf of Safeway Stores, Inc. 3. Address and phone number of applicant and contact person: Contact: Thomas K. (Tim) Hall 12330 _120th Avenue Northeast Kirkland, Washington 98034 425.821.7760 P 425.821.8860 f thall@informarch.com 4. Date checklist prepared: July 29, 2005 5. Agency requesting checklist: City of Renton, Washington 6. Proposed timing or schedule (including phasing, if applicable): Construction to begin upon building permit issuance and after pre- construction meeting with general contractor and City of Renton. Estimated 60-90 day construction schedule. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared or will be prepared, directly related to this proposal Phase "" Environmental Site Assessment and Phase II Environmental Site Assessment Letter Report 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits that will be needed for your proposal, if known. Washington State DOE Underground Storage Tank 30 Day Notice Puget Sound Clean Air Agency City of Renton Building, Plumbing, Mechanical and Electrical, etc. PermitslLevel 1 Site Plan Review 2 DEVELOPMENT PLANNING CITY OF RENTON AUG 1 9 2005 RECEIVED 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not _. ~~clto~ea1Jlloseanswerson thi~ag~ __ . Construction of a 464 square foot kiosk, 4,365 square foot canopy and three fuel tanks (2-10,000 gallon and 1-20,000 gallon). The proposed retail fueling facility will operate between the hours of 6 AM and 11 PM and is for the sole purpose of fueling motor vehicles and pleasure craft. The fueling facility is for retail sales of gas and prepackaged convenience items only. There will be no servicing of vehicles provided on this site with the exception of air and water provided for customer convenience. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, ifany, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. On North side ofNE 4th Street in front of the existing Safeway Store #1468 (4300 NE 4th Street Renton, Washington 98055), just East of the Water District Pump Station. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): <ruai? rolling, hilly, steep slopes, mountainous,other: _______ _ b. What is the steepest slope on the site (approximate percent of slope) 2% c. What general types of soils are found on the site (for example clay, sand, gravel, peat, muck)? Asphalt paving over well-graded sand with gravel..gray, moist, loose, mostly fine to coarse sand with little fine gravel d. Are there surface indications or history of unstable soils in the immediate vicinity? If so describe. No 3 e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Proposed excavation/grading will result in approx. 825 cubic yards of export and fill. Fill will be obtained from a typical commercial source. f. Could erosion occur as a result of clearing construction or use? If so generally describe. Typical erosion could occur during construction. Such erosion will be mitigated by use of filter-fabric fences, sediment --. -PTotectic:m~at existing-catch-basins--andtemporary stabifiz-ed- construction entrance. g. About what percent of the site will be covered with impervious surfaces after project construction (for example asphalt or buildings)? 81.3% of existing construction area. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A Erosion Control Plan will be completed by the civil engineer. It will describe the construction sequence stating when and where temporary and permanent erosion control measures are located. 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Recognizing the impacts of fuel emissions from operations, Safeway will equip the site with state of the art emission controlling measures in conjunction with local, state and federal requirements. The controlling measures are as follows: Stage I Vapor Recovery- This site will be designed so that delivery of fuel to the site could only be accomplished by fuel delivery vehicles that recapture vapors from the underground storage tanks (UST's). This is done by what is called a balanced system. When fuel is dropped into the underground storage system, a negative pressure is created in the fuel tanks of the truck while a positive pressure will be generated within the confines of the UST. By connecting a tight line system between these two confined spaces, the vapors will be returned to the truck rather than escaping into the atmosphere. Stage I Vapor recovery was required on all fueling stations by no later than 1992. All fuel trucks currently cannot drop fuel without simultaneously hooking up the Stage I Vapor Recovery 4 line. These vapors are returned to the terminal and eventually to the refinery for reprocessing into liquid petroleum. Stage II Vapor Recovery- Another opportunity for emissions to escape from the operation is upon fueling of vehicles. Fuel going into a tank will reduce the vapor space and it will be forced back out of the vehicle dUrinlrlue1ing-; 1=orthe--purpose ·ofcontroUing these-fugitive emissions during fueling, the federal government required that all stations within designated (higher populous) areas be equipped with Stage II Vapor Recovery Systems by December 22,1998. The system employed by Safeway employs the use of a vacuum contained in the dispenser which draws the vapors back from the end of the nozzle and pushes them back to the UST's where they will eventually be recovered by the Stage I Vapor Recovery System of the fuel truck. Although some emissions still manage to escape during this process (since the nozzle is removed and the end thereof is exposed, it is impossible to contain all the vapors), it is well within the requirements of the federal mandates as well as the Air Pollution Control Authority. Emissions from Vehicles- Although no measures are in place to recover the emissions which occur from motor vehicles while running, it is required that all vehicles shut off their engine while fueling. Therefore, there would be no emissions during the fueling operation from motor vehicles. Review Procedures- All fueling facilities need to be submitted and approved by both the Washington State Department of Ecology and the Washington State DOE -Northwest Regional Office. These agencies ensure that the proper measures are in place in order to comply with local and federal laws in the design and construction of fueling facilities. This facility will be required to install all of the systems that were described in order to control emissions of vapors. b. Are there any off site sources of emissions or odor that may affect your proposal? If so, generally describe. None known to date. c. Proposed measures to reduce or control emissions or other impacts to air if any: See a. 3. Water a. Surface: 5 1. Is there any surface water body on or in the immediate vicinity of the site (including year round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2. Will the project require any work over, in, or adjacent to (within 200 feet) of the =deseribed=watersMfyes-;=please=ttesel'ibe=and-attae£avammIe=plrnaHS~.===-=-==~CC-=~C--==~=-=-C--=--C-=Cc---c==-cc-==== No 3.Estimate the amount offill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5. Does the proposal lie within a 100 year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharge to groundwater? If so, note the location on the site plan. No b. Ground: 1. Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities ifknown. No 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system( s) are expected to serve. None. c. Water Runoff (including storm water): 1. Describe the source of runoff (inc1uding storm water) and method of collection and disposal, if any (include quantities, ifknown). Where will this water flow? Will this water flow into other waters? If so, describe. a. Storm Water run off will be collected via a new storm water drainage system within the site and connected to the existing 6 center's system (which is connected to the City of Renton storm drainage system). b. Storm water run off from the fueling slab will be collected via a new separate system and held in a storage tank for later removal and treatment at an approved treatment facility. 3. Could waste materials enter ground or surface waters? If so, generally describe. No. As designed and graded, no waste materials could enter -ground-or-surface waters. Any spillwouJd-be-contained-as outlined in the standard spill response plan. d. Proposed measures to reduce or control surface ground and runoff water impacts, if any: Isolation of the fuel slab storm drainage. Storm drainage per City of Renton requirements. 4. Plants a. Check or circle types of vegetation found on the site: ..L.. deciduous tree: alder, maple, aspen, other __ evergreen tree: ftr, cedar, pine, other ~shrubs ~ass _pasture _ crop or grain _ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other _ water plants: water lily, eelgrass, milfoil, other _ other types of vegetation -Existing site landscaping b. What kind and amount of vegetation will be removed or altered? Existing trees, shrubs, etc. will be removed as necessary to construct the project. New landscaping will meet City of Renton requirements and will reuse existing shrubs and trees as/where possible. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping use of native plants or other measures to preserve or enhance vegetation on the site if any: All City of Renton landscape requirements will be met. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: None to the best of our knowledge. Birds: hawk, heron, eagle, songbirds, other: ------------------Mammals: deer, bear, elk, beaver, other: ~~-----------------------Fish: bass, salmon, trout, herring, shellftsh, other: _________________ _ 7 b. List any threatened or endangered species known to be on or near the site. None known to date. c. Is the site part of a migration route? If so explain. No. d. Proposed measures to preserve or enhance wildlife if any: None required as no known wildlife currently occupy the proposed site. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Heatingl cooling will be accomplished by the use of an electric rooftop package heat pump. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. The proposed height and project location in relation to adjacent properties would not impact any solar energy equipment. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts if any: Design meets energy code for both interior and exterior lighting. It is also in Safeway's interest to use the most energy efficient canopy and yard lights. All exterior lighting will conform with local cut off requirements. 7. Environmental Health 8 a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fIre and explosion, spill, or hazardous waste that could occur a result of this proposal? If so describe. The flammable materials present at fueling facilities could present an additional opportunity for combustion. The following measures are put in place to mitigate the risks involved relating to combustibility. ---------::------=----c-::-----Canopy Construction- The fueling canopy will be constructed of non-combustible materials and therefore would not readily burn in the catastrophic event. Emergency Pump Shut Off Switches- Emergency Pump Shut Off Switches are located both at the interior of the kiosk and at the exterior within public view. In the event of a fire, all pumps could be shut off by activating the switch. The switch can be operated by either the on-site employee or the public at any time, for any reason. Shear Valves- All dispensers are equipped with Shear Valves. A shear valve is placed on each fuel pipe just below grade at the dispensers. These valves deactivate and close off the fuel lines in the event a vehicle strikes a dispenser. Any fire that might occur during an accident such as this would immediately be cut off from the fuel supply. Vapor Sensors- Of course, the real combustion comes from igniting the vapors. To avoid this, all confined spaces are armed with discriminating sensors relayed to a state of the art leak detection system called a Veeder Root TLS 350. This system alarms when there is the presence of fuel vapors in the confined spaces so technicians can be called to repair any system breaches that might occur. Break Aways- All dispensers will be provided with Break Aways. These allow the nozzle and a specific length of hose to be broken away from the dispenser without damaging the hose. When broken away, a valve is activated and no more fuel can be delivered through the hose until the fitting is reapplied. No Smoking- No smoking will be allowed while fueling vehicles. It is also highly recommended that cell phone use be avoided while fueling vehicles and stickers are applied directly to the dispensers or canopy columns to indicate such. 1. Describe special emergency services that might be required. 9 Facility will contain emergency snut-off switch and maintain spill response procedures. 2. Proposed measures to reduce or control environmental health hazards, if any: All fuel equipment will be properly maintained. b. Noise . -----L-whattypesof noise exist in the area which~y-affeet-yoor-project-(f(}r-e-xample: traffic, equipment, operation, other)? None other than typical vehicular traffic noise. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Typical construction noise will occur during construction, which will take place only during authorized hours. Traffic and typical operation noise will be equal to surrounding properties. 3. Proposed measures to reduce or control noise impacts, if any: Hours of construction maximum noise output will obey local codes. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Parking lot b. Has the site been used for agriculture? If so, describe: Not to the best of our knowledge c. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? None e. What is the current zoning classification of the site? CA (Commercial Arterial) f. What is the current comprehensive plan designation of the site? Unknown g. If applicable, what is the current shoreline master program designation of the site? Unknown h. Has any part of the site been classified as an "environmentally sensitive" area? If so, please specify. No Approximately how many people would reside or work in the completed project? 10 One employee is usually scheduled per shift for typical operation. Additional employees may be required during the grand opening and for training. j. Proposed measures to avoid or reduce displacement impacts, if any: None required. k. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: .. _------_._--- None required. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. Not applicable to scope of work. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. Not applicable to scope of work. c. Proposed measures to reduce or control housing impacts if any: Not applicable to scope of work. 10. Aesthetics a. What is the tallest height of any proposed structure( s), not including antennas; what is the principal exterior building material(s) proposed? Top of canopy will be 19'-0". The principal exterior building material will be Exterior Insulated Finish System, (EIFS), and split face CMU to match the existing development standards. The canopy will be finished with Aluminum Composite Material, (ACM). b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: The kiosk will be constructed of similar material and color as the existing Safeway store. In addition to matching the context of the existing site, the fueling facility will meet any design standards required by the City of Renton. 11. Light and Glare 11 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The canopy and fuel area will be lit and Safeway understands the concerns of the community in reducing glare to surrounding areas. The mitigating measures utilized are as follows: Type of Lighting and Levels Safeway will be using fixtures, which provide a sufficient amount of light to both the site and beneath the canopy where ·---.fueHng--taftesplace;--T-he--teveI5-of-~i9ht--are-mitigated-by__the-._. Washington State Energy Code (WSEC) which only allows no more than 1.5 watts per square foot at the canopy and no more than .2 watts per square foot at the parking areas. The type of light that will be utilized is a super metal hallide and provides a soft white light while providing excellent energy efficiency. In order to mitigate the amount of light that reaches off-site, Safeway has designed their canopy to have a recessed ceiling so that the light sources are higher than the perimeter of the canopy. This ensures that the light escaping from the canopy area cannot go beyond horizontal to the ground. Safeway will install landscape screening as required by the City of Renton to assist in the mitigation of fugitive light. b. Could light or glare from the fmished project be a safety hazard or interfere with views? No. See above. c. What existing off site sources of light or glare may affect your proposal? No glare affects the site d. Proposed measures to reduce or control light and glare impacts if any: Please see B11 a. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Multiple parks b. Would the proposed project displace any existing recreational uses? If so, please describe. No recreation uses will be displaced with the proposed project. c. Proposed measures to reduce or control impacts on recreation including recreation opportunities to be provided by the project or applicant if any: No measures are required. 13. Historic and Cultural Preservation a. Are there any places or objects listed on or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. 12 None known b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. None known c. Proposed measures to reduce or control impacts, if any: NoneTequiredc:-. -------- 14. Transportation a. Identify public streets and highways serving the site and describe proposed access to the existing street system Show on site plans, if any: Site is on the North side of NE 4th Street, just West of Union Avenue NE -just East of the Water District Pump Station. Site will be served by an existing drive off of NE 4th Street. b. Is site currently served by public transit? If not what is the approximate distance to the nearest transit stop? Yes Transit stops are at the NE 4th Street and Union Avenue NE intersection c. How many parking spaces would the completed project have? How many would the project eliminate? 5/ 26 spaces will be removed from the existing parking area. d. Will the proposal require any new roads, streets or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? Ifknown, indicate when peak volumes would occur. 1110/74 at peak PM hour g. Proposed measures to reduce or control transportation impacts if any: None 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. 13 No measures required for proposed project. See 16.b. below ---------------- b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water ..•..........•...............•......... City of Renton Sanitary Sewer ............•............. City of Renton Storm Water Sewer ...•.•.............. City of Renton Electricity ...............•...........•...... Puget Sound Energy Telephone ....••........•.................. Qwest C. AUTHORIZATION AND SIGNATURE The above answers are true and complete to the best of my 0 I understand that the lead agency is relying t its cisi .) Signature Printed Name: Address 12330 120th Avenue NE Kirkland, Washington 98034 Telephone Number: (425) 821-7760 Date Submitted August 3, 2005 14 DEVEL_ .. .IENT PLANNING CITY OF RENTON AUG 1 9 2005 RECEIVED t ran S 0 r tat Ion f n c. MEMORANDUM Date: To: cc: From: Subject: January 28, 2002 Glee Hinshaw, InForm Architects, Inc. Laura Delaney, Safeway, Inc. Laura Van Dyke, P.E. LSV Michelle Brown Renton Safeway Fueling Facility -Renton, WA Trip Generation Analysis Safeway is proposing to construct a fueling facility on its existing site in Renton, Washington. The City of Renton's Policy Guidelines/or Traffic Impact Ana~vsis o/Nell' Del'elopment states that traffic impact studies should be prepared for projects that would generate 100 or more peak hour trips. As discussed later in this report, the proposed project is expected to generate 74 driveway trips during the PM peak hour. Therefore, a traffic impact analysis would not be required for this project. This memorandum describes the project and summarizes the project's trip generation and mitigation. Project Description Safeway's existing supermarket is located on the north side ofNE 4th Street, east of Union Avenue NE. The proposed fueling facility would be located along NE 4th Street between two existing retail buildings (Hollywood Video and Schucks/Papa Murphy's) and would replace some existing surface parking, as shown in Figure I. The facility would include five gas pumps and a small kiosk. Each of the five gas pumps would be able to fuel two vehicles at one time, for a total often fueling positions. The small kiosk would house one employee to answer questions, receive payments, and to monitor station systems. The kiosk would also have one restroom. The fueling facility is expected to be constructed and operational in 2003. Primary access to the proposed fueling facility is expected to occur via the two existing supermarket driveways located on either side of the fueling facility site. No new access driveways are proposed with this project. Fuel trucks are proposed to enter the site using the easternmost driveway on NE 4th Street and exit using the westernmost driveway on NE 4th Street, as shown in Figure 1. The two existing supermarket driveways currently have full access-no turning movements are restricted. However, the City of Renton has prepared a road plan (attached) that would channelize left-tum movements on 6544 NE 61st Street. Seattle, WA 98115 Phone: (206) 523-3939 Fax: (206) 523-4949 Safeway Fueling Facility -Renton, W A Trip Generation Analysis January 28, 2002 Page 2 of4 ()n t ran S 0 r tat lon, f n c. NE 4th Street adjacent to Safeway's site. The proposed roadway plan would allow left turns into the Safeway site at the westernmost driveway and left turns out of Safe way at the easternmost driveway. However, no left turns out of the Safeway site would be allowed at the westernmost driveway and no left turns into Safeway would be allowed at the easternmost driveway. Safeway has agreed to construct the channelization on NE 4th Street as described in the attached roadway plan as mitigation for this project. Trip Generation Rates and Equations PM peak hour trip generation for the proposed fueling facility was determined using equations presented in Trip Generation (Institute of Transportation Engineers (ITE), 6th Edition, 1997) for fueling facilities (Land Use 844). There are two sets of trip equations for fueling facilities included in Trip Generation. One set of equations uses the amount of traffic passing the site as its independent variable and the other set uses the number of fueling positions. The trip equations based on peak hour traffic showed a much stronger correlation to the data in Trip Generation than the equations based on the number of fueling positions. Therefore, the equations based on peak hour traffic passing the site were used in this analysis. (The equation is as follows: Total PM peak hour trips generated by the site = 0.048 x PM peak hour trips passing the site -7.97). Trip Generation does not include information to estimate daily trips for a fueling facility based on traffic vol- umes passing the site. Therefore, daily trips generated by a fueling facility were estimated based on two recent articles presented in the ITE Journal. One article, Trip Generation Characteristics at Gasoline Service Stations (Tapan K. Datta and Paul A. Guzek, July 1992), found that daily trips at fueling facilities are approximately 14 times the trips generated by the fueling facility during the PM peak hour. Another article, Transportation Char- acteristics of Convenience Stores with Gas Pumps (William E. Tipton, Sr. and William E. Tipton, Jr., June 1990), describe trip characteristics at a similar land use (convenience stores with gas pumps) and found that daily trips were approximately IS times the number of trips generated during the PM peak hour. For this analysis, daily trips generated by the proposed fueling facility were assumed to be IS times the PM peak hour trip generation. This is a conservatively high estimate of daily trip generation based on the information in the articles described above. New PM peak hour traffic counts were performed at the easternmost Safeway drivewaylNE 4th Street intersection on December 6, 200 I. Approximately 2,425 vehicles currently pass the proposed Safeway fueling facility site during the PM peak hour. However, PM peak hour trips generated by the project are calculated based on the estimated traffic volumes passing the site during the future analysis year. The proposed facility is expected to be constructed and operational in 2003; therefore, 2003 was selected as the future analysis year for this analysis. To estimate traffic conditions that would exist in 2003 without the proposed project, City of Renton staff recommended applying a 3% annual growth rate to existing traffic volumes. This rate estimates background growth including any unknown development projects (pipeline projects) likely to occur in the future. Applying the 3% annual growth rate for two years, the estimated number of vehicles passing the proposed fueling facility during the PM peak hour would increase to 2,570. Therefore, the proposed Safeway fueling facility is expected to generate approximately 1,730 daily trips with a total of 115 trips (58 trips in and 57 trips out) occurring in the PM peak hour. Safeway Fueling Facility -Renton, WA Trip Generation Analysis January 28, 2002 Page 3 of4 Trip Components heffron t ran S 0 r tat Ion Inc. Because the proposed fueling facility will be located on the same site as the existing shopping center, shared . trips are likely to occur. A shared trip would include a driver stopping at both the shopping center and the fueling facility during the same trip. If the proposed fueling facility were located on a site separate from the shopping center, a customer who visits both sites would be counted as four driveway trips (one trip in and one trip out of the fueling facility, and one trip in and one trip out of the shopping center). However, when the uses are on the same site, a customer who visits both the fueling facility and shopping center would only be counted as two trips at the driveway (one trip entering the site and one trip exiting the site). Thus, shared trips would reduce the number of trips at the driveways. In addition, the trips that use the driveways are comprised of three types oftrips-pass-by, diverted-linked, and primary. Pass-by trips are trips that are already using the roadway network on the way to another destination. For example, a trip to the fueling facility made during a trip home from work would be considered a pass-by trip. Diverted-linked trips are attracted from traffic on roadways within the project vicinity but require a diver- sion to gain access to the site. Primary trips are single-purpose trips that are generally assumed to begin and end at home, although some primary trips could originate at work or other locations. To determine the number of shared trips and the type of trips that occur at Safeway fueling facilities, Heffron Transportation, Inc. performed a comprehensive internalization and pass-by trip survey at six Safeway Gas Sta- tions located in Western Washington. In March 2001, over 700 gas station customers were interviewed to de- termine their trip type and if their trip was a shared trip. The complete report describing the internalization and pass-by trip survey is attached. The survey data show that an average of36% of the trips generated by a Safeway fueling facility are shared (internal) trips already on Safeway's site during the PM peak hour and 64% of the trips are new to the site driveways. The survey data also show that approximately 50% of trips new to the driveways are pass-by trips, 36% are diverted-linked trips, and 14% are primary trips. Table 1 summarizes the PM peak hour trip generation for the proposed Renton Safeway fueling facility using the information described above. Table 1. PM Peak Hour Trip Generation Summary -Renton Safeway Fueling Facility PM Peak Hour Trips 1 Total Trip Components Percent Trips 3 Daily Trij>s 2 In Out Total Intemal Trips 36% 620 21 20 41 Driveway Trips 64% 1,110 .:Jl.. .:Jl.. ...H Total Trips 100% 1.730 58 57 115 Driveway Trip Components Percent Trips 3 Daily Trips 2 In Out Total Pass-by Trips 50% 560 19 19 38 Diverted-Linked Trips 36% 400 13 13 26 New (Primary) Trips 14% ~ ~ ~ -1Q Total Driveway Trips 100% 1.110 37 37 74 1. The total number of PM peak hour dnveway trips was detemuned usmg trip rates for GasohnelSefVIce Stabon (Land Use 844) m Tnp Generabon, Institute of Transporlation Engineers, 6th Edition, 1997. 2. Daily trips are 15 times the number of PM peak hour trips. 3. Trip percentages were obtained from customer surveys performed by Heffron Transportation, Inc. at six Safeway Gas Stations located in Western Washington in March 2001. As shown, the proposed project is expected to generate 74 driveway trips during the PM peak hour. Therefore, based on the City of Renton's policy guidelines, a traffic impact analysis is not required. Safeway Fueling Facility -Renton, WA Trip Generation Analysis January 28, 2002 Page 4 of4 Mitigation heffr()n t ran S 0 r tat Ion Inc. The City of Renton collects a traffic impact fee for all new developments. The current adopted fee is $75 per . new daily trip. As shown in Table I, the proposed project is expected to generate 150 new daily trips, which translates to a traffic impact fee of $11 ,250. Safeway will also construct the channelization improvements on NE 4th Street, as shown on the attached roadway plan, as mitigation for this project. Safeway would not construct any improvements on the Post Office site. No other transportation mitigation or fees would be required to accommodate the proposed fueling facility. Attachments: Figure I. Site Plan MMBILSV /lsv City of Renton Proposed Roadway Plan Safeway Gas Station -Internalization and Pass-By Survey Results (Heffron Transportation, Inc., April 18, 2001) Renton Trip Generation Analysis. doc r-----------:ll , I II I -.. ------.. -----~----t .. . -I -, Ie _ L ____ :_ ...,. : I • • I • , I • "'---'"1 + N .-~ .... -----------------.,n_ .. ( Figura 1 SAFEWAY FUEUNG FACILITY SITE PLAN AND RENTON, WA FUEL TRUCK ACCESS PLAN heffron transportation, inc. ,~ 11effron t ran S 0 r tat Ion Inc. MEMORANDUM Date: April 18, 2001 To: Laura Delaney, Safeway, Inc. From: Laura Van Dyke, P.E. Marni Heffron, P.E., P.T.D.E Subject: Safeway Gas Station -Internalization and Pass-By Survey Results Safeway, Inc. is in the process of adding gas stations to many of its existing Safeway supennarket sites. The gas stations are typically located in the supennarket parking lot. During the process of preparing traffic impact analyses for the proposed gas stations, it was detennined that limited data are available describing trip-making dynamics for multi-use developments. Good national data are presented in Chapter 7 of the Trip Generation Handbook -An ITE Proposed Recommended Practice (Institute of Transportation Engineers (lTE), October 1998), which describes internal capture rates for office, residential, and retail uses. However, no specific inter- nal capture data were available for supennarkets and gas stations located on the same site. Therefore, a compre- hensive survey was undertaken to detennine the percentage of gas station trips that occur internal to a supennar- ket/shopping center site. In addition, data were collected to detennine the percentage of primary, diverted- linked, and pass-by trips generated by a Safeway gas station. Methodology Six existing Safeway gas station sites were selected representing a range of area types (suburban versus rural), on-site development (shopping center versus supennarket), number of pumps, and length oftime the station had been in operation. Table 1 summarizes the characteristics for each Safeway gas station. Table 1. Station Characteristics Location Area Type On-Site Development No. of Fueling Positions Opening Date Marysville Suburban Large Shopping Center 8 fueling positions December 2000 Cle Elum Rural Small Shopping Center 10 fueling positions November 2000 Lacey Suburban Large Shopping Center 10 fueling positions January 2001 Aberdeen Suburban Supermarket 10 fueling positions September 2000 Renton Suburban Supermarket 8 fueling positions January 2001 Yelm Rural Small Shopping Center 14 fueling positions November 2000 6544 NE 61st Street. Seattle. WA 98115 Phone: (206) 523·3939 Fax: (206) 523-4949 Safeway Gas Station - Internalization and Pass-by Survey Results April 18, 2001 11effr(ln t ran S 0 r tat Ion ,n c. Page 20f4 Safeway gas station patrons were interviewed at the six sites and were asked a series of up to six questions, pre- sented in Table 2. Patrons' responses to the series of questions reveal whether or not they shopped at another store on the site during the same trip, and whether their trip should be considered a primary trip, a diverted- linked trip, or a pass-by trip. Primary trips are defined as trips generated by a development where the develop- ment is the primary destination. Diverted-linked trips are trips in which the development is one of several trip destinations. Pass-by trips are trips that are attracted to the site from traffic already passing by on one of the adjacent streets without altering their route. Table 2. Interview Questions Question Question Text Instructions to Interviewer Number 1 Did you shop at Safeway immediately prior to coming to the gas If Yes, skip to Q3. station? 2 Do you intend to shop at Safeway immediately after getting gas? 3 Where did your trip begin immediately prior to arriving at this Home, Work, Other Retail, Other site? 4 Will you go directly back to your origin from here? If Yes, end of survey 5 Would you have driven by this site if you had not stopped here If Yes, end of survey now? 6 How many miles out of your way did you travel to get here? The interviews were conducted on weekdays in mid-March 2001 between 4:00 p.m. and 6:00 p.m. A two-per- son team was present at each site during the interview period and attempted to survey all gas station patrons arriving during the two-hour timeframe. As shown in Table 3, an average of93% of all vehicle drivers arriving at the subject sites was interviewed. The "missed drivers" represent drivers that were unwilling or unable (non- English speaking or hearing impaired) to participate in the survey. A total of735 oral interviews were con- ducted at the six sites, with an average of 123 interviews completed per location. Table 3. Interviews Conducted at Safeway Gas Stations Total DriversNehicles Percentage Location Interviewed Drivers Missed Drivers (durinq 2-hr period) Interviewed Marysville 100 8 108 93% CleElum 88 3 91 97% Lacey 85 3 88 97% Aberdeen 161 10 171 94% Renton 155 22 177 88% Yelm 146 6 152 96% Average 123 9 131 93% Safeway Gas Station - Internalization and Pass-by Survey Results April 18, 2001 Page 3 of4 Survey Results heffr()n t ran S 0 r tat Ion ,n c. The first two questions in the interview address whether or not a driver paired a stop at the gas station with a . stop at the Safeway supermarket (or another retail use) on the site. Drivers who stopped at the supermarket (or another use on the site) before or after their stop at the Safeway gas station were considered to have made an internal trip. By definition, internal trips occur internal to the site and do not increase the number oftrips that utilize the site's driveways. Trips that did not occur internal to the site were classified as "driveway trips" that would utilize the site's driveways. Table 4 presents the percentage of internal and driveway trips at each site. Internal trips as a percentage of all trips ranged from 32% in Renton to 40% in Marysville. On average, 36% of all trips occurred internal to the site. Table 4. Internal and Driveway Trips as a Percentage of All Trips by Site Location Internal Trips Driveway Trips Marysville 40% 60% CleElum 38% 63% Lacey 35% 65% Aberdeen 33% 67% Renton 32% 68% Yelm 36% 64% Average 36% 64% The responses to survey questions four through six provided insight into the type of driveway trip that was made. If a respondent indicated that they would return directly to their point of origin after leaving the Safeway gas station, the trip was classified as a primary trip. The survey participants who did not return directly to their point of origin were considered to have made a pass-by or diverted-linked trip. Those who would have passed by the site even ifthey had not stopped at the gas station were classified as a pass-by trip. Those who stated that they would not have driven by the site had they not planned to stop, but rather went out of their way to reach the site, were considered to have made a diverted-linked trip. Table 5 presents data on the relative number of primary, diverted-linked, and pass-by driveway trips at each of the six Safeway gas station sites. Pass-by trips comprised the largest portion of driveway trips generated by all of the surveyed sites. Pass-by trips ranged from 46% of driveway trips in Marysville to 54% in Renton, with an average of50% for all of the sites. Primary trips constituted the smallest portion of trips generated, ranging from 8% of driveway trips in Renton to 19% in Yelm, with an overall average of 14%. Safeway Gas Station - Internalization and Pass-by Survey Results April 18, 2001 Page 4 of4 heffrc)11 t ran S 0 r tat Ion ,n c. Table 5. Primary, Diverted-Linked, and Pass-By Driveway Trips By Site Location Primary Diverted-Linked Pass-bv Marysville 12% 42% 46% CleElum 14% 33% 53% Lacey 13% 40% 47% Aberdeen 16% 36% 48% Renton 8% 38% 54% Yelm 19% 29% 52% Average 14% 36% 50% LSV/\sv Internalization and Pass-By Survey Results • PRELIMINARY TECHNlCAL INFORMA nON REPORT Safeway Store No. 553 ___ -----~----------------------Eu~LStation------------------- 4300 NE 4th Street Renton, WA 98059 PREPARED FOR Safeway Incorporated 1124 124th Ave. NE Bellevue, WA 98015 August 15,2005 By Sound Consultants. LLC 10509 NE 1201h Plan' Kirkland, Washington 98034 King County Department of Development and Environmental Services • TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND Part 2 PROJECT LOCATION AND PROJECT ENGINEER DESCRIPTION Project Owner Project Name __ SafewayJncorporated __ ------Safew-ay-St~re-N~.--553 -----~-~--.--.-------- 1114-114ililtvl'-:-NE----------------------- Bellevue, Washington 98015 Project Engineer Todd Popelka, P.E. Sound Consultants, LLC 10509 NE 120th Place Kirkland WashinJ!ton 98034 Part 3 TYPE OF PERMIT APPLICATION o Subdivision Short Subdivision o Grading X Commercial "3l)0-NE-~thStreer-------- Renton, W A 98059 Location Township 23 North Range 5 East .......... Seclion 10 Part 4 OTHER REVIEWS AND PERMITS o DFW HPA 0 Shoreline Management o COE 404 0 Rockery o DOE Dam Safety 0 Structural Vaults o FEMA Floodplain 0 Other o COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community City of Renton, King County (Newcastle planning area) Drainage Basin Lower Cedar River Part 6 SITE CHARACTERISTICS 0 River 0 Stream 0 Critical Stream Reach 0 Depressions/Swales 0 Lake Steep Slopes 0 Floodplain 0 Wetlands 0 Seeps/Springs 0 High Groundwater Table 0 Groundwater Recharge 0 Other _Completely developed ~ Part 7 . SOILS Soil Type Age Slopes 6-15% Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS o o o o o REFERENCE X Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION X Sedimentation Facilities X Stabilized Construction Entrance X Perimeter Runoff Control X Clearing and Grading Restrictions X Cover Practices X Construction Sequence o Other Erosion Potential Slight to Moderate Erosive Velocities Slow to medium LIMITATION/SITE CONSTRAINT Steep Siopes _________ _ MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface X Remove and Restore Temporal')' ESC Facilities X Clean and Remove All Silt and Debris X Ensure Operation of Permanent Facilities o Flag Limits of SAO and open space preservation areas o Other Part 10 SURFACE WATER SYSTEM o Grass Lined Channel X Tank o Vault Infiltration o Depression Method of Analysis KCRTS, ___ _ o Pipe System o Energy Dissipater 0 Flow Dispersal Compensation/Mitigati ------------ -. Q -.open .GhanneJ -0 -~D=-------------------on-of-EUminated-Site---------------... -WeUand---------. -Waiver---.----------StoTage ----- o Dry Pond o Stream 0 Regional X_Existing System Detention o Wet Pond Brief Description of System Operation Catch Basins connecting to an OillWater Separator treatment system before runoff being released into the existing detention system. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANAL YSIS Part12 EASEMENTSITRACTS 0 Cast in Place Vault 0 Drainage Easement 0 Retaining Wall 0 Access Easement 0 Rockery > 4' High 0 Native Growth Protection Easement 0 Structural on Steep Slope 0 Tract 0 Other 0 Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER lor a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the infonnation provided here is accurate. A. CORE AND SPECIAL REQUIREMENTS ANALYSIS This section of the Technical Infonnation Report (TIR) is intended to meet agency specific ·~=J:equi[ementS-:-foi~Jep-ort..addiessing--all-Core-aIld_SpeCiaI·-Reqiiiremeirts-of·die.T99."'!!lXirig.-Trr:::-::-.-'C"-::o~u=nty:;:::-:-.. -.. -.. - Surface Water Manual. Core Requirement 1. Discharge at the Natural Location See attached TIR Dated September 1993. Core Requirement 2. Off site Analysis See attached TIR Dated September 1993. Core Requirement 3: Flow Control The entire site has an existing stonnwater detention/water quality vault designed in 1993. This fuel station site will not generate any more runoff then the previous site design for therefore detention for this project is not required. Core Requirement 4: Conveyance System A conveyance analysis will require only on the proposed new storm water conveyance system. Core Requirement 5: Erosion and Sedimentation Control Erosion Control Systems are required. Specific ESC systems are recommended in Section IX of the TIR. A separate ESC plan will be prepared for the Construction Document Phase. The ESC plan shall meet all applicable codes. Core Requirement 7: Financial Guarantees and Liability Financial guarantees will be required. The King County Bond Quantity worksheet will be provided for public and private improvements after sufficient city review to establish design specifics. Bond Quantity worksheet wilI be provided in the Final TIR. Core Requirement 8: Water Quality The entire site has an existing stormwater detention/water quality vault designed in 1993. See attached TIR Dated September 1993 Special Requirement #1: Other adopted area-specific requirements. None. ---.-~------_._. Special Requirement #2: FloodplainIFloodway delineation The project does not contain nor is adjacent to a significant stream, lake, or closed depression. Therefore, this requirement does apply to the site. Special Requirement #3: Flood Protection Faci]ities The project contains no significant streams nor flood protection facilities. Therefore, this requirement does not apply to the site. Special Requirement #4: Source Controls The entire site has an existing stormwater detention/water quaJity vault designed in 1993. See attached TIR Dated September 1993 PROJECT OVERVIEW T~s proposal is for the construction of a fuel facility (gas station) on an existing pad within the existing Safeway development. The pad has all necessary utilities available adjacent to the development. This construction will involve the following utility connections; SANITARY SEWER: This facility will connect to the existing sanitary sewer lying west of the area of construction. DOMESTIC WATER: A new 1" water meter will be provided for this pad. The meter will be located in a landscape planter and new connection to the kiosk win be provided. A water service will extend from the kiosk to an air/water unit for the customer. An approved backflow prevent or will be installed inside of the kiosk. STORM DRAINAGE: A stonn conveyance, detention and water quality utility has been provided for the overall development and sized to accommodate the improvements to this pad. The existing stonn sewer system will be utilized for conveyance. The following is being proposed to augment water quality: Stonn runoff from that area lying beneath the canopy will be collected in an independent collection system (catch basin) and discharged to a 5000-gallon capacity holding tank. This tank will be provided with an internal alarm system, which will notify the operator when the tank reaches 80% capacity. At that time, the tank wi]] be pumped by a privately contracted pump-out finn. _110. .. .... ID --. -----------_. / (.11 ItNCHNNIt NO.1: 0ISEl!D SQU_ AT IACII CW Al lAST FIG' or a.. <iD VICINITY MAP NOT TO $CALL -----. ~----------------- .. ! " U ...J r ...J ~ 'J! ,!, g) .1. ~U~l ~ I~I~ EJ,-§ Sh;1 U) h~ ~ ~Ii 0-~U PIIO.Ecr NO. --.00 iIiti .. 8\', .M! 0tbCED 8Y: 'AP . 110 I ~~ . -0 f= .~Z O~-~8Z~cn ·""cn LIJ ~5~~~ :J~~",,~ FI&.~Z~ ;:) 8~ ~~~~~ ~I ~~ § I Slt£ET TIllE 1 DRAINAGE 1 PLAN SlllIT NO. I 1 OF 1 ,. . for ~~ .f'.tw 6J:J <;torQ.. ND. t;t;-; located at N.E-.~. Uy\'D~ A~,-. N.E. ~ N.~. 44~ c;,. R ~4-e "', W 6.. ~ ~~ V\ A. -k>"'"' for -...J S"'~\..0t!)..':J ~c..o~pO~A.~~ by BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEA'ITLE, WASIDNGTON (206) 323-4144 BRH JOB NO •. £1-; t'1 2:>. 0 I . DATE ~~t. \ qet-; I VI CINlTY MAP ..•. " '" " _.'-' ...... ... y. N.E.. .. ... .... ". PROPOSED WILDING nNlSH F\.OOR -395.05 : .... ; .. : / /. r i , .~:... t " . ' / " ./ / :" ... \ '. 1.· . r 'l ~ ' .. ; ,;. ". ~ . I ON-SITE STORM WATER ANALYSIS There are two sources for storm water discharge from the site. The first is from the Windsor Place Apartments and the second from onsite storm water run-off. The storm water discharge from -----the-Wi-ndsor--Pl-aee--AparEmen~-cuI;r--entl-y flow-onto -the---si te ---through -_. -------a-30--Inch -diame-ter-cuTvert-ilrid then-is-conveyed across the site within a ditch. The ditch bottom is approximately 5 foot wide. A gravel driveway crosses the ditch within the Safeway site. At this location two culverts, a 12 and 10 inch CMP, convey the storm water beneath the driveway. From this point the storm water is conveyed in a southwesterly direction across the site until it is collected by a 48 inch culvert located just west of .~ the Water District 90 pump house. This culvert conveys the storm ~ water run-off from the Windsor Place Apartments and the subject ~ site to the downstream system. \f ) The open drainage ditch across the Safeway site will be tight ~ ~~ lined. This concept was discussed with Neil Watts when we first ~ ~-stated researching the site. It was Neil's opinion that a tight line system could be installed. Since no additional storm water ~ ~ will added to the tight line pipe within the Safeway site, the ~ \~pipe si~e will be based on the connection point pipe size. Tight .~-line conveyance of the Windsor Apartments will not impact the ,~~ downstream capacity. Therefore only onsite storm water run-off "'--J"mitigation will be required. -. . JJ~~ The storm water run-off from the developed Safeway site will be ~ conveyed to a storm water detention/wet vault combination. The 'V design of the facili·ty is according to the 1990 King County Surface Water Design Manual. A water quality vault was selected because the site is within the aquifer protection zone. The vault will have better containment potential than an open pond with a 40 mil liner. storm water will be discharged from the \\~ vault at the pre-developed peak rate into a biofiltration swale.-'rAp~~) The biofiltration swale will convey the storm water to the 48 ~I\ ~ inch diameter culvert which discharges into the downstream sys- tem. DOWNS~ ~~lSI~ . . storm water run-off from the Safeway site and the Windsor .Apart- ments will be conveyed beneath Northeast 4th Street within a 48 inch concrete culvert. The inlet of the culvert is located just west of the Water District 90 pump house. The culvert inlet pro- jects out of 6 to 7 foot high ecology block wall. The proposed development would set a manhole at this location for connection of the Windsor Apartments tight line pipe. A smaller inlet pipe would be connected to the manhole for the Safeway biofiltra~~ swale discharge. On the south side of Northeast 4th street the 48 inch culvert discharges into an open ditch. The ditch has a 5 foot wide bottom and is approximately 4 to 6 feet deep. within the banks of the ditch there is a thick growth of grassed and blackberries. The-~d±tchconveys the storm water southward for approximately 100 fee-t and then turns west. The ditch flows westward-~£-or approx- imately 100 feet and then turns southward again. The ditch con- tinues southward until it flows into what appears to be an open detention system for a residential subdivision. The detention facility has a 42 inch outlet pipe which conveys the storm water beneath Bremerton Place Northeast just north of Northeast 1st Place. ~\f\ / /}-.~ . ' c/~~--~~""r ~~ r;The proposed development of the Safeway store will not signifi- \. cantly impact the downstream system. Both water quantity and ~Jf quality controls will be constructed at the source. The Safeway ~ site represents only a minimal portion of the area tributary to the open ditch. Design standards implemented by the City of Renton will adequately protect the existing downstream course. TEHPO~Y ,:ROSION C<?N'J'ROL Erosion control measures will be implemented during site grading. A temporary sedimentation control pond will be installed in the vicinity of the proposed detention system. The pond will be sized to accomidatethe construction of the detention vaults and biofiltration swales. Therefore the storm water volume will be excess of the 100 year volume for a developed site. Interceptor swales with rock check dams will be constructed on the perimeter of the site. The interceptor swales will convey the storm water to the sedimentation control pond. Filter fabric fence will be installed along the western boundary and along Northeast 4th Street from the pump house south. In these location the onsite grades will be approximately the same as the adjacent property. The interceptor swales along the boundary will collect the drainage. Therefore the primary func- tion of the filter fabric fence will be to deter vehicular traf- fic from entering the site. The sedimentation and erosion control measures will be designed in accordance with the BMP's outline in the King Countydesig~ manual. Installation of the sedimentation and erosion control facilities will minimize the amount of silt laden storm water run-off leaving the site. file 93178.dsa ~ .. '. " '.' ~gC SHEET NO. 11 K~ :QUNTY AREA, WASHINGTON • :_'" -0 '~'". ...... ':.~ .. .:.. •.. AIC' . . -:~-- .-~ ... . : 14 .. ~.c-;~ • . " . " . • _ • a -i: (RENTON QUADRANGLE) . ~.' . ,.. '.-. 180000 FEET KING COUNTY. WASI ; TON. SUR F ACE W ATE· ESIGN MANUAL 12) eN values can be area weighted when they apply to pervious areas of similar CN's (within 20 eN points). However, high eN areas should not be combined with low eN areas (unless the low eN areas are less than 15%of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.S.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUp· SOIL GROUP GROUp· o A1derwood C Orcas Peat D Arents. A1derwood Material C Oridia 0 Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget 0 Briscot 0 Puyallup B Buckley 0 Ragnar B Coastal Beaches Variable Renton 0 Earlmont Silt Loam 0 Riverwash Variable Edgewick C Salal C Everett AlB 'Sammamish 0 Indianola A Seattle 0 Kitsap C Shacar 0 Klaus C Si Silt C Mixed Alluvial Land Variable Snohomish 0 Neilton A Sultan C Newberg B Tukwila 0 Nooksack C \,Irban Variable Normal Sandy Loam 0 Woodinville 0 HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. {Low runoff potentiaQ. Soils having high infiltration rates, even when thoroughly wetted. and consisting chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted. and consisting chiefly of moderately fine to moderately coarse textures. These soDs have a moderate rate of water transmission. C. (Moderately high runoff potentiaij. Soas having slow infiltration rates when thoroughly wetted, and consisting chiefly of soDs with a layer that impedes downward movement of water, or soUs with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). SoDs having very slow infdtration rates when thoroughly wetted and consisting chiefly of clay soDs with a high swelling potential, soils with a permanent high water table. soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. • From SCS, TR-55. Second Edition. June 1986, Exhibit A-1. Revisions made from SCS, Soi Interpretation Record, Form #5, September 1988. 3.5.2-2 11192 KING COUNTY, WASH: rON, SUR F ACE W ATE R SIGN MANUAL T AnLE 3.5.28 SCS WESTERN WASHINGTON RUNOFF CURVE NUMnERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in. 1982) Runoff curve numbers for selected agricultural, suburban and urban land use lor Type lA . --.---~-rainfall-dlstribution;:24J1our-storm-duration. ---.::: . --------_. --... --"----.. _------------------.. _------ CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D - Cultivated land(I): winter condition 86 91 94 95 .---... Mountain open areas: low growing brush and grasslands 74 82 '~ 92 Meadow or pasture: 65 78 ~ 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% < to 75% of the area 77 85 e 92 I. Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots .. 72 82 87 '89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DUjGA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) (2) (3) For a more detailed descnptlon of agnculturalland use curve numbers refer to National Engtneenng Handbook, Section 4, Hydrology, Chapter 9, August 1972. Assumes roof and driveway runoff is directed into street/storm system. The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 -=:= I OflVa. loptd , '" . ~o::.~ I .. :: ) 11192 .-' .. KIN G C 0 U N T Y. WAS 11 1 N G TON. SUR F ACE W A T l:. J<. DES I G N MAN U A L FIGURE 3.S.1C 2-YEAR 24-HOUR ISOPLUVIALS 2-YEAR 24-HOUR PRECIPITATION .,.. 3.4 ---ISOPLUVIALS OF 2-YEAR 24-HOUR TOTAL PRECIPITATlON IN INCHES o J 2 3 • I • 7 • MII_ 33 KIN G C 0 U N T Y. WAS . r G TON. SUR F ACE W ATE FlGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVlALS 2.1 22 ~ 24 2.S 2-6 2.7 2-8 <9 3.0 10-YEAR 24-HOUR PRECIPITATION ,3.4---ISOPLUVIALS OF 1D-YEAR 24-HOUR TOTAL PRECIPITA nON IN INCHES o 1 2 3 • 5 , 7 • Miles )ESIGN MANUAL ( o . K J N 0 .C 0 U N T Y. WAS H I N ) 1) \ , N. SUR F ACE W ATE R D I ~ YEAR 24-HOUR PRECIPITATION ... .4 ISOPlUVIAlS OF 25-YEAR 24--HOUR TOTAL PRECIPITATION IN INCHES • 1 2 l .5 6 7 • Mil" 3.S.1-11 ON MANUAL .~ • J. 1190 · KIN G C 0 U N T Y. WAS H I N I N. SUR F ACE W ATE R 0 t;'}GURE 3~S.lH lOO·YEAR 24-HOUR ISOPLUVIALS l-YEAR 24-HOUR PRECIPITATION -ISOPLUVIALS OF 1DO-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 4 5 6 7 I Mil" 1: 300.000 3.5.1-13 GNMANUAL 8RH Job No.: ~~ \ 'If?.O I Date: ~ -r-Gl.3 H Y D R 0 6 RAP H I N PUT W 0 R K 5 H E E T Proj ect : __ ~~o.~.(Q~uJ=~~. ~* ___ C;::;..S-=::'-~..I!..-___________ _ Basin Identification (5 Char): ___ ~X~~1-~~(~4 ___ ~X~I=c?~:)~. _________ ___ Des c rip ti 0 n (30 c ha r ) : __ """E,-,)(~i S..c,+...i".' _' _(e;=c....:""'-'-'. J ___ .:.... __ '2-=-_':=1.;:;;.+·..:...r_4!_'"2..-=-4-......!-_'""';...:,..:r~_ -...,,; l Tot a 1 Area :_-=8;,..:,:.....O_/~--.,;,..k...=.._. ____ _ Precipitat.ion: 2yr1..0 5yr 10yr't.~ I 25yr ______ _ Hydrograph NUMbers: 2 yr J 5yr 10yr "'Z-25yr ______ _ ·TiMe of length e;,O I, I f;?O' 4-~O' Concentration: slope \. c:; 11/" , 0°/" 1·4-""(., "- surface type ~ Wa.~~ 'c i it (1'C4 50S Total Travel tiMe: 24.ic, Pervious Area: 'l,t?~ --------~~----------------- So i 1 Type: _.,I;;A.~l de;;;;;..' =..r..:.....-~-=..::::::O=();,.=c::::\~ __ _ Hydrologic 6roup: ______ ~~~ ______________ _ Curve Nu~ber: _____ ~~~~~~/~~b~(_J~~~~~~< ...... HYD.INP 50yr __ 50yr __ "n" value I "Z 4 ~ O~ t:; ,o~S 100yr __ 100yr __ tiMe {Ia. ~ 4 LOS 1a.13 " BRH Job No.: c:::t 7, I 'I b. 0 , Date: ~·, ... et "'; H Y 0 R 0 6 RAP H I N PUT W 0 R K 5 H E E T Project: tS·~{v.-J~3 -i: SC;'., Basin Identification (5 char) : "01- Oescr i P t ion (30 char > :--=D~e_v~ . ....;~=:....;...;:.::d::;-. __ 1-_-rd...;....:-"--+I_-~~:...;a.~, _~~r:.......:.. __ Total Area : __ e~.~o_/~---Jk~=:.....:... ___ _ Precipitation: 2yr '2.. ,O~ 5yr 10yr'2. .Gl \ 25yr __ 50yr __ 100yr -; ,'1 Hydrograph NUMbers: 2yr ~ 5yr 10yr 4 25yr __ 50yr __ 100yr .t; TiMe of Concentration: length slope .surface type r'"\. 1..00 I I. '5 "/~ [1 "'7 '=\50 I 0,$% ~~' --t-ire' "n· value .0 II ,0\"2.. ~ ~ Total Travel TiMe: ____ ~_._,~~~ _____ _ I ~ 0'0 : \.'" I " Pervious Are a : ---:....:-::>~(=__r._......:....:_~~-.!..f<-;;::::,. ___ Land Use! ~-+O(.l Soi 1 Type: /:). \ c~.Q .••• (\< ) ,l>DJ Hydrologic Group: __ ~~~ __________ _ Curve NUl'\ber! HYD.INP F1le Bas1n Hydrograph ~torage Discharge Level pool 3nnHnHMMMMMMMMMHMMMHHHHHMMHMMMHMMMMMMMMHMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHMMHMMMHB 3-INPUT, MODIFY OR BROWSE DATA 3 BASiN 10 X2 SBUH HYDR06RAPH Q) 30ESCRIPTION : EXIST. CONO. ZYR124HR --------------~------~-----------3AREfI-(-acre-sj --.-----ih-07-0 :3RAIN PRECIP \1nj 2.00 3TIME INTERVAL(~lnj: :3TiME OF CONC (~lnj: 3RAINFMlL SELECTION: 3ABSTRACT COEFF 3BASE FLOW (c fs j :3STORM OUR (hrs) 3 :3PERVIOUS PARCEL 3AREfI: :3CN 3 7.800 acres 89.00 :3 SUMMARY DATA 3PEAK HYOR06RAPH TIME: :3PEAK HYOROGRflPH FLOW: i0.00 24.73 6 0.20 0.000 24.000 IMPERVIOUS PARCEL AREA: 0.270 acres eN 98.00 8.00 hrs 1.5497 ch RAiNFMLL ~HQi-C~~ i. TYPE IA 2. TYPE I 3. TYPE II 4. TYPE IIA S. TYPE 3 6. USER 7. KC 7 UI1Y 8. CUSTOM :3 :3 :3 :3 3 :3 :3 :3 3 :3 3 :3 3 :3 :3 :3 :3 :3 3 3TOTAL HYOROGRAPH VOL: 0.7081 ae~fi :3 :3 HOME END ~l:~lnd F2:New F3:6ei F4:Tc-Cale F5:Deleie 3 ~ Ygup ~gan F6:CoMpuie F7: F8:Meihod ~~:leMplaie ~l~:tXlt 3 TiiiiMMMMHHMMMMiiMMMMMHHMMMM_MMMMMiiMMMMMMMMMiiHMMMMHMMMMiiMMMiiMiiMiiMMMiiMiiiiMMMMMMHMMH) -, ~lle Basin Hyarograph ~torege Discharge Level pool :3HHHMHHMiiMHHHHMMHiiiiMHMMiiHMiiiiMMHiiMMMMHMMMMMMMHMMMMHMMMMHMHMMMMMMHiiMMMiiMMHMMMMM8 :3 INPUT, MODIFY OR BROWSE DATA 3 :3 BASIN 10 Xi0 SBUH HYOR06RAPH (i) :3 :30ESCRIPTION EXIST. CONO. f0YRi24HR 3 :3AREA (acres j 8.070 RAINFALL CHOiCES :3 :3RAIN PRECiP (inj 2.91 i. TYPE IA 3 :3TiME INTERVAL<Min): i0.00 2. TYPE I 3 :3TiME OF CONC (Mini: 24.73 3. TYPE II :3 :3RAINFALL SELECTION: 6 4. TYPE IIA :3 3ABSTRACT COEFF 0.20 S. TYPE :3 :3 3BASE FLOW (efs) 0.000 6. USER i :3 :3STORM OUR (Mrs) 24.000 7. K~ ( OAT 3 3 8. CUSTOM :3 3PERVIOUS PARCEL 3AREA: :3CN 7.800 acres 89.00 IMPERViOUS PARCEL AREA: eN 0.270 acres 98.00 :3 :3 :3 :3 :3 :3 SUMMARY DATA '3 3PEAK HYOR06RAPH Ti ME: 8.00 hr s :3 3PEAK HYOR06RAPH FLOW: 2.9208 cfe :3 3TOTAL HYDR06RAPH VOL: 1.2424 ae-ft :3 :3 HOME END ~I:~lnd F2:New F3:6ei F4:Tc-Cale F5:Deleie :3 ~ ~gup ~gcn F6:CoMpuie F7: F8:Meihod ~~:leMplaie ~I~:txlt 3 TMMMMMMMMMMMMMMMMiiMMMMMMMMMMMMMiiMMMMMMMMMMMMMMHMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM) File Basin Hydrograph Siorage Discharge Level pool 3HHHHHHMHHHHHMMMHMHMMMMMHHHHHMHMMMMMMMMMMMHHHHHMHMHHHHHMMHHHHHHMMMMMMMMMHMMMM8 3-INFUT. MODIFY OR BROwSE DATA 3 3 BASIN in 02 S8UH HYOR06RAFH ".~ 3 30ESCRIPTION : DEV. CONDo 2YR/24HR ~ 3 3AREA (acres j 8.070 RAINFALL CHOICES 3 -~-=~~=zm;IJf-FJ1£1;iP __ LinL __ : ______ ~~~0]j--=---------------t • --f-fpt -1-"----3 3T HiE iNTERvAl' l'Ii n ): i 0.100 2. TYPE I 3 3TIHE OF CONC (!'lin): 3RAINFALL SELECTiON: 3MBSTRA,CT COEFF 3BASE FLOiJ (cfs) ·3STORH OUR (hrs; 3 3PERvIOUS PARCEL 8.33 6 0.20 0.000 24.01010 iMPERvIOUS PARCEL 3AREA: i .2i0 acres AREA: 6.860 acres 3CN 910.100 3 3 SUMHARY DATA CN 98.00 3. TYPE II 4. TYPE IiA 5. TYPE 3 6. USER 1 7. KC 7 DAY 8. CUSTOH 3 3 3 3 3 3 3 3 3 :3 3 :3PEAK HYOR06RAPH TiHE: 8.1010 hrs 3 3PEAK HYOR06RAPH FLOW: 3.5058 efa 3 :3TOTAL HYOR06RAPH VOL: i .1247 ae-fi :3 3 HOME END Fi:Find F2:New F3:6ei F4:Tc-Calc F5:0eleie 3 ~ ~gup ~gon rb:~Ol'lpute r(: F8:Meihod r~:le!'lpiaie FflO:Exii 3 THHHHHHMHMMHMMMHHHHMHMHHMHHHMMMMMMMMMMMMMMHHHMMMMMMHHMHHHMMMMHMMMHMMMMMMMMMHM) rlle Basin Hyorograph ~torage uischarge Level pool 3MMHMMHHMMMHHMMHMHHMMHMHHMHMHMHHHMHHMMHMMMMMMMMHMHHMHMMMMMMMMMHMHHHHHMMHMMHMH8 3 INFUT. MODIFY OR BROwSE DATA 3 :3 BASIN 10 0;0 SBUH HYOR06RAPH ~ 3 30ESCRIPTION OEV. CONDo 10YRn4HR 3 3AREA (acres; 3RAIN PRECIP (in; 3TiME iNTERVAL(l'Iin;: ~11Mt OF CONC (!'Iinj: 3RAiNFALL SELECTiON: :3ABSTRACT COEFF :3BASE FLOiJ (cfs j 3STORM OUR (hrs j :3 3PERviOUS PARCEL 3AREA: :3CN 3 :3 i .2iiO 90.100 acres SUHMARY OMTA 3FEAK HYOR06RAPH TiME: ~~tMK HYOR06RAPH FLOw: 3TOTAL HYOR06RAFH vOL: 8.0710 2.91 110.00 8.33 6 0.210 10.1000 24.000 IMPERViOUS PARCEL AREA: 6.8610 acres CN 98.100 8.00 hrs 5.3269 chi i . 7230 ac-fi RAiNFALL CHOICES i . TYFE iA 2. TYPE I 3. TYPE Ii 4. TYPE iIA 5. TYPE 3 6. USER 7. KC 7 DAY 8. CUSTOM :5 HOHE END rl:rlnd F2:New F3:6e~ F4:Tc-Calc F5:0eleie 3 :3 :3 :3 3 :3 3 :3 3 3 :3 3 3 :5 3 :5 3 :3 ~ ~gup ~gon F6:Co!'lpuie F7: F8:Meihod r~:lel'\piate FflO:Exlt 3 THMHHHHHHMHMMMMHMHMMMMMMMMHMHHMHHHMMMHHHMMHMHMMMHMHHMMHMMMMMMHHMMHMMMMMMMMMMM) File Basin Hyorograph ~torage Discharge Levei pooi 3HHMHHMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHHMMMMMMMM8 3 INPUT. MODIFY OR BROwSE DAT~ .. _______ .. ~ :3 3 BASiN 10 Oi00 S8UH HlUKUbKM~H ~ 3 30ESCRIPTiON DE". CONDo f00YR/24HR :3 3AREfI (acres) 3RAIN PRECIP (In) 3TlnE INTERVAL(~ln}: ---_._--:~f-1iiE--6F--e6Ne--, 1'11. n 7~-- 3RflINFALL SELECTiON: 3f18STRACT COEFF 38ASE FLOw icis} 3STORM ~UR ihrs} 3 -3PERViOUS PARCEL :3f1REA: i.21Vi acres 3CN 90.1010 3 3 SUMMARY DATA 3PEfli< HYDROGRAPH tiME: 3PEAi< HYDROGRAPH FLOw: 8.070 3.90 i0.00 B.3:3- 6 0.20 0.000 24.000 iMPERviOUS PARCEL AREA: 6.860 acres CN 98.00 8.1010 hrs -7.3041 ch RAiNFflLL CHOICES 3 i. TYPE IA :3 .L ____ IYPE I _3 3 ;TYFE11---:; - 4. TYPE II'; 5. TYPE 3 6. USER i 7. i<C 7 OAY 8. CUSTOM 3 3 3 3 3 3 3 3 3 3 3 3 3TOTAL HYOROGRAPH vOL: 2.3802 ac-it 3 3 HOME END Fi :Find FZ:New F3:Gei F4:Tc-Caic F5:Deieie 3 ~ ~gup ~gdn F6:Co~puie F7: F8!neihod ~~:leMplaie Fi0:Exii 3 THMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHHMMnMHMMMMMMMM) ~lle 8asin Hyorograph Siorage Discharge Level pooi 3HHMMnHnnMMMMnMMMMMMMMMMMMMMM~MMMMMMMMMMMHMMMMMMMMMMMMMMMMMMMMMnMMMMnHnnMMnnn8 3 INPUT. fiOOIFY OR 8ROwSE DATA 3 3 8ASiN ID .3302 S8UH HYOR06RAPH fc.--Wa.t fb""d 3 30ESCRIPTION ONE-THIRD DE\} .2'r"R/24HR 3 3AREA (acres) 3RAIN PRECiP (In) 3TiME iNTERvALi~ln): ~IIMt OF CONC (~ln;: 3RAiNFALL SELECTiON: 3f1BSTRACT COEFF 38ASE FLOw (cfs) 3STORM OUR (nrs) 3 3PERViOUS PARCEL 3f1REA: 3CN 3 3 i .2 iVi 90.00 acres SUMMARY DATA 3PEAK HYOROGRAPH TiME: 3PEAi< HYDROGRAPH FLOw: 3TOTAL HYDROGRAPH vOL: 3 HOME END Fi :Flnd 8.070 0.67 i0.00 8.33 6 0.20 10.0100 24.000 IMPERVIOUS PARCEL AREA: 6.8610 acres CN 98.010 8.100 hrs 0.8752 cfs 0.2846 ac-ft F2:New F:3:6ei F4:Tc-Caic RAINFALL CHOICES i. TYPE IA Z. TYPE I 3. TYPE II 4. TYPE II'; 5. TYPE :3 6. USER 7. KC 7 DAY 8. CUSTOn F5:0eleie 3 3 3 3 :3 3 3 3 3 3 :3 :3 3 3 :3 :; 3 :3 ~ ~gup I"'gon rb:l.,;o~puie to (: F8:Meihod r::l: le~plate r Ho:txli 3 TMMMHMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHMMMMMMMMMMMMMMMMMMMMMHMMMMMMMMMMMM) ~lle BaSln Hyorograph Siorage Discharge Level pooi 3HHHHHHHHMHHHHMHHHHHHHHMHHHHHMHHHHHHHHHHHHHHHHHHHHHMMMMMMMMHMHHHHHH8 3 MULTIPLE ORiFICE 3 3 DISCHARGE STRUCTURE ID:FRHH 3 3 3NaMe: FLOW RESTRICTOR MANHOLE 3 3 3Fe~k--.usgn Rei ea~-e_Rai~:____0. 1il0 __ ct5 ____ _ Orif __ iflowieie"-'v'-----__ "'-3_. _____ . ___ . __ ---30rif fce -Coer f H:rerfi :-:-~:------0.62 3Lowest Oriflce Ola (in) .. : 6.57 3hl: Outlet io 2nd Orlflce: i.80 3Second Orifice Oia (in> .. : 6.14 Dia (iniicfsi fi ~. 6.57 2.35 cfs 3 383.80 ft 3 6. i 4 i .52 c fs 3 3h2: 'Lnri io 3rd OrltlCe ... : ~lnlrd Oriflce Dia (in) .. : 3h3: 3rd io 4ih Orifice ... : 3Fourih Orifice Oia (in) .. : 3h4: 4ih to 5ih Orifice ..• : :3Top Orifice 3 Dia (in) .. : 0.100 0.00 ·0.100 0.100 0.1010 10.00 3Elevaiion of Lowesi Orifice .•.. : 30uilei Elevaiion ...•....•.•...• : :3Hax Elev Above Ouilei •••..•.... : 3Siage-Disch IncreMent .......•.. : :3 38'2.00 . 38-Z. 00 386.00 0. i0 :3 3 3 3 3 3 3 3 :3 3 :3 3 Mv3PGUP PGDN ~~: bet ~b: Deleie FIIO: Exit :3 CuTMMHHHHHHHHMHHMMnHHHHHHHMHHHHMMHMMHHMHHHHHHHHHMHHHHHHnMHHHHHHMHHMMM) File . Basin Hydrogreph Storage Discharge Level pool 8ush, Roed & Hit2HMMHMHHHHHHMMMHHHHMHHM8 Release :3 3 3Proporiional 'weir :3 :3v-Weir :3 3MHHMMMMnMMMMMMMMMMHMHHHHHMHHHHMHMHMMMHMHHHHHHH8ir :3 :3 RISER INFLOW STRUCTURE 3ested weir :3 3 DISCHARGE STRUCTURE ID: OvER :3design :3 :3 3DESC~IPTION:OvERFLOW RISER 3RiSER DIAHETER (INCHES): 12.101010 3WEIR COEFFICIENT •..•... : 9.739 30RIFICE COEFFICIENT ..•. : 3.782 :3 :3RISER ELEVATION (FTi •.. : :3HAXIMUM ELEVATION (FTi,: :3HAXiMUM iNCREHENT (FTi,: :3 386.010 386.00 0. ilil 3flow :3rl culvert :3 3ion :3iie 3-siruci :3 :3 :3 :3 3 3 3 :3 :3HiiHMiiMMHMMiiMHH) 3 3 3P6UP F6DN F3: Gei F6: Deleie Fi0: EXlt 3 TMMMMMMMMMMMMHMHMHHHHMMMMMMMMHMMMMMMMMHHHMMMMMM) AvaIlable MeMory reMalnlng: i3701il8 byies Current Daia Sei NaMe: O:\WORKS\jAL\93178 Fiie Besin Hydrograph Storege uischarge Level pool Bush, 2MMMMMMMHMMHHMMMMMMMMHM8 3 3Rectanguler vauit :3Trapezoidai basin 3Underground pipe 35to ii ~t 3MM~H~M~H~M~M~MHHHHHM-'M-'M-'HMHMHMHMHHMMMMMMMHHHHMHHMMHHM8 RECTANGULAR VAULT STORA6E STRUCTURE iD: VAULT 3 3 :3 :3 :3 :3 :3 :3 :3 :3 :3 :3 :3 :3NaMe.: DETENTION VAULT :3Length (it i •••••••• : :3wldth (ft) ••••••••• : :3Startlng Elevation.: :3Max Elev of Vault .. : :3Siage-Sto IncreMent: :3Siructure Vol (cfi.: :3MMMMM) 3 :3 Ac.,.fi.: :3 85.00 4-10.010 382.00 386.00 0.110 1361010.100 10.31 :3 :3 :3 :3 :3 :3 :3 :3 ~~bU~ PGDN F3: bet ~b: Delete FIIO: Exit 3 TMMHHMMMMMtif'iM.f'iMMMiiMfififiMMMMMMMMHMMMMHMMMMMMMfifiM> Mveilable MeMory reMaining: i37008 bytes Curreni Data Set NaMe: D:\WORKS\JAL\93i78 File Basin Hydrograph Storage ulscnarge Level pool Bush, Roed & Hitchings, inc 2fiHMMfifiMMHMfiMMfiMMM8 :3MHMMMMMMMfiMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMHfiMMMMMMMHMHMMMMMMMMMMMMMMMMMMM8 :3 ROUTiNG COMPARiSON TABLE :3 :3 :3 3ilOIO :3 3 :3 3 :3 3 3 3 DESCRiPTiON 'iR MATCH PEAK i .55 2.92 0.1010 iNFLOW STu PEAK No. 3.51 VAULT 5.33 VAULT 7.30 VAULT Av.ulable MeMory reMcunlng: i3710.08 byt,es Current Oat~ Sei NaMe: O:\WORK5\JAL\9317B DIS No. CMH£i CMH£i CMH£i PEAK ST6 383.74 384.73 385.96 PEAK OUT OUT HYD i .55 I I 2.92 i 2 3.84 13 3 :3 , -Flie Basin Hyorog, Siorage Discharge Leve oi 2MHMHMMMHHMMMMSBush. Roed & HitchIngs, Inc 3HMHHHHHHMMHHHHHHHHHHHMMMMHMMHHHMMMHMHHMMHHHMHMMMMMMHHMMHMMHHHHHHHHHHHMM8 3 OiTCH REACH INPUT FORM 3 3 Reach 10: BIOSWALE 3 3 ~Diteh Length (ft J •••• : 200.00 3Dlleh wulth (it i ••••• : 15.00 3S1ce Siopei (H: IVi ••• : 3.00 Trlbuiary Are~ (Me): Peak Q (e fs j ••••••• : 8.07 1.43 3 3 3 Peak Depth (fij •••• : 0.33 3 ---.---~---3.5_i.de. S_101~tC.l~{tr:Iv·l:~:-":-3 .• -00 ----;;P;;-e-~ k Ve i (f p-3)-:-;-:-~~ :----~Zi'------3---- 3Diteh Siope (fiiftJ •• : 0.0200 3H~nnings n Coeff ...•. : 0.3500 Up w.S. eiev Uti .. : :3 3Contrib Basin ........ : 3Dns treal'! i. e. (f i j ••• : 38 i .00 3DnsireaM W.S. (fi >. •• : 0.00 3£ of Sieps ........... : 10 3 3 3 3 3 3Arrows Fi:Find ~l:~lear~M ~~:bet F4:Mann F10: Exii :3 THMHHMHMMMMHHHHMHHMHHHHMMMMHMHMHHHMMMMMMMMMMMMHMMMMHMMMMMMMMMMMMMHMHMHMH) Fipe Safety Factor ...... : 1.00 Avail~ble MeMory rel'!alnlng: 11096 byies Current Data Set Nal'!e: O:\wORKS\JAL\9:3i78 'AUG-04-05 02:48PM FROM-BUSH ROEO & HITCHINGS INC, 206-323-7135 ~12Df.c:L a~ LandAmerica· _ Commercial Services June 24, 2005 Bush, Roed & Hitchings, Inc. 2009 Minar Ave. East Seattle, WA 98102 Attn.: leff McManus Reference No.{s): Order No.: RT -20154993-T20 Property Address: 4300 NE 4th Street, Renton, Washington Buyer IBorrowers: Seller(s): Safeway Inc., a Delaware corporation ._. T-145 P.02/10 F-168 Two Union Square 601 Union Street Suite 1100 Seattle, WA 98101 Phone: 206-628-2873 Fax: 2064 628-0631 In connection with the above referenced Order, we are enclosing documentation as requested. If we may be of further assistance, please feel free to contact any member of the team listed below Title Team Chief TItle Officer Kerry Wi~e, (425) 712-4963, kwjse@landam.cgm Roger Terriere, Title Officer, (206) 628-2873, rterriern(9)landam.com Eric T. Bloomquist, Title Officer, (206) 628-2831, ebloomgy;st@landam.cQm Marc Wise, Title Officer, (206) 628-3472, mwjse@landamlcQm Toll Free: 1-800-232-8388 Fax:1-206-628-0631 We thank you for thiS opportunity to serve you. Kerry Wise Chief Title Officer Enclosure(s) ec: Bush, Roed 8r. Hitchings, Inc. Safeway, Inc. Attn: leff McManus Attn: Sara Osbourne AUG-04-05 02:48PM FROM-BUSH ROED & HITCHINGS INC, "-..-,-a, LandAmerica~ _ Commercial Services Busn~o-e~ftchings,-!m:-; 2009 Minor Ave. East Seattle, WA 98102 REFERENCE NO: Renton Store No 1468/ Order No.: 20154993 206-323-7135 Liability; Charge: Tax: Total: SUBDIVISION GUARANTEE T-145 P.03/10 F-168 Two Union Square 601 Union Street Suite 1100 Seattle, WA 98101 Phone: 206-628-2873 Fax: 206-628-0631 ~10,OOO.00 $ 400.00 $ 35.20 ,435.20 SlIbject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named Or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. Transnation Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: June 17, 2005 Transnation Title Insurance Company Subdivision Guarantee GNT004 Page 1 of 8 AUG-04-05 02:48PM FROM-BUSH ROEO & HITCHINGS INC, 206-323-7135 T-145 P.04/10 F-168 Order No.: 20154993 ...... -.... SCHEDULE A 1. Name of Assured: Bush, Roed & Hitchings, Inc. Z. Date of Guarantee: June 17, 2005 3. The aSSurances referred to on the face page hereof are: a. That according to those public records whic:h, under the recording laws, impart constructive notice of matters affecting title to the following described land: See ExM)it A attached hereto. b. Title to the estate or interest in the land is vested in: Safeway Inc., a Delaware (;orporation c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. CA) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PAT~NTS OR IN ACTS AUTHORIZING THE ISSUANCe THEREOF; (C) INDIAN TREATY OR A60RIGINAL RIGHTS, INCLUDING, BUT NOT LIMITED TO, EASEMENTS OR EQUITABLE SERVITUDES; OR, {D} WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MAnERS EXCEPTED UNDER (A), (B), (C) OR {D} ARE SHOWN BY THE PUBUC RECORDS. 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALlY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (lST HALF DELINQUENT ON MAY 1; 2ND HALF DEUNQUENT ON NOVEMBER. l) TAX ACCOUNT NO.: 880500-0030 yt:AR BlLLED PAID BALANCE 2005 $63,652.03 $31,826.02 $31,826.01 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND P~NAL1Y: $31,826.01. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2100 $2,470,000.00 $2,893,300.00 3. ALL COVENANTS, CONDmONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED By THE RECORDED PLAT OF UNION AVENUE, A BINDING SITE PLAN. THIS POUCY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPuRTENANCES SHOWN ON THE PLAT OR SuRVEY TO BENEFIT OR BURDEN REAL PROPERlY OUTSIDE THE BOUNDARIES OF SAID LAND. Subdivision Guarantee GNT004 Page 2 of 8 ,AUG-04-05 02:48PM FROM-BUSH ROEO & HITCHINGS INC, 20S-323-7135 4. EASEMENT AND THE TERMS AND CONDmONS THEREOF: GRANTEE: PURPOSi:: AREA AFFECTED: RECORDED: ·--rtECORDTNG~O. ; POSTAL TELEGRAPH CABLE CO. TELEGRAPH POLE UNE SYSTEM A PORTION OF SAID PREMISes NOVEMBeR 23, 1910 717661 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO. ROADWAY A PORTION OF SAID PREMIses 3208139 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO. COME OVER AND ACROSS A PORTION OF SAID PREMISES 3340140 7. EASfMENT AND THE TI:RMS AND CONDITIONS THEREOF: PURPOSE: UNDISCLOSED AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 3382741 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: PUGET SOUND POWER AND UGHT COMPANY ELECTRIC POl-E UNE SYSTEM A PORTION OF SAID PREMISES DECEMBER 22,1944 3436388 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROADWAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 3451531 10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: T-145 P.05/10 F-1S8 Order No201S4993 GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY PURPOSE: AERIAL WIRES, CABLE, FIXTURES AND APPURTENANCES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDI:D: JUNE 5, 1946 RECORDING NO.: 3575606 AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 NOVEMBER 21, 1984 8411210163 Page 3 of 8 AUG-04-05 02:49PM FROM-BUSH ROEO & HITCHINGS INC, 206-323-7135 T-145 P.06/10 F-168 Order No20154993 11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFEcrED: RECORDED: RECORDING NO.' PACIFIC NORTHWEST BELL TELEPHONE COMPANY AERIAL WIRES, CABLE, FIXTURES AND APPURTENANCES A PORTION OF SAID PREMISES JUNE 5,1946 3575607 AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: JANUARY 4, 1965 5828524 12. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY PURPOSE: AERIAL WIRES, CABLE, FIXTURES AND APPURTENANCES AREA AfFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 5, 1946 RECORDING NO.: 3575608 AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: NOVEMBER 21, 1984 8411210162 13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO. ROAD A PORTION OF SAID PREMISES 4572515 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NOS. INGRESS AND EGRESS A PORTION OF SAID PREMISES 4643925 AND 4646881 15. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 5790505. 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 KING COUNTY UTI UTI ES A PORTION OF SAID PREMISES SEPTEMBER 24, 1964 5790531 Page 4 of8 , AUG-04-05 02:49PM FROM-BUSH ROED & HITCHINGS INC, 206-323-7135 T-145 P.07/10 F-168 . .../ Order No20154993 17. I:ASEMENT AND THE TERMS AND CONDmONS THEREOF~ GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION PURPOSE: UNDERGROUND COMMUNICATION UNES, CONDUIT AND TELEPHONE POLE SYSTEM ·-AREA-AF-F-E-GfelED~:;----,A....peRfION OF SAID PReMIS~E5~--------------·-··----·-- RECORDED: MARCH 22, 1983 RECORDING NO.: 8303220984 18. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECOR.DED: RECORDING NO,: CITY OF RENTON SANlTARY SEWER SYSTEM A PORTION OF SAID PREMISES JUNE 30, 1987 AND JULY 28, 1987 8706301321 AND 8707281845 19. COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON MAY 16, 1983, AND RE-RECORDED ON JU~Y 27, 1983 UNDER RECORDING NO. 8307271099, ARE-RECORDING Of 8305160165, INCLUOING BUT NOT UMlTED TO RIGHTS OR BENEmS WHICH MAY BE DISCLOSED AFFECTING LAND OUTSIDE THe BOUNDARY DESCRIBED IN SCHEDULE A. 20. EASEMENTS WITH COVENANTS AND RESTR1CTlONS IMPOSED BY INSTRUMENT RECORDED ON JUNE 30, 1982, UNDER RECORDING NO. 8206300214. AND AMENDMENTS THERETO: RECORDING NOS.: 8303020380 AND 9511200306 (A RE-RECORDING OF 9409120665) AND 9605240990 21. RIGHT TO ENTER THE LAND GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY fOR THE PllRPOSE TO PLACE, CONSTRUcr, MAINTAIN, INSPECT, RI:CONSTRUCT, REPAIR, REPLACE, REMOVE AND KEEP OBSTACLES CLEAR FROM THE UNDERGROUND COMMUNICATION UNES AND ABOVE GROUND TELEPHONE EQUIPMENT AND CABINETS CONSTRUCTED ON PROPERTY ADJOINING TO ,HE NORTH BY EASEMENT ReCORDED UNDER RECORDING NO. 8903201024. 22. EASEMENT AND THE TERMS AND CONDmONS THEREOF: GRANTEE: PURPOSE; AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLIC WATER SYSTEM A PORTION OF SAID PREMISES JANUARY 17, 1990 9001170372 23. EASEMENT AND THE ,ERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: ARI:A AFFECTED: RECORDED: RECORDING NO.: . Subdivision Guarantee GNT004 PUGET SOUND POWER AND UGHT COMPANY, A WASHINGTON CORPORATION UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM A PORTION OF SAID PREMISES NOVEMBER 4, 1994 9411040819 Page 5 of 8 AUG-04-05 02:49PM FROM-BUSH ROED & HITCHINGS INC, 206-323-7135 T-145 P.08/10 F-168 Order No20154993 24. EASEMENT AND THE TER.MS AND CONOmONS THEREOF: PURPOSE: GAS PIPEUNE(S) SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9412050925 . 25. EASEMENT AND THE TERMS AND CONDmONS THEREOf: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON puauc unUTIES A PORTION OF SAID PREMISES JANUARY 12, 1996 961120806 26. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON SEWER SYSTEM A PORTION OF SAID PREMISES JANUARY 12, 1996 9601120806 27. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NO.: JUNE 11, 1997 9706111127 . . -" REGARDING: DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT 28. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NO.: REGARDING: MARCH 31, 1988 8803311185 RECIPROCAL SLOPE EASEMENTS 29. AGREEMENT AND THE TERMS AND CONDlTIONS THEREOF: RECORDED: RECORDING NO.: REGARDING: MARCH 31, 1988 8803311186 l5 FOOT WATER UNE EASEMENT 30. COVENANTS, CONOmONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDING ON JUNE 15, 1995, UNDER RECORDING NO. 9506l50055, INCLUDING BUT NOT UMITED TO RIGHTS OR BENEFITS WHICH MAY ae DISCLOSED AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIaED IN SCHEDULE A. 31. NOTICE OF AGREEMENT TO SHARE COSTS OF OFF-SITE STORM SEWER SYSTEM IMPOSED BY INSTRUMENT RECORDED ON JUNE 7,1990, UNDER RECORDING NO. 9006070627. 32. ORDINANCe AND THE TERMS AND CONDmONS THEREOF: RECORDED: RECORDING NO.: RE:GARDING: JUNE 21, 1996 9606210966 ASSESSMENT DISTRICT FOR SANITARY SEWER SE:RVICE 33. USE RESTRICTION IMPOSED BY INSTRUMENT RECORDED ON FEBRUARY 20, 2004, UNDER RECORDING NO. 2004022000l681. Subdivision Guarantee GNT004 Page 6 of 8 AUG-04-05 OZ:50PM FROM-BUSH ROED & HITCHINGS INC, Z06-3Z3-1135 T-145 p.Oa/10 F-168 Order No201S4993 34. MAnERS SHOWN ON SURVEY RECORDED UNDER RECORDING NO. 8312169004. 35. THE EFFECT OF RELEASE OF EASEMENT AGREEMENT RECORDED UNDER RECORDING NO. 8804060843. . 36. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS Of SECURIlY INTERESTS ON PERSONAL PROPERTY INSTAllED UPON THE lAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. NOTE 1: THERE MAY BE UNIFORM COMMERCIAL CODE (UCC) SECURITY INTeRESTS FILED WITH THE DEPARTMENT OF UCENSING IN OLYMPIA, AFFECTING PERSONAL PROPERTY, CROPS OR AGRICULTURAL FACIUTlES WHICH ARE NOT COVERED BY THE POUCY TO ISSUE. NOTE 2: BASED ON INfORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: COMMEROAL./INDUSTRIAL STRUCTURE{S) KNOWN AS: 4300 NE 4TH STREI:T RENTON, WA 96059 NOTE 3: THE FOLlOwING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 3 UNION AVENUE SAFEWAY SSP NOTE 4: WHEN SENDING DOCUMENTS FOR RECORDING, PLEASE SEND VIA TDS (TITLE DEUVERY SERVICE) IN THE YELLOW RECORDING ENVELOPES WHENEVER POSSIBLE. If THEY MUST RECORD THE SAME DAY, PLEASE CONTACT THE TITLE UNIT FOR SPECIAL DEUVERY REQUIREMENTS. IF THEY MAY BE RELEASED WITHIN 48 HOURS, THEY SHOULD BE SENT TO THE FOLLOWING ADDRESS: ewc Enclosures: TRANSNATION TITLE INSURANCE COMPANY 1501 -4TH AVENUE, SUITE 308 SEATTLE, VVA 98101 ATTN: RECORDING DEPT. Sketch Vesting peed Paragraphs all recorded encumbrances Subdivision Guarantee GNT004 Page 7 of 8 AUG-04-05 02:50PM FROY-BUSH ROED & HITCHINGS INC, 206-323-7135 T-145 P.l0/l0 F-168 Order No.: 20154993 EXHIBIT "A" LOT 3 OF UNION AVENUE SAFEWAY, A BINDING SITE PLAN, AS PER PLAT RECORDED IN VOLUME 176 OF PLATS, PAGE 84, RECORDS OF KING COUNTY; SmJATE IN THE ClTY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Printed: 08-19-2005 Payment Made: ~ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-101 08/19/2005 11 :02 AM Receipt Number: Total Payment: 1,500.00 Payee: In Form, Inc. Current Payment Made to the Following Items: Trans Account Code Description 5010 000.345.81.00.0007 Environmental Review 5020 000.345.81.00.0017 Site Plan Approval Payments made for this receipt Trans Method Description Amount Payment Check 6394 1,500.00 Account Balances Amount 500.00 1,000.00 Trans Account Code Description Balance Due 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat 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 R0504555 ! I I , ' , -" E N V I RON MEN TAL •• PARTNERSINC DEVELOPMENT PLANNING CITY OF RENTON AUG 1 9 2005 RECEIVED Phase I Environmental Site Assessment Safeway Store No. 1468 4300 Northeast 4th Street Renton, Washington Prepared For: r' Safeway Inc. 1121124th Avenue NE : " Bellevue, Washington ".---. , ' July 25, 2002 .. ~ Prepared By: Environmental Partners, Inc. 10940 NE 33rd Place, Suite 110 Bellevue, Washington 98004 (425) 889-4747 Thomas Morin Project Manager Project Number: 082182.0 QR711 i 1...--' I ! . I I I I .' ! I ! r·-..... '----' ! i i , Phase I ESA • Safeway Store No. 146B. Rei· )ashington EPI Project Number: OB21 B2.0 July 25. 2002 TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................................... 1 1.0 INTRODUCTION .............................................................................................................................. 2 1.1 Purpose .................................................................................................................................. 2 1 2 Special Terms and Conditions .2 1.3 Limitations and Exceptions of the Assessment ...................................................................... 2 1.4 Limiting Site Conditions and Methodology Used .................................................................... 3 1.5 Environmental Liens and Specialized Knowledge or Experience .......................................... .4 2.0 SUBJECT PROPERTY .................................................................................................................... 5 2.1 Physical Setting Sources and Analysis ................................................................................... 5 2.1.1 Topography and Surface Water Characteristics ....................................................... 5 2.1.2 Regional Geological Characterization ....................................................................... 5 2.1.3 Regional Ground Water Characterization .................................................................. 5 2.2 Current Uses of the Subject Property ..................................................................................... 5 2.3 Site Improvements .................................................................................................................. 5 2.3.1 Exterior Features ........................................................................................................ 6 2.3.2 Property Utilities ......................................................................................................... 6 2.3.3 Storm Water Drainage ............................................................................................... 6 2.3.4 Ground Water Monitoring or Supply Wells ................................................................ 6 2.3.5 Stains or Corrosion .................................................................................................... 6 2.4 Hazardous Substances ........................................................................................................... 6 2.4.1 Containers ................................................................................................................. 6 2.4.2 Storage Tanks ........................................................................................................... 6 2.4.3 Spills or Releases ...................................................................................................... 6 2.5 Sources of Air Emissions, Hazardous Waste or Wastewater ................................................ 7 2.6 Solid Waste Disposal .............................................................................................................. 7 2.7 PCBs ....................................................................................................................................... 7 2.8 Other Environmental Conditions ............................................................................................. 7 3.0 ADJOINING PROPERTY USES ...................................................................................................... 8 4.0 HISTORICAL USE INFORMATION ................................................................................................. 9 5.0 REGULATORY RECORDS INFORMATION ................................................................................. 13 5.1 Review of Regulatory Agency Databases ............................................................................. 13 5.2 Additional Regulatory Records ............................................................................................. 13 6.0 FINDINGS AND CONCLUSIONS .................................................................................................. 14 ENVIRONMENTAL PARTNERS INC '. r"- ! ! Phase I ESA· Safeway Siore No. 1468. ReI EPI Project Number: 082182.0 July 25. 2002 EXECUTIVE SUMMARY !ashinglon Environmental Partners, Inc. (EPI) has completed a Phase I Environmental Site Assessment (ESA) for the subject property located in a portion of the parking lot of Safeway Store 1468 at 4300 Northeast 4th Street in Renton, Washington, utilizing the American Society for Testing and Materials (ASTM) Standard ·-=E=4527 97, "St3Aeafe PF3stise Wf El"I¥ir.ol'lmeI'ltaLSite=Assessments:-...l?.naseddmdronmentaLSite Assessment Process", as a guideline. This project has been performed on behalf of Safeway Inc. in connection with the potential redevelopment of the subject property as a retail fueling center. The subject property is located in a commercial and residential area of Renton, Washington. The property is approximately 0.5 acres in size and is accessible from 4th Street Northeast and the remainder of the Safeway parking lot. According to the King County Assessor's office, the property is owned and occupied by Safeway. The tax assessor's parcel number for this property is 8805000030. The subject property is presently used as a parking lot for the Safeway store and retail businesses to the east of the subject property. Safeway store 1468 and a connected strip mall is located to the north of the subject property. To the east there is another strip mall, with an auto parts store, cigarette store, and pizza restaurant. Northeast 4th Street is located to the south of the subject property. The King County Water District No. 90 pump station is located adjacent to the western border of the subject property, as well as a Hollywood Video store. The pump station is only a pressure/flow booster and the actual water well is off-site. The subject property did not appear on any of the federal or state regulatory databases reviewed by EPI for this assessment. A total of 12 separate addresses (regulated sites) within the applicable search distances appeared on at least one of the ASTM Standard databases in the EDR Report. None of these regulated sites appears to represent a recognized environmental condition for the subject property The subject property appears to have been vacant from at least 1936 until 1990, except that a portion of the subject property may have been an agricultural field in 1936, and a dirt road may have. passed through the subject property around 1974. By 1990, the subject property appears to be a paved parking lot, similar in appearance to the present-day parking lot. The surrounding areas appear to have been vacant, agricultural fields, or residential in the 1930s. There appears to have been slowly increasing residential and agricultural development through the 1960s. By 1974, there appears to be a commercial building, with three large above ground tanks, well to the southwest of the subject property, and a gasoline station well to the west. By 1980, the adjacent pump house appears to have been built. By 1990, there appears to be increased residential and commercial development, and Safeway store 1468 appears to have been built by 1995. By 1999, the strip mall adjacent to the east of the subject property appears to have been built. This assessment has revealed no evidence of recognized environmental conditions in connection with the property. ENVIRONMENTAL PARTNERS INC Page 1 , , Phase I ESA -Safeway Store No. 1468, ReI EPI Project Number: 082182.0 Juty 25, 2002 1.0 INTRODUCTION 1.1 Purpose .ashington Environmental Partners, Inc, (EPI) has completed a Phase I Environmental Site Assessment (ESA) for ="'======'ttflhl@e--s~tWjD'~e~Gt"pr~r:ty4(")€:ated in 8 jOOrtWR=Of--tne--par-kirtg=lot=of-Safewa¥--Store044G8 at 4300 Mertbeast 4th Street in Renton, Washington, utilizing the American Society for Testing and Materials (ASTM) Standard E 1527-97, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process", as a guideline. This project has been performed on behalf of Safeway Inc. in connection with the potential redevelopment of the subject property as a retail fueling center. The purpose of this Phase I ESA is to identify recognized environmental conditions using the level of care that is standard in the environmental industry today. The term recognized environmental conditions, as defined by ASTM, is the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, ground water, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. 1.2 Special Terms and Conditions This report was prepared under Safeway Inc. Master Agreement dated January 1, 1998 referenced in our proposal dated April 16, 2001 describing the conditions under which EPI agreed to perform this Phase I ESA. EPI received verbal authorization to proceed from Ms. Laura Delaney on December 1, 2001. No special terms or conditions were used to conduct this Assessment. This report was prepared solely for Safeway Inc. and its agents and the contents thereof may not be used or relied upon by any other person without the express written consent and authorization of Environmental Partners, Inc. By accepting this report, an agent agrees that any use or reliance it places on this report shall be limited to the terms and conditions of the contract under which this document was generated, the qualifications and limitations stated in the report, and with the acknowledgment that the actual site conditions may change with time and that hidden conditions not discoverable within the scope of the ESA may exist at the subject property. 1.3 Limitations and Exceptions of the Assessment Specific to the ESA, lack of evidence of the presence of hazardous materials following completion of the tasks of a reasonable and mutually agreed-upon scope of work does not guarantee the absence of such materials; rather, it indicates only that none were found as a result of the services provided. Although the limited nature of EPl's scope of work precludes the firm from providing a warranty or guarantee regarding the presence or absence of hazardous materials that could potentially affect the property, EPI has provided its best professional jUdgment of possible hazardous materials issues and performed the work in accordance with practices and procedures generally accepted in the consulting engineering field. The information provided in this report is not to be construed as legal advice. ENVIRONMENTAL PARTNERS INC Page 2 I i i I ! U I ! ., "'--:' i I (--. ,. I ! Phase I ESA • Safeway Siore No. 1468. Rei EPI Project Number: 082182.0 lashinglon July 25. 2002 1.4 Limiting Site Conditions and Methodology Used The following sources were used to compile the information in this assessment: 1. A site visit and general characterization of the property including a thorough on-foot survey of the -emtr~--proflerty BAd BA=elJBlu8tioo=QfoSYf';4*Jflt€ldiJlif'F19~llGaWl~iGa=llJ*se;&r_=-============~~===== 2. 3. No special methodologies were used to conduct the assessment, except as noted in the report. Limiting conditions encountered during the assessment included parked vehicles obscuring portions of the parking lot. Interviews with the owner(s) and occupant(s) of the property and others familiar with current and past uses of the property. Personnel interviewed by EPI include the following: • Hector Fernandez, Safeway Inc., Assistant Manager, 2 years, regulatory and historical information. • Eric Chapman, City of Renton Fire Department, historical information. An evaluation of historical uses of the subject property and adjoining properties by reviewing the following historical sources: • Aerial photographs maintained by Walker and Associates in Tukwila, Washington. The photographs reviewed are dated 1936, 1946, 1960, 1974, 1980, 1985, 1990, 1995, and 1999. The photograph scales range from 1" = 800' to 1" = 2000'. • Property tax files obtained from the King County Assessor's Office EPI requested copies of Sanborn Fire Insurance Maps of the subject property and surrounding area from EDR. EDR personnel informed EPI that they have no coverage for the subject property. As a result, these maps were not available for review. 4. A review of federal and state regulatory records concerning the subject property and surrounding area. EPI utilized the services of Environmental Data Resources, Inc. (EDR) to compile a list of sites that are identified in various federal and state regulatory databases. EDR identified regulated sites that are either known or suspected of being located within a specific search area centered on the subject property. The databases searched by EDR, as well as the corresponding search distance for each database, are summarized in the EDR "Radius Map Report" (Attachment A). It should be noted that the EDR search distance for the RCRIS GEN and UST databases is reported as 0.25 miles. However, EPI has reviewed this information for the sites within 0.125 miles of the subject property that conforms more closely to the ASTM Practice E 1527-00 search distance for these databases. The information prescribed in the scope of ASTM Practice E 1527-00 has been included in this assessment with the following exception: ENVIRONMENTAL PARTNERS INC Page 3 i ' .. J ,- , Phase I ESA -Safeway Store No. 1468. Rer EPI Project Number: 082182.0 July 25. 2002 ashington The history of the property was not searched back to a date prior to development of the property, as prescribed in the scope of ASTM Practice E 1527-00, because records were not reasonably ascertainable for review. 1.5 Environmental Liens and Specialized Knowledge or Experience No environmental liens in regard to the subject property were reported by Mr. Hernandez Mr. Hernandez did not report any specialized knowledge or experience that is material to recognized environmental conditions in connection with the subject property. ENVIRONMENTAL PARTNERS INC Page 4 ( --- Phase I ESA -Safeway Store No. 1468, ReI. EPI Project Number: 082182.0 July 25, 2002 iashington 2.0 SUBJECT PROPERTY The subject property is located in a commercial and residential area of Renton, Washington (see Figure 1 -General Vicinity Map). The property is approximately 0.5 acres in size and is accessible from 4th Street Northeast and the remainder of the Safeway parking lot (see Figure 2 -Site Representation), According to the King County Assessor's office, the property is owned and occupied by Safeway. The tax assessor's parcel number for this property is 8805000030. Mr. David Mitchell of EPI performed the site visit on November 5, 2001. EPI was unaccompanied during the site visit. 2.1 Physical Setting Sources and Analysis 2.1.1 Topography and Surface Water Characteristics To evaluate the physical setting of the subject property, EPI used the United States Geological Survey (USGS) 7.5' Topographic Map known as the 'Renton, Washington Quadrangle map. A review of the map shows that the subject property slopes to the west. Storm water run-on to the subject property from adjoining properties was not evident at the time of the site visit. However, run-on is expected to flow on to the subject property from the east. No sources of storm water run-off from the subject property to adjoining properties were evident at the time of the site visit. Storm water run-off is expected to flow from the subject property to on-site storm drains and to the west. 2.1.2 Regional Geological Characterization Based on drilling conducted by EPI on November 12, 2001, the soil types generally consist of sand and silty sand typical of glaCial till. Several lenses of peaty silt and clay were also encountered. 2.1.3 Regional Ground Water Characterization Based on drilling conducted by EPI on November 12, 2001, the depth to ground water is greater than 21 feet below the ground surface, It is expected that shallow ground water flows to the west or southwest. 2.2 Current Uses of the Subject Property Based on visual observations during EPI's site visit, the subject property is currently used as a parking lot for the adjacent strip mall tenants to the east and for the Safeway store, 2.3 Site Improvements There are no buildings on the subject property, ENVIRONMENTAL PARTNERS INC Page 5 .. Phase I ESA • Safeway Siore No. 1468. ReI EPI Project Number: 082182.0 July 25. 2002 ashinglon 2.3.1 Exterior Features Exterior features present on the subject property include: • paved parking lots; ============~.~=s~tmDr~~ii~~aA~W~'R§~~=40~~~~~n~d~-=================================================== • landscaped areas. 2.3.2 Property Utilities According to Mr. Hernandez, the utilities present at the Safeway store include electricity, natural gas, public water, public sewer, and a natural gas-powered emergency generator that is used for back-up power. 2.3.3 Storm Water Drainage The storm drains on the subject property appear to discharge to the municipal storm sewer system. 2.3.4 Ground Water Monitoring or Supply Wells EPI did not find evidence of ground water monitoring wells or supply wells on the property during the site visit. 2.3.5 Stains or Corrosion EPI did not observe the presence of stains or corrosion except for several de minimis oil stains in the parking lot. 2.4 Hazardous Substances 2.4.1 Containers No unidentified containers were observed at the subject property. 2.4.2 Storage Tanks EPI did not find evidence of aboveground storage tanks (ASTs) at the subject property. EPI did not find evidence such as fill or vent pipes that would indicate the presence of underground storage tanks (USTs) at the subject property. 2.4.3 Spills or Releases Mr. Hernandez reported that they are not aware of any spills or releases of chemicals at the subject property. There was no evidence of hazardous substance staining or spillage at the subject property. ENVIRONMENTAL PARTNERS INC Page 6 • i ~ i ! i "'.~ Phase I ESA -Saleway Store No. 14GB. Rei EPI Projecl Number: 082182.0 July 25. 2002 !ashington 2.5 Sources of Air Emissions, Hazardous Waste or Wastewater There are no known sources of air emissions, hazardous waste or wastewater at the subject property. 2.6 Solid Waste Disposal No evidence of solid waste disposal onto the subject property was observed during the site visit. 2.7 PCBs EPI did not observe equipment at the subject property that might contain PCBs. 2.8 Other Environmental Conditions No known environmental problems associated with current or past use were reported or observed to be present. According to personnel interviewed by EPI, there are no known violations of environmental regulations at the subject property. There are no known permits related to water discharges or hazardous waste management, according to Mr. Hernandez. ENVIRONMENTAL PARTNERS INC Page 7 ".0" Phase I ESA· Safeway Store No. 1468, Rei EPI Project Number: 082182.0 July 25, 2002 Jashington 3.0 ADJOINING PROPERTY USES According to Mr. Hernandez, the adjoining properties are currently used for commercial and residential purposes. • Safeway Store 1468 is located adjacent to the northern border of the subject property. There is a strip mall attached to the west side of the store containing a Hair Masters, Super Cleaners, Queen Nails, Edward Jones, and a Cingular Wireless. Farther north of the Safeway is a complex of condominiums. • • A strip mall with a Schuck's Auto Parts, a Cigarette Store, and a Pizza Restaurant is located adjacent to the eastern border of the property. Farther east is a complex of condominiums. Northeast 4th Street is located adjacent to the southern border of the property. Across 4th Street is a Post Office, a vacant lot, and a residence. • A King County Water District No. 90 pump station is located adjacent to the western border of the subject property. This is a pressurelflow booster and the actual water well is off-site. Also to the west is a Hollywood Video store. Farther west is a Taco Time and a Texaco station. • To.the northwest is a shopping complex with a Party Universe, Factury 2-U, and Chubby and Tubby stores. • To the southwest, across Northeast 4th Street, is a Brown Bear car wash, a retail fueling station, and a tire store. ENVIRONMENTAL PARTNERS INC Page 8 Phase I ESA -Safeway Store No. 1468. ReI EPI Project NUmber: 082182.0 July 25. 2002 :ashington 4.0 HISTORICAL USE INFORMATION EPI did not observe evidence of historical uses of the subject property or adjoining properties during the site visit. ~=f.ev4ewed histor.ical=use=informatioA-=lo=assCS5wbether o.pr..ev.ioUS=lJSes-.of ibe s'lbject poopertyDf adjoining properties indicate recognized environmental conditions for the subject property. The results of EPI's historical research are presented in the Table 1 below. Table 1 Historical Uses of the Subject Property and Adjoining Properties 'YEArtOBsERVA-fI()NSiFINDINGS . ',; ~.' " 1936 Subject Property: Appears to be a vacant field (no trees); a portion of the Aerial Photograph property may be an agricultural field. 1946 Adjoining Properties: North: There appears to be a residence with an ancillary structure, likely a garage. East: There appears to be a vacant, partially cleared, field with a faint dirt road. South: There appears to be a road (modern day Northeast 4th Street) and then two residences, each with an ancillary structure. One of the residences may have a small orchard. Southwest: There is one residence with an ancillary structure, and a dirt road leading to the residence. West: Appears to be vacant (no trees or brush). At corner of modern day NE 4th Street and Union Ave, there is a building, which is probably residential, with two ancillary structures. Northwest: There appears to be a vacant lot (no trees), possibly an agricultural field/pasture. Subject Property: Similar to 1936 photograph. Adjoining Properties: North: There appear to be several additional buildings; a probable residence and two probable barns. A cleared area, possibly agricultural, is also visible. East: Similar to 1936 photograph, except that there appears to now be a residence east of the dirt road. South: Similar to 1936 photograph. Southwest: Similar to 1936 photograph, except dirt road appears to be in a different location. West: There appears to be a residence adjacent to the subject property. The residence in the 1936 photograph is still visible, and there appears to be an additional flat-roofed building near the building. Northwest: There appears to now be a small flat-roofed structure. ENVIRONMENTAL PARTNERS INC Aerial Photograph Page 9 , , Phase I ESA -Safeway Siore No. 1468, ReI EPI Project Nurroer: 082182.0 July 25, 2002 .ashington . YEAR .' OBSERVATU)NS/FINbINGS ... .... . . .. .. .... .·;:'SOURCE 1960 Subject Property: Similar to 1946 photograph Adjoining Properties: North: There appear to now be four residences with three garages. t:ast Area appears to be vacant, except Tor a Clrt roa~cnea(ling 10 'tne residences to the north of the subject property, South: Similar to 1946 photograph, except the possible orchard is not visible and one of the residences appears to have been removed. Southwest: Similar to 1946 photograph. West: There appear to be two residences with garages near the subject property. Farther west, at the modern day intersection of Northeast 4th Street and Union Ave, there is a building (very fuzzy in picture)-there is no parking area or canopy visible. Northwest: Vacant near the subject property. There appear to be 3 residences present farther to the northwest. ....•.. Aerial Photograph 1974 Subject Property: Similar to 1960 photograph, except that a dirt road Aerial Photograph 1980 appears to go through the property to the north. Adjoining Properties: North: Similar to 1960 photograph, except that there appears to be one larger residence with a garage farther north. East: Similar to 1960 photograph. South: There appear to be 2 residences with garages. Southwest: Appears to be vacant, except for a building with three large cylindrical above-ground tanks in the front located at the southeast corner of Union Ave. and Northeast 4th Street. West: There appear to be two residences with garages nearest the subject property. Farther west, at the northeast corner of Union Avenue and Northeast 4th Street there appears to be gas station with a canopy. Northwest: Near the subject property, it appears to be vacant, except for an apparent drainage ditch. The residences farther northwest are still present. Subject Property: Appears to be vacant with some brush. Adjoining Properties: North: Similar to 1974 photograph. East: Appears to be vacant next to the subject property. Farther east there appear to be several residences. South: Similar to 1974 photograph Southwest: Similar to 1974 photograph. West: The pump house adjacent to the subject property appears to be present. The two residences appear to still be present just west of the pump house. Gas station still present at the corner of Northeast 4th Street and Union Avenue, although the canopy appears to be oriented differently than in 1974 photograph. Northwest: Similar to 1974 photograph. ENVIRONMENTAL PARTNERS INC Aerial Photograph Page 10 Phase I ESA -Safeway Store No. 1468. Re. EPI Project Number: 082182.0 lashington July 25. 2002 . YEAR 1985 1990 . . . . OBSERVATIONS/FINDINGS ". Subject Property: Appears to be vacant with some brush. Adjoining Properties: North: Similar to 1980 photograph. 1:ast: Appears tooe\facant. South: Similar to 1980 photograph. Southwest: Similar to 1980 photograph, except that at present-day location of car wash there appears to be a partially constructed building. West: Pump house still present. Farther west there appears to now be a paved parking lot, a commercial building with a small canopy (restaurant?), and then the fueling station. Northwest: Large commercial building, which today contains Factory 2U, Chubby and Tubby, and Party Universe stores, is now present. Subject Property: Similar to 1985 photograph. Adjoining Properties: North: There now appear to be 3 residences with garages and one other flat-roofed building present. Farther north, there now appear to be condominiums built in location of the large residence first seen in the 1974 photograph. East: Appears to be a brushy,' vacant lot adjacent to the subject property. Farther east, there appear to be condominiums in the location of the present-day condominiums. South: Similar to 1985 photograph. Southwest: The car wash building appears to be complete. Farther west, the commercial building with the 3 cylindrical tanks is still present. South of this building, a commercial building similar in size and orientation to a modern-day tire store building is present. West: Similar to 1985 photograph. Northwest: Similar to 1985 photograph. Aerial Photograph Aerial Photograph 1995 Subject Property: There appears to be a paved parking lot, similar to the Aerial Photograph modern day parking lot. Adjoining Properties: North: Safeway Store # 1468 appears to have been built, along with the paved parking lot in front of the store. Condominiums are located to the north of the store. East: There is a bare clearing at the present day location of the Schuck's/Papa Murphy's building. Condominiums are located farther to the east. South: Similar to 1990 photograph. Lots appear to be overgrown with trees and brush. Southwest: Similar to 1990 photograph, except that the 3 cylindrical tanks at the southeast corner of Northeast 4th Street and Union Avenue appear to have been removed and replaced with a fueling canopy. West: Similar to 1990 photograph. Northwest: Similar to 1990 photograph. E N V I RON MEN TA L PAR T N E R SIN C Page 11 r Phase I ESA -Safeway Siore No. 146B. Re EPI Projecl Number. 082182.0 iashinglon July 25. 2002 1996 1999 . ' ' . Subject Property: Safeway Store building is completed. Subject Property: Similar to 1995 photograph and present day. "AOromm Llt::~. -- North: Similar to 1995 photograph and present day. East: The Schuck's/Papa Murphy's building appears to have been built. Condominiums are located further to the east. Similar to present day. South: Similar to 1995 photograph. Similar to present day, except that post office due south of the subject property is not present yet. Southwest: Similar to 1995 photograph and present day. West: Similar to 1995 photograph, except that the Video Only building has been built. Similar to present day. Northwest: Similar to 1995 photograph and present day. ENVIRONMENTAL PARTNERS INC SOURCE': . King County Assessor's Office. Aerial photograph Page 12 Phase I ESA· Safeway Store No. 146B. Rei EPI Project Number: 082182.0 July 25. 2002 'ashington 5.0 REGULATORY RECORDS INFORMATION 5.1 Review of Regulatory Agency Databases Regulatory agency database information about sites within specific search distances from the subject propertyJu>mvided in EDR's Radius Mal2 R~ort lAttachment A). The EDR Report provides detailed information about these sites and maps that show the location of the sites in relation to the subject property. EPI has reviewed EDR's location and distance information to ensure that it is accurate. While most of the facilities identified by EDR are mapped, it may not be possible for EDR to locate some facilities. These facilities are subsequently reported to EPI as "Orphan Sites". EPI has attempted to locate as many Orphan Sites as possible by reviewing available information about these sites. If there is not enough information to determine the location of an Orphan Site, it is identified below as a site that is located an unknown distance away from the subject property. The subject property did not appear on any of the federal or state regulatory databases reviewed by EPI for this assessment. A total of 12 separate addresses (regulated sites) within the applicable search distances appeared on at least one of the ASTM Standard databases in the EDR Report. None of these regulated sites appears to represent a recognized environmental. condition for the subject property for one or more of the following reasons: • Not listed on any databases as having a release to the environment. • Listed in a database of known or suspected contaminated sites, but given a "no further action" status. • Listed on the Leaking Underground Storaae Tank (LUST) database but no longer an active site. • Listed on the Comprehensive Environmental Response Compensation and Liability Information System (CERCLlS) database with a designation of No Further Remedial Action Planned (NFRAP). • Listed in a database of known or suspected contaminated sites, but the potential for adverse impacts may be reduced due to the distance and topographic relationship to the subject property. 5.2 Additional Regulatory Records Local Fire Department EPI contacted the City of Renton Fire Department for information about spills, USTs, and LUSTs at the subject property.· Mr. Eric Chapman of the City of Renton Fire Department stated that he was not aware of any spills of hazardous substances or USTs having occurred at the subject property. ENVIRONMENTAL PARTNERS INC Page 13 Phase I ESA· Safeway Siore No. 1468, Rei EPI Project Number: 082182.0 July 25, 2002 ,,, .... ·ashinglon 6.0 FINDINGS AND CONCLUSIONS EPI has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-00 of the subject property located at 4300 Northeast 4th Street in Renton, Washington. Any exceptions to, or deletions from, this practice are described in the . IbITBOD! 'C...IlOtLs~iQn of this report Thi~es~.nt has revealed no evidence of ~G9J)nized environmental conditions in connection with the property. ENVIRONMENTAL PARTNERS INC Page 14 SOURCE: USGS 7.5 MINUTE QUANDRANGlE E N V I R o N MEN T A L PROJ£CT 082182.0/082182.1 (TOPOGRAPHIC) .PA R T N E R S IN C PREPARED SAFEWAY INC. RENTON. WASHINGTON FOR tN 1983 FIGURE 1 LOCATION 4300 NORTHEAST 4TH STREET RENTON. WASHINGTON GENERAL VICINITY MAP SHffT DRAWN BY DATE SCALE: 1 :25.000 1 of 1 DKM 12/19/01 CONDC»IINIWS II11I111 SAFEWAY STORE 11468 III -I -1- APPROx. UMITS OF PROP0SED7, FUEl. ISLANDS SUB.ECT PROPERTY r----+~-...., ~ 01 ) == o V 0 ~ ~ ;. ;. ;. W.O. #90 hMHfE ~USTPIT ---_--1 "'-_____ ---...1 , N.E. 4 th ST CONrioI.IiNllJUs CClNDOIIINlUIIS -! PAPA lIURPHY'S ~ ClGARrrT£S CONDC»IINIU/,/S ~ 111') R£S1DENC£ tN NOT TO SCALE ENVIRONMENTAL 4.PARTNERS INC 10940 NE 33rd PLACE, STE. 110 BELLEVUE. WASHINGTON 98004 TEL. 425-889-4747 FAX 425-889-4755 FIGURE 2. SITE REPRESENTATION PRO,£CT 082182.0 RENTON SAFEWAY 1468 1-....:'-+-...:..II/1l...:,."-+-_ElCI'lNIA __ lION ______ --I PR£PARE1J FOR SAFEWAY. INC. 1---+_-4 ________________ ~L~mw 4300 NORTHEAST 4TH SlREET RENTON. WASHINGTON SHEET DRA""" BY RE"WE"IIQ) BY DATE: ORA""" DA7C 1 of 1 DKI.l TCIA 12/19/{)1 r - Attachment A The EDR Radius Map with GeoCheck® Safeway #1468 4300 NE 4th Street Renton, W A 98059 Inquiry Number: 692137.18 October 15, 2001 ®: Environmental : Data : Resources, Inc. The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com FORM-CUR TABLE"OF CONTENTS SECTION PAGE Executive Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ES1 --.. ~ Overview Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 Detail Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 Map Findings Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 Map Findings_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 Orphan Summary ________________________________________________________ . 20 Government Records Searched/Data Currency Tracking_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A-1 Physical Setting Source Summary ______________ -' ____________________________ . A-2 Physical Setting Source Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A-7 Physical Setting Source Map Findings_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A-8 .~ Physical Setting Source Records Searched ____________________________________ . A-12 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer Copyright and Trademark Notice This report contains information obtained from a variety of public and other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL EDR BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. Entire contents copyright 2001 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and the edr logos are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TC692137.1s Page 1 ~~ ________________ EX_E_C_U_T_IV_E __ S_U_M_M_A_R_Y ________________ ~'I A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR). The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom ~======distaflees feqtlestcd b¥=tbe=tlser_ TARGET PROPERTY INFORMATION ADDRESS 4300 NE 4TH STREET RENTON, WA 98059 COORDINATES Latitude (North): 47.488900 -41' 29' 20.0" Longitude (West): 122.161500 -1220 9' 41.4" Universal Tranverse Mercator: Zone 10 UTM X (Meters): 563165.4 UTM Y (Meters): 5259618.0 USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property: Source: TARGET PROPERTY SEARCH RESULTS 2447122-02 RENTON, WA USGS 7.5 min quad index The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ( "reasonably ascertainable ") government records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases: FEDERAL ASTM STANDARD NPL __________________________ National Priority List Proposed NPL ______________ Proposed National Priority List Sites CERCUS ____________________ . Comprehensive Environmental Response, Compensation, and Liability Information _ System CORRACTS _________________ . Corrective Action Report RCRIS-TSD __________________ Resource Conservation and Recovery Information System RCRIS-LQG __________________ Resource Conservation and Recovery Information System ERNS ________________________ Emergency Response Notification System STATE ASTM STANDARD HSL _________________________ Hazardous Sites List SWF/LF ______________________ Solid Waste Facility Database FEDERAL ASTM SUPPLEMENTAL CONSENT ____________________ Superfund (CERCLA) Consent Decrees TC692137.1s EXECUTIVE SUMMARY 1 J ... I , ~~ ____ ~~~~~_ •. _;E_X~E_C_U_T_IV_E_S_U_M __ M_A_R_Y ______ ~ ________ ~tl ROo _________________________ . Records Of Decision Delisted NPL _______________ . National Priority List Deletions HMIRS _______________________ Hazardous Materials Information Reporting System MLTS ________________________ Material Licensing Tracking System MINES _______________________ Mines Master Index File NPlliens ___________________ Feeleral Su~elfl;j!lELUens PAoS ________________________ PCB Activity Database System RAATS _______________________ RCRA Administrative Action Tracking System TRIS _________________________ Toxic Chemical Release Inventory System TSCA.. _______________________ Toxic Substances Control Act FTTS _________________________ FIFRAI TSCA Tracking System -FIFRA (Federal Insecticide, Fungicide, & . Rodenticide Act)rrSCA (Toxic Substances Control Act) STATE OR LOCAL ASTM SUPPLEMENTAL CSCSL NFA.. ________________ . Confirmed & Contaminated Sites -No Further Action EML ________________________ Washington Emissions Data System EDR PROPRIETARY DATABASES Coal Gas _____________________ Former Manufactured Gas (Coal Gas) Sites SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified_ Elevations have been determined from the USGS 1 degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified_ EDR's definition of a site with an elevation equal to the target property includes a tolerance of +/-10 feet. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property (by more than 10 feet). Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. FEDERAL ASTM STANDARD CERCLIS-NFRAP: As of February 1995. CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund Action or NPL consideration. EPA has removed approximately 25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites. A review of the CERC-NFRAP list, as provided by EDR and dated 05/14/2001 has revealed that there is 1 CERC-NFRAP site within approximately 1.125 miles of the target property. Lower Elevation Address Oist / Dir Map 10 Page KING CNTY SOLID WASTE D/V RENT 3021 NE 4TH ST 112 -1 W C16 17 TC692137.1s EXECUTIVE SUMMARY 2 ~~ ________________ E_X_EC_U_T_I_V_E_S~U~M_M_A_R_Y ________________ ~'I RCRIS: The Resource Conservation and Recovery Act database includes selected information on sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. The source of this database is the U.S. EPA. A review of the RCRIS-SQG list, as provided by EDR, and dated 06/21/2000 has revealed that there are ~======-4ib-OO=Rf~R;¢I~~·~· QGdJ. ~·~-sites-witAif\=appr{))(-imatelytl-.25ffliles of---tAe Uirgetpr.opert¥= Equal/Higher Elevation Address Dist I Dir MaplD --------------------------- BARTELLS45 4700 4TH ST 0-118 SW A1 HIGHLAND EAST AUTO PARTS 4616 NE 4TH ST 0-118 WSWA4 TEXACO 632321449 4102 NE 4TH ST 0-118 WSWB5 BP SERVICE STATION 11070 4105 NE 4TH ST 0-118 WSWB10 STATE ASTM STANDARD CSCSL: The State Hazardous Waste Sites records are the states' equivalent to CERCLIS. These sites mayor may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Ecology's Confirmed & Suspected Contaminated Sites List. A review of the CSCSL list, as provided by EDR, has revealed that there are 4 CSCSL sites within approximately 1.125 miles of the target property. Equal/Higher Elevation Address Dist I Dir Map ID ------------- WILLIAMS PROPERTY 550 UNION AV NE 1/8 -1/4NW 13 Lower Elevation Address Dist I Dir Map ID --------------- GULL 205 3800 NE FOURTH 114 -112W 15 RENTON HIGHLANDS LANDFILL NE 3RD ST I NE 4TH ST 1/2 -1 W C17 RENTON HIGHLANDS 2880 NE 3RD ST 1/2 -1 W 18 LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Ecology's Leaking Underground Storage Tanks Site List. A review of the LUST list, as provided by EDR, and dated 09/13/2001 has revealed that there are 4 LUST sites within approximately 0.625 miles of the target property. Equal/Higher Elevation Address Dist I Dir Map ID ----------- TEXACO STATION #63-232-1449 4102 NE 4TH ST 0-118 WSWB9 MCCANN ENTERPRISES, INC. 13029 136TH AVE SE 118 -114ESE 12 Lower Elevation Address Dist I Dir Map ID ---------------------------- UNOCAL5928 3933 NE 4TH ST. 118 -114W 14 GULL 205 3800 NE FOURTH 114 -112W 15 Page 5 6 6 10 Page 12 Page 14 17 18 Page 9 11 Page 13 14 TCS92137.1s EXECUTIVE SUMMARY 3 ~~ ______ ~ ________ E_X_E_C_U_T_IV_E __ SU_M __ M_A_R_Y ________________ ~'I UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of Ecology's Statewide UST Site/Tank Report. A review of the UST list, as provided by EDR, and dated 09/13/2001 has revealed that there are 5 UST "==sites-wfthin aPPioxiliialely e.25 !,.iles of tlle1thiJsl piopelly. Equal/Higher Elevation Address SHORT STOP MINI MART TOSCO 11070-30133 TEXACO STATION #63-232-1449 MCCANN ENTERPRISES, INC. Lower Elevation UNOCAL 5928 FEDERAL ASTM SUPPLEMENTAL 4615 NE 4TH ST 4105 NE 4TH ST 4102 NE 4TH ST 13029 136TH A VE SE Address 3933 NE 4TH ST. Dist I Dir Map ID ---- 0-1/8 WSWA3 0-1/8 WSWB6 0-1/8 WSWB9 1/8 -1/4ESE 12 Dist I Dir Map ID ------ 1/8 -1/4W 14 FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS: Permit Compliance System (PCS): Aerometric Information Retrieval System (AIRS): FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTIS [FIFRAITSCA Tracking System]: CERCLlS: DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes): Federal Underground Injection Control (FURS): Federal Reporting Data System (FRDS): Surface Impoundments (SIA): TSCA Chemicals in Commerce Information System (CICS): PADS: RCRA-J (medical waste transporters/disposers): TRIS: and TSCA. The source of this database is the U.S. EPA/NTIS. A review of the FINDS list, as provided by EDR, and dated 07/13/2001 has revealed that there are 5 FINDS sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Dist I Dir Map ID ------ BARTELLS45 4700 4TH ST 0-1/8 SW A1 BARTELLS 45 4700 NE 4TH ST 0-1/8 SW A2 HIGHLAND EAST AUTO PARTS 4616 NE 4TH ST 0-1/8 WSWA4 TEXACO 632321449 4102 NE 4TH ST 0-1/8 WSWB5 BP SERVICE STA TlON 11070 4105 NE 4TH ST 0-1/8 WSWB10 STATE OR LOCAL ASTM SUPPLEMENTAL ICR: These are remedial action reports Ecology has received from either the owner or operator of the site. Page 5 7 9 11 Page 13 Page 5 5 6 6 10 These actions have been conducted without department oversight or approval and are not under an order or decree. A review of the WA ICR list, as provided by EDR, has revealed that there are 3 WA ICR sites within approximately 0.125 miles of the target property. Equal/Higher Elevation TEXACO #1449 TEXACO #1449 TOSCO #11070 Address 4102 NE 4TH 4102 NE 4TH 4105 NE 4TH ST. Dist I Dir Map ID Page 0-1/8 WSW B7 0-1/8 WSW B8 0-1/8 WSW B11 8 9 11 TC692137.1s EXECUTIVE SUMMARY 4 ~~ ________________ E_X_E_C_U_T_1V_E_S_U_M_M __ A_R_Y ________________ ~'1 Due to poor or inadequate address information, the following sites were not mapped: Site Name KING CNTY WATER TANK 580 RESERV . JlY.A DQT BRJO.GE 9...~ Oatabase(s) RCRIS-SQG, FINDS RCRIS-SQG, FINDS TC692137.1s EXECUTIVE SUMMARY 5 OVERVIEW MAP -692137.1s -EnvironmentaP~artners ~ Target Property ... Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property -... Coal Gasification Sites (if requested) r:1 National Priority Ust Sites ;] LandfHI Sites I TARGET PROPERTY: Safeway #1468 4300 NE 4th Street Renton WA 98059 47.4889 J 122.1615 ADDRESS: CITY/STATElZIP: I LAT/LONG: lol N ~ 1'/// [Z] EJ ,',,".' 0 112 I Power transmission lines Oil & Gas pipelines 100-year flood zone SOO-year flood zone Wetlands CUSTOMER: CONTACT: INQUIRY#: DATE: '" at ----l .... :::I: Environmental Partners David Mitchell 692137.15 October 15, 2001 8:00 pm 2 unes I ~ DETAIL MAP -692137.1s -Environmental Pp'1ners ~ ........ ~ .... ~ .................... ~ .... ----.... ~ ............ --............ ~ .... ~ t '" z !5;' .. '" 12 L~TH ST ~ !!;! ~ '" :E 0 NE 6TH ST ~ ~ o z SE 124TH Sf 4 .=--~-=---=--=--=-=-=-~~F=,~~==~~===-=--=--=-==--=-~~=-~-=-==--~===-==-==-=-=-~=--~~=-==-=~~====~~======_= __ ~_= __ = __ ~===== I I NE4 ST 14 r ,< Target Property ... Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property . A Coal Gasification Sites (if requested) * Sensitive Receptors ;J National Priority Ust Sites LJ Landfill Sites I TARGET PROPERTY: ADDRESS: CITY/STATElZIP: I LAT/LONG: Safeway #1468 4300 NE 4th Street Renton WA 98059 47.4889/122.1615 Power transmission lines Oil & Gas pipelines 1 DO-year flood zone SOD-year flood zone 1M6 CUSTOMER: CONTACT: INQUIRY#: DATE: NE5THST SE 12BTH ST 111 Environmental Partners David Mitchell 692137.15 liE 12BTHST' October 15, 2001 8:00 pm ~ MAP FINDINGS SUMMARY 'I Search Target Distance Total Database Property (Miles) < 1/8 1/8 -1/4 1/4 -1/2 1/2 -1 > 1 Plotted FEDERJU:J!;S I M STAI"lDARD NPL 1.125 0 0 0 0 0 0 Proposed NPL TP NR NR NR NR NR 0 CERCLIS 1.125 0 0 0 0 0 0 CERC-NFRAP 1.125 0 0 0 1 0 1 CORRACTS 1.125 0 0 0 0 0 0 RCRIS-TSD 1.125 0 0 0 0 0 0 RCRIS Lg. Quan. Gen. 0.250 0 0 NR NR NR 0 RCRIS Sm. Quan. Gen. 0.250 4 0 NR NR NR 4 ERNS TP NR NR NR NR NR 0 STATE ASTM STANDARD CSCSL 1.125 0 1 1 2 0 4 HSL 0.125 0 NR NR NR NR 0 State Landfill 0.625 0 0 0 0 NR 0 LUST 0.625 1 2 1 0 NR 4 UST 0.250 3 2 NR NR NR 5 FEDERAL ASTM SUPPLEMENTAL CONSENT 1.125 0 0 0 0 0 0 ROD 1.125 0 0 0 0 0 0 Delisted NPL TP NR NR NR NR NR 0 FINDS 0.250 5 0 NR NR NR 5 HMIRS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 MINES TP NR NR NR NR NR 0 NPL Liens TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTIS TP NR NR NR NR NR 0 STATE OR LOCAL ASTM SUPPLEMENTAL WAICR 0.125 3 NR NR NR NR 3 CSCSL NFA TP NR NR NR NR NR 0 WA Emissions TP NR NR NR NR NR 0 EDR PROPRIETARY DATABASES Coal Gas 1.125 0 0 0 0 0 0 AQUIFLOW -see EDR Physical Setting Source Addendum TP = Target Property NR = Not Requested at this Search Distance * Sites may be listed in more than one database TC692137.1s Page 4 MaplD Direction Distance Distance (ft.) Elevation Site U MAP FINDINGS ~------------------~ EDR ID Number Database(s) EPA ID Number Coal Gas Site Search: No site was found in a search of Real Property Scan's ENVIROHAZ database. Ai SW < 1/8 306 Higher A2 SW < 1/8 306 Higher A3 WSW < 1/8 351 Higher BARTEIl-S 45 4700 4TH ST RENTON, WA 98059 Site 1 of 4 in cluster A RCRIS: Owner: George Bartell (206) 763-2626 Contact: RANDY STARKEL (425) 793-1605 Record Date: 04/01/1999 Classification: Small Quantity Generator Used Oil Recyc: No Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Facility Registry System (FRS) Resource Conservation and Recovery Act Information system (RCRAINFO) BARTELLS45 4700 NE 4TH ST RENTON, WA 98059 Site 2 of 4 in cluster A SHORT STOP MINI MART 4615 NE 4TH ST RENTON, WA 98056 Site 3 of 4 in cluster A UST: Facility ID: 100789 Install Date: 1/1/19750:00 Capacity: 10,000 TO 19,999 GALLONS Status: OPERATIONAL Tank Name: 5 Tank Material: STEEL Substance: DIESEL Compartment #: 1 Ecology Region: North Western Facility ID: 100789 Install Date: 1/1/1985 0:00 Capacity: 5,000 TO 9,999 GALLONS Status: OPERATIONAL Tank Name: 1 Tank Material: STEEL Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western RCR1S;SOC;--1ll0"lOOUSl5- FINDS WAH000007997 FINDS 1003436067 000009025078 UST U003024955 N/A TC692137.1s Page 5 Map 10 Direction Distance II MAP FINDINGS ~~------~------------~ Distance (ft.) Elevation Site A4 WSW < 1/8 351 Higher B5 WSW < 1/8 651 Higher -------------------------------------------------- SHORT STOP MINI MART (Continued) Facility 10: 100789 dDsta" Pate" 1I1illl15 0:-00 Capacity: 5,000 TO 9,999 GALLONS Status: OPERATIONAL Tank Name: 2 Tank Material: STEEL Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Westem Facility 10: 100789 Install Date: 1/1/19750:00 Capacity: 5,000 TO 9,999 GALLONS Status: OPERATIONAL Tank Name: 3 Tank Material: STEEL Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Westem Facility 10: 100789 Install Date: 1/1/19750:00 Capacity: 5,000 TO 9,999 GALLONS Status: OPERATIONAL Tank Name: 4 Tank Material: STEEL Substance: UNLEADED GASOLINE Compartment #: Ecology Region: North Westem HIGHLAND EAST AUTO PARTS 4616 NE 4TH ST RENTON, WA 98059 Site 4 of 4 in cluster A RCRIS: Owner: HIGHLAND EAST AUTO PARTS Contact: BYRON FRAZIER (425) 228-6364 Record Date: 12/31/1998 Classification: Conditionally Exempt Small Quantity Generator Used Oil Recyc: No Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Facility Registry System (FRS) Resource Conservation and Recovery Act Information system (RCRAINFO) TEXACO 632321449 4102 NE 4TH ST RENTON, WA 98055 Site 1 of 7 in cluster B EDR 10 Number Database(s) EPA 10 Number U003024955 RCRIS-SQG 1001491407 FINDS WA0000627661 RCRIS-SQG 1000660715 FINDS WAD988504023 TC692137.1s Page 6 .~-.; Map 10 Direction Distance Distance (ft.) U~ ____________ M_A_P_F_IN_D_I_N_G_S ____________ ~ Elevation Site TEXACO 632321449 (Continued) RCRIS: Owner: EQUILON ENTERPRISES LLC (713f241-2258 . Contact: ROBIN LANE (425) 827-0761 Record Date: 12131/1998 Classification: Not reported Used Oil Recyc: No Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Facility Registry System (FRS) Resource Conservation and Recovery Act Information system (RCRAINFO) B6 TOSCO 11070-30133 WSW 4105 NE 4TH ST < 1/8 RENTON, WA 98059 651 Higher Site 2 of 7 in cluster B UST: Facility 10: 10161 Install Date: 1/1/1971 0:00 Capacity: Not reported Status: REMOVED Tank Name: 2 Tank Material: Steel-Unprotected Substance: LEADED GASOLINE Compartment #: 1 Ecology Region: North Western Facility 10: 10161 Install Date: 1/1/1971 0:00 Capacity: Not reported Status: REMOVED Tank Name: Tank Material: Steel-Unprotected Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western Facility 10: 10161 Install Date: 1/1/1971 0:00 Capacity: Not reported Status: REMOVED Tank Name: 3 Tank Material: Steel-Unprotected Substance: UNLEADED GASOLINE Compartment #: Ecology Region: North Western EDR 10 Number Database(s) EPA 10 Number 1000660715 UST U000801890 N/A TC692137.1s Page 7 Map 10 Direction Distance Distance (ft.) U MAP FINDINGS ~----~--------------~ Elevation Site B7 WSW < 1/8 651 Higher TOSCO 11070·30133 (Continued) Facility 10: IllstaUDate· Capacity: Status: Tank Name: 10161 =611/1994 g·GG Not reported OPERATIONAL 6 Tank Material: Fiberglass Reinforced Plastic Substance: Leaded Gasoline Compartment #: 1 Ecology Region: North Western Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: Facility 10: Install Date: Capacity: Status: Tank Name: 10161 12/31/19640:00 111 to 1,100 Gallons REMOVED 5 Steel-Unprotected HEATING FUEL 1 North Western 10161 6/1/19940:00 Not reported OPERATIONAL 7 Fiberglass Reinforced Plastic Unleaded Gasoline 1 North Western 10161 6/1/19940:00 Not reported OPERATIONAL 8 Fiberglass Reinforced Plastic Unleaded Gasoline 1 North Western 10161 1/1/1971 0:00 111 to 1,100 Gallons REMOVED 4 Tank Material: Steel-Unprotected Substance: USED OILIWASTE OIL Compartment #: 1 Ecology Region: North Western TEXACO #1449 4102 NE 4TH RENTON, WA 98054 Site 3 of 7 in cluster B WA ICR: Date Ecology Received Report: 10/2211993 EOR 10 Number Database(s) EPA ID Number U000801890 WA ICR S103509936 N/A TC692137.1s Page 8 Map 10 Direction Distance Distance (ft.) u MAP FINDINGS Elevation Site B8 WSW < 1/8 651 Higher B9 WSW < 1/8 651 Higher TEXACO #1449 (Continued) Contaminants Found at Site: Media Contaminated: Caase 0/ COlnattIHlalioil. Region: Type of Report Ecology Received: Site Register Issue: County Code: Contact: Report Tille: TEXACO #1449 4102 NE4TH NEWCASTLE, WA 98059 Site 4 of 7 in cluster B WAICR: Date Ecology Received Report: Contaminants Found at Site: Media Contaminated: Cause of Contamination: Region: Type of Report Ecology Received: Site Register Issue: County Code: Contact: Report 11l1e: TEXACO 5TATION #63-232-1449 4102 NE 4TH 5T RENTON, WA 98033 Site 5 of 7 in cluster B LUST: Facility ID: 4445 Release 10: 4797 Petroleum products Soil North Western Interim deanup report 93-13 17 Not reported Not reported 02/07/1994 Petroleum products Soil Tank North Western Final cleanup report 93-21 17 Not reported Not reported Ecology Region: Release Date: Release Status: CLEANUP STARTED Status Date: Alternate Name: TEXACO STATION # 1449 Affected Media: SOIL Facility ID: 4445 Ecology Region: Release 10: 4797 Release Date: Release Status: REPORTED CLEANED UP Status Date: Alternate Name: TEXACO STATION # 1449 Affected Media: SOIL UST: Facility ID: 4445 Install Date: 1/1/19830:00 Capacity: 10,000 TO 19,999 GALLONS Status: OPERATIONAL Tank Name: 4 Tank Material: Fiberglass Reinforced Plastic Substance: DIESEL Compartment #: Ecology Region: North Western North Western 06/21/1993 06/21/1993 North Western 06/21/1993 06/01/1995 EDR 10 Number Database(s) EPA ID Number 5103509936 WA ICR 5104873130 N/A U5T LUST U003026980 N/A TC692137.1s Page 9 Map 10 Direction Distance Distance (ft.) U'-_____ M_A_P_""_FI_N_D_IN_G_S _____ -' Elevation Site B10 WSW < 1/8 651 Higher TEXACO STATION #63-232-1449 (Continued) Facility 10: 4445 IIiSlall Bate. 11 IJ 19836:00 Capacity: Status: 10,000 TO 19,999 GALLONS OPERATIONAL Tank Name: Tank Material: Substance: Fiberglass Reinforced Plastic LEADED GASOLINE Compartment #: Ecology Region: North Western Facility 10: Install Date: 4445 1/1/1983 0:00 Capacity: Status: 10,000 TO 19,999 GALLONS OPERATIONAL Tank Name: 2 Tank Material: Fiberglass Reinforced Plastic Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western Facility 10: Install Date: 4445 1/1/1983 0:00 Capacity: Status: 10,000 TO 19,999 GALLONS OPERATIONAL Tank Name: 3 Tank Material: Substance: Fiberglass Reinforced Plastic UNLEADED GASOLINE Compartment #: Ecology Region: North Western BP SERVICE STATION 11070 4105 NE 4TH ST RENTON, WA 98056 Site 6 of 7 in cluster B RCRIS: Owner: TOSCO MARKETING COMPANY (602) 728-5000 Contact: TOM DUMONT (510) 277-2319 Record Date: 12/31/1998 Classification: Not reported Used Oil Recyc: No Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Facility Registry System (FRS) Resource Conservation and Recovery Act Information system (RCRAINFO) WA NFA: FacilitylSite Id : Ecology Status : Independent Status Code: WARM Bin Number: 47917271 Independent Remedial Action Final Independant RA Report received Not reported EDR ID Number Database(s) EPA 10 Number RCRIS-SQG FINDS CSCSL NFA U003026980 1000659063 WAD988487286 Ta392137.1s Page 10 Map 10 Direction Distance Distance (ft.) U MAP FINDINGS ~------------------~ Elevation Site B11 WSW < 1/8 651 Higher 12 ESE 1/8-1/4 924 Higher BP SERVICE STATION 11070 (Continued) NFA Code: NFA Date: TOSCO #11070 4105 NE 4TH ST. NEWCASTLE, WA 98059 Site 7 of 7 in cluster B WAICR: Date Ecology Received Report: Contaminants Found at Site: Media Contaminated: Cause of Contamination: Region: Type of Report Ecology Received: Site Register Issue: County Code: Contact: Report Title: Date Ecology Received Report: Contaminants Found at Site: Media Contaminated: Cause of Contamination: Region: Type of Report Ecology Received: Site Register Issue: County Code: Contact: Report Title: Date Ecology Received Report: Contaminants Found at Site: Media Contaminated: Cause of Contamination: Region: Type of Report Ecology Received: Site Register Issue: County Code: Contact: Report Title: MCCANN ENTERPRISES, INC. 13029 136TH AVE SE RENTON, WA 98059 LUST: Facility 10: Release 10: 5896 364807 NFA after Assesment IRAP or VCP 01/2211998 00:00:00 10/31/1997 Petroleum products Soil Tank North Western Interim cleanup report 95-17 17 Not reported Not reported 01/05/1999 Petroleum products Soil Tank North Western Interim cleanup report 98-15 17 Not reported Not reported 07/11/1994 Petroleum products Soil Tank North Western Interim cleanup report 93-30 17 Not reported Not reported Ecology Region: Release Date: Release Status: Alternate Name: Affected Media: CLEANUP STARTED MCCANN TRUCKING SOIL Status Date: North Western 08/14/1995 08/14/1995 EDR 10 Number Database(s) EPA 10 Number 1000659063 WA ICR 5104873006 NIA UST U003027550 LUST NIA TC692137.1s Page 11 Map 10 Direction Distance Distance (ft.) U MAP FINDINGS ~--~----------~----~ Elevation Site 13 NW 1/8-1/4 1081 Higher MCCANN ENTERPRISES, INC. (Continued) Facility 10: Release IEl. Release Status: Alternate Name: Affected Media: UST: 5896 364867 REPORTED CLEANED UP MCCANN TRUCKING SOIL Facility 10: 5896 Install Date: 12/31/19640:00 Capacity: Not reported Status: REMOVED Tank Name: 1 Tank Material: Not reported Substance: Not reported Compartment #: 1 Ecology Region: North Western Facility 10: Install Date: Capacity: Status: Tank Name: 5896 1/1/1984 0:00 Not reported REMOVED 1 Tank Material: Steel-Unprotected Substance: Not reported Compartment #: 1 Ecology Region: North Western Facility 10: Install Date: Capacity: Status: Tank Name: 5896 12/31/19640:00 Not reported REMOVED 2 Tank Material: Steel-Unprotected Substance: Not reported Compartment #: 1 Ecology Region: North Western WILLIAMS PROPERTY 550 UNION AV NE RENTON, WA 98059 SHWS: Facility 10: 36332127 Responsible Unit: NW Latitude: 47 29 29 Longitude: 122950 Ecology Region: Release Date. Status Date: Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) North Western 09/1411995 11/29/1995 Independent Site Status -those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Ground Water EDR 10 Number Database(s) EPA 10 Number U003027550 CSCSL S104320402 N/A Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) TC692137.1s Page 12 Map 10 Direction Distance Distance (ft.) Elevation Site II MAP FINDINGS ~~--------------------~ WILLIAMS PROPERTY (Continued) Base/Neutral/Acid Organics: Not reported Not reported 4 Halogenated Organic Compounds: -====t101Izol,iai Coiiecuoll ivietllod:-n EPA Priority Pollutants -Metals and Cyanide: Metals -other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 36332127 Responsible Unit: NW Latitude: 47 29 29 Longitude: 122950 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status -those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil EDR 10 Number Database(s) EPA 10 Number S104320402 Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum 14 West 1/8-1/4 1208 Lower contamination) Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: UNOCAL 5928 3933 NE 4TH ST. RENTON, WA 98056 Not reported Not reported 4 Suspected to be present Suspected to be present Not reported Not reported Confinmed above MTCA cleanup levels Not reported Suspected to be present Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported UST LUST U001125474 N/A TC692137.1s Page 13 Map 10 Direction Distance Distance (ft.) u MAP FINDINGS Elevation Site UNOCAL 5928 (Continued) LUST: Facility 10: 8482 Ecology Region: Release 10: 1862 Release Date: Release Status: CLEANUP STARTED Status Date: Alternate Name: UNOCAL STATION # 5928 Affected Media: SOIL Facility 10: 8482 Ecology Region: Release 10: 1862 Release Date: Release Status: REPORTED CLEANED UP Status Date: Alternate Name: UNOCAL STATION # 5928 Affected Media: SOIL UST: Facility 10: 8482 Install Date: 12/31/1964 0:00 Capacity: Not reported . Status: REMOVED Tank Name: 2 Tank Material: Steel-Unprotected Substance: LEADED GASOLINE Compartment #: Ecology Region: North Western Facility 10: 8482 Install Date: 12/31/19640:00 Capacity: Not reported Status: REMOVED Tank Name: Tank Material: Steel-Unprotected Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western Facility 10: 8482 Install Date: 12/31/1964 0:00 Capacity: 111 to 1,100 Gallons Status: REMOVED Tank Name: 4 Tank Material: Steel-Unprotected Substance: USED OIUWASTE OIL Compartment #: Ecology Region: North Western 15 GULL 205 West 3800 NE FOURTH 1/4-1/2 RENTON, WA 98056 1654 Lower SHWS: Facility 10: 61614156 Responsible Unit: NW Latitude: 472918 Longitude: 122 108 Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action North Western 06/28/1990 06/28/1990 North Western 06/28/1990 06/01/1995 Independent Site Status -those sites undergoing an independent cleanup: Not reported EDR 10 Number Database(s) EPA 10 Number U001125474 UST U003152715 CSCSL N/A LUST TC692137.1s Page 14 . j Map 10 Direction Distance Distance (ft.) Elevation Site U~ __________ M_A_P_F_IN_D_IN_G_S __________ ~I EOR 10 Number Oatabase(s) EPA 10 Number GULL 205 (Continued) U003152715 WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported ATiecte'd"Ml:lma: Gr ounttwater Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 61614156 Responsible Unit: NW Latitude: 4729 18 Longitude: 122 108 Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contam ination) Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported TC692137.1s Page 15 Map 10 Direction Distance Distance (ft.) Elevation Site II MAP FINDINGS 4~ __________ ~ ____ ~~ GULL 205 (Continued) LUST: Eacilitl' to· Release 10: Release Status: Alternate Name: Affected Media: Facility 10: Release 10: Release Status: Alternate Name: Affected Media: Facility 10: Release 10: Release Status: Alternate Name: Affected Media: Facility 10: Release 10: Release Status: Alternate Name: Affected Media: UST: Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: Facility 10: Install Date: Capacity: Status: Tank Name: Tank Material: Substance: Compartment #: Ecology Region: 7667 2260 CLEANUP STARTED GULL 205 GROUND WATER 7667 2260 REPORTED CLEANED UP GULL 205 GROUND WATER 7667 2260 CLEANUP STARTED GULL 205 SOIL 7667 2260 REPORTED CLEANED UP GULL 205 SOIL 7667 12/31/19640:00 Not reported REMOVED 2 Steel-Unprotected LEADED GASOLINE 1 North Western 7667 12/31/19640:00 Not reported REMOVED Steel-U nprotected UNLEADED GASOLINE North Western 7667 12/31/19640:00 Not reported REMOVED 4 Steel-Unprotected UNLEADED GASOLINE North Western Ecolo9l' Region' Release Date: Status Date: Ecology Region: Release Date: Status Date: Ecology Region: Release Date: Status Date: Ecology Region: Release Date: Status Date: North Westflm 10/19/1990 06/01/1995 North Western 10/19/1990 1211412000 North Western 10/19/1990 06/01/1995 North Western 10/19/1990 1211412000 EDR 10 Number Database(s) EPA 10 Number U003152715 TC692137.1s Page 16 MaplD Direction Distance Distance (fl.) Elevation Site U MAP FINDINGS ~----------------------~ C16 West 1/2-1 KING CNTY SOLID WASTE DIV RENTON TRAN 3021 NE 4TH ST RENTON, WA 98056 3951 Lower Site 1 of 2 in cluster C CERCLIS-NFRAP Classification Data: EDR ID Number Database(s) EPA ID Number RCRIS-SQG 1000838092 FINDS WAD980639314 CERC-NFRAP Site Incident Category: Not reported Federal Facility: Not a Federal Facility C17 West 1/2-1 3998 Lower Non NPL Code: NFRAP Ownership Status: Other CERCLIS-NFRAP Assessment History: Assessment: DISCOVERY Assessment: PRELIMINARY ASSESSMENT Assessment: SITE INSPECTION CERCLIS-NFRAP Alias Name(s): COUPEVILLE LDLF RCRIS: Owner: KING COUNTY SOLID WASTE DIVISION (206) 296-4419 Contact: KEVIN KIERNAN (206) 296-4419 Record Date: 12/31/1998 Classification: Not reported Used Oil Recyc: No Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Facility Registry System (FRS) NPL Status: Completed: Completed: Completed: Resource Conservation and Recovery Act Information system (RCRAINFO) RENTON HIGHLANDS LANDFILL NE 3RD ST 1 NE 4TH ST RENTON, WA 98056 Site 2 of 2 in cluster C SHWS: Facility ID: 2128 Responsible Unit: NW Latitude: 47 29 11 Longitude: 122 1051 Ecology Site Status relative to the MTCA cleanup process: Awaiting Site Hazard Assessment (SHA) Independent Site Status -those sites undergoing an independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Soil Not on the NPL 06/01/1981 08/19/1985 09/1711987 CSCSL S102258295 N/A Media Status: S (Suspected) -Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base/Neutral! Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Not reported Not reported 4 Not reported Not reported Not reported TC692137.1 s Page 17 MaplD Direction Distance Distance (ft.) U MAP FINDINGS ~~--------~------~ EDR 10 Number Elevation Site Database(s) EPA 10 Number 18 West 1/2-1 4700 Lower RENTON HIGHLANDS LANDFILL (Continued) Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: RENTON HIGHLANDS 2880 NE 3RD 5T RENTON, WA 98056 SHWS: Facility 10: 97722694 Responsible Unit: NW Latitude: 4729 13 Longitude: 1221049 Not reported Not reported NoTTe po rtea Not reported Not reported Not reported Not reported Not reported Not reported Not reported Suspected to be present Suspected to be present Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): Not reported Affected Media: Ground Water 5102258295 C5C5L 5104490887 NIA Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base/Neutral! Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 97722694 Responsible Unit: NW Latitude: 472913 Longitude: 1221049 Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action TC692137.1s Page 18 • Map 10 Direction Distance Distance (ft.) Elevation Site U~ ____ ~ ______ M_A_P_F_IN_D __ IN_G_S~~ ________ ~ EDR 10 Number Database(s) EPA 10 Number RENTON HIGHLANDS (Continued) S104490887 Independent Site Status -those sites undergoing an independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcomem~~ei\WA~""M")~-=. ================== Not reported Affected Media: Soil Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported TC692137.1s Page 19 \ GOVERNMENT REt ~DS SEARCHED I DATA ClJ •. "rtENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90-day updating requirement of the ASTM standard. FEDERAL ASTM STANDARD RECORDS NPL: National Priority List Source: EPA Telephone: N/A National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC). Date of Government Version: 07/26/01 Date Made Active at EDR: 08/28/01 Database Release Frequency: Semi-Annually Proposed NPL: Proposed National Priority List Sites Source: EPA Telephone: N/A Date of Government Version: 07/26/01 Date Made Active at EDR: 08/28/01 Database Release Frequency: Semi-Annually Date of Data Arrival at EDR: 08/06/01 Elapsed ASTM days: 22 Date of Last EDR Contact: 08/06/01 Date of Data Arrival at EDR: 08106101 Elapsed ASTM days: 22 Date of Last EDR Contact: 08/06/01 CERCLlS: Comprehensive Environmental Response, Compensation, and Liability Information System Source: EPA Telephone: 703-413-0223 CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Govemment Version: 05/14/01 Date Made Active at EDR: 08/28/01 Database Release Frequency: Quarterly CERCLlS·NFRAP: CERCLIS No Further Remedial Action Planned Source: EPA Telephone: 703-413-0223 Date of Data Arrival at EDR: 06/25/01 Elapsed ASTM days: 64 Date of Last EDR Contact: 09/24/01 As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites. Date of Government Version: 05/14/01 Date Made Active at EDR: 08/28/01 Database Release Frequency: Quarterly CORRACTS: Corrective Action Report Source: EPA Telephone: 800-424-9346 Date of Data Arrival at EDR: 06/25/01 Elapsed ASTM days: 64 Date of Last EDR Contact: 09/24/01 CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. TC692137.1s Page GR-1 GOVERNMENT REtRDS SEARCHED.! DATA Cu .• kENCY TRACKING Date of Government Version: 03/27101 Date Made Active at EDR: 05/16/01 Database Release Frequency: Semi-Annually RCRIS: Resource Conservation and Recovery Information System Source: EPNNTIS Telephone: 800424-9346 Date of Data Arrival at EDR: 04/11/01 Elapsed ASTM days: 35 Date of Last EDR Contact: 09/11/01 Resource Conservation and Recovery Information System. RCRIS includes selective information on sites which generate, transport, store, treat andlor dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Date of Government Version: 06/21/00 Date Made Active at EDR: 07/31/00 Database Release Frequency: Semi-Annually ERNS: Emergency Response Notification System Source: EPNNTIS Telephone: 202-260-2342 Date of Data Arrival at EDR: 07/10100 Elapsed ASTM days: 21 Date of Last EDR Contact: 07102/01 Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 08/08/00 Date Made Active at EDR: 09/06100 Database Release Frequency: Quarterly FEDERAL ASTM SUPPLEMENTAL RECORDS BRS: Biennial Reporting System Source: EPNNTIS Telephone: 800-424-9346 Date of Data Arrival at EDR: 08/11/00 Elapsed ASTM days: 26 Date of Last EDR Contact: 08/10101 The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/97 Database Release Frequency: Biennially CONSENT: Superfund (CERCLA) Consent Decrees Source: EPA Regional Offices Telephone: Varies Date of Last EDR Contact: 09118/01 Date of Next Scheduled EDR Contact: 12/17101 Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: N/A Database Release Frequency: Varies ROD: Records Of Decision Source: NTIS Telephone: 703-416-0223 Date of Last EDR Contact: N/A Date of Next Scheduled EDR Contact: N/A Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 09/30100 Database Release Frequency: Annually DELISTED NPL: National Priority List Deletions Source: EPA Telephone: N/A Date of Last EDR Contact: 10109/01 Date of Next Scheduled EDR Contact: 01/07102 The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. TC692137.1s Page GR-2 · ' GOVERNMENT RE( }~DS SEARCHED I DATA CU ... RENCYTRACKING Date of Government Version: 07/26/01 Database Release Frequency: Semi-Annually FINDS: Facility Index SystemlFacility Identification Initiative Program Summary Report Source: EPA Telephone: NIA ,,;, .... Date of Last EDR Contact: 08/06101 Date of Next Scheduled EDR Contact: 11/05/01 Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 07/13/01 Database Release Frequency: Quarterly HMIRS: Hazardous Materials Information Reporting System Source: U.S. Department of Transportation Telephone: 202-366-4526 Date of Last EDR Contact: 10/08/01 Date of Next Scheduled EDR Contact: 01/07/02 Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 03/31/01 Database Release Frequency: Annually ML TS: Material Licensing Tracking System Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Date of Last EDR Contact: 07/23/01 Date of Next Scheduled EDR Contact: 10/22/01 ML TS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 05/29/01 Database Release Frequency: Quarterly MINES: Mines Master Index File Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Date of Government Version: 08/01/98 Database Release Frequency: Semi-Annually NPL LIENS: Federal Superfund Liens Source: EPA Telephone: 205-564-4267 Date of Last EDR Contact: 10/08/01 Date of Next Scheduled EDR Contact: 01/07/02 Date of Last EDR Contact: 10/01/01 Date of Next Scheduled EDR Contact: 12/31/01 Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/91 Database Release Frequency: No Update Planned PADS: PCB Activity Database System Source: EPA Telephone: 202-260-3936 Date of Last EDR Contact: 08/21/01 Date of Next Scheduled EDR Contact: 11/19/01 PCB Activity Database. PADS Identifies generators, transporters, commercial storers andlor brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 03130/01 Database Release Frequency: Annually Date of Last EDR Contact: 08/13/01 Date of Next Scheduled EDR Contact: 11/12/01 TC692137.1s Page GR-3 ,~ GOVERNMENT REt RDS SEARCHED I DATA ClJ.,.RENCY TRACKING RAATS: RCRA Administrative Action Tracking System Source: EPA Telephone: 202-564-4104 RCRA Administration Action Tracking System. RAA TS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30,1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the datab~se for historical r~cords. It was necessarv to terminate RAA TS because a decrease in aaencYfesources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/95 Database Release Frequency: No Update Planned TRIS: Toxic Chemical Release Inventory System Source: EPA Telephone: 202-260-1531 Date of Last EDR Contact: 09/13/01 Date of Next Scheduled EDR Contact: 12/10/01 Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/98 Database Release Frequency: Annually TSCA: Toxic Substances Control Act Source: EPA Telephone: 202-260-1444 Date of Last EDR Contact: 09/24/01 Date of Next Scheduled EDR Contact: 12/24/01 Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/98 Database Release Frequency: Every 4 Years Date of Last EDR Contact: 09/12101 Date of Next Scheduled EDR Contact: 12/10/01 FTTS: FIFRN TSCA Tracking System -FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)ITSCA (Toxic Substances Control Act) Source: EPNOffice of Prevention, Pesticides and Toxic Substances Telephone: 202-564-2501 FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/00 Database Release Frequency: Quarterly Date of Last EDR Contact: 09/25101 Date of Next Scheduled EDR Contact: 12124101 FTTS INSP: FIFRN TSCA Tracking System -FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)ITSCA (Toxic Substances Control Act) Source: EPA Telephone: 202-564-2501 Date of Government Version: 08/10/00 Database Release Frequency: Quarterly STATE OF WASHINGTON ASTM STANDARD RECORDS CSCSL: Confirmed & Suspected Contaminated Sites List Source: Department of Ecology Telephone: 360-407-7200 Date of Last EDR Contact: 09/25/01 Date of Next Scheduled EDR Contact: 12/24/01 State Hazardous Waste Sites. State hazardous waste site records are the stales' equivalent to CERCLIS. These sites mayor may not already be listed on the federal CERCLIS lis\' Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by stale. TC692137.1s Page GR-4 , GOVERNMENT REt ~DS SEARCHED I DAtA CIJ.,.~ENCYTRACKING Date of Government Version: 05/30101 Date Made Active at EDR: 07/11/01 Database Release Frequency: Semi-Annually HSL: Hazardous Sites List Source: Department of Ecology Date of Data Arrival at EDR: 06/11/01 Elapsed ASTM days: 30 Date of Last EDR Contact: 08/20101 Telephone-360-4{)7-7200 .. The Hazardous Sites List is a subset of the CSCSL Report. It includes sites which have been assessed and ranked using the Washington Ranking Method (WARM). Date of Government Version: 08/28/01 Date Made Active at EDR: 10103/01 Database Release Frequency: Semi-Annually SWFfLF: Solid Waste Facility Database Source: Department of Ecology Telephone: 360-407-6132 Date of Data Arrival at EDR: 09/10101 Elapsed ASTM days: 23 Date of Last EDR Contact: 09/10101 Solid Waste FacilitieslLandfili Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 09101/00 Date Made Active at EDR: 12122100 Database Release Frequency: Annually LUST: Leaking Underground Storage Tanks Site List Source: Department of Ecology Telephone: 360-407-7200 Date of Data Arrival at EDR: 11/30100 Elapsed ASTM days: 22 Date of Last EDR Contact: 07/09/01 Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 09/13/01 Date Made Active at EDR: 09/27/01 Database Release Frequency: Quarterly UST: Underground Storage Tank Database Source: Department of Ecology Telephone: 360-407-7170 Date of Data Arrival at EDR: 09/13/01 Elapsed ASTM days: 14 Date of Last EDR Contact: 09/06/01 Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 09/13/01 Date Made Active at EDR: 09/25/01 Database Release Frequency: Quarterly STATE OF WASHINGTON ASTM SUPPLEMENTAL RECORDS ICR: Independent Cleanup Reports Source: Department of Ecology Telephone: 360-407-7200 Date of Data Arrival at EDR: 09/13/01 Elapsed ASTM days: 12 Date of Last EDR Contact: 09/06/01 These are remedial action reports Ecology has received from either the owner or operator of the sites. These actions have been conducted without department oversight or approval and are not under an order or decree. Date of Government Version: 08/31/01 Database Release Frequency: Quarterly CSCSL NFA: Confirmed & Contaminated Sites -No Further Action Source: Department of Ecology Telephone: 360-407-7170 Date of Last EDR Contact: 08/21/01 Date of Next Scheduled EDR Contact: 11/19/01 The data set contains information about sites previously on the Confirmed and Suspected Contaminated Sites list that have received a No Further Action (NFA) determination. Because it is necessary to maintain historical records of sites that have been investigated and cleaned up, sites are not deleted from the database when cleanup activities are completed. Instead, a No Further Action code is entered based upon the type of NFA determination the site received. TC692137.1s Page GR-5 GOVERNMENT REt RDS SEARCHED/DATA Cl;.,,~ENCY TRACKING Date of Government Version: 05/30101 Database Release Frequency: NIA EMI: Washington Emissions Data System Source: Department of Ecology Telephone: 360-407-6040 Date of Last EDR Contact: 08/20101 Date of Next Scheduled EDR Contact: 11/19/01 ==Oate 01 Goveliiilient velston."12i31199 -=f)ate-of'L--ast"E6R COil tact. 6111410 I Database Release Frequency: Annually LOCAL RECORDS KING COUNTY: Abandoned Landfill Study in King County Source: Seattle-King County Department of Public Health Telephone: 206-296-4785 Date of Next Scheduled EDR Contact: 10/22/01 The King County Abandoned Landfill Survey was conducted from October through December 1984 by the Health Department's Environmental Health Division at the request of the King County Council. The primary objective of the survey was to determine if any public health problems existed at the predetermined 24 sites. Date of Government Version: 04/30/85 Database Release Frequency: No Update Planned SEATILE COUNTY: Abandoned Landfill Study in the City of Seattle Source: Seattle -King County Department of Public Health Telephone: 206-296-4785 Date of Last EDR Contact: 10/21/94 Date of Next Scheduled EDR Contact: NIA The Seattle Abandoned Landfill Survey was conducted in June and July of 1984 by the Health Department's Environmental Health Division at the request of the Mayor's Office. The primary objective of the survey was to determine if any public health problems existed at the predetermined 12 sites. Date of Government Version: 07/30/84 Database Release Frequency: No Update Planned SEATILE/KING COUNTY: Seattle -King County Abandoned Landfill Toxicity 1 Hazard Assessment Project Source: Department of Public Health Telephone: 206-296-4785 Date of Last EDR Contact: 10/21/94 Date of Next Scheduled EDR Contact: NIA This report presents the Seattle-King County Health Department's follow-up investigation of two city owned and four county owned abandoned landfills which was conducted from February to December 1986. Date of Government Version: 12/31/86 Database Release Frequency: No Update Planned SNOHOMISH COUNTY: Solid Waste Sites of Record at Snohomish Health District Source: Snohomish Health District Telephone: 206-339-5250 Date of Government Version: 01/08/01 Database Release Frequency: Semi-Annually Date of Last EDR Contact: 08114195 Date of Next Scheduled EDR Contact: NIA Date of Last EDR Contact: 07/24/01 Date of Next Scheduled EDR Contact 10/22101 TC692137.1s Page GR-6 GOVERNMENT RE( J~DS SEARCHED I DATA Cu ... ~ENCY TRACKING TACOMA/PIERCE COUNTY: Closed Landfill Survey Source: Tacoma-Pierce County Health Department Telephone: 206-591-6500 Following numerous requests for information about closed dumpsites and landfills in Pierce County, the Tacoma-Pierce County Health Departmenl decided to conduct a study on the matter. The aim of th-e study was to evaluate public health risks associated with the closed dumpsites and landfills, and to determine the need, if any, for further investigations of a more detailed nature. The sites represent all of the known dumpsites and landfills closed after 1950. Date of Govemment Version: 04/15/93 Date of Last EDR Contact: 01/11/95 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A EDR PROPRIETARY DATABASES Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provjded exclusively to EDR by Real Property Scan, Inc. ©Copyright 1993 Real Property Scan, Inc. For a technical description of the types of hazards which may be found at such sites, contact your EDR customer service representative. Disclaimer Provided by Real Property Scan, Inc. The information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal opinion. HISTORICAL AND OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases mayor may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. Oil/Gas Pipelines/Electrical Transmission Lines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1 :1 00, ~O~-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines and electrical transmission lines. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities -schools, daycares, hospitals, medical centers, and nursing homes -where individuals who are sensitive receptors are likely to be located. Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 1 ~O-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 1999 from the U.S. Fish and Wildlife Service. TC692137.1s Page GR-7 GEOCHECK ®. PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS =8AFEWA¥=#44$ 4300 NE 4TH STREET RENTON, WA 98059 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): 47.488899 -47' 29' 20.0" 122.161499 -122· 9' 41.4" Zone 10 563165.4 5259618.0 EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3. Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital Elevation Model) be reviewed. It also requires that one or more additional physical setting sources be sought when (1) conditions have been identified in which hazardous substances or petroleum products are likely to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice, to assess the impact of migration of recognized environmental conditions in connection with the property. Such additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic, and geologic characteristics of a site, and wells in the area. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. TC692137.1s PageA-1 GEQCHEC~ -PHYSICAL SETTING SQURCESUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. USGS TOPOGRAPHIC MAP ASSOCIATED WITH THIS SITE Target Property: 2447122-02 RENTON, WA Source: USGS 7.5 min quad index GENERAL TOPOGRAPHIC GRADIENT AT TARGET PROPERTY Target Property: General West Source: General Topographic Gradient has been determined from the USGS 1 Degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Target Property County KING, WA Flood Plain Panel at Target Property: Additional Panels in search area: NATIONAL WETLAND INVENTORY NWI Quad at Target Property RENTON FEMA Flood Electronic Data YES -refer to the Overview Map and Detail Map 53033C0981 F I CWPP 53033C0688F I CWPP 53033C0669F I CWPP 53033C0668F I CWPP 53033C0664F I CWPP 53033C0982F I CWPP 53033C1001F I CWPP 53033C0977F I CWPP 53033C0984F I CWPP 53033C0983F I CWPP 53033C0979F I CWPP NWI Electronic Data Coverage YES -refer to the Overview Map and Detail Map TC692137.1s PageA-2 __ i GEOCHEC~ -PHYSICAL SETTING SOURCE SUMMARY HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 2.0 miles Location Relative to TP: 1/2 -1 Mile West Site Name: KING CO SOLID WASTE DIV RENTON TRANS STA Site EPA 10 Number: WAD980639314 Groundwater Flow Direction: NOT AVAILABLE Inferred Depth to Water: 18 feet Hydraulic Connection: The uppermost aquifer is located in a glacial drift composed of sand and gravel. Sole Source Aquifer: Data Quality: No information about a sole source aquifer is available Information is inferred in the CERCLIS investigation report(s) AQUIFLOW® Search Radius: 2.000 Miles. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. MAP 10 2 9 10 11 LOCATION FROM TP 1/8 -1/4 Mile West 1 -2 Miles North 1 -2 Miles NW 1 - 2 Miles North GENERAL DIRECTION GROUNDWATER FLOW Not Reported Not Reported NNE NE For additional site information, refer to Physical Setting Source Map Findings. GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Volcanic Rocks System: Tertiary Series: Lower Tertiary andesite Code: IT a (decoded above as Era, System & Series) -(01996 Site-speciftc hydr~cal data gathered by CERCLIS Alerts, Inc, Bainbridge Island, WA. All rights r~erv.ed. All of the informaion and opinions presented are those of the ciled EPA reJX>rl(s), which were cOOIpleled under a ComprEti81sive Envwormenlal ResponseCompensabon and lJability Informabon System (CERClIS) investigation. TC692137.1 s Page A-3 " ~' ..... ~==========~ ~================ GEOCHEC~-PHYSICALSETTING SOURCE SUMMARY Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1 :2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS -11 (1994). DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY -- The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. The following information is based on Soil Conservation Service STATSGO data. Soil Component Name: Soil Surface Texture: Hydrologic Group: Soil Drainage Class: ALDERWOOD gravelly -sandy loam Class C -Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Moderately well drained. Soils have a layer of low hydraulic conductivity, wet state high in the profile. Depth to water table is 3 to 6 feet. Hydric Status: Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: MODERATE Depth to Bedrock Min: > 60 inches Depth to Bedrock Max: > 60 inches Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate (in/hr) (pH) 1 o inches 7 inches gravelly -Granular COURSE-GRAINED Max: 6.00 Max: 6.50 sandy loam materials (35 SOILS, Gravels, Min: 2.00 Min: 5.10 pct. or less Gravels with passing No. fines, Silty 200), Silty, or Gravel Clayey Gravel and Sand. 2 7 inches 35 inches very gravelly -Granular COURSE-GRAINED Max: 6.00 Max: 6.50 loam materials (35 SOILS, Gravels, Min: 2.00 Min: 5.10 pct. or less Gravels with passing No. fines, Silty 200), Stone Gravel Fragments, Gravel and Sand. 3 35 inches 39 inches cemented Not reported Not reported Max: 0.00 Max: 0.00 Min: 0.00 Min: 0.00 TC692137.1s PageA-4 GEOCHEC~ -PHYSICAL SETTING SOURCE SUMMARY OTHER SOIL TYPES IN AREA Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may appear within the general area of target property. Soil Sllrface Textures' Sill loam very gravelly -sandy loam Surficial Soil Types: silt loam very gravelly -sandy loam Shallow Soil Types: silt loam Deeper Soil Types: very gravelly -coarse sand stratified very gravelly -sand very gravelly -loamy sand ADDITIONAL ENVIRONMENTAL RECORD SOURCES According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental records may be checked, in the discretion of the environmental professional, to enhance and supplement federal and state sources ... Factors to consider in determining which local or additional state records, if any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they are obtained, pursuant to local, good commercial or customary practice." One of the record sources listed in Section 7.2.2 is water well information. Water well information can be used to assist the environmental professional in assessing sources that may impact groundwater flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE Federal USGS Federal FRDS PWS State Database SEARCH DISTANCE (miles) 1.000 Nearest PWS within 1 mile 1.000 FEDERAL USGS WELL INFORMATION MAP 10 WELL 10 1 472926122093701 3 472917122090101 4 472912122101201 5 472859122085701 A6 472957122092201 A7 472958122092301 8 472917122083601 LOCATION FROM TP 0-1/8 Mile North 1/4 -1/2 Mile East 1/4 -1/2 Mile WSW 1/2 -1 Mile SE 1/2 -1 Mile NNE 1/2 -1 Mile NNE 1/2 -1 Mile East TC692137.1s PageA-5 --=+ Ir============~-~=============== GEOCHEC~ -PHYSICAL SETTING SOURCE SUMMARY·· FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION MAP 10 WELL 10 No PWS System Found . - Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION MAP 10 WELL 10 No Wells Found LOCATION FROM TP LOCATION FROM TP TC692137.1s Page A-6 PHYSICAL SETTING SOURCE MAP -692""'~.1s .~~ ..... ~~~ .......... ~ ..... ~~ ~~~~~-r,rnrrTiTnrrl~ V Major Roads N Contour Unes Iii!J Water Wells E> Public Water Supply Wells + Groundwater Flow Direction 0:D Indeterminate Groundwater Flow at Location ill Groundwater Flow Varies at Location ~ Cluster of Multiple Icons I TARGET PROPERTY: ADDRESS: CITY/STATElZIP: I LAT/LONG: Safeway #1468 4300 NE 4th Street Renton WA 98059 47.4889/122.1615 @ Earthquake epicenter, Richter 5 or greater <BID Closest Hydrogeological Data CUSTOMER: CONTACT: INQUIRY#: DATE: Environmental Partners David Mitchell 692137.15 October 15, 2001 8:00 pm GEOCHECK®· PHYSICAL SETTING SOURCE MAP FINDINGS Map 10 Direction Distance Elevation 1 North O--=--!-,s-liIh I e Higher BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: 2 Site 10: Single well. other than collector or Ranney type 1950 County: 38.00 ft. State: 108.00 ft. Topographic Setting: 100.77 ft. Prim. Use of Site: 07251962 Prim. Use of Water: 1862 West 1/8·114 Mile Lower Groundwater Flow: Not Reported Not Reported Not Reported 14.5 Shallowest Water Table Depth: Deepest Water Table Depth: Average Water Table Depth: 3 East 1/4·112 Mile Higher Date: BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: 4 WSW 1/4 • 1/2 Mile Lower BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: 5 SE Date Measured: 1/2·1 Mile Higher Not Reported Single well. other than collector or Ranney type 1939 County: 421.00 ft. State: 90.00 ft. Topographic Setting: 20.00 ft. Prim. Use of Site: 07011939 Prim. Use of Water: Single well. other than collector or Ranney type 1920 County: 326.00 ft. State: 113.00ft. 56.82 ft. 07291962 Topographic Setting: Prim. Use of Site: Prim. Use of Water: Not Reported Not Reported Not Reported Unused Unused Not Reported Not Reported Database FED USGS AQUIFLOW FED USGS Not Reported Withdrawal of water Domestic Not Reported Not Reported Not Reported Unused Unused FED USGS FED USGS EDR 10 Number 472926122093701 61030 472917122090101 472912122101201 472859122085701 TC692137.1s PageA-8 GEOCHECK®· PHYSICAL SETTING SOURCE MAP FINDINGS BASIC WELL DATA Site Type: Year Constructed: Altitude: Single well, other than collector or Ranney type 1946 County: 391.00 fl. State: Not Reported Not Reported -==We11"1Jeptll. -68:tXlIL lopog,aptTic'Senmg. hlot Reported Depth to Water Table: 56.00 fl. Prim. Use of Site: Withdrawal of water Date Measured: Not Reported Prim. Use of Water: Domestic A6 NNE 1/2 -1 Mile Higher BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: A7 NNE 1/2 -1 Mile Higher BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: 8 East 1/2 -1 Mile Higher BASIC WELL DATA Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: Site 10: Single well, other than collector or Ranney type Not Reported County: 542.00 fl. State: 20.00 fl. Topographic Setting: 6.42 ft. Prim. Use of Site: 07251962 Prim. Use of Water: Single well, other than collector or Ranney type 1957 County: 532.00 fl. State: 30.00 fl. Topographic Setting: 24.38 fl. Prim. Use of Site: 07251962 Prim. Use of Water: Single well, other than collector or Ranney type 1947 County: 422.00 fl. State: 82.00 fl. Topographic Setting: 20.00 ft. Prim. Use of Site: Not Reported Prim. Use of Water: 2709 9 North Groundwater Flow: Not Reported 7.75 1 - 2 Miles Higher Shallowest Water Table Depth: Deepest Water Table Depth: Average Water Table Depth: Date: 18.47 Not Reported 02129/1996 FED USGS Not Reported Not Reported Not Reported Withdrawal of water Domestic FED USGS Not Reported Not Reported Not Reported Withdrawal of water Domestic FED US~S Not Reported Not Reported Not Reported Withdrawal of water Domestic AQUIFLOW 472957122092201 472958122092301 472917122083601 61241 TC£92137.1s Page A-9 \ 'J ~ /-' rr============ ~================ GEOCHECK®· PHYSICAL SETTING SOURCE MAP FINDINGS Map 10 Direction Distance Elevation 10 NW 1 -2 Miles Lower 11 North 1 -2 Miles Higher Site lD' Groundwater Flow: Shallowest Water Table Depth: Deepest Water Table Depth: Average Water Table Depth: Date: Site 10: Groundwater Flow: Shallowest Water Table Depth: Deepest Water Table Depth: Average Water Table Depth: Date: 415001 NNE Not Reported Not Reported 55 01/15/1998 1227 NE 18.63 29.10 Not Reported 06/11/1998 Database EDR 10 Number 61029 AQUIFLOW 41993 TC692137.1s Page A-10 J GEOCHECK®· PHYSICAL SETTING SOURCE MAr' FINDINGS RADON AREA RADON INFORMATION Federal EPA Radon Zone for KING County: 3 Note: Zone 1 indoor average level> 4 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCilL . . LOile :3 IIldoOi averageieVe"F<'Lpem:: Zip Code: 98059 Number of sites tested: 2 Area Living Area - 1 st Floor Living Area -2nd Floor Basement Average Activity 0.100 pCi/L Not Reported Not Reported % <4 pCi/L 100% Not Reported Not Reported %4-20 pCilL 0% Not Reported Not Reported % >20 pCi/L 0% Not Reported Not Reported TC692137.1s Page A-11 .' PHYSICAL\ .TTING SOURCE RECORDS iARCHED STATE RECORDS Water Wells Source: Department of Transportation Telephone: 360-705-7444 Group A well location points in Washington State. IEilsapGounty::Watei Wells in 'i'iasl.iligloii Source: Public Utility District No.1 of Kitsap County Telephone: 206-779-7656 RADON '.' .. Area Radon Information: The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 -1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. . EPA Radon Zones: Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration TC692137.1s Page A-13 i , :-----1---- lJ . ; G " . ! i ENVIRONMENTAL •• PARTNERSINC July 25, 2002 Ms. Barbara Richardson Safeway Inc. 1121124th Avenue NE 10940 NE 33·d Plac. 5,';/, 110 Bellevue, Washington 98005-8501 Re: Phase \I Environmental Site Assessment Letter Report Store No. 1468 Proposed Fueling Center 4300 Northeast 4th Street Renton, Washington EPI Project No. 082182.1 Dear Ms. Richardson: ph +25.889.47-17 fax -125.889.4755 DEVELOPMENT PLANNING CITY OF RENTON AUG 1 9 2005 RECEIVED Environmental Partners, Inc. (EPI) is pleased to provide this letter report presenting the results of a recently completed Phase \I Environmental Site Assessment (ESA) for the subject property located in a portion of the parking lot of Safeway Store 1468 at 4300 Northeast 4th Street in Renton, Washington. The general location of the subject property is shown on Figure 1 . This Phase \I ESA focused on investigating the northeast corner of the Safeway parking lot. The area of investigation is shown on Figure 2. It is our understanding that Safeway Inc. (Safeway) is evaluating the feasibility of developing this portion of the subject property into a retail gasoline sales facility (Le., fueling center). This Phase II ESA focused on investigating potential environmental impacts that may currently be present within the area of the proposed fueling center. EPI recently completed a Phase I ESA of the subject property as part of Safeway's normal pre- purchase due diligence. This Phase I ESA did not find indications of recognized environmental conditions in the area of the fueling center. The work described herein was performed in general accordance with the basic scope of work described in EPI's proposal to Safeway dated April 16, 2001. OBJECTIVES As stated above, this Phase \I ESA focused on investigating the area of the proposed fueling center. The general objectives of this Phase \I ESA included: , ; Ms. Barbara Richardson, Safeway ... J.' Store No. 1468 -Proposed Fueling Center EPI Project No. 082182.1 July 25,2002 • Investigating potential petroleum hydrocarbon-related impacts to the soil and ground water (if present) at depth of 21 feet below grade or less, and • Establishing baseline soil and ground water (if present) conditions at the subject property prior to construct~on~of--aretail gasoline sales facility. SCOPE OF WORK EPI advanced a total of 5 soil borings using standard direct-push technology (OPT) sampling techniques in the locations indicated on Figure 3. Each boring was advanced to a depth of 14.5 to 15.5 feet below grade, where the OPT rig met refusal, except for RSB-1, which met refusal at 21 feet below grade. During drilling, soil samples were collected at 5.0-foot vertical intervals and screened for the presence of volatile compounds using a photoionization detector (PID) and for separate-phase hydrocarbons using sheen testing. The soil conditions encountered during drilling were described using the Unified Soil Classification System (USCS) visual-manual procedures (ASTM 2488D). The results of field screening and the soil conditions encountered during drilling are presented on soil borings logs in Attachment A. Soil samples were selected for laboratory analysis based upon the results of field screening. A total of 10 soil samples were submitted for the analyses presented on Table 1. Table 1 Summary of Requested Laboratory Analyses for Soil Samples Sample Location Depth (ft.) Volatile-Range Hydrocarbons by NWTPH-Gx(a} II Semivolatile-I Range I i Hydrocarbons by I I NWTPH-Dx(b} i BTEX(C} plus MTBE1d)by EPA Method 8021B j 10 X X X RSB-1 1-----11.---------11-------+-----• . ______ .1 20 X X X 5 X X X RSB-2 ~---.-~-----~-----~----------_. _______ ! _____ ~~__ X X ~~. __ _ i 5 X X X RSB-3 !-----.-------+------+------1 j 15 X X X ------!-~--___t_----------__t-------f__.------ : 5 X X X RSB-4 ~-._-....:....:.._-+---.....:...c---.-+--'-''------t , 15 X X X 10 X X X RSB-5 .-. ----I-------~--·--------!-------~ X X X 15 (a) Northwest Total Petroleum Hydrocarbons as Gasoline Method (b) Northwest Total Petroleum Hydrocarbons as Diesel-extended Method (c) Benzene, Toluene, Ethylbenzene, Total Xylenes (d) Methyl Tertiary Butyl Ether ENVIRONMENTAL PARTNERS INC Page 2 ~--. I 1 i L i : i , i Ms. Barbara Richardson, Safeway •. _~. Store No. 1468 -Proposed Fueling Center EPI Project No. 082182.1 July 25, 2002 A water table aquifer was not encountered at the site down to the maximum depth of drilling of 21 feet below grade. Based upon the scope of work agreed upon by Safeway for this project, ground water samples were therefore not collected. -Immediately-uponcollection;ail-soil samples-were iabeled and placed in-an iced-cooler pending submittal to the analytical laboratory. All samples were handled and transported under standard chain- of-custody protocols. FINDINGS Subsurface Conditions The general soil profile at the subject property consisted of the following: • Asphalt cover with 4 inches of baserock; • Alternating thicknesses of Silty Sand and Well-and Poorly Graded Sand with Gravel to the total depth of exploration, except for; • Organic soil with sand (Le. peat) at around 10 feet bgs in RSB-2 and RSB-4, and a lean clay in RSB-5 at about 13 feet bgs. The results of field screening indicated that there were no zones of contaminant impact. Detailed descriptions of the soil types encountered at each boring location and the results of field screening are presented on the boring logs in Attachment A. Analytical Results Soil Samples A total of 10 soil samples were submitted for a range of laboratory analyses. Final laboratory analytical reports are presented in Attachment B. None of the analytes were detected at concentrations above the detection limits of the methods used in any of the samples submitted for analyses. ENVIRONMENTAL PARTNERS INC Page 3 (! ! 1 I I ~-~ i : : 1 I i : I ~l Ms. Barbara Richardson. Safeway ... ~.' Store No. 1468 -Proposed Fueling Center EPI Project No. 082182.1 July 25. 2002 CONCLUSIONS The following conclusions are supported by the findings of this Phase II ESA: • Subsurface conditions-at-the subject property generally consist-ofSilty-Sand-afld WeH-and--- Poorly Graded Sand with Gravel, typical of glacial till, to the total depth of exploration. In several of the borings a layer of organic soil was encountered at about 10 feet bgs. • Ground water was not encountered to the total depth of exploration of 21 feet below grade. This finding suggests that it may not be necessary to perform dewatering during underground storage tank (UST) installation. • Analytical results for the soil samples collected during this investigation did not detect the presence of petroleum impacts in any of the boring locations. EPI appreciates the opportunity to be of assistance on this project. If you have any questions or comments please do not hesitate to contact me at (425) 889-4747. Sincerely, Thomas C. Morin Principal Geologist cc: Mr. Honda Cherng; Safeway Inc. Mr. Jeff Brown; Safeway Inc. TABLES Table 1 -Summary of Requested Laboratory Analyses for Soil Samples FIGURES Figure 1 -General Vicinity Map Figure 2 -Area of Investigation with Boring Locations ATTACHMENTS Attachment A -Soil Boring Logs Attachment B -Analytical Laboratory Reports QR7P1 TRM ENVIRONMENTAL PARTNERS INC Page 4 SOU~CE: USGS 7.5 t.lINUlE QUANDRANGlE E N VI R o N MEN T A L PROJECT 082182.0/082182.1 (TOPOGRAPHIC) OPA R T N E R S IN C PR£PARED S#'EWAY INC. RENTON, WASHINGTON FOR tN 1983 FIGURE 1 LOCATION 4300 NORTHEAST 4TH STREET RENTON, WASHINGTON GENERAL VICINITY MAP SHffT DRAWN BY DATE SCALI: 1:25,000 1 of 1 DKt.I 12/19/01 .KEY KING COUNTY WA Tf:R DISTRICT 190 PUMP HOUSE -+- tN RSB-1 SCAlE: 1-=20' ( ) c ) ( ) SAFE:WAY STORE 1468 APPROXIMA TE: SUBJ£CT PROPERTY BOUNDARY PROBE BY £PI ,£sa iaxsa • ./ ~ I---- '"'. ·1 : PROPOSED KIOSK LOCA TlON X --t--:J-RSB-2 - __ D LOCA TlONS -' ~SB-1 U J iii I U .Rt-:f~<FOSED UST AT LOCA.ON Ei "'" NE 4TH STREET ENVIRONMENTALI PR()'£CT _.PARTNERS INCIPR~£D - FIGURE 2. • LOCATION SITE REPRESENTATION WITH SHffT PROBE LOCATIONS 1 STRIP MALL 0821~1 RENTON SAfEWAY, 1468 I I SAmtAY, INC. 4300 ~ORTIiEAST 4TIi SlREET RENTqN, WASHINGTON ORA ~ BY I REWE'M£D BY I OA TE' ~ TCM 12/23/01 , , ~ -: (' I ; I Attachment A , , ~ ... -." Boring/Wel/ Designation: RSB-1 Client: Safeway, Inc. Logged By: OKM Date of Drilling: 11/12/01 Sheet: 1 Depth Log Code SM SW SM Description Asphalt '--- ------------------------"" Silty Sand Gray, moist, loose, mostly fine to medium sand with some silt, appears to be fill. Becomes moist to very moist, sand is medium to coarse. Well-Graded Sand with Gravel Reddish-brown, moist, loose mostly medium to coarse sand with some fine gravel, gravel is subangular to subrounded. Silty Sand Tan, very moist, loose, mostly fine sand with little silt, fines are non-plastic. End of Borehole Project No.: 082182.1 Drilling Contractor: Cascade Method: OPT Drill Rig: Cascade Probe Borehole: 1" Sample RSB1:10' RSB1:20' PID (ppm) Sheen 3.3 No 4.3 No 5.5 No 5.5 No Well Data Comments water in boring at 21 feet Boring/Wel/ Designation: RSB-2 Client: Safeway, Inc. Logged By: DKM Date of Drilling: 11/12/01 Sheet: 1 Depth 15 16 17 Log USCS Code 8M 5 Description ~~e~~~ ____________________ _ Silty Sand with Gravel Gray, moist, loose, mostly fine to coarse sand with some silt and little fine gravel, gravel is angular to subrounded, appears to be fill. Silty Sand Gray, moist, loose, mostly fine sand with 8M some silt and few medium gravel. OL 8W Organic soil with sand Dark brown, moist, loose, mostly organic matter with fine sand and silt. Well-Graded Sand with Gravel Gray, moist, very dense, mostly medium and coarse sand with some fine to medium gravel, gravel is angular to subrounded. End of Borehole Project No.: 082182.1 Drilling Contractor: Cascade Method: DPT Drill Rig: Cascade Probe Borehole: 1" Sample R8B2:5' R8B2:10' PID (ppm) 4.2 5.2 5.3 Sheen No No No Well Data Comments Refusal at 14.5 feet Boring/Wel/ Designation: RSB-3 Client: Safeway, Inc. Logged By: DKM Date of Drilling: 11/12/01 Sheet: 1 Depth 11 16 17 Log USCS Code SUBSURFACE PROFILE Description Poorly Graded Sand with Gravel Reddish-brown, moist, very dense, mostly SP coarse sand with some fine to coarse gravel, gravel is rounded to subangular. End of Borehole Project No.: 082182.1 Drilling Contractor: Cascade Method: DPT Drill Rig: Cascade Probe Borehole: 1" Sample RSB3:15' PID (ppm) 8.2 Sheen No Well Data Comments at 15 feet Boring/Wel/ Designation: RSB-4 Client: Safeway, Inc. Logged By: OKM Date of Drilling: 11/12/01 Sheet: 1 16 17 Description ~~e~~~ ____________________ _ Well-Graded Sand with Gravel Gray, moist to very moist, dense, mostly medium to coarse sand wtih little fine to medium gravel, gravel is rounded. Silty Sand with Gravel Gray, moist, dense, mostly fine to medium sand with little silt and little fine gravel, gravel is rounded. Organic Soil with Sand Dark brown, moist, loose, mostly organic matter with fine sand and silt. WeI/-Graded Sand with Gravel Reddish-tan, moist, very dense, mostly medium to coarse sand with little fine gravel, gravel is rounded. End of Borehole Project No.: 082182.1 Drilling Contractor: Cascade Method: OPT Drill Rig: Cascade Probe Borehole: 1" Sample RSB4:5' RSB4:15' PID (ppm) 13.6 Sheen No 14.8 No 13.8 No Well Data Comments I at 15 feet Client: Safeway, Inc. Logged By: DKM Date of Drilling: 11/12/01 Sheet: 1 Depth Log USCS Code Description Boring/Wel/ Designation: RSB-5 Drilling Contractor: Cascade Method: DPT Drill Rig: Cascade Probe Borehole: 1" SAMPLE Sample PID (ppm) Sheen Well Data Comments Attachment B ., , , II ell-I ~~LYTJCAL -== LABORATORIES, INC. CUENT~ . ENVIRONMENTAL PARTNERS, INC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CUENT CONTACT: THOM MORIN . DATE: CCIlJOB #: CCIl SAMPLE #: DATE RECEIVED: WDOE ACCREDITATION #: 11/20/01 111042 1 11/13/01 C142 J CUENT PROJECT ID: 082182.1 '-·-"1 I I ~J '-I i , .J i ~ CUENT SAMPLE ID: RSB1:10' 11/12/01 745 ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-VOLAl1LE RANGE NWTPH-GX NO MG/KG 11/19/01 LAH MTBE*** EPA-8021 NO«O.l) MG/KG 11/19/01 LAH BENZENE EPA-8021 NO«0.03) MG/KG 11/19/01 LAH TOLUENE EPA-8021 NO«O.OS) MG/KG 11/19/01 LAH ETHYLBENZENE EPA-8021 NO«O.OS) MG/KG 11/19/01 LAH XYLENES EPA-8021 NO«O.2) MG/KG 11/19/01 LAH TPH-SEMIVOLATILE RANGE NWTPH-OX NO MG/KG 11/16/01 RAB • "NO" INDICATES ANAL YTE ANAL YlED FOR BUT NOT DmCTED AT LEVEL ABOVE REPORTING LIMIT. REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING LIMIT IS 3 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG *' UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ... ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS APPROVED BY: ,I(ff:-r== I ' Page 1 8620 Holly Drive -Everett, WA 98208 -425 356-2600 -FAX 425 356-2626 -Seattle 206 292-9059 Iii'-' .::=1 -CLIENT: CCI ANALYTICAL LABORATORIES, INC. EN'J1RONMENTAl PARTNERS, INC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CUENT CONTACT: THOM MORIN CUENT PROJECT ID: 082182.1 DATE:~L1L20/01_ Cal JOB #: 111042 Cal SAMPLE #: 2 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 CUENT SAMPLE ID: RSB1:20' 11/12/01 80S '''ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETEmD AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR 1>5 FOllOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG .. UNITS FOR ALL NON UQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS .*' ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS {t/ APPROVED By:,..~r:= ;J I ir/ Page 1 8620 Hollv Drive • Everett, WA 98208 • 425356-2600 • FAX 425 356-2626 • Seattle 206292-9059 ,e:!'-' :11:1 CCI ANALYTICAL LABORATORIES, INC. -t --~CLIENI:~EN\lIRONMENIALEAR.TNERS/INC.~ 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT ID: 082182.1 _DALE: CCIl JOB #: Cal SAMPLE #: DATE RECEIVED: WDOE ACCREDITATION #: CLIENT SAMPLE ID: RSB2:5' 11/12/01 845 ANALYTE METHOD RESULTS* UNITS** TPH-VOLATILE RANGE NWTPH-GX NO MG/KG i i _._1 MTBE*** EPA-B021 NO( <0.1) MG/KG BENZENE EPA-B021 NO«0.03) MG/KG TOLUENE EPA-B021 NO«O.OS) MG/KG ETHYLBENZENE EPA-8021 NO«O.OS) MG/KG XYLENES EPA-8021 NO«O.2) MG/KG TPH-SEMIVOLATILE RANGE NWTPH-OX NO MG/KG 11/20/01 111042 3 11/13/01 C142 ANALYSIS DATE 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/16/01 ANALYSIS BY LAH LAH LAH LAH LAH LAH RAB , "NO' INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG ,.. UNITS FOR ALL NON UQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ... ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS APPROVED BY: /d~-~ ; Page 1 8620 Hollv Drive· Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 ...... ANALYTICAL lil-I CCI --= I LABORATORIES, INC. CUENT: ENVIRONMENTAL PARTNERS, INC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CUENT CONTACT: THOM MORIN CUENT PROJECT ID: 082182.1 DATE: 11/20/D1 CCIl JOB #: 111042 CCIl SAMPLE #: 4 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 CUE NT SAMPLE ID: RSB2:10' 11/12/01 853 ANALYSIS ANALYTE METHOD RESULTS' UNITS" DATE TPH-VOLATILE RANGE NWTPH-GX NO MG/KG 11/19/01 MTBE*** EPA-8021 NO( <0.1) MG/KG 11/19/01 BENZENE EPA-8021 NO«0.03) MG/KG 11/19/01 TOLUENE EPA-8021 NO«O.OS) MG/KG 11/19/01 ETHYLBENZENE EPA-8021 NO«O.OS) MG/KG 11/19/01 XYLENES EPA-8021 NO«0.2) MG/KG 11/19/01 TPH-SEMIVOLATILE RANGE NWTPH-DX NO MG/KG 11/16/01 ANALYSIS BY LAI'i LAH LAH LAH LAH LAH RAB , "ND" INDICATES ANAL YTE ANAL VZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOllOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG ,., UNITS FOR ALL NON LIQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ., .. ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS ///;/ APPROVED BY: __ jf~~~",""?'--'-' tiJ£f=' ',-'" /'-,.<-:Z=="f __ '_--_ Page 1 8620 Hollv Drive· Everett, WA 98208 • 425356-2600 • FAX 425356-2626 • Seattle 206 292-9059 ..... ANALYTICAL IPI-I CCI . • = I LABORATORIES, INC. . ::.: •. : •..•. :.:.: .•. ;.:.:.;.: ... : .•. : .. :.:.: .• ; ...••. ; .. ; ... :.:.;.:.:.:.; .. ; .•.•. :;;.:;:.;;: .• ;:.:;; .• ;; ..• ;: .• ;: .• ;:.;;:.:;: ... :;:;.;: ... : ...• ;.;: ;;;:;;;.; •. ;;;:;;;;;;.;;;.;;;;; .. ;;;;;;;;;;; .... ;;;:;;;:;;;';.;'.;;;'.;;;'.;'; : .••.•....• ;.;.: .•. : .•.. : .. ; .•. ; .•.•.•.• ;.; .•.• ; •.• ;. ;.; •... ;;.; •. ;.; ... ; ... ;;;;.;.;.; •...• ;;;.;;;.;.,~ .•....•.•.• E·.·.· .•. ·.,n.·,·.··'.:crr .• ,.·.·,., •.•. ·~ .• frr.·;·,.,· .• ·.· .•. "" .•. · .•.• ·.:II:;.·.·,·;'.'m; •.•. · ••• ·•• .• E.· ..•..• ;.,.; •. "" .•.. , .... ;,." .... ;.,.;:; •... :.; •. ;:1(.; •••• ;,;.:;.:;·.·;j.·.· •. I1·.·,··.,:i.··.;.:.,'.~',:.;· .• ;'.-; .•. ·.· .. : .. :r ...•. t;, ... : .. :.:.,;;.;.;.;:;.;.;.;.;.;:;:;.;.;:;;;, ";';';:";;":;';;:'... ........ • •••• :::::;::: •••••• ;.;: •••••• ;.;:;.;.;:;.;.;.;.':;:;:'.;:;;;:;;;.;.;:;.;::;:.:.:.:.:::.:.:.:.;.;:;.;:;:;:;:;:;;::;::::.;;:;:.:;:::::::.:.:.:.:::.::::::; ~ N:I:::J;r::::J;~:l:: ~ :t:\t~~:t::~J:':>' ::::::::::: :::::::::::::::::::::::::::' ...... : ......... :.:::::::.:.:::::::::~:::}:::::::::::::::;:;:;:;:;:;:::;:::::::::::;:;:::::::::::;:;:;:::::::::::;:;:;:::::;:::::::::::;:;:;:::::;::: CLIENT: _ ENVIRONMENTALPARTNERS,INC. 10940 NE 33RD PLACE, SUITE 110 BELLEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT ID: 082182.1 ~QAtE:_ 11/2QLOL. Cal JOB #: 111042 CCIl SAMPLE #: 5 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 CLIENT SAMPLE ID: RSB3:5' 11/12/01 925 ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/16/01 MTBE*** EPA-8021 ND( <0.1) MG/KG 11/16/01 BENZENE EPA-8021 ND«0.03) MG/KG 11/16/01 TOLUENE EPA-8021 ND«O.OS) MG/KG 11/16/01 ETHYLBENZENE EPA-B021 ND«O.OS) MG/KG 11/16/01 XYLENES EPA-B021 ND«0.2) MG/KG 11/16/01 TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG 11/16/01 ANALYSIS BY LAH LAH LAH LAH LAH LAH RAB , "NO" INDICATES ANALYTE ANALYZED FDR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG •• UNITS FDR ALL NON UQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS .... ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GqMS ANALYSIS APPROVED BY: ---79~'-~-=-'~.:..:ott;L:c.-r' ___ _ 7' Page 1 8620 Holly Drive· Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 1-il-' CCI ANALYTICAL • = I LABORATORIES, INC. . --ClIENT~ .-El'J1'IROl'JMENTALPART..NERS,INC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT ID: 082182.1 DATE: .. 11/20/01 CCIl JOB #: 111042 Cal SAMPLE #: 6 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 CLIENT SAMPLE ID: RSB3:1S' 11/12/01 940 ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE TPH-VOLATILE RANGE NWTPH-GX ND MG/KG 11/16/01 MTBE*** EPA-8021 ND«0.1) MG/KG 11/16/01 BENZENE EPA-8021 . ND«0.03) MG/KG 11/16/01 TOLUENE EPA-8021 ND«O.OS) MG/KG 11/16/01 ETHYLBENZENE EPA-8021 ND«O.OS) MG/KG 11/16/01 XYLENES EPA-8021 ND«0.2) MG/KG 11/16/01 TPH-SEMIVOLATILE RANGE NWfPH-DX ND MG/KG 11/16/01 ANALYSIS BY LAH LAH LAH LAH LAH LAH RAB , "ND" INDICATES ANAL YTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG .. UNITS FOR ALL NON UQUID SAMPLES .ARE REPORTED ON A DRY WEIGHT BASIS *" ANY POSmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS APPROVED BY: _P:"-7d(.L-·_1d_~_~+-r= __ ---__ Page 1 8620 Holly Drive· Everett, WA 98208 • 425356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 I-ill-I ~~lLYT1CAl • = LABORATORIES, INC. ___ J --CUENT: ENV1RONMENTAL I'ART.NERS,lNC. _ ____ _ 10940 NE 33RD PLACE, SUITE 110 BELLEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT 10: 082182.1 ---DATE~---.ll/20,L0~ ________ _ CCIL JOB #: 111042 CCIL SAMPLE #: 7 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 CLIENT SAMPLE 10: RSB4:5' 11/12/01 1000 ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-VOLATILE RANGE NWTPH-GX NO MG/KG 11/16/01 LAH MTBE*** EPA-B021 NO«O.l) MG/KG 11/16/01 LAH BENZENE EPA-B021 NO«0.03) MG/KG 11/16/01 LAH TOLUENE EPA-B021 NO«O.OS) MG/KG 11/16/01 LAH ETHYLBENZENE EPA-B021 NO«O.OS) MG/KG 11/16/01 LAH XYLENES EPA-B021 NO«O.2) MG/KG 11/16/01 LAH TPH-SEMIVOLATILE RANGE NWTPH-OX NO . MG/KG 11/16/01 RAB • "ND" INDICATES ANAL YTE ANAL VZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS SO MG/KG .. UNITS FOR ALL NON UQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS *.* ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MSANALYSIS APPROVED BY: ----,7L-fi-~-'-, ~-7'.ar=:-,--' _-_'---__ 1/ ' Page 1 8620 Hollv Drive • Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 1-31-' CCI • ANALYTICAL a::: I LABORATORIES, INC. . .. .. ~--CLIEN~£NVl.RONMENTAL-PART.NERS,lNC. . 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT ID: 082182.1 DATE: CCIl JOB #: CCIl SAMPLE #: DATE RECEIVED: WDOE ACCREDITATION #: CLIENT SAMPLE ID: RSB4:15' 11/12/01 1015 ANALYTE METHOD RESULTS* UNITS** TPH-VOLATILE RANGE NWTPH-GX NO MG/KG MTBE*** EPA-8021 NO«O.l) MG/KG BENZENE EPA-8021 NO«0.03) MG/KG TOLUENE EPA-8021 NO«O.OS) MG/KG ETHYLBENZENE EPA-8021 NO«O.OS) MG/KG XYLENES EPA-8021 NO«0.2) MG/KG TPH-SEMIVOLATILE RANGE NWTPH-OX NO MG/KG .11/20/01 . 111042 8 11/13/01 C142 ANALYSIS DATE 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/16/01 ANALYSIS BY LAH LAH LAH LAH LAH LAH RAB , "NO" INDICATES ANAL YTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING UMIT. REPORTING UMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOUNE(VOLATILE RANGE) REPORTING UMIT IS 3 MG/KG DIESEL RANGE REPORTING UMIT IS 25 MG/KG LUBE OIL RANGE REPORTING UMIT IS 50 MG/KG *' UNITS FOR ALL NON UQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS ••• ANY POSmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS APPROVED BY: _.,.~_.~_~_r-r,Y_~_·_· __ Page 1 8620 Holly Drive· Everett, WA 98208 • 425356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 115,-, CCI ANALYTICAL • ¥ I LABORATORIES, INC. CLIENT: ENV1RONMENTAl PARTNERS,JNC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT 10: 082182.1 DATE: CCIlJOB #: CCIl SAMPLE #: DATE RECEIVED: WDOE ACCREDITATION #: CLIENT SAMPLE 10: RSB5:10' 11/12/01 1050 ANALYTE METHOD RESULTS· UNITS** TPH-VOLATILE RANGE NWTPH-GX ND MG/KG MTBE*** EPA-8021 ND( <0.1) MG/KG BENZENE EPA-8021 ND«0.03) MG/KG TOLUENE EPA-8021 ND«O.OS) MG/KG ETHYLBENZENE EPA-8021 ND«O.OS) MG/KG XYLENES EPA-8021 ND«0.2) MG/KG TPH-SEMIVOLATILE RANGE NWTPH-DX ND MG/KG J.1/20t01. 111042 9 11/13/01 (142 ANALYSIS DATE 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/19/01 11/16/01 ANALYSIS BY LAH LAH LAH LAH LAH LAH RAB • "ND" INDICATES ANAL YTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING llMIT. REPORTING llMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS: GASOllNE(VDLATILE RANGE) REPDRTING llMIT IS 3 MG/KG DIESEL RANGE REPORTING llMIT IS 25 MG/KG LUBE OIL RANGE REPORTING llMIT IS SO MG/KG .. UNITS FOR ALL NON llQUID SAMPLES ARE REPORTED ON A DRY WEIGHT BASIS * •• ANY POSmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS ~4 APPROVED BY: -1Y"';'<'~?L-='fZJ_~--#/:r=~-"-- Page 1 8620 Holly Drive· Everett, WA 98208 • 425356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 -' --- II ell-I ~iLYflCAL • = LABORATORIES, INC. CUENT: _I:NYIRONMENThl. PARJJ'lERS,II'tC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CUENT CONTACT: THOM MORIN CUENT PROJECT ID: 082182.1 DATE: CCIl JOB #: CCIl SAMPLE #: DATE RECEIVED: WDOE ACCREDITATION #: 11/20/01 111042 10 11/13/01 C142 CUENT SAMPLE ID: RSB5:1S' 11/12/01 1100 :.~:;:;:;:~:~:}~:~:~::.:.:::::~:;~\):~:~:;,:.::~:~:~:~:~r: ... ::: ..... :: ... : ..... : ................... : .....•....... ANALYSIS ANALYSIS ANALYTE METHOD RESULTS* UNITS** DATE BY TPH-VOLATILE RANGE NWTPH-GX NO MG/KG 11/19/01 LAH MTBE*** EPA-8021 NO«0.1) MG/KG 11/19/01 LAH BENZENE EPA-8021 NO«0.03) MG/KG 11/19/01 LAH TOLUENE EPA-8021 NO«O.OS) MG/KG 11/19/01 LAH ETHYLBENZENE EPA-8021 NO«O.OS) MG/KG 11/19/01 LAH XYLENES EPA-8021 NO«O.2) MG/KG 11/19/01 LAH TPH-SEMIVOLATILE RANGE NWTPH-OX NO MG/KG 11/17/01 RAB , "ND" INDICATES ANALYTE ANALYZED FOR BUT NOT DETECTED AT LEVEL ABOVE REPORTING LIMIT, REPORTING LIMIT IS GIVEN IN PARENTHESES OR AS FOLLOWS, GASOLINE(VOLATILE RANGE) REPORTING LIMIT IS 3 MG/KG DIESEL RANGE REPORTING LIMIT IS 25 MG/KG LUBE OIL RANGE REPORTING LIMIT IS 50 MG/KG .. UNITS FOR ALL NDN LIQUID SAMPLES ARE REPORTED ON A DRY WEIGIfT BASIS "., ANY PosmVE MTBE RESULT SHOULD BE CONFIRMED BY GC/MS ANALYSIS APPROVED BY: ----:A>f£--I--.c..=-""-,I-·:.y-'-----,,,-,-- Page 1 8620 Holly Drive· Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 ..... ANALYTICAL liEl-1 CCI .." I LABORATORIES, INC. c:LIENT: ENYIRQNMENIAI-_Pl-RTNEgSLJNC. 10940 NE 33RD PLACE, SUITE 110 BELLEVUE, WA 98004 CLIENT CONTACT: THOM MORIN CLIENT PROJECT ID: 082182.1 DATE: 11/2Q/Q1 Cal JOB #: 111042 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 SURROGATE RECOVERY CCIl SAMPLE 10 ANAlYTE SUR 10 111042-01 NWTPH-GX TFT 111042-01 EPA-8021 1FT 111042-01 NWTPH-DX C25 111042-02 NWTPH-GX TFT 111042-02 EPA-8021 TFT 111042-02 NWTPH-DX C25 111042-03 NWTPH-GX TFT 111042-03 EPA-8021 TFT 111042-03 NWTPH-DX C25 111042-04 NWTPH-GX TFT 111042-04 EPA-8021 TFT 111042-04 NWTPH-DX C25 111042-05 NWTPH-GX TFT 111042-05 EPA-8021 TFT 111042-05 NWTPH-DX C25 111042-06 NWTPH-GX TFT 111042-06 EPA-8021 TFT 11i042-06 NWTPH-DX C25 111042-07 NWTPH-GX TFT 111042-07 EPA-8021 TFT 111042-07 NWTPH-DX C25 111042-08 NWTPH-GX TFT 111042-08 EPA-8021 TFT 111042-08 NWTPH-DX C25 Page 1 %RECV 110 99 108 108 96 101 118 106 100 126 104 105 97· 83 117 111 95 114 91 76 117 74 63 116 8620 Holly Drive· Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 , -- 1M 51-I CCI ANALYTICAL • = II LABORATORIES, INC. CLIENT: ~N\,-IR9l'Jtv1ENTAl_PART!'JER~, INC. 10940 NE 33RD PLACE, SUITE 110 BEllEVUE, WA 98004 CLIENT CONTACf: THOM MORIN CLIENT PROJECf ID: 082182.1 __ DATE_:_~!L?9iQL CCIl JOB #: 111042 DATE RECEIVED: 11/13/01 WDOE ACCREDITATION #: C142 SURROGATE RECOVERY CCIL SAMPLE 10 ANALYTE SUR 10 111042-09 NWTPH-GX TFT 111042-09 EPA-8021 TFT 111042-09 NWTPH-DX C25 111042-10 NWTPH-GX TFT 111042-10 EPA-8021 TFT 111042-10 NWTPH-DX C25 APPROVED BY:-----'/d79-=-----'--'-O~::::..:~+---- Page 2 "10 RECV 101 88 113 96 81 86 8620 Holly Drive· Everett, WA 98208 • 425 356-2600 • FAX 425 356-2626 • Seattle 206 292-9059 1:=1--1 +=1 CCI ,tical L_ ,Jtorie~, .. 8620 Holly Drive Everett, WA 98208 Phone (425) 356-2600 C,ncHn 'UI CUStOdy r Laboratory Analysis Request L,.. .•• J# 1_'.. --, .. , ._ .. _oraIOl. ) I i ---• .!--=-~ , J PROJECT 10: (206) 292·9059 Seattle (425) 356·2626 Fax Date f ; '; ~~~ /.: -' j i P: \ a:ge __ ' ______ Of __ . ____ ._ I REPORT TO COMPANY: ANALYSIS REQUESTED OTHER (Specify) i \ .. PROJECT . ._M_A_N_A_GER..:__ .-L·, ,_~'---'-'~''':''.,-' ' ________________ _ ADDR~§.?-,-____ . : i !' ;::~, ,---.-, _____ ,. _, -'-__ ""'"'-"-___ -'-'--'-'.-'. 'c·.-'-__________ _ " FAX: : I' (~ , ' ./ PHONE: INVOICE TO COMPA_N,:o..Y!.!.: ___ _ ATTENTION: .-< . \\J, ~-. ~~i·-~.! .. ~) -.. ~\ 0 X X [5 c.!J 0 :c ± ± ± a... (;'i a... a... LAB# I~ I-~ ~ <0 Z Z .... ~ :1 . ~.; ADDRESS: P.O. NUMBER CCI QUOTE: 1YPE SAMPLE I.D. DATE TIME ~I I I I I 0 1;; II) a... 0 ~ 'E II) CI) ~ 0 <.> « Q) 0 a. ~ > ~ 0 Q) '" ;5 * en ~ r;; 10 -' :;: '-' f- !I 0 -' >== '" ~ ~I 0 « c: '-' co c: '-' a... 0 0 0 0 0 0 co 1: N .... LO 0 '" c; CD .:§ 0 N N 0 <0 <0 <0 <0 '0 N a... 0 0 0 0 co E 0 N 0 0 0 ~ 0 c; <0 r-.t:: 0 N N co a... co co co co 0 '" co n; if if if if zt 10 w w w w UJ ::;; ('-. z 0 "'I~ 0:: Z LU 0 ~ () ~ Z 0 CJ () u.. ~ 0 0 0:: LU LU > CD [jj 2 () :::> LU Z 0:: .. t./ '-,". --"1' 1. >\ C" ,-, , I I .' 'n' . , I' .' 1 -I---I--+-1 14---1---+-m+--·-f---~-· --t__ 2, I 1/;,. I:····"'. I I ~ I I; I I I I I I I I I I I 1-1-1 'I-I-·-+-I-_+-.. +~+ __ : : / ; j ;'-"':---1 ~ 1 . , ," . _ I +--t I-I-,-I---+--+ : \ .', ':-" " '" ! I' .-,: " .' "'. 7 ';' I I I J' I I j I ' I -I--I-----t__+----l--,+ .-1 ~ ; ~ '.~_. ·:~Y-t). ;.! } , " I I I \ I I I I I I I I I I I t--I---t--t--j--j--:-+- i 3. 4, J (" ~ 5, ; i I ~i '1,\ 6. -+-+ 1 I· : +-- .- 7, '1 .-i I') ;.~ C I ! I ; I I: I I I I I I I I I I I I I 1 1 1 1 I---+-,,_?~_ g, L 10. '-;. ',' , , 8. ~~-.'.'. I i,,~j: I.;f,~j:, Il I IJ l'llillllllllllllll-;~--' I I~- SPECIAL INSTRUCTIONS SIGNATURES (Name, Company, Date, Time): 1. Relinquished By: _~---'-'-----"-...,...,..":""' __ -'--~ ____ ---' __ -'-~-'-~.,----,-_---'_~ ,,,,"' Received By: .-:,.;:;. ~r; . \' ~ .. /./ 1 .'): 2. Relinquished By: __________________________ _ Received By: TURNAROUND REQUESTED in Business Days* Organic, Metals & Inorganic Analysis ~ o [2] Siandllrd ~ [2J is,.-;;J ~ Fuels & Hydrocarbon AnalysIs /-rsl 'f.) [2] [2J § \ SI.ndard .. " -..... OTHER: Specify: .. ______________ _ • Turnaround reduest less than stanrlarrl mRV inr.llf RII .• h r.h~m". SEA TILE DIVISION 1121 124TH AVE. N.E. BELLEVUE, WA 98005 SYMBOLS SCHEDULE ,-------.. @1': 4' DETAIL. NUMBER I AREA OF A-II> I DET AIL SHEET NUMElER WHERE. , DRAWN , ,-- ~ 10'-3" SALES AREA 00 (i) 0) DETAIL 5ECTION NUMBER SHEET NUMBER WHERE DRAWN BUIL.DIN", SECTION NUM13ER SHEET NUM13ER WHERE DRAWN INTERIOR ELEVATION L.ETTER (WHERE APFLICA6LE) WITH SHEET LOCATION ELEVATION FROM TOP OF CONCRETE SL.A6 AT KIOSK ROOM NAME WITH ROOM NUMBER - SEE ROOM FINI5H SCHEDULE FOR ROOM MARK. MERCHANDISE I EQUIPMENT MARK LOCATED ON FL.ANS AND INTERIOR ELEvATIONS -SEE SCHEDUL.E ARCHITECTURAL NOTE -SEE KEY NOTE L.IST ON SAME SHEET FOR INFORMATION DOOR NUMBER MARK INDICATED ON FL.AN AND EL.EVATION SEE DOOR SCHEDUL.E FOR INFORMATION WINDOW NUMBER MARK INDICATED ON PLAN AND ELEVATIONS SEE WINDOW SCHEDULE FOR INFORMATION REVISION NUM13ER MARK INDICATED ON DRAWINGS SEE 130RPER FOR INFORMATION LEGAL DESCRIPTION LOTS 1,2, AND 3 OF CITY OF RENTON BIND IN", SITE PL.AN NO. LUA-<:I!:>-",,,,,,-6SP ENTITL.ED "UNION AveNUE SAFEWAY" AS RECORDED IN vOL.UME 1111>, PA",ES 84 TI-IROUC:H 88 RECORDS OF KING COUNTY, WASHINGTON. GENERAL NOTES AR • ARCHITECT R , RETAILER "'C • ",ENERAL CONTRACTOR& 0, OTHERS e t CONTRACTOR TO FROVIDE ALL LA60R, EQUIPMENT, AND MATERIAL& TO FERFORM THE WORK A& INDICATED IN THE&E FLANS .. CONTRACTOR TO VI&IT THE&IIE-30 vERIF_'CALI •. CONDITION& THAT MAY AFFECT THE FROJECT. 2. THE ARCHITECT WILL 6E RE&FON&16LE TO DELIVER n-IE FERMIT READY DRAWINc:.& FOR THE SITE, BUILDIN6 4 CANOPY. &EFARATE FERMIT& WILL ElE OEITAINED FOR DISFENSIN", j T ANK&. THE "'C WILL 6E RE&FON516LE TO 06T AIN MECHANICAL AND ELECTRICAL FERMIT&. THE &I",N FERMIT WILL BE SUFFLIED BY OTHER&. THE "'C WILL 6E RE5FON&16LE FOR NOTIFYIN", THE OWNER OF CO&T& FOR ALL FERMITE;. THE OWNER WILL RJRCHA&E ALL OF THE FERMIT&. :3, CLEAN-UF DEElRI& AND HAUL AWAY ON A CONTINUOUS ElASIS, INCLUDIN", ALL r'<EMOvED FAVIN", AND ExCAvATED SOIL. 4. ALL 610& SHALL ElE SUBMITTED ON SAFEWAY 61DFORl"'t SUBMIT SEFARATE LETTER WITH COMFLETE SCHEDULIN"" BID ElREAKDOWN, AND SUEICONTRACTORS LIST INCLUDED. ". ALL FETROLEUM RELATED ExCAVATION TO HAVE NEW PEA C:RAVEL ElACKFILL, DO NOT REPLACE OR REUSE EXIST. FIL.L. MATERIALS. b. C:.C. 1& RESPON51E1L.E FOR ANY DAMA",E (ABOvE OR 6ELOW C:RADE) TO THI5 FACIL.ITY, DURIN", CONSTRUCTION. 1. c:.c. TO WARRANTY AL.L. WORK AND MATERIAL FOR I YEAR FROM COMPLETION OF FROJECT. e. IN "'ENERAL., USE NEW RIC:ID CONDUIT FOR ALL NEW CIRCUITIN",. <:I. AL.L. WORK TO 6E IN ACCORDANCE WI ALL. APPLICA6L.E CODES AND PER LOCAL. REQUIREMENT5. NOTE, VERIFY HEALTH DEPARTMENT INSPECTION 6CHEDULES AND REQUIREMENTS AS PART OF CONSTRUCTION 5CHEDULE. lel. 51"'NAc:.E CONTRACTOR RESFONSI6LE FOR PROVIDINC: 5HOF DRAWIN",5 TO OWNER, AND CITY FOR APFRovAL PRIOR TO FA6RICATION AND INSTALLATION. 51",N5 UNDER SEPARATE CONTRACT TO INCL.UDE THE ElUILDIN", SI"'NS, CANOPY ~'I"'N5, MONUMENT SI",NS AND POLE 51"'NS. II. ",C TO FROVIDE DUMP5TER, PORT-A-FOTTY, ADDITIONAL HARD HAT5, SECURITY FENCIN", AND 6ARRICADE5 DURINC: ALL CON5TRUCTION PHA5ES. 12. METHOD OF HANDLlN6 CI-.fANGE ORDER5, ANY CHANGE5 TO THE SCOPE OF THIS CONTRACT PROPOSAL WHICH WAS NOT INDICATED IN THE CONTRACTORS ORI",INAL BID FROF05AL OR WHICH REQUIRED REIMBURSEMENT TO THE CONTRACTOR BY OWNER MU5T, A. BE 5UBMITTED 6Y THE C:ENERAL CONTRACTOR IN UlRITING TO ARCHITECT AND 6E OF SUFFICIENT DETAIL TO JUSTIFY ALL C05TS WITHIN THREE (:3) DAYS OF NOTIFICATION OF A CHANGE IN THE SCOPE OF WORK. FAILURE BY THE CONTRACTOR TO COMPLY WITH REQUIREMENTS WILL 6E VIEWED 6Y OWNER/ARCHITECT AS A b!Qtj-REIM6UR€,EMENT CHANGE IN THE SCOFE OF THE WORK AND WILL NOT, UNDEr'< ANY CIRCUMSTANCES, BE OBLIGATED TO F<EIM6UF<SE CONTRACTOR FOR ANY ADDITIONAL Co€>TS WHICH ["lAY HAVE BEEN INCURRED TO COMPLETE T"IE CHANGE iN THE SCOPE OF WORK. 6. ElE APFROVED elY ARCHITECT IN WRITINC, OR VERBALL Y APPROVED 6Y AN AUTHORIZED ARCHITE'CTIOWNER REPRESENTATIVE WITH WRITTEN APPRovAL TO IMMEDIATEL Y FOLLOW FRIOR TO CONTRACTOR COMMENCINC: WITH ANY WORK REQUIRED elY A CHAI-IGE ORDER, THE FINAL ACCEPTANCE SHALL BE BY OIlNER, 1:3. WHEN THE CONTRACTOR 6ELlEVES THAT ALL CONTRACTUAL WORK IS COMFLETED ON THIS PROJECT, THEY SHAL.L SO NOTIFY THE OWNER5 REP. IN WRITIN'" AND THE OWNERS REP. 5HALL RE51"'OND PROMPTLY WITH ACCEFTANCE OR A \ SPECIFIC LISTING OF DEFICIENCIES. CONTRACTUAL WOR~: SHALL 13E DEEMED COMPLETE TO A DE"'REE SUFFICIENT TO FERMIT OWNER TO COMMENCE INITIAL OPERATION. ",C SHALL INCLUDE IS5UANCE TO OWNER 13Y THE CITY OF vALID "CERTIFICATE OF OCCUFANCY." PAY ALL FAST. CURRENT UTILITY CI-.fARC;ES. THEN TRANSFER ALL. FUTURE UTIL.ITY CHARC;ES TO, NASC, SAFEWAY UTIL.ITIES WITH STORE' TO, F.O. BOX 2"'0"'1, PHOENiX, ARIZONA 8"elS8-<:IO"'1 GENERAL CONTRACTOR SCOPE OF WORK PROviDE L.ABOR, MATERIAL, EQUIPMENT AND MISCELLANEOUS FE'RMITS TO COMPLETE FACILlTIE5 AS DELINEATED ON THE REFERENCE DRAWIN"'5. WORK TO 6E COMPLETED "TURN KEY" JOB IN IS TO INCL.UDE, BUT NOT LlMITE'D TO THE FOLLOWINC:, I, SITE DEMOL.ITION REQUIRED TO RECEIVE WORK A5 5ET FORTH ON THE REFERENCE DRAWING5. 2. CONSTRUCTION OF A NEW KIOSK, FUMF 15LANDS, CANOFY AND ALL SURROUND INC: SITE ELEMENTS. 3. CONSTRUCTION OF UNDERC:ROUND STORAGE TANKS, PIPIN(, AND ALL REL.ATE'D 51TE WORK INCLUDED IN THE REFERENCE DRAWINGS. WORK TO BE PERFORMED BY OWNER AN) OTHERS I. SIGN FERMITTING AND INSTALLATION. C:C TO PROVIDE EL.ECTF<ICAL CONNECTIONS AND 5TRUCTURAL SUPPORT !6RACING AND FOUNDATIONS) AND SHALL COORDINATE SCHE'DULE WITH SIGN CONTRACTOR. 2. OWNER AND OTHERS WIL.L FURNISH EQUIPMENT AS INDICATED ON PL.ANS. C:C TO INST AL.L AS NOTED. S. AN ENviRONMENTAL. ASSESSMENT AND REMEDIATION OF CONTAMINATED SOIL5, ",ROUND WATER ETC. ASSOCIATED WITH THIS PROJECTHA5 BEEN PREPARED 6Y EPI. NOTIFY EFI'5 THOM MORIN" (42!:» 86"'-4141 BEFORE PROJECT 5TART UF. PROJECT INFORMATION ADDRESS, e,AFEWAY STORE 430'" NE 4TH STREET "~ENTON, IlJA "'8O!:><:I-!:>008 B,TORE PHONE 426-22I1>-~31el SCOPE, DEMOLITION OF ExISTIN", PARKIN", AND -~--DRi'7Eli.IAYS -AS fi<EQUIRiOD. CcJi;i;i,T'RDcrr-ON OF NEW KIOSK CON5TRUCTION OF NEW CANOPY, FUMF ISLAND5 AND ALL ASSOCIATED CIVIL SITE DEVELOPMENT AS INCLUDED IN THE ATTACHED AeeES60RS FARCEL NUMBER, DOCUMENTS. eao"ol!!> -1!!>031!!> -04 ZONINGo, CA -COMMERCIAL ARTERIAL NE 4TI-I ST COMMERCIAL CORRIDOR ~~E 4TH 6T BUSINESS DISTRICT OCCUPANCY GROUP' I<IOSK ; CANOPY-M <TYPE IV) FER 3",,,,,1 IBC -AL.L.OWED USE IN CA ZONE CONSTRUCTION TyPE, WALK IN KIOSK-M (TYFE V) ALLOWAElLE AREA, (FER T ABLE' ~:3 IBC) CANOFY -20,,,00 SQ FT I<IOSK -14,=0 SQ FT ALLOWA13LE HEIC:HT, CANOPY -4 STORIES OR II>!:>' I<IOSK -3 STORIES OR !:>O' (FER T AeLE ~3 leC) PROPOSED AREA, CANOPY • 4,3106 SQUARE FEET KIOSK ,4104 SQUARE FEE'T NO INCREA6E REQUIRED PROP05ED HEIGHT, NOINCREA6E REQUIRED CANOFY. I~'-IO" KIOSK ,I~'-O" OCCUPANT LOAD PER T AElLE 1004.1,2 IBe TOTAL AREA, SQUARE LOAD OCCUPANTS FEET FACTOR S-S -CANOFY N/A ~ N/A. N/A M -KIOSK 4104 ~ 100 • 1.1 TOTAL. 4104 1.1 3'-0" ENTRACE I EXiT DOORS MEET THE REQUIRED EC:RESS WIDTH PER !>ECTION 100".1 OF THE IBC. PARKINGi INFORMATION REQUIRED TOTAL PAfOiKlNGo .. SAFEWAY DEVELOPl"IENT PER RENTON CODE PER CITY OF RENTON COC)E A MINIMUM OF 1!!>.4 PER 10'" SQUARE FEET OF NET FLOOR AREA AND A MAXiMUM OF 0." PER 100 SQUARE FEET OF NET FLOOR AREA SAFEWAY STORE NET AREA, 42.3% SQUARE' FEET (42,31)10 I 100N0.4),. 110 1'1INIMUM REQUIRED ,;rALLS. 2,,2 , EXISTING SAFEWAY !>TORE FARKINC: STAL.LS 2b ,STALLS REMOVED FOR FUEL. PAD 3 , EXISTINC: SAFEWAY STALL5 SET ASIDE FOR FUEL KIOSK 223 • RE6ULTIN", SAFEWAY STORE FARKIN", (OVER MINIMUM PER CODE) PAfOiKlNGo REQUIRED AT FUEL FAD RETAIL. AREA, 4104 -7-3,,0 ' I PARK INC: REQUIRI=D, I SPACE, PLUS I H.C. FARKIN", FROVIDED, :3 SPACE5, INCL.. I H.C. LANDSCAI::>E INFORMATION REQUIRED LANDSCAFING PER PRE-AFFLICATION MEET INa. NOTE6 10' L.AND5CAPIN'" AT FRONT ON SITE !:>' MINIMUM FLANTER WIDTH 5TREET TREES REQUIRED (ON SITE OR ROW) I", SQ. FT. L.ANDSCAPING FER PARKING ST AL.L. REFLACE ExiSTING LAND6CAFIN", WI SIMILAR VICINITY MAP SCALE, NT~ SHEET SHEET NO. A-O SHEET COVER SHEET C C -C-irS)" SA-I.I SA-1.2 SA-1.3 SA-2.1 SL-I.I SL-12 LA-I.I A-I A-S CA-I EXISTING TOFoc:.RAPIC 5URVEY NOTES EXISTING TOPoc:.RAPIC SURveY FLAN ----5CREI~·IATiG SITE-4: UTi[fl"r-FLA.N DEMOLITION FLAN ENLARC;ED NOTED SITE FLAN ENLARGED DIMENSIONED SITE FL.AN SITE DETAILS LANDSCAPE PLAN IRRIC:ATlON FLAN LANDSCAPE ANALYSIS KIOSK FLANS I SCHEDULES I NOTES ExTERIOR ELEVATIONS I BUILD INC: SECTIONS CANOFY FLAN I ELEVATIONS PROJECT DIRECTORY OUNER,(loc,,1) SAFEWAY STORES INC. ARCI-IITECT, CIVIL, LANDSCAPE, STRUCTURAL, 1121 124TH STREET NE 6ELLEvUE', WA "'800" TEL( 42!:» 6S1-22IS FAx,( 42!:» 4!:>,,-10630 CONTACT, HONDA CHERNC: IN FORM, INC. In30 12"'TH AveNUE NE KIRKLAND, IlJASHIN"'TON <:18034 TEL, (42,,) 821-11100 FAx, (42,,) 821-88100 CONTACT, DAVID DEAN SOUND CONSULTANTS, LLC. 1",,,0<:1 NE 120TH FL.ACE . '. KIRKJ_AND, WA "'8el:34 TEL, (42!:>J 11O!:>-~!:>3 FAx, (42!:» 823-!:>313 CONTACT, JAMES V. HARRI50N JAY A MAGRUDER 18 WEST FUL. TON SEATTLE, WASHIN"'TON, "'811<:1 TEU2<Zl6) 284-%,,2 FAX,(201O) 284-"'1O!:>2 CONTACT,JAY MAc;.RUDER (KiOSK ONLY J D166L.E ENC:INEERS, INC. 2!:> CENTRAL WAY. SUITE 400 KIRKL.AND, WA "'8OS3 PHONE 42,,-ooS-I<:I= FAx 42!:>-4<:11-1"'21 CONTACT, ROBB A DIBBL.E, PE (CANOPY ONLY) BESTWORTH ROMMEL, INC. 1"'J818 14TH AvE NE ARLIN",TON, WA "'8223 PHONE (3100)-4S6-2~21 FAx (%0)-43,,-%11 CONTACT, CHRIS "'AL.L.A"'HER MECHIFLUM6, AB05SEIN EN",INEERIN", CORF. ELECTRICAL: 1844 114TH AVENUE N.E. BELLEVUE, WASHINC:TON <:1800,,-4 TEL, (42,,) 4102-"'441 FAx, (426) 4b2-",4!:>1 CONT ACT, GARY WOMACK SIGNAc;.E C.5. SI",N CORPORATION CONSULTING, 2103 NW <:16th SE. SEATTL.E, WA '3811l TEL (2ellO) "'4<:1-10!:>0 FAX, (2010) 183-!:>401 CONTACT, CHRISTIAN SOL TENDIECK ·INTERIOR IN STORE SERviCE CONSULT ANT 102" SOUTH L.ANDER SEATTLE, WA "'10134 TEL., (2010) 1082-3"'34 FAX, (2elb) b82 -180", CONTACT, JEFF "'RAM DESIGN CRITERIA LIST FERMIT JURISDICTION, eUlL.DIN'" CODE, MECHANICAL. CODE, FL.UM6INC: CODE, EL.ECTRICAL. CODE, FIRE CODE, ACCESSIBILITY, CITY OF RENTON INTERNATIONAL. BUIL.DIN", CODE 2003 ED. INTERNATIONAL. MECHANICAL CODE 20"'" ED. UNIFORM FL.UMBING CODE 2003 EDITION NATIONAL. EL.ECTRICAL CODE 2002 EDITION INTERNATIONAL. FIRE CODE WASHIN"'TON STATE RE",ULATIONS 1"''''8 WA5HIN"'TON STATE ENER"'Y CODE WASHIN"'TON STATE VENTILATION I INDOOR AIR QUALITY CODE ISSUED DATE: 08-08-05 I '" I u 0 .J (Xl 4J ::> ~ (/) !tl '" ;,: w z "-w l7i f--~ W w '" n:: Do: w z « [L [L ...J 0 W ~ ~ ~ V> (.) Do: '" Do: ::J 0 ro [L LL ::l CJ a.. (f) z « 0 '2 I w (.) Do: W ::> w « n:: (/) n:: a.. a.. (/) >D >D co co 0 0 0 .0 w I I I I ';( (J) '" ("oj co 0 0 N 0 0 I I I I L[) L[) <D OJ 0 0 0 0 g~~~~~~1 .. Lf) z~ Lf) 0v> 0 "wl-I-ex) w «I (J) -'w 01-I-I ° -.:t-« I-(f) .....J 3: W 1-0::: I-cz· ww o z w> wOO IO '0 I-(j)U 01") Z a: -.:t-w 0.. 0::: SHEET: A~O STORE NUMBER: 1468 ~~~Q=-=-=======~~~~~--=-------------------~------~--------------------------------------------------------------------------------------------------------- I , u ,~ . (!) m o '" C".J '" '" &:!. '-" x ./ fit §. '" "., o 8 '" ,,' . -., /" ,,' , I, I' / ~' , ,I ; I I. I ! -. Ii; " , " ,~: I J r'" -:. l]A\A·i,iii.·i'~f '.; , I -I -"* ..... " •• I/f ' " I r, } ... -.-.;~r '",. i !..d '\ (/1 '.n t·,') ";,,.\\._. ::,O':'~,H~' <.it)- 1,'--'"--''' " " • ,. _ •• ' 0 ..... _ .... N. E. (S.E. PI, r 1 ~3" "'()")' i ..... ()" \ \' 'j,. () . .'. ,)(1 Jr CONe. Dr\l'!I': cn -r-(I'E: I 6'CI·!J.\j(~ FENCE .. -.... ·-//'SH-fl·-G(f .. ')· .. ·_,-- 4TH 128TH STREET STREET) VJ\lILT SW 1/4 SEC 10, TWP 23 N, R 5 E, W.M. -<'"",.----------~-----------------~- 1"1 --""--Pl. --- <:l~7.""" 8"CONC, WALl: ........ --_ ... Ale PAYI'.MENf (mASH ENCLOSUfIE) ....... ""'r .. , .... -"- "'",oJ I , .C !NGRE~3S & lC~tf'Es:.1 ; tNT REC, ,"U,C1.JfrU 14(fJl " ." . .. j " ,~ .-~-­ I '''C(INC. COLUMN (TYPICAL) 62, [lREP F3()X' . >-(() Cr: o , ... - V) I I'EC. 870G30n20 & 87 PL --"--'--f' &-T--:. ---'>Lt .. lI"'e·. EASEMEN T REC. NO,b7:18286 ,.".~---... -~ .. ,,,-.~---;::::"-.,::--=::::::.: I , ~ « w Z OZ z N. E. 4 TH S:::..T:..:.,R~E:::.E T~-=:J+ __ L-*--'-(_S __ , E_, _1_28_T_H_S--.:..T,) GREENWOOD --r::::. CEMETERY 1_ .... \. ~ r I i , I w If) ~ « o z N n VICINITY MAP N NOT TO SCALE pROJECT NARRATIVE SITE· MAPLEWOOD GOLF COURSE I , This proposal is for the construction of a fuel facility (gas station) on on existing pad within the existing Safeway development. The pad has all necessary utilities available adjacent to the development. This construction will inv,)lve the following utility connections; SANITARY SEWER: This facility will connect to the existing sanitary sewer lying west of the area of construction, DOMESTIC WATER: A new 1" water meter will be provided for this pad. The meter will be located in a landscape planter and new connection to the kiosk will , be provided. A wat9r',_service will 'extend from the kiosk to an air/wat,ir unit for the customer, An approvedibackflow preventor will be installed inside of the kiosk. \ STORM DRAINAGE: A storm conveyance, detention and water quality utility has been provided for the overall development and sized to accommodate the improvements to this pad. The existing storm sewer system will be utilized for conveyance. The following is being proposed to augment water quality: Storm runoff from that area lying beneath the canopy will be collected in on independent collection system (catch basin) and discharged to a 5000~gallon capacity holding tank, This tank will be provided with an internal alarm system, which will notify the operator when the tank reaches 80% capacity. At that time, the tank will be pumped by a privately contracted pump-ovt firm. i GR~:PHIC SCALE ( IN FEET) 1 Inch a 20 ft, 'll PROJECT NO. . 2000019.00 .;.;;~~-----.--­DRAWN BY: JVH CHECKED BY: TAP SHEET TITLE SCHEMATIC PLAN SHEET NO . C-SCH r • >I) " , ',f 'f' ,.fjI 1t!1, I- 1,\ ; , ~",j !~ ;f '\~''''JJ/~~''~'' '1J' ",0.,,,, , ' , " . "/ :.e: , ", ,"'" "c '<,0"> ,,",11/' ~,i j,,~ f $I' , , . i ' " ~ '~r ~' (': . 'J ' , d~ " '" ""'~' ' " ~' ,_C. ' , ' , : SAFEWAY - ISSUED DATE 08-08-05 ' "" u g en w ~ en en o 0 I I 0>1'" o N I I '" "' o 0 en '" 0,0 I , I Ni oo 0,0 I ' I tOlOJI o 0' ~ ~~jrGlk;]~:klkl Z .L{) 01-L{) _(!) 0 I-ro LU «IOl --' OI-l- 0"<1-« I- -l 3: I-W I- OZ ;i LU LU ~OO I 0° I-(j) 0:1'0 Z CL "<I-W fr:: SHEET: JOB NO. 105004 STORE NUMBER: 1468 '1 z"" J~ to g '"" ~lt! en w"--;:;;0 .J g;j>:: g ,-, JII-'" UJ ,0 tc & 9 10 I k--J -- 1,~ ././ ( 1 1 1 1 1 1 1 1 1 1 1 1 : ~ \ t;. 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 \v// r --- 1 I 1 I 1 1 ! 1 I I I I I I j0d' d' I /)' ~?~()~ '<;Jt7> .---~ ./ / -T I 1 1 I I 1 I I 1 I I I I ___ . ..1-__ _ GRAPHIC SCALE (10-F'.5.) "1 1 1 1 I I 1 1 1 1 .- 1 I ./ " , .' . ,--' 1 I I I I I I I I I I 1 I __ ~ ___ ..L . __ \ \ ) ./ ,/ ( 15 JO 60 ~tiiI_~L~~~J ( IN fEET ) '1 Inch -JO ft. . I~·. 't' . , , , I, ( .,..J ..... ,' 1 . I I • W .01 // I / ./ I I I '.4 1 ~ 1 1 I , \.,/ I I I I I / ./ . ;;; Z::,-I / z o - ~-' . \ W' • en ( /1 I // I 1/ 1 ;A I & I / / I ) /," , . .... .' . " .' . ". " . , . , ',>','/, . ,:., .. ".o' /J r ~-"T --" -~sc.!a _________ . ____ -1-=1--11_-..1...".._,'" /1 --==--.... / " , ,,' 1 I I 1 I I I I ./ )./' / ./ ,// // /1 / ./ 1 1 I I I I I ) //\ ./ /' \,/ r- 1 1 1 1 1 I I I I I I L ./ ./ --""1 1 1 1 1 1 1 1 ~ I I 12'WDE KEYSTONE I cotIC. RET, """ ...... , ___ ..J I " SW 1/4 SEC 10, rENCE -----"-",.= ".~) :-: -----~------~ .. I-PL~;£; ----~-~~~' ---r'-""~ -~----- \ I ilL & iRE(S ~~7"5'II'IDE SANITARV!S£WER [AS(MENl REC. NO. 961)1I2C606 @ WtJ 0'" ','0 "RET AlLSH6f{s" . 6;426 S.'. 1-.. 1 1 -- ",/ ./ " , .. / ./ ./ --;;r~ .. -L ." _.-.-........ ~ I ~ '1?& ---I -_~o "J.. .. --'--I ~+ ---'va 1 ~----1 --{3._. _.-'t" - 23N, /' /' ,Jr' RGf_ I 'I' J.. I 1---- 1 W,M, F""" COR. 15 0,6'[. & . Of' PROP, CO~NER FENC[ ~. IS "",_~ .• "" 1.1 'VI OF PROP, $~~'-' I I I 1 PL &: TREtS .J • • I ~t!'Ilt:I..2~!Of'J..;i "f' -:-- : ~ I • I 1 1--- • 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I 1 I 1 1 1 "-:---:7;;;~OJ,,~~~~:~::~ SLOPE EASEMENT "'I [1 ~ I ~ I ~ I u " I , TE .. 40"'(l. CTR.CHAN -~&41l6 FENCE IS Of PROP. LINE >-w > IY :::::J (f) U I Il. « IY (.') o Il. o I- ~ c ..... o a::: <18 (f) cr: w w Z (? Z W .. -' :::I: > (1)0 ::> m • o z w a::: ~ (f) >-~ w u... « (f) [LI Z l.1.1 z o z ) 1- (n 1 .. I Z '" ,. ,( " OEVElOPM CITY o~i'[F/r PLANN/N ' ENTON {I AUG 192005 RECEIVEoR z w 0:: <;h(,.f.kflrl by KJY /JAL s~ule dote 6/()(i/OCi j[lh 110. 2UU1204,(),) ,I 2001204 03 1 of 2 ~: \LDD\2001204\DWC\XS-S~R-03.dwg SIt!: NOltS TAX ACCOUNT NO.' 880500-0030-04 ZONING, SITE IS ZONED "ce' (COMMUNITY CONMERClAL) ZONING ACENCY, CITY Of' RENTON DE'otLOPMENT SER"CES I oe5 S. GRADY WA Y RENTON, WA. 9!!10:!t5 425-430-7200 SETBAQ(S: CURRENT SETDACK ~I':QUIRE"'ENTS SUS..ECT TO SitE PLAN R£VlEW, CURRENT SEl1'(ACKS MAy OIFFER moM THOSE IN EFFECT DURING D£SlGNjCONSlRUCTlON OF' E)(ISTING IMPROVEMENTS. FLOOD ZONY.: THIS SITE N'PEARS ON NATIONAL FLOOD INSURANCE RA1E MAP, DAttO SEPTEMBER 2G. lQSD. COMMUNITY PANEL NO. 63033C0327D. AND IS SlTU~lEO IN lONE ~x .. , AREA DETERMINED TO BE OUTSIDE ~(JO-YEAR FLOODPLAIN, HORIZONTAL Ot,lUt.I: BASED ON OTV OF' RENTON DArut.t. BEARINGS ARE BASED ON 1HE: \W:ST LINE OF' THE SOUTHWEST QUARTER Of' SEcnON 10. TO .... SHIP 23 NORTH. RANGE ~ EAST, W,M. (N00'2~'13·W). REFER TO THE UNION A'-tNUE SAFEWAY BI<DING S1TE PLAN, VOLUME 176. PAGES 84-88. VERTICAL DAlVM: BASED ON CITY OF' RENTON DA1\.IM (NAVO t98S). BENCHMARK NO. 1~03 -1/8" COPPER Pl. IN A cONCRETE POST MONUMENT oovm 0.7' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E, ... TH STREEl ANO UNION AVENUE N.E" ELEVATION· ...a1.02 AREA, PARC£L 3 CCl>iTAINS 247.000 SQUARE FEET OR M703 ACRES. MORE OR LESS, SUBSTRUClURtS: BURIED ununv.s ARE SHOllI'< AS INDICATED ON RECORDS MAPS FURNlSltED BY On-tERS AND vtRlFlED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE AS.!iUME NO UA8IUTV FOR THE ACCURACY or n-iOSE RECORDS, FOR lHE FINAl. LOCA liON OF' EXISTING UTlLInES IN AREAS CRI1lCAL TO DESIGN CONTACT 'ml~ unuTY O'ltf.jER/AGENCY, DESCRIP~ONi LOT .3 OF UNI(~ Av[NUE smWAY. A BINDING SITE PLAN, AS PER PLAT RECORDEO IN \/Ol.W,U: 176 or PLATS. PAGES 84-68; S1lUATE IN TH~~ CITY OF R£NTON, COUNTY OF' KING. STATE OF WASHINGTON. TITlE REPORT AEF'ERQiCE: THIS SURVEY WAS CONOUCTEO ACCORDING TO THE O£SCRIP'I1ON SHOVr'N. FURNISH£O BY TRANfiNATION 1111£ INSURANCE COMPANY, COt.IMITl.tENT NO. 6712.3. DATEC DEC<"BEA 4. 2001. THE tASEMENTS SHO .... OR NOTEC HEREOtf RELATE TO IHIS COMMITMENT. NOTE: EASEMENTS Cf~EAlED OR RESCINOED AmR THIS DATE ARE NOT SHO'AN OR NOrED Hl':flitON. SUR'otYOR'S CI!R~~CAIKlN' I HEREBY CER"IFY IHAT THIS FlRST SURVEY MAOE UNDER MY SUPER\1S1ON ON NOVEMBER 12. 2001, CORRECTLY SHO>s THE RELAnON Of' THE BUILDINGS AND OTHER S1RUCTURES TO THE PROPERTY LINES OF L~ND INDICA'JE[) HEREON, A~D THAT lHERE ARE NO E~CROACHMENTS OR O'otRLAPS ONTO AOJOINING PROPERTY OR PROPERTY CDY£REl) 9Y THIS SURWY OR OF' BUILDINGS OR STRUCTURES LOCATED ON !lAID LAND, NOR ENCROACHMENT OF ADJOINING BUILDINGS OR STRUCTURES ONTO SAID LAND, EXCEPT AS SHOWN, NOTED AND DESCRIBED ON n.lE SURVEY, iFF~No.~ANUS. P,L.S. NO, 2B072 BUSH, ROED &. HITCHINGS. INC. 2009 MINOR A Il':NUE EAST SEATnE, WA 9a102~351J EACH DESCRIP'ilON ON THIS SURVEY HAS &£EN RE\1EYtED AND APPRO'VEO BY TRANSNAnON 111lE INSURANCE COMPANY. THE ABOVE CEJtllFICAlE IS BASEO UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PRQFESSIONAL SURVEY PRAcnCE. \\'E MAKE NO OTHER WARRAfllY, EITHER EXPRESSED OR IMPLIED. SW 1/4 SEC 10, ~1LE REPORT SCHEDULE A EXCEPnONSi 7. ALL COVENANTS, CONDI'11ONS, RESTAlC~ONS, RES£RVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY. DISCLOSED !lY UNION AVENUE SA'EWAY, A BINDING SITE PLAN, RIGH1S OR $tN£P1ts, IF ANY, IMiICW MAY BE DlSCLOSEO BY THE RECORDED DOCVMENT(S) ABOVE AFFEcnNG LAND OUTSIOE THE BOUNDARY DESCRIBED IN SCHEDULE A. 8, EASEMENT AND THE TERMS AND CONDlnONS THE~OF': GRANTEE, POSTAL TELEGRAPH CABLE CO. PURPOSE: TELEGRAPH POLE LINe: SY'STEM AREA AFFECTED, THE DESCRlP~ON cONtAINED THEREIN IS NOT SUFl'lde:NT TO DETERMINE ITS EXACI' LOCATION WITHIN THE PROPERTY HEREIN OEScAlBED RECORDING NO., 717661 o EASEMENT AND THE TERMS AND CONDInONS THEREO,: PURPOSE: ROADWAY AREA AFf'ECTEO: EAST 7,~ F'EET OF' THE SOUTH 622 FEET OF' THE ¥itST 170 FEET OF THE \£ST HALF or 1l-IE EAST HALF OF SOUTHWEST QUARTER OF' THE SOUTHWEST OUARTER OF StCnON 10 RECORDING NO,I 3208139 e EAS£MENT AND THE TEAMS AND cONOInONS THEREOf'I PURPOSE: COME O'.I'ER AND ACROSS AREA AFFECTED, OESCRIpnON PRESUMADLY INTENDED TO READ AS: E~STERLY 7.~ FEET ()F THE WESTERLY l82.~ FEET Of THE SOUTH 022 FEET OF' THE WEST HALF or 'III~ SOUlH HALF 0' SOUTHWEST OUARTEA OF SOU1H~ST QUARTER OF SECTION 10 RECORDING NO.l 33401 ... 0 (COVERS PORnON Of' PROPERTY HEREIN DESCRIBED AND OTHER PROPERTY) G EASEMENT AND THE TERMS AND CONDIMNS THEREOf', PURPOSE: NOT DISCLOSED AREA AF'FECTED: E"STERL Y 7,e, FEET or n-IE M::ST'ERLY 182,5 F££f Of' THE SOUTH 622 FEET Of' THE WEST HALF OF' THE SOUTH HALF OF' SOUTHWEST QUARTEA OF sournWEST QUARTER OF' SECTION 10 RECORDING NO.: 3382741 @ EASEMENT AND 1HE 1'£RMS ANI) CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTEO: RfCOROINC NO., (COVERS LOTS 3 AND 4 01' SSP) PUGET SOUNO POWER de LIGHT COMPANY ELEcmlC POLE UNE !)VSTEtd 7,5 FOOT STRIP, AS D~SCRIBED THEREIN AND AS OELIN~A TED ON THE F' ACE OF' THE 851' 3436388 @ EASEMENT AND THE TERMS AND CONDmONS THEREOf', PURPOSE: AREA AmCTED: RECORDING NO.1 R().OJ;)WAY ,~ FOOT STRIFI AI.ONO lHE NORTHERLY PART OF' THE ~ST 51DE OF' EAST HALF' OF 'f1.lE SOUTH HALF or 1HE YlEST HALF' OF' THE EAST HALF OF THE SOUTltWEST QUARTER ()t THE SOUTH~ST QUARTER Of' SEcnON 10, HOWEVER, THE DESCRtPllON CONTAINED THEREIN IS NOT SUF'FICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBEO 3451531 @ EASEMENT AND 1HE TERMS AND CONOlnONS THEREOF': GRANTEE: PACIFIC NORTHWEST SELL TELEPHONE COMPANY PURPOSE: AERIAL WRES, CABLE. FlxnJRES ANO APPURTENANCES AREA AFFECTEC, POR~ON OF THE NORTH 10 FEET OF THE SOUTH 7.4 FEET AS DESCRIBED THEREtN AND AS DELINEATED ON THE F' ACE OF THE BSP RECORDINO NO.: 35075606, AS AMENDEO UNDER RECORDING NO. 841121dl6J @ EASEMENT AND THE TERMS AND CONDI'TIDNS THEREOF': GRAHlEEt PACIFlC NORTHWEST BELL TELEPH(:t4E COMPANY PURPOSE, AERIAL ",RES, CABLE, FIXTURES AND APPURTENANCES AREA AFF'ECTEDI PORTION OF THE EAST 260 FEET OF THE SOUTH 436 FEEf OF' THE \\EST 716.38 FEET OF THE SOUTHWEST QUARTER Of' THE SOUTHWEST QUARTER Of SEClION 10 RECORDING NO.: J575607, AS AMENDED UNDER RECORDING NO. 5S28~24 o EASEMENT AND THE TERMS AND CONDIl'IONS THEREOF: GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY PURPOSE, AERIAL WIRES, CABLE. FlxnJRES AND APPURTENANCES AREA AFFECTED: I'oIMTH 15$ F'EET OF' THE SOUTH 200 FEET of" THE EAST 142.12 FEET OF THE WEST "'2.12 FEET Of' THE WEST 466.38 FEET OF THE WEST HALF OF' THE SOUTHWEST (JUARTER Of THE SOUTHwtST QUARTER OF se:cnON AND THE NORn.l 10 FE£T OF THE SOUTH 74 FEET Of' THE EAST 70 FEET OF' THE MST 4$6.38 FEET or THE ~ST HALF OF' THE SOUlHWEST QUARTER OF' THE SOUTHWEST QUARTER OF' SECTION 10 DISCLOSED BY RECORDING NO,) 361~6oa, AS MOOlnEO BY RECORDING NO. B411210162 17, EASEMENT ANO 1HE TERMS AND CONDITIONS THEREOFr PURPOSE:: AREA AFFECTED: RECOFlDlNG NO.: ROAD THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN Tl-tE PROPERTY HEREIN DESCRIBED 4572515 TWP 23N, 5E, W.M. @ EAS£MENT AND THE TERMS AND CONDInONS THEREOf'i PURPOSE, INGRESS AND EMESS AREA AmCTED: 1& mOT STRiP. 1HE CENT£R UN~ GF IIHI'CH IS DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNEfI OF StCTlON 10J THENCE SOUTH 88'02'43" EAST 821.38 FEETi lHENC£ NORTH 00'17'32- WEST 30 FUT TO POINT OF BEGINNING; TH£NCE NORlH 00'17'32" WEST 626.76 FEET TO THE NORlH LINE OF' THE SUBOII,1SION RECORDING NO.: 4643925 AND 4646881 Q RIGHT TO MAKE NECESSARY SLOPES FOR OUTS OR F1LLS UPON THE \:./ LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY OEED RECORDED UNDER RECORDING NO. 0790005. ® EASEt.lENT AND THE TERMS ANI> CONDlTIONS 'THEREOF': GRANTEE: PURPOSE: AREA AFFECTED: KING COUNTY UTILITIES SOUlH 3 FEET OF PACPERTY HEREIN DESCRIBED AND INCLUOES OTHER PROPERTY RECORQING NO.: 5790531 ® EASEMENT AND THE TERMS AND CONomOtjS 1HEREOF': GRANTEE: PACtF1C NORlH'M!ST BELL PURPOS£: AREA AF'F'ECTEO: RECORDING NO.: TELEPH'DNE COMPANY UNDERGROUND COMMUNICAnON LINES. CONDUIT AND T£lEPHONE FlOLE SYSTEM THAT P<)RllON OF n.lE SOUTH HJ FEET OF PROPERTY HEREIN OESCAIBEO THAT LIES WESTERLY OF LOT 2 OF THE BSP 83032209B4 o EASEMENT AND THE TERIAS ANO CONDnlONS THEREOf: GRANTEEl PURPOSE: AREA AmClED: RECORDING NO,: CHY Of' RENTON SANITARY SEYlER SYSTEM SOUTHERLY PORT1ON AS DESCRIBED THEREIN ANO AS OELINEATED ON THE ATTACHeD EXHIBIT AND ON THE FACE OF' THE BSP 8706301321 AND 810728184e 23. CovtNANTS, CONDITIONS AND AESlRlCTlON IMPOSED BY INSmulAENT RECORDED ON MAY 16. 1963 ANO Rf-RECORDED ON ..... LY 27. 1983. UNDER RECORDING NO, 8307271099, ARE-RECORDING 0' 83050160165. INCLUDING, BUT NOT UMITEO TO, RIGHl'S OR BENEf'lTS WHICH MAY BE OISCLOSED AFfECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. Q EASEMENTS WITH COVENANTS ANO RESTRICTIONS IMPOSED BY 'C:/ INSTRUMENT RECORDED ON ..... NE 30. 1962. UNOER RECORDINQ NO. 82003002' ..... AND AS "IAENDED UNDER RECORDING NOS. 8.l03020380 AND 9~11200306 (A RE-RfCORDING OF 94091206e~), AND 9605240990, 20. RIGHT TO ENTER THE LAND GRANTED TO ~ACIrIC NORTHv.tST BELL TELEPHONE COMPANY FOR l'HE PURPOSE ro PLAC£, CONSTRUCT. MAINTAIN. INSPECT. RECONSTRUCT. REPAIR, REPLACE. REMOVE AND t<E£P oeSTACLES CLEAR mOM THE UNDEf:iOROUND COMMUNICAl'ION LINES AND ABOVE GROUND TELEPHONE EQUIPMENT AND CABINETS CONSTRUCTED ON PROPERTY ADJOINING TO THE NORTH BY EASEMENT RECORDED UNDER KING COUNTY RECORDING NO, 890J201024, @ EASEMENT AND n.lE TERMS ANO CONOITlONS THEREOF: GRANTEE, PURPOSE: AREA "meTED: RECOROING NO,: CITY OF RENTON pueuc WATER SYSTEM 15 FOOT STRIP AS DESCRIBEO THEREIN AND AS DELINEATED ON THE ATTACHED EXHIBIT 9001170372 27. EASEMENT AND THE TERMS AND CONDITIONS lHEREOF't GRANTEE! PURPOSE: AREA AF'F':E:CTED: RECOROING NO.! PUGET j,OUND POWER &: LIGHT COMPANY. A WASHINGTON CORPORATION UNDERGROUND ElECmlC COMPANY 10 FOOT STRIP AS CONSTRUC'TEO OR TO BE CONS'rRUC'YED, EXTENOOD OR RELOCATED, HO\\EVER, THE DESCRIP'nON CONTAINED THEREIN IS NOT SUF'FlClENT TO DETE~t.tINE ITS EXACT LOCATION WITHIN THE PROPERlY HEREIN DESCRIBED 94110401~19 @ EASEt.lENT AND lHE TERMS AND CONDITIONS THEREOF': PURPOSE: AREA AFFECTED: RECOrmlNG NO,: GAS PIPEUNE(S) SYSTEM WEST 10 F'EET (DELINEATED ON THE FACE or THE BSP) 9 .... 120M·~25 @ EASEMENT AND THE TERMS AND CONDITION S THEREOF': GRANlEE: PURPOSE: AREA AF'F'ECTEO: RECORDING NO.: City OF RENTON PUBLIC U~LlnES (INCWD1NG WATER, WASTEWATER, AND SURF"ACE WAltR) AS DESCRIBED ON PAGES I AND 2 OF EXHIBIT "A!O THERETO AND AS DELINEATED ON THE ATTACHED EXHIBIT 960112rnlOG (§) EASEMENT AND mE TERMS AND CONDlnONS THEAEOF': GRANTEE' PURPOSE: AREA AFFECTED. OISCLOSED BY RECORDING NO,: CIlY OF REN~ SEYlER SYSTEM AS OESC'RIBED ON PAGE 3 OF EXHIBIT "A" THERETO AND AS OfLINEATED ON THE ATTACHED E><HIBIT 9601120806 31. AGREEMENT AND lHE TERMS AND CONDITIONS THEREOF': RECORDED: RECORDING NO.: REGARDING: JUNE 11, 1997 9706111127 DRAINAGE EASEMENT AND MAIN'IDUINCE ACREEMENT @ AGREEMENT AND THE llRMS AND CONDITIONS lHEREOF': RECORDEO: MARCH ", 196B R£CORt)ING NO.: 8803311185 REGARDING: RECIPROCAL SlOPE EASEMENTS @ AGREEI>.4ENT AND THE TERMS AND CONDITIONS THEREOF~ RECOROEO: MARCH 31, 1988 RECORDING NO.! 88033111186 REGARDING: 15 FOOT WATER LINE EASEMENT 34. COVENANTS. CONDIllONS AND RESTRICTIONS IMPOSEO BY INSTRUMENT RECOROEO ON JUNE l!5o, 199~. UNDER RECORDING NO. 9e06I~a5~. INCLUDING. aUT NOT UMITED TO, RIGHTS OR BENEFlTS Yn1ICH MAY BE DISCLOSED AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHE:OULE. A • .le. NonCE Of AGREEMENT TO SHARE COSTS OF' OF'r-SlTE STORM SEWER SYSTEM IMPOSED BY INSTRUMENT RECORDED ON JUNE 7, 1990, UNDER RECORDING NO. 9006070627. 36. ORDINANCE AND THE TERMS AND CONDlnONS THEREOf: RECORDEDl RECORDING NO.: REGARDING: ..uNE 21. 1996 960&21oge6 ASSESSMt:NT DISTRICT F'OR SANITARY SEWER $[R\1CE , ~ « Ii~ II N,E. 4TH STREET; I ,I (S,E, 1281f1!.'l GREENWOOO~V CEMETERY '--. g ~ ~ SITE ~~ MAPLEWOOD I,...J GOLF COURSE ~O~O 16 I1r\ VICINITY MAP \.!i/ NOT TO SCALE LEGEND, AIC ASPHALTlCjCONCRf:TE ADS ADVANCE DRAINAGt SYSTEM CB CATCH BASIN 6"C,C, CONCRETE CURB 12"C,G. CONCRETE GUTTER S'C.L,r. CHAIN LINK FENCE Ct.lP CORRUGATEO METAL PIPE S"C.R, W. CONCRETE RETAINING WALL 14'OEC. DECIDUOUS TREE 6"E,C,C, EXTRUDED CONCRETE CURB EC ELECTRICAL CONDUIT (UNDERGROUND) EM ELECTRICAL METER EHH ELECTRICAL HANDHOLE ET ELECTRICAL TRANS,ORMER IN ELEcmlCAL VAULT FH FIRE HVORANT G GAS MAIN OR UNE GV GAS VALVE 6 HANDICAP PARKING STALL LP LIGHT POLE (p) PAINTED LOCATION P-(o/H) PO."R UNE (OVERHEAD) P,S. PARKING STALL (RECULAR) PVC POLYVINYL. CHLORIOE (R) RECORD DATA OR LOCATION r J ROCKERY RD ROOF DRAIN so STORM DRAIN SDMH STORM DRAIN MANHOLE SL STREET UGHT S5 SANITARy SEYf'EA SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE TC TELEPHONE COl'mutT (UNDERGROUND) TMH T£LEPHONE MANHOLE T-(O/H) TELEPHONE UNE (OVERHEAD) 15 TELEPHONE SENTRY TV-(O/H) CABLE TELEVISION LINE (O'-tRHEAD) (TW) TOP OF WALL UP UTILITY POLE W WATER MAIN OR UNE 'Mot wATER METER 'MdH . WATER MANHOlE WV WATER VAL'vE YL YARD LIGHT UTILITY PRO'ADER: SANrrARY SE'tttRS, STORM DRAINAGE &: WATER: CITY OF RENTON DEVELOPMENT SERIJICES IO~~ S. GRADY WAY RENTON. WA. 980rs5 425-430-7200 POWER & NATURAL OAS; PUGET SOUND ENEftGY MUNICIPAL LAND PLANNING 810 MERCER STREET SEATTLE, WA. 98109 1-800-CALlPSE 206-22"'-2120 TELEPHONE: QWEST LOA GROUP P.O. BOX 625001 lITnETON, COLORADO 80162 1-800-5026-.l557 ZONING AGENCY: OTY OF RENTON DEVELOPMENl SERVICES 10M S, GRADY WAY RENTON, WA. 980~5 425-430-7200 DEVELOPME C/TYOF~~¥6%NING I" ., " 1+++++++++4- >- ~ 0:: ::J (f) o I Q.. « 0:: o o Q.. o f-- • o ~V) 0:: .~ (f)~ <':>0:: Z:; -V) J: 0 0 I-Z -<{ J: _I .-1 J:5 (f)U ::::J m • o z w a:::: ~ (J) >-« ~ w LL « (J) <C z o z :::J r-' (j) Lt..J Z z o c-o Z I V) <{ " drawll by chll<:k~d by KJY / Ji\L JJM ,;cOJia dnle Job no 20017U4.()j 3 AUG 19 20U5 ~ RECEIVt::D ~L __ ~ __________________ --__ --____________________ --____________________________ --____________________ --__ --------______________________________ ~~~ __ Jb~1~~'~). J @IO;,\ of /. 13 l'-JZ>1I 3b '·8" J;--+--' --.. --------c··--·· 4" o o ___ . __ -,,11...:.'-11," __ .. ___ F-----... --.. 12'-1~:'.. __ ._ T-111 ~~-'cct'-- EQUAL~'f-~ -=EQUAL . b'.' Q "!;lL , SLAB PLAN -'~-n=1'-0" 310'.811 E o 4'·!Z> 112" 13'-0 112" ")'-4" RO. ---·---~r~----~~ FLOOR PLAN ALL DIMENSION5 ARE TO FACE OF 5TUD OR CMU, (F.o.S. -F.o.C), EXCEPT FOR COUNTER TOP DIMENSIONS. COUNTER TOP DIMENSIONS 51-10WN ON PLAN ARE TAKEN FROM FACE OF FINISI-IED WALL. CEILING PLAN '-'4 II =1'_G2''' o o --... --------.-. --_._--.,/--.,/ II' -II" ----_ .... _._._-- .' I'; .' . . ;-;-, , 't..) ., •• · .... Is '.' '-bit 10 112" -IR1H---=:-+f-::--JIt-S o 112" TYP. ON ALL SIDES t<1 , "' ~ I (j,), , , -, '<t! 31 Q , ~ , 114" : 1'-lZ'1I SLOPE 33 • '--tQ ~ I 1 ------ 00 1 iil \ ~ w \ .. It [ I I WALl) 114" : 1'-011 6LOPE I I ~~~===-== .. ====.=-===.-=-====~§\===3=2===~=~======r===t===-==-===-==-===/======~~ 13'-~ 112" j ROOF PLAN NOTE o 5EE A-2 FOR DOOR 5CI-IEDULE o 5EE A-2 FOR FRAMING AND GLAZING INFORMATION OSEE SI-IEET A-2 FOR EQUIPMENT PLAN ( SCI-IEDULE. ROOM FINISH SCHEDULE 2'_1" ---.---"" ----. I W/ MECI-I. LEGEND o FIXTURE LAY IN FLUORESCENT FIXTURE -PER ELECTRICAL DRAWINGS MECI-IANICAL SUPPLY GRILLES -PER MECI-IANICAL DRAWING6 (WALL MOUNTED IN ELEC. ROOM) MECI-IANICAL RETURN GRILLE -PER MECI-IANICAL DRAWING6 (WALL MOUNTED IN ELEC. ROOM) EXIT SIGN -PER ELI"CTRICAL DRAWINGS EMERGENCY LIGl-lmlG -PER ELECTRICAL DRAWINGS SECURITY SYSTEM CAMERA -PER ELECTRICAL DRAWINGS RESTROOM e:XI-lAU5r FAN -Pe:R Me:CI-lANICAL DRAWINGS I-IVAC TI-IERMOSTAT -PER MECI-IANICAL DRAWINGS ROOM NO. FLOOR WALL COVE BIISE CEl.ING 100 SALE& 101 ARMSTRONG 5T ANDARD EXCELON 12"XI2" viNYL COMP051TION TILE, liB". coLOR &1,,2"l 5ANDY BEACI-I OR &113&13 SAND RIFT WI-IITE. SURFACE LEVELING COMPOUND REQUIRED TO PREPARE FLOOR SAME A& 100 PAINTED (WI-IITE), SEMI-GL06S GYPSUM BOARD FULL I-IE IGI-IT PAINTED (WI-IITE), SEMI-GLOSS GYPSUM BOARD FULL I-IEIGI-H CEILING, U&G INTERIORS "3210-STIPPLE WI-IITE", VINYL FACED, NONPERFORATED. 24I1x48"xl", SUSPENSION SYSTEM, US GYFSUM DX I&/I~", AL T, ARMSTRONG "FRELUDE ", I&/I~ ". SAME A& 100 F.RP. (WI-IITE) FULL I-IEIGI-IT ON GYPSUM 60ARD 103 RE&T I'<OOH SAME Ae, 100 ".R.P. (WI-IITE) FULL I-IEIGI-IT ON MOl5TURE RESISTANT GYPSUM 60ARD 4" 6LACK CONTINUOUS VINYL COVE BASE, ARMSTRONG OR EQUAL 104 ELEC. ROOM SEALED CONCRETE WITI-I SMOOTI-I TROWELED FINISI-I PAINTED (WI-IITE). SEMI-GLOSS GYFSUM BOARD FULL I-IEIGI-IT I &EMI-GLOSS GYP&UM 60ARD ADA NOTES: I. DOOR I-IARDWARE AT TI-IE EXIT DOOR SI-IALL ALLOW DOOR TO 6E OPENED FROM TI-IE IN51DE WITI-IOUT A KEY, 5PECIAL KNOWLEDGE OR EFFORT. BOTI-I TI-IE OEAD BOLT AND LATCI-I MUST RETRACT WITI-l A SINGLE-I-IAND MOTION 2. Ti-iRESI-lOLD5 AND FLOOR 5URFACE TRAN51TION5 SI-IALL BE 112" I-IIGI-I ., 201 SLOPE MAXIMUM. 3. MAXIMUM DOOR OPENING EFFORT5 BI-IALL BE 13.& LB5. AT EXTERIOR. 5 LBS. AT INTERIOR AND 15 LBS. AT FIRE DOORS. 4. ALL DOOR5 51-1ALL BE EQUIFPED WITI-I 5INGLE-EFFORT, NON-GRA5P I-IARDWARE (I.E. LEVER) CENTERED BETWEEN 30" AND 44" ABOVE TI-IE FLOOR, 5. SWITCI-IESI CONTROLS/ TI-IERMOSTATS 51-1ALL BE INSTALLED MAXIMUM 413" ABOvE FLOOR. ~. RECEPTACLE OUTLETS 51-1ALL BE INSTALLED AT LEA5T 15" ABOVE FLOOR. l. IN5TALL AT LEA5T (I) ONE FIRE EXTINGUI5I-1ER. B. CONTRACTOR 51-1ALL PROVIDE SIGNAGE AT TI-IE EMERGENCY SI-IUT OFF 5WITCI-I DI5TINCTL Y LABELED AS "EMERGENCY FUEL SI-IUTDOWN". 51GNS 51-1ALL BE VI51BLE AT TI-IE PUMP 15LAND IN APPROVED LOCATIONS. 5EE AI, ADA NOTE5. "l. PROviDE ±B0" I-IEADROOM TO ALL OVERI-IANGING OB5TRUCTIONS ALONG ANY PERDESTRIAN WALKWAYS. KEY NOTES 0 ITEM FURN. INST. NO, BY, BY, GC' GENERAL CONTRACTOR O.OTI-IER N.I.C .• NOT IN CONTRACT 5W,5AFEWAY I. 2. 3. 4. &. 1. 8. "l. Ie>. II. 12. 13. 14. 15. I~. 11. lB. l"l. 24. GC GC Ii:>" BOLLARD (TYPICAL OF 8) -5EE DETAIL 12I5A-2.1 GC GC GC GC 6C GC GC GlC GC 6C GC GC GC SW GC GC GC CiC GC GC e.C GC GC WATER CLOSET DRAIN -SEE PLUMBING DUIGS. FOR --····--ADDIT·!O'IAL INFORMATION. GC FLOOR 51NK I DRAIN I CLEANOUT -5EE PLUMBING DRAWING5 FOR ADDITIONAL INFORMATION. GC ELECTRICAL STUB UP AREA FOR ALL UNDER GROUND CONDUIT. 5EE ELECTRICAL 51-1EET5 FOR MORE INFORMATION. GC 150LATION/EXPAN610N CONTROL JOINT AT BUILDING PERIMETER -5EE DETAIL liIA-&. GC MET AL T,6. COLUMNS PER 5TRUCTURAL DRAWING5. GC 5AFE LOCATION -BOLT TO CONCRETE FLOOR PER MANUFACTURE REQUIREMENTS. GC RECE55ED SLAB AT RE5TROOM AREA -5LOPE TO FLOOR DRAIN. SEE PLUMBING DRAWINGS. GC CONCRETE FLOOR 5LAB ON ~ MIL. vAPOR BARRIER -SEE STRUCTURAL DRAWING5 FOR REINFORCING AND TI-IICKNES5 SEE CIVIL DUIGS. FOR ELEVATION OF 5LAB. GC FOOTING LINE (DASI-IED) -5EE STRUCTURAL DRAWINGS FOR DEPTI-I AND TI-IICKNESS. GC ROOF DRAIN LEADER LINE -CONNECT TO ON SITE STORM DRAIN SYSTEM. DAYLIGI-IT OVERFLOW DRAIN LEADER LINE, IF ALLOWED B,( LOCAL CODES. SEE CIVIL DUlG5 FOR STORM DRAIN TIE-IN LOCATION. 6C 4x8xle. 5PLlT -FACE CONCRETE MASONRY UNITS (CONCRETE 51LL CAP NOT SI-lOWN FOR CLARITY) -SEE WALL SECTION5 AND DETAILS. GC ADA COMPLIANT ALUMINUM TI-IRESI-IOLD -v," MAX. I-IE I"'I-IT. GC PROVIDE LEVEL CONCRETE PAD WITI-I 1012 SLOPE AT APPROACI-I (1012 FLARES" SIDES) PER ADA. VERIFY CI-IANGE IN ELEVATION WITI-l CIVIL PLAN5 (PROviDE NON-SKID SURFACE). GC ~" MTL. 5TUD PLUMBINGI ELECTRICAL WALL. 6C GC GC GC GC GC GC GiC 6C ~'-0" 3·COMPARTMENT 51NK • DIVIDER5 TO 113" ABOVE TI-IE SURFACE. VERIFY MODEL WI SAFEWAY. 5EE FINISI-l 5CI-IEDULE FOR FLOOR FINISI-I. ELECTRICAL SERVICE METER -SEE ELECTRICAL DRAWING5. ~"CONDUIT UNDER SLAB FOR FOUNTAIN DRINK LINES. PROviDE TUKl 45' BEND5 ., DROPS. DO NOT USE ~0' BENDS. START CEILING GRID AS DIMENSIONED. SUPPORT PER DETAIL 2IA-1. E.I.F.S. SOFFIT TO MATCI-I ADJACENT WALL COLOR ( TEXTURE. GYPSUM BOARD CEILlN6 BELOW METAL ROOF JOISTS. 13' FLUORE5CENT LlGI-IT INSERT IN 50FFIT -5EE ELECTRICAL DUIGS. AND DETAIL INDICATED. 2'x4' PLEXIGLASS PANEL IN GRID -SECURITY CAMERA ABOVE -SEE ELECTRICAL FOR ADDITIONAL INFORMATION. 25. GlC GC 2'x4' SU5PENDED CEILING -SEE DETAIL 2IA-1 FOR BRACING. MOP SINK -5EE PLUMBING SI-IEETS FOR ADDITIONAL INFORMATION. 2~. C;C GC n GlC GC 213. GC GC 2"l. C,C GC 30. GC 6C 31. GC GC 32. 33. GC GC 34. GC GC 35. <1IC GC EXTERIOR INSULATED FINISI-I SYSTEM (E.lF.S) APPLIED TO PL YUKlOD SI-IEATI-IING -SEE EXTERIOR COLOR 5CI-IEDULE FOR COLOR ON SI-IEET A-3. FLUORE5CENT LIGI-IT FIXTURE -MOUNT TO CEILING. INTERIOR MTL SILL TRIM -DA51-1ED LINE INDICATES FINI51-1ED WALL BELOW. SEE WINDOW DETAILS. TOP OF PARAPET WALL FLASI-IIN6 -SLOPE BACK TOWARD5 ROOF PER DETAIL INDICATED. CANT 5TRIP -SEE ROOF DETAILS. BUILDING PERIMETER BELOW. RESTROOM EXI-IAUST VENT ROOF PENETRATION PER MECI-lANICAL DRAWINGS. ROOF vALLEY. PLUMBING VENT -5EE PLUMBING DRAWING5. 3~. GC GC 3 PLY CLAS5 "A" BUILT-UP ROOF ON RIGID IN5ULATION TAPERED TO ROOF DRAIN SUMP. 31. GC GiC FORM CRICKET WITI-I RIGID INSULATION AT UPI-lILL SIDE MEC~ANICAL CURB. 313. <1IC GC ROOF I-lATCI-I (APPROX. LOCATION). vERIFY WI STRUCTURAL ( AS REQUIRED BY LADDER POSITION IN KIOSK. GC TO FURN.4 INSTALL LADDER PER DETAILS ON 51-1EET A-1. 3"l. <1IC "'C ROOF TOP I-IEAT pUMP -SET ON ROOF CURB PER MANUFACTURER. 40. 5W SW COUNTER TOP AND SI-IELVING BELOW (SI-IADED AREA) -5EE INTERIOR ELEVATIONS ON SI-IEET A-4 AND DETAIL5 ON A-B. GC TO U5E I.S.S. CASEUKlRK CONTRACTOR. 41. lOW SW B"xI2" OPENING FOR TRASI-I CAN BELOW. 42. GC GC 4'xB'x3/4" PLYWOOD TELEPI-IONE I INTERCOM BOARD - PAINT TO MATCI-l WALL COLOR. 43. GC GC 1-I05E BIB -5EE PLUMBING DRAWING5. 44. GlC GC I-IOT WATER TANK -SEE 51A-1 AND PLUMBING 5I-1EET5. 45. c;.c GC TWO I" CONDUITS FROM POS TO BACK ROOM BACKER BOARD. PROviDE TWO 4&' BENDS" DROPS. DO NOT USE '!I0' BENP5. 4~. 5W 5W COUNTER GATE -SEE DOOR 5CI-IEDULE. 41. SW 0 3"l"X3"l"~" RECESS IN SLAB FOR ENTRANCE SYSTEM (FOR SNOW CONDITION AREAS ONLY). GiC TO RECE5S 5LAB. 5E& MANUFACTURER FOR ACTUAL5IZE. PMENl PLAI'lNIi'l OEVra<fv OF HENTON ISSUED DATE, 08-08-05 .. II) z,....: II) O(/) 0 f-to «:r: (j) Of-O~ « ..J 3 w f-z • o z woo '0 f-of"') z a:~ w a. e::: SHEET, A-1 JOB NO. 105004 STORE NUMBER, 1468 . ',,; , ....k .~:--.. ~._.I / / n FRONT ELEV A TION , I . . '. I :.' '1 I . -"~ '1' I' ··· .. l_~I~~'-·e~~-~~~=t~=~~=-=·=:=~~~ ~-~--~'. .... " . , ... ' . _......-'---.-": . ....:.... ~'----'tik~ _._ .... I.' , "' ... / \ / \ \ / \ / 'l I TYF BACK ELEVATION ~OPP, " J __ ~~AND ,------ 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 I I 1100 I SALES I I I I .' I , ______ J I , ______ J @ BUILDING SECTION TYP 1.3 TYP 2 TYP TYP N , ill oJ) , t ~I :ti I I ...... '--'" " .310:-----1.'"" ,-\1 . :":, . 12 G " , : " , ' -r--ro-----i-.~~_:_. -.~ ~,~ "7"".~'~ ~ ~;~,:-~.~ -~ ~ ~ -.~ •. ~ :-:-'-"~>-.~'~:--'~ -.:-'~~. , 18 ... '-.' . " , " " ... ' . '. -:-- --, --" " , . -'--.• --_.,"''''' ,-,",'n_ ----, TYP . '. " " . .... ', .. .'.' r~-, . 'I ' . ·1 TYP 2 . .', .. o~ . :' .. LEFT ELEVATION 1100 10 4 .3.3 1IIIIIIffi!lllillliOO!lfum 4 .: 1'1 I . I I . 12 .• <.~~~~_.ic:~~ =~~L -c:~J,-.~--__ ~_~ _~1._ , .... ' ... -~_~,.~ '<. ~~,~ . ~',. ': =.: -c:' :c' ] <~~ ~_;r~:=\=~ ~ >_='~:o __ . -'." ~ ---~ -. --- - ---. 14 • ',-:;' "! TYP 10 TYF I',·-L .·· '. I: " ...J' ... T: . RIGHT ELEVATION TYP '1-------.--------.-.~---j TYP 11@41 ELEC. ROOM @ BUILDING SECTION 1102 1 WORK ROOM ", " "', .' . , . .' 1 '. . . r i"i l -.----:-:-'-~--;-------,,-.'-----':' ~. ~ --=--: ----=------'---.-----: -'----;--,---':,-'-. ~: ~ --:-~. ~ ~ ~: I~J / ------, , / \ / ---~ ........ -j,--,,-.:"~ •. -.,-., -- , - --~--, 1102 I CASHIER 7------ @j-i .' .-r....:..,-., . I. 'I~'_'-c 1 I L -,-_.J\:}' -e- TYP SLOPE " ,'" -;. -, '" -'::, .. ':':' :,':.' "'-:'-'-' ,':,':: , .~ __ , __ ",_ " .. _~.~~._ .... ~~_ •• _____ .,' ,."~_~',---,,':',_" ""-'------_ .... , ~''_ _.,,"_ .,_ .. c'"'-••• ,,_,.:.....,_ ~ SALES , "" IE> '0'-':- Q , -t--( I TYP 1.3 TYP I TYP .36 , '11----+--1 KEY NOTES 0 ITEM FURN, NO, BY, I. "'C 2. a.C 4. e;c a.C e;c 1. e;c e. e;c e;C I@. e;c II. e;c II. e;c 13. a.C 14. GC 1&. e;c I", . e;c 1'1. e;c lB. GlC 1'3. e;c e;c 11. GC e;c GlC 14 GC e;c ;1 e;c 1100 (3C 2'3. e;c 30. (3C 31. GC 32. e;c 3.3. a.c 34. (3C 313. (3C 40.. (3C INST. BY, e;c e;c GlC e;c GC a.C GC GC GC a.C e;c e;c GC e;c e;c (3C e;c e;c GC GC GC GC GC GC e;c GC (3C e;c. e;ENERAL CONTRACTOR O,OTHER N1C. ' NOT IN CONTRACT SW.SAFEWAY EXTERIOR INSULATION FINleH SyeTEM (E.I.F.e.!, PAINT 1"-1. SEE SCHEDULE ON THle eHEET. PRE-CAST CONCRETE SILL -€leE 6/A-b, COLOR poE>. SEE SCHEDULE ON THIS SHEET. 4x8xl6 SPLIT-FACE CONCRETE MASONRY UNITS -P-3. e;ALVANIZED SHEET METAL cAP FLAeHINe;, PAINT P-4. SEE ecHEDULE ON THle SHEET . PROviDE HOSE BIB PER PLUMBINGI DRAWIN"'S, ROOF TOP HEAT PUMP -SET ON ROOF CURB PER MANUFACTURER. sEe ROOF PLAN AND MECHANICAL SHeETS FOR ADDITIONAL INFORMATION. FAINT TO MATCH E.I.F.S. ALUMINUM BLINDe. SLOPE CONCRETE UP TO STORE FRONT ENTRANCE - SEE SLAB PLAN FOR ADDITIONAL INFORMATION. BOLLARD -SEE DETAIL 12/SA-2.1 ALUMINUM AND GLASS STOREFRONT SYSTEM· 1"-2. SEE SCHEDULE ON THIS SHEET. AspHAL T PAVING -SEE CIVIL DRAWING5 FOR ADDITIONAL INFORMATION. LINE OF ROOF BEHIND PARAPET -SLOPE TO DRAIN - SEE ROOF PLAN. FLUORESCENT LlGHTINe; IN SOFFIT -SEE REFLECTED CEILINe; PLAN ON SHEET A-I FOR ADDITIONAL INFORMATION. REvEAL PER ElF.S. MANUFACTURER'S STANDARD REQUIREMENTS. EMERc>ENCY PUMP SHUTOFF -SEE FUELING. AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION, LOCATE PER LOCAL CODE. 5TRUCTURAL MEM6ER(5) -SEE 5TRUCTURAL DlJ.l:;,S. TWO I" CONDUITS FROM POS TO ElACK ROOM 6ACKER ElOARD. ROOF TOP CONDENseR -SET ON CUREI FER MANF, ELECTRICAL METER ElOX • RECE5S MOUNT IN WALL - SEE ELECTRICAL DRAWINe;s FOR ADDITIONAL INFORMATION. MIN. 3" RI(3ID INSULATION (R-21)-SLOPE TO DRAIN. METAL ROOF JOISTS -SEE STRUCTURAL DRAWINGS. PROVIDE J-60X FOR FUTURE EQUIPMENT -SEE ELECTRICAL DRAWINGS. GYPSUM 60ARD. RUN b" ABOVE SUSPENDED CEILING GRID. SUSPENDED CEILING (3RID. ROOF DRAIN AND LEADER LINE -CONNECT TO ON SITE STORM DI'<AIN SYSTEM. DAYLIGHT OVER FLOW AS S40Wl~ ON ELEVATIONS. E'_"CTRICAI.. STue· UP. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. "COW TONGUE" DAYLI(3HT DOWNSPOUT -PROTRUDE 2" BEYOND FACE OF BUILDING . METAL STUD WALL WITH SPLIT-FACE CMU -P-3. CONCRETE SLAB UNDER CANOPY. SEE SITE PLANS FOR ADDITIONAL INFORMATION. CONCRETE FLOOR SLAEI AND 6ASE COURSE PER STRUCTURAL DRAWINc;,S. (3C FOOTINe; AND CONTINUOUS PERFORATED DF<AIN TILE. GC INTERIOR MET AI.. STUD PARTITION WITH e;ypSUM 60ARD PER ROOM FINISH SCHEDULE. GC ROOF TOP RESTROOM EXHAUST VENT -SET ON ROOF CUR6 PER MANUFACTURER. SEE ROOF PLAN AND MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. PAINT TO MATC4 E.lF.S. (3C ASF4AL T PAvINe; FER CIVIL PLANS I DETAILS. GC OPTIONAL LOCATION FOR EMERc>ENCY PUMP SHUTOFF -SEE FUELIN(3 AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION, LOCATE PEl'< LOCAL CODE, GC R-I2> 6ATT INSULATION PER SPECIFICATIONS e;c ELECTRICAL ROOM DOORS -PAINT 1"-1. SEE DOOR SCHEDULE ON SHEET A-2. GC b" PVC CONDUIT FOR SODA LINES· SEE FLOOR PLAN. e;c COORDINATE ALL SI(3NAe;E AND DECAL LOCATIONS WITH SAFE WAY FRIOR TO INSTALLATION. c;,C SUPPL l' I RETURN (3RILLE AND REQUIRED FRAME _ DUCT WORK NOT SHOlLN FOI'< CLARITY. AUG I 9 2005 EXTERIOR COLOR SCHEDULE P·I (E.lF-S. COLOR) MATCH EXISTINe; SAFEWAY STORE P-2 1"-2> P-4 ( ALUM. STOF<EFNT. 51'5. COLOR) MATCH EXISTIN(3 SAFEWAY STORE (SPLIT FACE CONC. COLOF<) MATCH EXISTINe; SAFEWAY STORE «3ALV. SHT. FLSH'e; COLOR) MATCH EXISTIN(3 SAFEWAY BTORE (pF<E-CAST CONC. 511..1.. COLOR) MATCH EXISTIN(3 SAFEWAY STORE SAFEWAY ISSUED DATE: 08-08-05 ..J ~I~ ~ '" D:l 0 :::> Z (f) L[) to II) If) 000 0 W I I I I < Cl)I"')NCO DON 0 a I I I I L[) to (D IX) 00 0 0 g~~~~f:J~1 SHEET: A-3 JOB NO. 105004 STORE NUMBER: 1468 I I ~ € ".~ , g on o ;::: .,; ::J U. I , .r--.... --_. _____ ~6'-~" CONCF<ETE SlAEl._. ____ _ Q*----4r-~~--~_+~*_--------~----------~~~~----~_+~--~~--~~~~--~~_,--,,~------~~----7 ~ r.-.... -.· .--:----.-.-I· ••. _--... :_ ........... _ ..... -~'T ' .......... ~ .. -. '." Q , 1·1. .... . ... @-l" "J I . r'l--::;i Lffi ... ·. . FSI. ~. T'f. F .. ' . . . . . b '-. ...:.-.,.-<. o:f. '_ ..' '1 r ' . .1 ~ F-~ . 11 I· .. ·· "1: -' r .... ...... . ..... .. ~I .' ~ . ," . .'J • ~·-I .. ',' I . , ' . " .' ....... ~ .. I. ~ .. . ...... 13.':' .... . . . If, • ' .. ~ .. :3 . , . '., . , .: . , ," . . " . ', ' . . . ," '1" . . . ", ", . 1 I 1 '1 1 I I n'f==~==~'~'~'~'~··~·~'~':'::'~I'~"~~~'·~:·".~'~~ •.. ~12~.~:~~~~~~~~~~.~.~~~~~~:~.~. ~.~·'~'~~~··~·~·~~~~~~~~~~~~ .. ~.~.~.~~~ ... ~·~I~'~---t --~~----------~~--~------~ 'i _---'1""3 '~-b,,-'_' --.f---.. 'i _______ __ ' _----!.ff-__ ----'13~'-b_" __ _________ ---"1"'""--'-"'-"''' CANOPY COLUMN --,---_. CANOPY PLAN '" " " FRONT CANOPY ELEVATION l __ , __ ~'--__ . .. ' I I i.J·L l I I f~'(-y ... '. ,"' . LEFT CANOPY ELEVATION ST-0"CANOP'f ----~~ -------- bOO NORTH 1/8" = . ' .. ~ .. '. ," "'11 '. • <'.' ..•.•.• ' .•....... ~ I-j: \ .J .'. ' .. ,q .'. " . , ..... ". " :. -', . 1i--"1I1l-_" .. -.___----.14 1 • liB" = 1'_0'; __ .J --[fl. liB" = 1"0" cj w .. J '. .... . . ,,: , '.' .... F ~ 1 i-J I'l 1 1 v-'( j NOTE ALL 5ITE, CANOPY AND KIOI?>K 51e.NAe.E: TO 6E OBTAINE:D UNDER SEPARATE PERMIT -AN'f SIe.N INFORMATION 51-10WN 15 FOR REFERENCE ON I.. Y. COORDINATE ALL PERMITS AND CONSTRUCTION WITI-I C.I?>. I?>Ie.NI?>, (tlOb-S4S-11O~'" P I 21O"'-163-~4"'1 F) CONTRACTOR TO veRIFY Al.l UTll.ITIE:S I?>UCI-I A5 POWER, SEWER, STORM. WATER AND TELEPI-IONE. WITI-I DEveLOPMENT CONTRACTOR. (IF REQUIRED) 0'UT6ID~ROJECT AREA AS SR~ -ON--e1TE-Pl:'Att SEE -CIVIt;:-'DF<AWING FOR ADDITIONAl. DEMOLITION REQUIRED FOR UTIl.ITIE5 TIE UP. In , . '.,. I ' i.J.L l I I I, --'(-) RIGHT CANOPY ELEVATION KEY NOTES o ITEM FURN. IN5T. e.C. e.ENERAL CONTRACTOR O.OTI-IER NO, 6'1', 6'1', R· RETAII.EF< 5W.5AFEWAY I. 5W 5W ILLUMINATED SAFEWA'f 51e.NAe.E PER CS 51e.NS, COl. OR, RED PANTONE 1032C. ~. 5UJ &UJ FASCIA, STUC-O-FLEX, COLOR TO r1ATCH 5AFEUJAY STOF<E. 3. BUJ BUJ SAFEUJA'f Loc,O PER CS SIe.NS, COLOR, RED PANTONE 1032C. 4. SUJ 5UJ DIESEL DI5PENI?>E:F<. ~. SUJ SUJ COLUMN CLADDINe. -PROVIDE: 6LOCKINe. AI?> REQUIRED ~, e.c e.c e.UARD POSTI?>. I?>EE DETAIL 12/FS-~. 1 e.C e.c SLOPE CONCRETE PER DETAIL INDICATED. e. e.C e.C FIRE EXTINe.UII?>I-IER ., EACI-I COLUMN UJITI-I A RATINe. OF NO lESS TI-IAN 2A-2106,C. MOUNT NO 1-I1e.I-IER TI-IAN ~4" A60VE FINISI-IED e.RADE. I PER COLUMN -PROVIDE 61.0CKINe. UNDER ClADDINe. AS REQUIRED . '0. SUJ e.c MUI. TI-PRODUCT DISPENSERS . NOT USED. II. SW e.c TRASI-I CAN UJI WINDOW WAI?>I-I SERVICE. SECURE WITI-I UNISTRUT IN51DE 6ASE ON e.ROUND . I~. SW 5W LINE OF CANOPY A60VE (HIDDEN I.INE). 10'. GC e.c CONCRETE DRIVE SlA6 -SEE 14 I 5A-2.2 i F5 SI-IEET5 FOR ADDITIONAL. INFORMATION . 14, e.C e.c KIOSK 6E'fOND -SEE ARCl-llTECTURAl PI.ANS AND EI.EVATIONS FOR ADDITIONAL INFORMATION. I". SW. SW b" RED DECAL ON ACM FA5CIA, COLOR, RED PANT ONE ~32C. lb. 5W e.C 5TRUCTURAl. STEEl. COLUMN -(COORDINATE WI BE5TUJORTI-I ROMMEl.! 5EE STRUCTURAl. SHEETS FOR ADDITIONAL INFORMATION. 5EE DETAIL.5 ON CSI. 11, SW e.C COORDINATE ALI.. SIe.NAc.E AND DECAL I.=ATIONS WITI-I SAFEWAY PRIOR TO INST AI.I.ATION. Ill, e.c e.c I" DIA EYE 60l TS. FOUR PER 6ANNER, SEE DETAIL. biAS. 1"1, 5W 5W TEMPORARY GRAND OPENINe. BANNER. 20. e.c GC DA'fL.lGI-IT DOUNSPOUT -PROTRUDE 2" 6EYOND FACE OF 6UILDINa.. COLOR INFORMATION P-I MATCI-I KOISK DR'fVIT COI.OR P-2 GAlV. SI-IT. FI.SI-I'e. -MATCI-I KIOSK P-3 WI-IITE -61-1ERWIN WILI.AMS "5W-2421 "AI.PINE WI-IITE" I I r .J.L_, I I ~--'(-y _ i7L 1/8" = 1'_0" ~0-" 2' -'all ..11'-",_" ---ttL; -0~ cj +--'1 w , / --, .. ,. .:-.' ... ' .. " ',' . . I~" )Oi-_ ~ ",.J __---'I -------- 11 I .. / '\ \ :'~ ~ II. .',,~ .. REAR CANOPY ELEVATION ,- " L :. :. .. . "lll'" .. i~ . ..J~.J"', . ~~" 3 11 w ~~ I XI1) -~ 1 , ,.iLl 1 I v-'(-) -!I Ii) , , .. '" Q , ~ DEVE! I IPMENT PLANNING cirY OF RENTO" ,AtJG 1 9 On-.-I'" L .... J P.EC'..:iii ...:U SAFEWAY ISSUED DATE: 08-08-05 .. lD Z~ lD O(f) 0 I-(X) <:(I m Of- 0"'" « --' 3 w I-z • o Z woo '0 f-ot') Z a: "'" W CL 0:: "-.. z w « (f) --'..J Z .1-r::t. 0 I--l- I->-~ w r::t. W wO ..J IZ W UJ« o SHEET: CA-1 JOB NO. 105004 STORE NUMBER, 1468 ---------_.-+- (~(J --=~, ,,~, =f=1 == I I lIZ> VI6URNUM DAVIDII 4 PINUS MUC;O 'eLOUJMOUND' , I ACER RU6RUM 'OCT06ER G,LOI'<'1" -- • :3 C;AL, 3 C;AL., • D.@ • ---- N.E. au. Eoo Mi Ii G lJJJ &iii iii if 2 & & 4TH I ) .\ ----,. -, I I I I I I I HAHNe IVY 4" FOTS 24" o.c, -_._,----_. __ .- c====(~"=~:=) ====) " vI6URNUM DAvlDl1 :3 G,AL 2 ACER RU6:;:tJM 'OCT06EI'< C;LORY' ," CAL :3 JUNIPERU61 CI-IINENSIS 'f'FITZERIANA' = 56AL. ------------+------------- ------_._--------+-.. ---_ .. __ ._---- ---.-.---t--------------- -------------+--------.-------- 8 vI6URNUM DAVIDII 3 G,AL. -~':cRODOPENDRON 'JEAN MARIE MONT AG,UE' 1.~~~~~~~~==~~~~~~2~4~"-~3=1Z>,, I RODODENDRON 'ANAI-I KRUSCKE' 31ZJ 1I -3b" 15 COTONEA5TER DAMMERI 'CORAL BEAUTY' I 6AL, 3'-1Z>" O.C. TRI-SPACE STREET LANDSCAPE PLAN r----o - I", VI6URNUM DAVIDII 36AL. 4 I'<ODODENDRON 'JEAN MARIE MONTA6UE' I I I o I I I I I I P I I I I I I I I ~Jj : J I I II V'.J,-J I I ~l 24"-3~ , :; ROPODENDRON 'ANAI-I KRU5CKE' 31Z>"-3b" 5 CARPINUS BETULUS 'FA5TIG,IATA' F'1'RAMIDAL. I-IORNBEAM 2" CAL. + -~~I + I I l_J I I I I L_ ) I-IOLP FIN. G,RAPE I" -----, 6ELOW ADJACENT j ~2" LAYER ~PECIFIED MULCH _,1_11-111_, I NATIve 60lL -III: PLANTER/SIDEWALK TRANSITION I-IOLD FLANT I" A60vE '::::~tY'!j NORMAL DEPTI-I ~-T'1'FIC:AL FINlel-l GRADE lUlTH ," MULCI-I LAYEI'<. -D~~~~~lfUlLU~~~~~~!fT~~~6~4~6~PLANT6REMOVE RE6AR lU/IIZ>-6A. -=;WI7 NON-G,AL, eTEEL lUlRE LOOF 6URLAF FROM TOP 1/3 OF ROOT6ALL, CONTAINER FLANTE" eCOI'<E 1'<00T6ALL UNIFORML Y TO In" DEFTI-I lUlHlNIMUM OF 4 veRTICAL CUTe. '----TOFeOIL 6ACKFILL lUI TI'<AN5PLANT FERTIL IZER '----NATIVE SOIL TOF50lL SI-IALL 6E 113 COMP05T, 1/3 5AND, 113 ROTTED 5TEER MANURE SHRUB-PLANTING DETAIL --NOTE, LOWER 6RANCI-IE5 ON TREES ADJACENT TO DRIVElUAY5 AND INTER- 5ECTION5 MU5T 6E TRIMMED CJ TO A HEIGHT OF 8 FEET - - -_____ -FROM STREET ELEVATION TO MAINTAIN TRAFFIC vI6161L1TY. f--t ... ,,, 6RANCHING TO 5TART AT 8'-1Z>" I-IT. DOUC;, FIR 2 'x2" 1-I05E COLLAR ..-i--'hL-11Z> C;A. lUlRE ~-I-IOLD PLANT I" A60vE NORMAL DEFTH r--T'1'FICAL FINI51-1 G,RADE lUlTI-I 2" MULCI-I LAYER. ,--I"MIN, SIDEWALK I SEE FINI51-1 G,RADE5 DETAIL J--~~~~~~k-;TO;PF5~0~I~L ILL WI TRAN5FLANT FERTILIZER @L~_;::"':'~/bI=:;:;J-l.--REMOVE 6URLAP FROM TOF In" OF ROOT6ALL. ~~lTT=fJJ1~d'"-----NATIVE SOIL TOF50lL 51-1ALL 6E 113 COMFOST, 113 5AND, 113 ROTTED STEER MANURE MULCI-I SI-IALL 6E MEDIUM G,ROUND DOUG,LAS FIR 6AF<K TREE PLANTING DETAIL OI;VELOPME~ CITY OF REf,(ANN/NG ",ON 'AUG 19 lOCS RECEJVE;/) SAFEWAY ISSUED DATE: 08-08-05 .. 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IEl2.Ell' liN!:::" IRAIGA TION LEGEND ---" ------~----------------fT\ rt>.:I:I III RAINBIRD IEliZ>6 -SAM-PRS eF, 8TQ, \J.I '1'-Elf-l, ElQ c:> 1:1 RAINBIRD IEliZ>6-SAM-PRS -I~f-!, IiZ>Q is!> II> RAINBIRD IEliZ>6-SAM-PRS -12f-l, 12Q • RAINBIRD IEliZ>6-SAM-PRS -I~f-l, I~Q .... RAINBIRD IEliZ>6 W/I~ SST NOZ2LES vALVE NUMBER FLOW IN GALLONS PER MINUTE PO_C. POiNT .oF CONNECTION -vERIFY WITf-! LOCAL WATER PROviDER -e-NEW CLASS 2(2)(2) PVC I" MAINLINE -••• -2" PVC SLEEve ---CLASS-2(2)iZ> PVC LATERALS (SIZE AS NOTED) = = 4" SCf-!. 4(2) PVC SLEEVE RAINBIRD ESP -6LX PLUS AUTOMATIC CONTROLLER RAINBIRD IiZ>O-PEB I" REMOTE CONTROL vALvE RAINBIRD :ORC QUICK COUPLER VALve WILKENS I" <:l~iZ> XL DCVA 11/4" BRASS ISOLATION VALve NOTES I. IRRIGATION SYSTEM TO COMPLY WIlI--I ALL CITY CODES. 2. CONTRACTOR TO CONFIRM MINIMUM WATER PRESSURE OF 6'7 PSI AT METER. 3. CONTRACTOR TO CONFIRM CONFIGURATION OF EXISTING IRRIGATION SYSTEM TO ACCEPT PROPOSED IRRIGATION. MAKE ADJUSTMENTS AS NECE55ARY TO PROVIDE REQUIRED COVERAGE OF FROFOSED FLANTING AREAS. ISSUED DATE: 08-08-05' '" If) z~ If) O(f) 0 I-OC) «I (J') 01-O"<!-« -' 3: w I-Z • o z wOO -, I-, OOZ 0:f'0 W Q. "<!-0:: SHEET: SL -1.2 JOB NO, 105004 STORE NUMBER: 1468 __ 0-_ J::"'-N 0 [0 y -.---I I _~ __ J -.---- --------- 1--------- ( ~= ----~--) !-lOLL YWOOD ViDEO ~~~~~I------= ---------1-.------ ._---------,-------- =l> ] -.---- -------rr"~ [ - DEMOLITION PLAN I, IL () 1 / -u ( ) 5Cf-lUCK5 PAPA MURPHY'S KEY NOTES 0 ITEM PROviDED GC. GENERAL CONTRACTOR O·OTI-IER NO, BY, N.I.C .• NOT IN CONTRACT 6W,5AFEWAY I. C;C EXI5TINC; GROUNDCOvER AREA TO BE REMOVED. CONTRACTOR TO 5ALVAC;E A5 MUCI-I EXI5T1NC; LAND£>CAPING I IRRIGATION A£> POMI6LE DURING CONeTRUCTION. PREPARE elTE TO 6E GRADED PER CiviL £>I-IEET£> AND PREPPED FOR NEW CONeTRUCTION. 2. GC EXI£>TING CONCRETE CUR61 WALKI HANDICAP RAMP TO 6E REMOVED -PREPARE AREA FOR NEW CON£>TRUCTION. 3. e.C EXleTING TREE(£» I 6U£>I-I(E6) TO 6E REMOVED ANDI OR RELOCATED -5EE LAND£>CAPE FLAN FOR NEW LOCATION. 4. _ I , I I! I '11 ~. GC EXI£>TING UTILITIE5 TO 6E REMOVEDI RELOCATED A£> REQUIRED FOR PI'<OPO£>ED CON5TRUCTION. £>EE ClvlLI MP4E SHEET£> FOR ADDITIONAL INFORMATION. ~. GC EXI5TING YAI'<D LIGHT TO 6E I'<EMOvED -vEl'<lFY POWER £>OURCE PRIOR TO DEMOLITION. £>TU6 OFF EXISTING UTILITY AS REQUIRED AND A6ANDON. 1. e.C EXISTINa. ASPI-IAL T TO 6E REMOvED IN FREPARATION FOR PROF'05ED GRADING AND CONSTRUCTION -5EE CiviL £>I-IEET£> FOR ADDITIONAL INFORMATION ON DEMO LIMIT£>. e. _ ~" IH . [ I". GC EXI5TINa. FARKING £>T ALL STRIPE5 TO 6E REMOvEDI PAINTED OVER -eEE ALeO NOTE 1. II. GC/eW EXI6TING elGNAGE TO 6E REMOVEDI REFACED OR RELOCATED. £>EE PROPOSED elTE PLAN FOR NEW LOCATION. REMOVE POWER 4 FOOTING£> A£> REQUIRED. I,. e.C EXI£>TING DIRECTIONAL ARROW£> TO 6E REMOvED. 13. _ IF I II . 14. _ IE>. _ n. GC EXleTING EARTH TO 6E I'<EMOVED IN PI'<EPARATION FOR PROPO£>eD GRADING AND CON£>TRUCTION -eEE CiviL 51-1EET5 FOR ADDITIONAL INFORMATION ON DEMO LIMIT5. 18. GC EXI£>TING PAVING MATERIAL AND 50lL TO 6E REMOVED IN FREPARATION OF IN5TALLATION OF COMMUNICATION TRENCHING. 5EE E02 FOR ELECTRICAL DRAWING£>. 4E>. GC EXI5TING PARKING I eTREET £>TRIPE5 TO REMAIN - REPAINT AS REQUIRED 6Y DEMOI CONSTRUCTION. 46. GC EXI£>TING LAND5CAPED AREA TO REMAIN UNDI£>TUR6ED. REPAIR A5 REQUIRED 6'1' DEMOI CON£>TRUCITON. 41. a.C PROVIDE CONDUIT TO KI05K PER E0, -£>AFeWAY ID £>IGN TO 6e RE-FACED 6'1' OTHER5 -CONTRACTOR TO COORDINATE WITH C.£>. 61GN5 AT PROJECT£> 5TAI'<T. 48. rrrrr 4':3. _ III a II 50. EXI£>TING £>TREET 61GNAGE TO REMAIN. SI. EXI£>TlNc; A5PI-IAL T pAVING TO REMAIN -£>EE CIVIL 51-1EETS FOR EXACT LOCATION OF NEW PAVING. S2. GC EXI5TING CONCRETE £>IDEWALK£>I CUR6£> TO REMAIN - REPAIR OR REPLACE AS REQUII'<ED 6Y DEMOI CON5 TRUCTION. 53 ... 04. EXI5TING 5AFEWAY MAIN ID 51GN TO REMAIN. oS. rrrrr rrrrr II %. rrrrr . ] rrrrr II "1. rrrrr rrrrr NOTES CONTRACTOR TO vERIFY ALL UTILITlE5 5UCI-I Ae POWER, 6EWER, STORM, WATER AND TELEPI-IONE, WITI-I DEveLOPMENT CONTRACTOR, (IF REQUII'<ED) OUT61DE PROJECT. 6EE CiviL DRAWING FOR ADDITIONAL DEMOLITION REQUIRED FOR UTILlTIE6 TIE UP. UNDERC;ROUND 6TORAGE TANK OUTLINE el-iOWN ON DEMO PLAN FOR REFEI'<ENCE ONLY -61-10RING MAY 6E 'I'<EGlUIRED DUE TO 50lL CONDITION6, LOCATION TO E><16TING I PROP06ED UNDERGROUND UTILlTIE6, EA6EMENT6. PF<OPERTY LINE6, ETC. AUG I 9 2005 RECEIVED ISSUED DATE: 08~08-05 .. ll) zr-: ll) Olf) 0 I-00 «I (j) Ol-av « -' 3: w I-z • o Z LlJo 0 '0 I-Ot<') Z OC v W 0.. 0:: SHEET: SA-1.1 JOB NO. 105004 STORE NUMBER: 1468 -- ----. --- f---.--- _._--- 1----_. 14'>.21:>' --- . _---------_._--.-. ._--._---------- I . _. __________ . 1 ___ .. _ I I --I I ---+ . __ J I HOLL YWOOD VIDEO J I' I I (~ I I, I l<!l __ ------------l----------~] :1 I 'iw 'I ~ 'Illi I ~ -------------~ WATER DISTRICT PUMP I-lOUSE ----------""1-4:1-lIS) ---------------- " , -----------___________ I I I . I ' I I I I I I 'I I --1------------ - - - - ---_ --IlIL~-__ 1 -----------------------_. __ ~~_ __ _ __ __ .. _ .. ~jrXl ::; ,:," ,--~ ,,: X _ ---I...-'o!I.~.J1 I I -I / / :~P.·' •• ·.' .• ,.~.'., •• ,.,· •. . 0 @. . .,' "·~'·'rcb.~ . ,-' ,--' -. N.E. '-/L ~/ ~----1 __ _____ ~ ___ -=1 4TH STREET I 1 I 1 I 1 \ I , I' _1 I ,~ I ~,: . ) SO.JUCKS PAPA MURPI-lY'o -------1------------------=--1---'-jj .01 ----- , (. / ' ----':' ,,(J~(, Dr~IVI:\ ~~---:-~:: __ o;;>-7-:C_=-=;-~_ ~c =;-~-o ---7 ./-. =;O-.---=-"'""-~=-,-=-7--L;'!-,,""~ __ __ o-~-=o-/ -.-~---.. , .. -~ .. ~ . mel 01 CONe. KEY NOTES 0 FURNI5H IN5T, ",c. GENERAL CONTRACTOR O·OTHgR BY, BY, R' RETAILER &W.SAF"WAY I. GC GC PROPOPe-ED APPROX, LANDe-CAPE AREA I!!>HADED) _ !!>EE CIVIL • LANDSCAPg DRAWINGS FOR TREE AND GROUND COVER INFORMATION. " 'PROPoeED FUEL TANKER TRUCK PATH (DAeHED) - vERIFY PATH WI FUEL SUFFLIER FRIOR TO CONeTRUCTION. ;3. ew GC PROPOeED elTE LIGHTINc;, FIXTURE. POLE. FOUNDATION AND RELATED BELOW GRADE CONDUITI CONDUCTOR, eEE ELECTRICAL DRAWINGe AND 2IFe·5 FOR MORE INFORMATION. 4, c;,C GC PROPOeED f>" CONCRETE CURBI leLAND· sgE 3IFS-!; FOR DgTAILS. E>. 5W 5W/"'C PROPOSED c;,ASOLINE PYLON SIGN. (PROVIDED BY OTHERS) GENERAL CONTRACTOR TO RUN REQUIRED POWER AND CONTROL TO elGN LOCATION. b, GC GC STOP MARKER, SEE e 4 12 ISA-2,2 1, GC GC 5'-0" x 5'-0" LEVEL APPROACH PAD PER ADA e, GC GC ELECTRICAL METER. " 5W GC VEE:DE:R-ROOT OvI:RFII.L ALARM' ACKNOWLE:DGE SWITCH MOUNTED TO STE:E:L POST WI 2 BOLLARDS • SEE: DETAIL ':l I F5'4. 10, GC GC PROPoeED PAINTED PARKING eTRIPEel HANDICAP SYMBOL AS SHOWN, 5EE II. IE>. 1f>/eA·2.2 FOR DETAILS. II. GC c;C ACCESSIBLEI HANDICAP PARKING 5T ALL eIC;N. S"'E 12I5A-Z.! FOR DeTAIL5. 12. GC GC EMERGE:NCY eHUT-OF~ eWITCH -ALL CONDUIT TO BE INeIDE: OF WALL, eeE A-3. I;'.' 5W GC TELEPHONE -GC TO RUN REQUIRED POWER AND PHONE LlNe5. eEE SA·2.! , ELECTRICAL elTE PLAN FOR ADDITIONAL INFORMATION . 14. lOW GlC PROF'Oe.ED UNDERGROUND e.TORAGlE TANK5, lUST) 4 CONCRETE ElLAB. 5EE Fp·1 FOR FUEL SyeTEM. 15. GC GC PROVIDe FIRE EXTINGUlS"ER AT EAC" PUMP 15LAND COLUMN WITH A RATING OF NO LEe!!> THAN M-'OB,C. MOUNT NO HIG"ER THAN 54" ABOvE FINI5HED GRADE, I PE:R COLUMN. 11&. ew GlC LINE OF PROP05ED CANOPj ABOvE, IHIDD"'N LINE). 5AFeWAY LOGO' eTRIPE LOCATE:D ON FA5CIA UNDER 5EPARATE: CONTRACT, GC TO COORDINATE WITH CANOPY 5UPPLIER DURINc; CONSTRUCTION. 11. SW GC STRUCTURAL 5TEEL CANOPY COLUMN. 5EE CANOPY Dfi<AWINGS. GC TO PROVIDE FOOTINc;S WI ANCHOR BOL 1'5, COORDINATE WITH CANOPY SUPPLI"'R, Ie. 5W GC PROPOSED MULTI-PRODUCT FUEL DI5PE:N5ER ., GRADE, 5EE FUEL eY5TEM DRAWINGS FOR pET AILS. I~, GC GC CONCRETE FILLED eTEEL PIPE BOLLARD, eEE DE:TAIL 12IFe-1:> Z0, ew GC PROPOeE:D AIR AND WATER LOCATION, GC TO PROViDE REQUIRED POWE:RI WATER TO CONCRETE PAD. seE eA·2.! FOR MORE INFORMATION. n GC GC PROPOSED CANOPY CONCRETE SLAB -seE SHeET& SA-~2. C-'>, CA-I • FS-I FOR INFORMATION. n SW GC TRAeH CAN WITH WINDOW WA5H 5E:RVICE. ATTACH WITH UNeTRUT A6 LOCATED ON PLAN, n. GC GC 6TRIPeD PEDI5TRIAN WALKWAY -MATCH DEvELOPMENT ST ANDAfi<DS 24. GC GC PROP06E:D DIRECTIONAL ARRowe -MATCH EXI6TING DEvELOPMENT 6TANDARDS FOR SIZI: AND cOLOR. SEE DETAIL liD/6A-2.2 FOR MORE INFORMATIOI,t I I I I 2f>, iIIIIIIII! iIIIIIIII! II n GC c;C PROP05ED A5P"AL l' -eEE I:> I Fe·1:> • SOIL" REPORT 4 CIVIL eH"'ET5 FOR ADDITIONAL INFORMATIOI'1. 2~ GC/5W GC/5W EXI5TING ID SIGN FACE: ( BA5E REvle"'D PEl'< C.5, SIGNe, GC TO RUN ALL REQUIRED POWER ANP UTILITIE:S FROM KI06K TO EXleT. elGN LOCATION, 30, c;C GC PROPoeED CONDUIT TRENCHING -5t;E EI02 POR ELECTRICAL DRAWINGS, 31. GC GC PROPOeE:D FREEeTANDINGI vENT PIPE -5EF-DETAILS ON SHEET F5-4, 4b, 41. 46. 4S. __ !:>Il'). iIIIIIIII! iIIIIIIII! 51. 52. 53. __ 54. EXISTING PARKING eTRIPEe TO REMAIN -RF-PAINT A5 REQUIf<:ED BY DE:MOI CONeTRUCTION, EXI5TING LANDeCAPE:D AREA TO RE:MAIN UNPI5TUf<:BE:D. REPAIR AS REQUIRED BY proMOI CONeTRUCITON. E:XI5T1NG LANE STRIPING TO RE:MAIN, EXleTING UNDEf<:GROUND UTILITY. EAe"'ME:NT" ANDI OR VAUL T TO REMAIN, SEE CIVILI ELECTRICAL e.HEETS FOR ADDITIONAL INFORMATION. "'XleTiNG AePHAL T PAVING TO RE:MAIN -SEE CIVIL 5HEET5 FOR EXACT LOCATION OF NEW FAvING. "'XI5TING CONCRETE elDEWALKSI CURBS TO REMAIN· REPAIR OR f<:I:PLACE AS f<:EQUIREP BY DEI101 CON5TRUCTION, EXl5TING 5AFEWAY MAIN ID SIGN TO R"'MAIN RECEIVED SAFEWAY ISSUED. DA TE: 08-08-05 .. L[) z~ L[) 0(1) 0 I-0Cl «:1: O'l 01-0'<1-« -' ,3= W I-z • o Z Wo 0 '0 I-°n z a: '<I-W a. 0:: Wo :s ~Wb:S 1-'-' W 0. 0::1-1-::) 0 W W z Z I-W _ IW (I) (f) SHEET: SA-1.2 JOB NO, 105004 STORE NUMBER: 1468 S:ISafeway Fue11105004 -Renton #1468IDrawingsISA-1,3,dwg, .08l06l2005 09:30:41 PM; rhennanutz m 'Z ~ l~ C 1m o .0 ...... j~ 1m Z !m o jZ im :~ :m ! I~ 'r :> ·z , , i i , i : j I I ' i I ! -;1 ". \J.)! ~l' ~! (fJ ~ ...... £ ~m O')~ (»ffi m :D 'Tl<P Om jlJm ()O l>l> Z.'.. 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[ I . 1-_ Ie-:. ~ I~ . ' .. ~L ~ ,~ " ·I~~ • u 'd. • -!MM' M'%fC I I I I . I I ! ./>. '" , to} ;g m I I < ...... . .. ' .... • V'--JL/ '-i -" .., __ I~_' __ ~~ __ ~ _.,_, _________ ~ .Jy -- 12'-e" KIOSK -I "' ________ -+ _________________________ S~l~'~-O~_"~FU~E~L~ING~~C~AN~OFy .------1 ". <:= "ft ~. ""I 22 US' ~' 8'-211 ~-- 26'-11" ~"'" ,,"'" ~ ~C>-::-- ll'TlO o o ill cr>jlJGi -i()_ l>Z ZlJ 00 ll--(~ } 11'-0" ,l ,,,,-/ .. " '" ./>. • !~ 11'_011 II I """" . 16'-0" TYP.... .-J. -il. -{,I ,-ll,. . , ., II -"" 1 , ;;----:c----; i \ i \ / ' , ' '-1 j_1 i i U " I ' \/ i i , I " ! i 11 i i , , ~ ",' \\ \ 1 , : ii, i! ;! i' . i 1 'I i , ; ! I i N00'16'39"UJ /;::'--~\ " " i' ,~~---." /'/ '.\ , , ! \', \' !\ II ;: . ! I , ! I I ! \ " j! I' I , i :' I ,I,! I[ 'r I i ' I: II [1 18'-B" S'-5" ~'-€''' -- I II. II II !I. I I Ii r I ' ~ ~ --i-------t -~---~ - ---+-------- --------n ---4i--- --1---. . [ I, ,,,, iii IiI-! i I I. _ f----W--, _. Ii l~'-"" , i i ,: ~ c I~--' , i----':~~ ill Ii IF'=~== !! I LJ... (. I ,k i I , i' Ii: ! !! II ! i II ; i I . , I ,~ I / "-......,V.LF. ~ ~, \ \~ ...; <~ I.,~----- --------------J. .~~. ---t ~ ,. ~ 1,- e., ;~ j j I //<»0 -"...-/ . 31'-3" 1 I, i I 1! I ; , I: I' Ii l j1 \~ <J= I II '1' 'I [ ! , I ' I I I I' ' [I . I' i !. 01., I I! I' II i ! [' ,I I i Ii i' : I : I : I, Ii! II i [I II . : i , ~ r ! I I I ~ M ~ ~ fl I .~ ~---=-p;, , ' --; ~ r llcr>'() OCO Z~O -lmill (J>-(I] (pZ Il> O-i Em zcr> (;\::j [j)m mr zl> ()-( IO :I c l>-l ~~ ()I {)w Z' -i1'; JUIP O:::! r~ z o -f m Iii " ! I i i i • ! ! :r , ! : i , , , ~///~-:~ " ~ ""'i""!I Q}!J ..... J> -<0 m c: -<:<i! C'l -"-("') :::nm m -Jl~ -u:> m <:: "" ~~ m :§5 O 2 o '-" Zz ~ PROJECT LOCATION: 4300 NE 4TH ST, RENTON, WA 98055 SHEET TITLE: ENLARGED DIMENSION SITE PLAN .~ __ ..J~ (» • ~ i -l ~ .-, w tJ , , , ! ! u v~ -u------u ---IT - - - ----r-r-----.-~ "IT - - - --IT -~ L.J ' o NO. DATE ISSUE BLOCK K 05-09-05 REC SUBMITIAL ~ K 05-23-05 PARKING REVS PER SAFEWAY 0 C ffi 06-02-05 PRE-APPLICAIION MEETING--or gj ffi 08":08-05 ISSUED FOR SEPA REVIEW ~ 0 !\ --.»-.-~ .. --. 0 » ~ ---------------------------------------~~ 7S m SAFEWAY INC~ SEATTLE DIVISiON 1121 124th AVE NE BELLEVUE, WASHINGTON 98005 , CD » ~ ~ AIRiWATER UNIT I REMOTE ACTIVATION SYSTEM SUPPI.IED I INSTALLED BY AIR·eERv CoROUP • GENERAL CONTRACTOR TO PROVIDE MOUNTING AND UTILITIES ---~ CONCRETE VAUI. T MOUNTING PAD--~ GUARD POST· SEE DETAIL THIS SHEET----_ 112" THICK EXPANSION JOINT MATERIAl. FULL DEPTH OF CUR6 I • SEAL TOP 112" WI FLEXI6LE EPOXY SEALANT ITYP.! CO\IC, CUR6 • 5E SITE PLAN I II II I Illrr PROVIDE CRUSHED ROCK U I OR PEA GRAVEL I u. ~ 6ACKFILL • EXTEND, L 6ELOW SITE FREEZE ZO\IE ~ 14,0 13b o 1-....-,....---1 -I I I I I IL --flll ¢=.J11;, I' I 142)---' I I j L 1 fl I ::Lu~ II II o I I I I I I I---,.-.jl 1, ........ --.-",.....,..1 AIFiilWATER UNIT I REMOTE ACTivATION SYSTEM SUPPLIED • IN5TALLED 6'1' AIR·BERV G>ROUP • G>ENERAL CO\ITRACTOR TO PROVIDE MOUNTING AND UTILITIES --" GUARD POST· SEE DETAIL THIS SHEET --__... CONC, CURe· SEE SITE PI.AN PAVEMENT PER I PLANS -Il , u .' I L I' ..J. . . • r---CONCRETE VAULT MOUNTING PAD rl.!!4.f:'UNI\/cRIOAL "OX • ~ AIRiWATER UNIT ELECTRICAL STUe·up TO eE 112" RIGID CONDUIT, PROJECTING ell)" ABOVE G.RAPE '4 REBAR CONTlNU05 TOP AND eOTTOM ITYp) CONTRACTOR TO F'ULL WIRES BEFORE MOUNTING. AIRiWATER STANDARD I ___ ~~II[~ ___ :"'~~=:-~-=-=~:~A!~TEER SUPPLY, (PER CIVIL I MECH) • ALL UNPEI<GROUND PIPING 5HALL 6E TYPE K COPPER (50FT), INSTALLED eELOW FREEZE LINE, PIPING> SHALL 6E TYPE L COPPER (RIGID) BEFORE ENTERING o AIR I WATER -PHONE PAD DESCRIPTION 134 TIRE INFLATOR 4 WATER DISPENSER WI REMOTE ACTIVATOF< • 25' STEEL BRAlGED HO:OE,·-CAr:.1NIU- HEATER 13D DCI WASTE I UJINDSI-lIELD SERVICE CENTER WI SQUEGEE·UJI-lITE 13'" PAY PI-lONE WI ENCLOSURE 131 13& NOT USED 13':) SEAeRQOK LUMINAI!'!:E, SINa.LE, SOL.ID-TOP, MEDIUM ARM MOUNT, 400 UJA TT METAL I-lAL.IDE 14,0 4" 5TEEI.. SQUARe: POLE x 12' I-lEIGHT ·SIN6LE MOUNT, I-lAND 1-l0LE:, eLACK FINI51-l, 4" SQUARE eAsE COveR, WI ANCI-lOR eOL rs 141 MANI-lOLE CAST IRON LID 12", STEEl. 6KIRT, 12" OvERALL HEIe.I-lT 142 3/4" ",L06E vALve 143 3/4" INVERTED NOSE I-lOSE 6166, eRAss ~.-------------- 1 " Q , . p ~I ~I 1==:::=:::;r'l LlC,HT FIXTU~E WI DROP LEN6 • 41Z>1Z> W MH LAMP ______ --.I -=:-"=-='::",",,':_-_~-;O;.';=: 0 --_._--_.---_."' ... -------,._-,,-,-- II I I II 1I1~---1 i'Jj U , , , , 144 JUNCTION 60X • 2 1/4" x 2 114" x 4" UJi UJEATHER PROOF COVER 14!'> ElACKFLOW PREvENTEf<: ~--6ASE PI.ATE I ANCHOR 60L TS (lIZ>" 60L T CIRCLE!;) FURNISHED WI LIGHT POLE CONC, WALK I LANDSCAPED AREA • SEE SITE PLAN 112" THICK EXPt,N510N JOINT MATERIAl. FULL DEPTH OF CURe • 5EAL TOP 112" WI FLEXIBLE EPOXY SEALANT (TYP.! ti' ~' 1 _______ ~,~i~~~ ________ ~~==~==~1 ,), . PROVIDE CRUeHED ROCK OR PEA G.RAVEL BACKFILL I EXTEND 6ELOW 51TE FREEZE ZONE MANUFACTURER AIR·SERV MODEL AS'8 4 REMOTE ACTIvATION SYSTEM f-">Uf"'F'I..IED 4 INSTAI.LED BY AIR·SERV GROUP, I_LC (800) 241-e%>3 • e.C TO PROVIDE MOUNTINe. • UTILITE5 SPECIAL EQUIPMENT MAJOR OIL MODEL NO, WUJeQCZe.R PHILLIPS l eROOKS MODEL NO, PC-E> PI-lILLI NO, NOT USED 1.51 LIe.I-lTINa. SYSTEM5 MODEL NO, 5eM E>4C>C>MI-lFMTeLK 1.51 LIC.I-lTING SY5TeMS MODEL NO, 4&QN SIIGI2&6LK 46C6LK EMCO WHEATON MODEL NO, A011l·IZZ I-lAMMOND I-lAMMOND RED DOT MODEL NO, II-lGSTZ·1 I cce UJA TT5 MODEL NO, MANHOLE, @ AIR1Vj A. Tr;B E~EV ~TION @ AIBIvv Arl:Fl SE9TION .. @ AIR .. I.W A TERSEC!IO~I2;;' 1~.0" 112" = II~IZ>" • Q , ,-----WATER 5UPPLY (PER CiviL I MEeH) • ALL UNDERGROUND WATER PIPIN(; elHLL BE TYPE K COPPER (50FT!, INeTALLEP E.t'LOW FREEZE LINE, PIPING SHALL BE TYPE I. COPPER (RIG>ID) eEFORE ENTERING> MANHOLE, 121~e" r SEE ELECTRICAL SHEETS FOR CONDUIT ROUTING I WIRIN(; REQUIREMENTB 2'-11 3/4" -r· ........ ---~ ~---.. --------.. -... .... ----_. __ .. __ ....... ~ 3/4" CONDUIT FO~ POWER / TO PAY PHONE AIFiilWA fER UNIT ELECTI"ICAL STU6-UF -~"" . '. ," .' :: ., ' .. " " .:. . ':'.' ~ o • ,,' '".-.~.-' t II II // " ,"' '. .' " . ","' .... '. II II II q 1/ °rfh° .• ~ '~. ~+~~"' ... o 0 ~""::, ,,' . . "~ . ... ." 141 / .. ' ," ..N. ... " I'" , L CONC, WALK I LANDSCAPED AREA· SEE !;ITE PLAN CoUARD POST • SEE DETAIL THIS &HEET CONC, CURB· SEE SITE PLAN .;. ' ...... "'- /1.' '.. 1\ I . : ® ~\ I CLEAR,FLAT ~ /-< I .... / I ~~~ROACHJ I \ () / ..•.•.. 'L-,..", .... -\-,-.. -,-" . ~~~~~~~~~I---+~~~I~~--~~---+~~--~~~I '".' , I IrCLEAR, FLAT j{ ADA L _____ .J APPROACH 1'-~" !;;'_3" ----_ .. ---.--_ .. ---- ~) AIR/V'.lA TER -PHONE PAD ~'-3" ___ ___ .. ':3" 112" THICK EXPAN510N JOINT MATERIAl. FULl. DEPTH OF CUI"B • SEAL TOP 112" WI FLEXleLE EPOXY SEALANT ITYP) WIDE STRIPING !TYP)~ 6' _!Z)II . -----_._---.-----.-----------_. ... --~-... -... --..... -.i--............ E~ .. ___ I~~<?'I _____ ._l.:~_" _ 2~4" II PAINT STRIPING WHERE 6ACKGROUND PAINT (2) COATS 6LUE--------./ 4" WIDE PAINTED STRIPES PAINT (2) COATS WHITE 6EADED REFLECTIVE PAINT (WARDER) ______ J 1'-3" Notes: Note: .f .. I" A" ~r/ . 7~. ~~ AUGN WITH END OF "TAI.L ST~!IIF 'ING......'I PAINT WITH!?! COATS YELLOW TRAFFIC PAINT, DRY CONTRACTOR TO VERIFY WITH CITY 5TANDARDS 6ETWEEN COATS, HANDICAP SYMBOL 1'-0'1 . --------_.-------- b" DIA. &CI-l, 40 STEEL eOLLARD, DOME CONC, CAP I" MATCI-l GUARD POST fOOTING e.REEN COLOR eAND 1.1Ji-----2" 1-l1"'1-l "'REEN LETTERS ""-ElLUE FIELD NOTES, I. ElOTTOM OF SI"'N TO ElE NO LESS TI-lAN %" AeovE e.RADE, 2, SIGN TO BE CENTERED WITI-l!H THE PARKING SPACE, 3, SI"'N FACE TO eE NO FUf<:TI-lE:R THAN",' -0" Ff<:OM FRONT OF EACI-l PARKINe. SPACE, 4, CONTf<:ACTOR TO VERIF'T' PEr<: CITY STANDARDS, @ HANDICAP SIGN 1112"=1'-0" AUG 19 2DiJ5 RECEIVED SAFEWAY ISSUED DA TEl 08-08-05 I SHEET: SA-2.1 STORE NUMBER: 1468