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Home My WebLink AboutLUA16-000566_Report 1AP CONSULTING ENGINEERS PLLC PLAN REDUCTIONS TABLE OF CONTENTS 1.0 SITE PLAN (Cl) 2.0TESCPLAN (C2) 3.0 GRADING AND DRAINAGE PLAN (C3) 4.0 FRONT AGE IMPROVEMEN1S (C4) 5.0DETA1L5(C5) 6.0 NEIGHBORHOOD MAP 7.0 LANDSCAPING PLAN & TREE RETENTION PLAN 8.0 TOPOGRAPHY MAP 9.0 PLAT PLAN 10.0 CRITICAL AREAS MAP CML ENGINEERING PAGE 1 2 3 4 5 6 8 9 10 11 :n,.~a~15Na <lV 1v,d HJoHs s.A,,v, 9Nll'1DSN0:) / / ,f' / / /,f' / / f' 1 s I / /,f' / / ~ :a >-I-= '-" > / / " ! ~ ~ih '"' I-· > !?~ !5 iii = -~ ~ • !. ffil ni ~ !ii~ 0 ~~. / / / / / / lllllU' • ;!F? 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I 50'" 1 1 ' I' 24.3' _ '\.... 1{ 1>, 11) .. ~ 20.I'.___lt 362' ~-~-;;;~r )-1'r,~ ,¥ II ' ' ~""""' LOT 2 I ~ ' i J ' ' ' ' ' EXG BUILDING ' ' ' ' ALTEllfAB.R!C FEWCE?ERDT'i. 1.t:5 ' ' ' ~'f:r <ti}~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' TYPE I CB: L RIMEU28.17 \ IN El W: 426. 17 14" HOPE . \ lNELE.426.11 14,CONc ·, \, _ _ __ !N EL N: 425.56 6' PVC ·, \: I~: 1. C~OON :IITTWICE Pfft Oll l'C!I lOTALCLEARINGAAal• 9, Wl $F (0.21$ACRES) ' ' ' ' ' ' ' ------~-=-""'·---=--"'!"!L::c ~ -----~ ~.-,2 '-F"'e;t~t--::_Gt!,_;_,_ -0 ~.::_-_::_--~ -----~ -----------:r---lliST"lLCBPROlB:TIOl'IPER-D!L2C,.'j ;:;i of ! L.---~ ry-, -, ~---°"" --OH,---OH-_ -°"'- • N . ssMH~·-. ~ ": _ ~ _re~· ---4---... -.. ----Sl!a:·,. :oBo'.Ll. Ill).~·. SE 164TH ST-.. ' . ', ~ RIMEL1428,75 s · -sL __ ( ---_ ' ' 0 INELEW,415.12 ·' ,-· ·--:--s----s---s-_ =-=:i--___;. -----___ , w E <D '!!l •, .c' -'' . ,_ : ' ' ' ": -s---SI -_,. __ --s---s ------',;&- :;:J 1-,__,_ ;cc ... ~,--·-f -·--, ... ·. ~-~ · , , SSMH· --s--0 ' ~ d . . --. I . , . .. . ' ~ s --t : --.-_ ~--, -_ J-~-_, ------. RIMa:442.52 '\.... )> i§l ~ _, __ ----l I INELW,431.27 <~ . :1 C::,::1l;) r'1 ~~ TESC PLAN n== SILT FENCE MAINTENANCE STANDARDS 'il'fDl.~llliAL8ERE-MIW.0.TELY lfCOIICE>ITAA""EOflrN,SAA!' o1'1'.JENTUPl«.l~M FENCE. *¥1iUT81'1NTERCF.P'T'EDNCJcaM'l"OW~ SECl\le,Tl!WORPOl'.l 3. filSlf'a!TIIIT !OCl£C~l)£1.f'Hl,.8[li:Of,Ei:a«;E f0RSIGl60F F&Kl:C~Nl!JK.JJICNiABAAAIEfl lO R.(Jll l!\D""HE~CN.ISll,(I Cll~NEUZl,.IQI~ q_0\11$Pl,R,\lln TO THE '£IC,![. F 111.'1 ote:ufl'l. REIVU Tl£ =£NCE M ~-Trli'llW'Pl'OSEDll,E~f. 5,E::il!le, ~-T BE ROIOVWVlliEk THESECll,El(f IS I !NC>UHIGH. J "!Efll TEI IMRIC ((lEOTBTIE) Hl,S C£TERIOR.lml 111£tll Ll'RAl'IClfl Wl£»mHN. IT SHA1... !le fE'l.lCf[l l ,. -!T --;: ---:i ll_M···~ I\] LJ / l """'-~· ! POS'T!;'!Q!G,YBE~ Ml.lMSOl.~l/1'-\J' ror1,._IIIOMl11i!SEll ~Oll.l\/El '«lTE f'lll'ERF/leRK:A:flCE$5H'-l.i.!IE =·MlOOPOSTS,STEEl.fENCE ! NSTN.LEJ'Ull;GCQNf(lllllfflEIEVERl'OSaf PCm ~CIIIEQ:X,/AI.E.~I 1 )FILTER FABRIC FENCE C2 NTS CATCH BASIN INSERT MAINTENANCE STANDARDS Ah-Y /ICCUMl.lllfffD SECfMENT 0. Oil. AAOUND THE Flt. TER F~ PROTECT!OH SHAL.1. BE: REWOIIEO ll,IMEDIATR\'. SEDll,IE"1' SHALL MCT SE REMO\IED WITH WATER, AND ~ SEOIME!fl MIJSl BE DISPOSED OF .1iS FILL 00 SITT: OR HAUt.EDOfF SfJE.. 2. MY SE01f.Et1TIN'"HECAT0i BASIN INS£RT SHAU. Be REMOVED WHEN THESEOIENT HA.SFILLEOONE-THIRO OF THE J\Vl>I..ABI..E STOffAGE, THE Fl. TER MELl,I, FOR Tl-+E INSERT SKALL BE ClEANED OR REl'\..l,CED AT LE.ISF "'""'' l. REGLti,R t.lAINTHWICE IS CRITICAL FOR BOTl1 FQqMS Cf c.AlCii BA.SN FROTECTKIN. IMJKE w.N'I FORMS OF PROTECTION TH.I.T FAIL GRADU,I.LL Y. CATa-1 SASlti PROTECTION i'IILl. FAIL SUDDEN!. Y Nil COl,IPLETB. Y lF NOT M,1,JNTA1f£D PROP'ERLY TO DEWATE>I MSTOP.ED SE31MENT. At.01/cRFLOW, ~D C.I.N BE EASILY 11.NNTAINED. CATCH!!A.SIH m . .<::: NOT'E THISDETALISQNLY sa;EMATIC . .lHV INSERT IS mowEil TH.I.T HA.$ A fJIN O\'ERflOW FllTEi!.MfCIIA fOR DEl'-l!ITERING ~ ~BOTIOM ('J;')CATCH BASIN INSERT C2 NTS .,,,.. R•WW<. -~::.»=-~ ISAIIOilrel:IEOOCl1M:SENT,/.S PU!l(t(l001m~STMiOl<tJS /,!,!'£RIONG'CQ.;Wflt)A)STA\JlAADS. DIIMW~\ISSIH.'L.l.llEPJ,/BJT011£EDGI: OI' !1-o-H PRIOR TO l'ISfAWil~ Cf TIE ~E'irl\NaTCl,or.l CIMW)jN(JOfTI£~¥ ff ISRE<:OMMEIIOEO Tll,l,TTtf E.,TI\1.1(.EBECRQWHEDSC ™~' IIIJN:IF!'-CJFFTHEPlll \ > Eli)CONSTRUCTION ENTRANCE C, NTS STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS ---------····------·-·-·-·-~Y5P,l,LLS{CII HOO f~ .,,_...,&E A(ll)EC I' l>Jli PO!l l&MO LOII.GER!N ll:£0~01.NCE Wht IHEftCFIC.ITlM F 1~ BITRANCEIS NOT F'RE'Jl:~11NG SEDIMfNT fROO IIEINO IAAO<EO C,,T() Pl\/1:IEKT, TIEii 11.TEWTI\IEMEAS\iRU TQl(EEPr>i!: mffT'l fl!ffOFSEDIMffiTSl1.IU. BE USED T>11~W.rk.1.tllESTII.Ecr.'IEE?ll!G.NIINCREAS£ll!IIE~01'1ll:E~. aln£ ffillll.J..l,!KtlOF ~ Y11-!Ea 'N"81:l. IF W.O.S,,INGIS l!SED.ITSrl.lJ.; 8E DONli ON AA IW.OOV<!tEC l'.m Cfll,Jft~ ROCK 'liO WISlfWJ,T£R SfWl. ilR'l'ITOA3m',IEIITTIW'al POND. l ox, 5a*EN1THA11$Till(!®Orfl0Pl\lEIOll:N1S>W.LIIE ~E\IC\/Etlll&Etlo.lEI.YII\I 51/eE!'K.. lHEsmltilloo.lECTEO ~Sl'lf£PJIG i:IH..uBEfll'IKl'IEOORSTI.Bt.llEDc,j $111:. THEl'il\'8,EHT$11AJ.t~0'11Ea.EMIE~5Y-C()WNMS~. e:o::EPlfflEij SVlro'ING IS ~EFFECTI'IE~llEltEISO IHI\E.011T)PU8LICWU"'.!Fl1"5 M':CBSIJ['(TOW~T!I'~ THE IXINSTROCITOl<OF ASIIAl.lSUI# SH.IL!. i1E CONSaRro. THE~ l\'OllC "l<N &;: Wl.$10 11,-c TIE SUII'. ! ;Ja~ Q1JA'1R" IPlrl.t.ST•~T AA£ LOOSEMEDF:..:ir;TfE Pl,0/.NO 8'lil LPON TliE ~y SH.11.L BE Ri:1/0/EO 11,f,iEOl,\lq v. 5. Fm«:t.ESARc-OFl£411NGTHESITE ll ~OTHERIIWITI£ CONSmJCTlOIIEN'.'llA/f:f(SI, 'EHJNQ1Sci:3Et:1l01 W.1)5HAU. iE f;6rAUED IC COf(JRa. ~ u 0 ~ i 2;~0 • ~ ~ E--<~6 - ...l~ffi ~ ~ ~ . rJJ-a ij zo~ _ OZ"~ u~~ !l A-! <( i I-< -' a.. I- ~ en en >--' -' ::5 ~ fB I- ~ z 0 ~ z el! ~ ~ i w w ~ ~ ~ i ii I ! "'~ """"'" -~ ""' °""' AEP ~·"' ~,.,., Sll!;fltt:l C2 ~L---= =-::::-°fEL -~~_:Tin.="=- LO 0) co 0 I 0 0 co co 0 ~ ~ "'' Tl'l"Ei,FAAIE&ORATE ST~\o-+GUl,31.l'QL RlM•4.lt,U IE(S,'• •28.21 .... 14L'12"~l'!PE@/~ '"E ... W.fCHEXGGAAuE "" fl'l'El,00\IEIWTE STA10>1l1.o&.17.1tl!. RIM•ffl.74 IE(Nl•W,17 IE!Wl•W.11 t!:fE)•<IZl.17 ---~~- THICIIENEO £OGE -=--·m CD . l:19.8-4 AC (REF) -------------------"""'.'""" / fl ""' --v, w w .' w •OHP---OHP--~... -~. , 01 5" (REF)~ ·-".:-.;;,T ~ ·~· W.TCHHGGRAD!' EXG STAtO+ot.20,•IT.1i. RIM•12977 INll!E)•.\207 ll0 CONCRETE -------&'tlO !W(N)•~.588"'~ ------llfil(W)-l21!.171.j"~ '" 1r EXG BUILDING I .;, I N a, I «;! 6.5'1 - u, 1. ~ 20.7' ~£MT ~~1r "'~ 1.lf/,,':"' ~ ~ ~~ '2?:}1111~~ '111111nP"t \\{ t ----ll ~11 11 'I . ~,. ! LOT 2 / 1 / VI ----~ : ' I I ' ' -;;;:;;--I ! ! ll ~ ~.50 FF•43150-...._ I I " ! I i I I ,,;,-Ii fm ! __ o:)-1-94 m.,,e =!."LHH031 , i r· -- 'SJ- ~ .w 'SJ- ~ n ;s:i- ~ 0 z Q l) ., iJ 'I ~ I~ Q c .~ ;1 m• =tFS"""""''"""' I 1 I. ----------------------------------------------------------' I I • ~""""' ,i . .... SOR~@'.$.4.3'11; «ii I, \ S/ f r AAISEEIIGWAH'll~ER!IOXTO!AAlCHOAACf, REl!OllTEOOlilESTICW~TERCONN!:C'OON ro E):G I "1 r-J-NEW1'000MESTICll'~l'ER IOUSETO~'.o!OCCWlJCT'MTHPROl'OSED . \ I SE™CECONIECTJCtlANO 1DJS£. 4!;l.S2 r: n ,, METE~PERaJ!!STOPI.J.N t "" r CROSSING TABLE -.... I -= I ~e!MtiGl,-i ... ... -..., ----~ ,.._ _,., -~, '" ,., WI W~TER '"'-12 11.00 I '"$ """ """"' ' •• •v.:.; W2 WATER •=• • •• I ··~ """ """"'' • • • m.l6 " 'NMER "'"'"' 12 ,~.o(J I m.'J'J ""' "'""' • '" •i..33 ~ """' "'""~ ' '" 421.~ ·-· "'""' • '" 12'.(l:1 s_• -----~~ "'""~ ,, l ·•.51l l .... """ "''"" • '" !~.?I --- ~~--,:__r~'~_:i_-v-= -~ .,_ ---------------------------------T'-"'-" lilnCH EXG GAAD!: _ "'"1 -2!llf11"CO.:RUGATEOIDPFPl!t@ol.l0% ------------ --., era 0,' i.1s , .• '·" "°"~'~e,,Sow,<) =e- -°""_ __ -t'~ -:o""=' ~ °""----~ -o><P~---ose---o,e---ose- h ~ t.lJ'.9:<L41zo1 43-/.00 ------------1--------SE 164TH ST. "'""" --------® -----s -~- ST~9+8l28 6j1R --S Rll•Q.1~ IW(E)0 415J21(rl'VC 6\F'2'C0NCllEITPff@tan'I~ \L_NEWR!UHCER µUGIE '3:tQ -1,1134 . W.TCHEXO(lflADE """ !, ,1 ~=,~ S88'04'46"E 260.50~ i . . LL _, ___ -,-I ----s-----s---s--r-s---s I i ~~f;V,!'"050:.SE\IE.R CONttCTIO,,~TO CCfiSTD?L1.~40J.6 IE:~-°' ----s---s--'--s--S\_,,,., -S~--=-=S~ -=-::,i--,-_---=--:_: ~:-~ -~ - -a-- w*E -o~ --i----o-----i---C- s -, -~o---o---- lllt.lTIES ---t---- 1 > I w,TER SOOScR:EE.Kw,rrR N-IO~OISTRICT SE\\el ro:GCRrn; 'NATER lffi SEl"IUC OISTOJCT -,- ' I j o--'--c--a---a---o----l -·-~~ _ ------------~------ ___;. I ~,g; I -: GRADING, DRAINAGE, & UTILITIES PLAN 1•10 c..'.) '.:i ~ ~~o E--< µJ z ...l µ.:iii' ~z~ C/'J ...... a Zc.:i~ I oz,~ Ui:i;id ~ A. l ~ <( ' • - ~ '< >-z < 0 ...J ~ c.. w ~ >-0:: c::, = i (/) g (/) ro >-i ...J w ...J ro ~ < ~ ...J ~ ~ ~ uj :z ~:s :z: c.. ~ ::3 =->- ci'::i =-->-== s ~ .... • = i II I '"'~ ,,.,,,,,. ...... ""' """" AEP .IOB-.0. 201""6 ,,m,o G3 / / / / / / / / / / / / / / / / I I I I I I I lVld lHOHS S,AllVl NVld 1N3W3AO!k:IWI 39VlNOHj I I I I I I I I I I I I I I ~ I I I • Ii I I I • r 0 I I I . r o, 11 I 1 I' i '· I f-- v) w : (;) I I I i i )' I I T I : 1 r ! I :' ;._.J,._ __ I : I I I 1 I I I I I T I J C I I I ""ir;;:J'_':;:-::_:;::J_ -:Z.:..-_=:=-_-_;c;c_ J~:?==;::::;:~~--c=, !=_,:C:_~CC:--:~:;:~cc::c:::c_-:c,_. -l-,-_ -~,----0),: ~! -~t"<f------1-1 0 I ,- L{) en 0 T :c -<.O I :i ·N I ---------------------- N l-o _J ' , ---:-.. ~ -:_-:_ ~ ' I I 11 d / j ;ii :i •• S;~ • ~ I I I ,s'f I w w ·-u::,, en I ' <.O I = '<1-< l ----' '<1-0.. p T ,- : = o:J w o:J I • i t U) i " ~ a: 1' " !iii ~ .. i <-~~ C I a: "--- I J/ !U C I I ~ii5 -~i I f,• r g ~ ( ;. < Ua ~ ~;if" ·It ;:: ~- 133l:US IUl'1L 3S) ~ D I I I' -l @~ ,, I r § ~' ;,l;~ I s ~~~·i; e <'lt;,I 'ilW " 8 ~ I i @ ~ I ·~···; i';;c:!SG ••...... " ~t~i " • ;:: ' I ! ---+-- "' a ~ti> SILT FENCE MAINTENANCE STANDARDS 00 ElloMl!GE SHAU.BE REPARE.D IIIMEDIATEL Y l IF COICil:NTAATEDFlO\'ISAAEE\IRJENT-.JMll.lJFTME FENCE, nu 1,11.iSTt!EMERCEPTEOA'<O COl'MYEDTOA SEDINEIITTAAPORPOND. rr ts IIIF'ORT,WTTO CHEC~ Tlii: Ul'IIU. SIDE OfTHE fE!tCE FOR SIGNS OF FE~ CLOGGRt:. A'fD ACTWG AS A8.lr:IIER fO p .J:NIAl,(l ~ UJ.JS91GOli'M'iEl.l2All()/j OF FLCWS PAAl.il.a TO Tllf fl:n f 11-tS CCCJRS, REPt..la n£ rni:::t: QR RElilOIE TttE TIW'f'EOSEOIMeNT. 4 SE!:INENTI.IUSTB~RalOVEDWH£Nn-ESflllMENTIS61NC1£Sf11Gf<. 5, IF THE FI.TER i'~ (GEOIDTILE) MSOflERl,OR,\TED DUE TO ULT'lAIIIOl.fT ~. IT StW.l. BE RS".ACE!l r--::~llc: SP\JCEOATPOSTS. usesr,o,pLES.WIRI' """ '" EQUIVIII.ElfTTO ATTliCf<F~TO ~ S'wi: ?OS!$P/ll;ING,BE.1NCRE.liSED TO!l'FWIREBliOOlil3JSUSED l~)Nll,IJ',l;')f"Tl!EN:li '11 ''""'°""' l """"'""""" IIATI\IESllll.OA~·1s NOTE:l'lTERl'MRIC FENCES$t!1Jl.BE N'\1/00JPOSTS STEElfE!f;E 1NST,•,llED1l0r.G CO~TOl.R WH£MEV'.:R F'OSSlllE POSTS, RE!AA OR !:Q!JIVAI.ENT ('7'\FILTER FABRIC FENCE ~ N5 !! j " CATCH BASIN INSERT MAINTENANCE STANDARDS I. ANY ACCUMUlATED SEDIMENT ON OR AROUND THE ALTER FABRIC PROTECTION Si'IAU. BE REMOVl:O IMMEDIA TEl Y. SEDIMENT SHill NOT BE REMOVECI 'Ml"H WATER, AND All. SEDJMEN1' MUST BE DISPOSED OF A.5 F!U ON SlTE OR H"1)LE0 OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE RfijO\'ED WHEN THE SEDIMENT HAS FILLED ONE·TlfRDOf THE AVM.J.BLE STORAGE. THE ~IL TER MEDIA FOR THE INSERT SHALL BE Cl.£ANEO 00 REP!.ACEO AT LEAST MONTI<Y. 3, REGULAR MAtNTEN.'.NCE IS CRfTCAL FOR B01H FORMS OF CATCH BASIN PROTECTXJN. UNlJKE Mm-' FORMS OF PROTECTION 11-IAT FAH. GRADUALLY, CATCH BASIN PROTECTIOI', WILL FAIL SUOOEtU ANOCOMPl.ETEL Y IF NOT MAINTAINED PROPERLY. TO DEWATER THE STORED SEDIMENT,AN OVERFLOW, AND CAN BE EA.SILY\IAJNTAINEn CATCH BASIN &:::: I I I I I I OVERFLOW POROUS !IOT[Qt,\ , )CATCH BASIN INSERT C2 NTS IIDTE. THIS oErA!L IS ONL y SCHEMATIC. ANY INSERT 15 ALLOWEDTiiAT HAS A t,IJ!t ,,""" R,2~f.ftl. .,,.,::.,w.~,~ IS .o.llO.oDSIDl:orrtH 0A£S(NT, A.!l PER P3NO COIJ!ffi' ROID STHlUIROS .f'.a"OOAARYSt'A1.L.S tt't,ll,, M:lOfESS }SPER!ONSCOIMY~STI.HOAAOO, ~AVS SHAU. SE PAI/ED TO THE ElJGE Cf' R-0-W PRIOR !O INSrAIJJ,OON OfTHE cOHS'ffillCOONDflR/IIICE !O Al'()[) D,W,l,GIMGIJFT\IE~OIDHAY \ > ~CONSTRUCTION ENTRANCE C2 NTS STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS -···' -·---... .. .... ..-·-··-----·--·· QUAR!I¥ !IP,1,1,LS :OR HOG FUR) SIW,~ Be IOOED IF THE P.lrO"' ~V l\MJtl<IN ,._~ "''" ,.,. ~.,..!U\,.....,, If lit i:lfflWICE IS '1(:T PREVENmlG 9EDIIE1,TFROl,I BEING rn.o.cia:o (tl!O F',l,\IEl,lf!IT, 1klcM Al TERNI.TM ME~S TC: l(EEP Tttl: $1 RH.rs FREEOF$Ell!l.ll:MTSll,IJ..l.8E USED. THIS1'1-YIPICLUOE$TREfT$WEE?\,','G,Nil~INTHEt:e.ie'!SICl'iS~niEamw;ce, OIi TIE fflSTilL).All()N OF ~ WIIE£L WASH. IF W,ISHNG 1!VSEO, I! !!HAl.l 9E DOliE ONNFI .o.RE.I. CO\IEREO \\ffl1 CRtJShE!l llOCI<, NFIC ~ASi!WATERS~Jtl DIWNTO~SEcllUEtflrFW'OR RJtlll J. liNYSEOfEN'ITIIATIS !IW)(EJON'TO P~YEliENTSl+',l.LSEREMCNEOfMMEW.TELYB'V SWW'IHG. Tf!E SElll,ENTCO.LECT£0 BY 5wE!f'IMl SH.la.BE~ DRST.IKLE>ON &tt 1l£ PA'vUENT SH.11.Ll,Ol 81:a.EANEOBVWMHINGOO'Ml.~ST!':EET, Exca>T'IMEN S\¥:EPING !SN:~ MDTHmi:IS~ TliREATTOP1J61.K:s;,fETY. FITIS ~ECES9J<'I.VTOWASJ.<H!EST1'EE:TS 11£C0NSTRIJCT10N Of ~SMJJ.·.$1J,jp stWJ_BE C(WSIDEREO. TII' SWME/if \\OJL.0 l*:N SE WASl'IEO INm I~ SU!,IP -1. MYQI.I.IJ'll'IISPAI...S THAT I.RE LOOSE"IEO<ROIITHEPAl'.:IAN'.l EN£1;1pQN THE~~'/ Sflf,J.BE REIJOV!:OIIMEW.TllY. 5. JF\IEHICLES .I.RE EtmRJNCl OR £<lTlN:l 111E SITE (T l'aNThOTI'ER nw. TttE CONSTll.ll:mN E~~s1. fENctlG ISEE SECOON o.•.11 SIW.l BE ~"1.LEO TO a.)~TROl TAAfFIC. C, i ~ c.'.) ~ t ~ . z g:J i ..... 0 f-; p.,l ~ ~ ...J!z". :;:l ~ e {J'j ~ 0 z c.'.) ~ ! oze. u p.,l ~ ij ~ ! <( i • ai I-z < 0 ~ _J ili c.. "' I- 0:: c:, ::c 1 (I') v., ID £ >-i _J w _J ID < 0 ~ _J ~ ~ ~ c:, ..... c.:> wz "' ::'.S .... c.. (I') _J < I- ~ LU = e • ![Ii ~i 1 ~~ """"" -"" ,.,,.. AEP ''"" 201™ stE~NO. cs r· I SHORT PLAT NO. LUA-XX-XXX-SHPL CITY OF RENTON _J KING COUNTY, WASHINGTON LND-XX-XXXX ii, ,,. :'··, ', '111:i ,iiiillllll 1lli 11. 1 r,L.AW ;:;;T : T MLS ROCTBA;_L o:A~'-AT -rmJ "MC~ AT gC,TTGM. " :'1111 ,,,.,r•'II ),11,,,, 0 1 :1111',il I I' ilill, , _ -CCNIF[ROCS 'Rel ' ,: l1 ii, :11111,, ':,i11·111,,,111 I:'' L1:l1t11i,,' ----' ,, f•R TREc sT"E p.,!,, ,, 1:-----·-· ~Xt. ,,rill ' ,·1·111 I . : ', ' ---#1 'r r, •AK :Jl.K , ,•lllllilllill!'lliiJ!ill Iii , .. !!:11111•, -& ," •P,E "Cc S ,<E ··• · • 1 · "'11111· " "'" '"J' .-, I'' '• ' 1fiil \H ,:·11111:·:11,: ' ., , --L D":. ,. --~ ------------------~ i RE~ORDING NO. I VOL./PAGE .--~ " ''j/ ' -:,\."~·~\\ ffi.-1 ~~:;_ ~:>i / /1?-. ~\~--·'-."':'-Ji!// ~-; >~ ·\ \j/l/ )-"'-:~-DECIOU()I_S 'R~E "'. \ -~·v /<~ ";,.::\. ' I ' ~-\,.JI,/~ ·n;_~\i"·,~c {"" -,r-------!P c1-_~~-o~:K, 1:x:~ -: & q,.,, .. ,0 [-.---·-(2j_ 2x·2· c.p·s·_TI\K .. rs. I JRl'·:~t-; '0 ~t.fl :Oh ~ ---:~ !L:~~:~Gl~~~Nl~::l.'.rl t. ~A::"-c'_ -: • i;>---~ ."" i, • \_/\, 1 / 3/\SKE~ N,W, 1/4, N.E:. t/4, S(C. 29, T. 23 North, R. 5 (asl, W,11, ~ LAND USE ACTION NUMBER: I LAND RECORD NUMBER: I LUA-XX-XXX-SHPL i LND-XX-XX~ ·1 [ SCALE: GRAPHIC SCALE. !"~30' , 1 inch ~ 30 FT. ,.,,,._._ ~ 1-----------3 ,cco ___ o -~_o ____ _ PORTION OF: . 'i] _ ~ N01'46 ,53.E 2660.65' (M) \ . ~ I ,-~ __ 2660.65' (P) __ CITY Of RENTON MON i,1863 LJ~I/ 1245.62 (c)--1r· _ .----e€r::::J E 1/4 OF 29-23-05 ClTY Of RENTON MON f1640 :I= l 'ii:'" FOUND CoPPER PIN IN CASE NE CORNER Of 29-23-05 116th AVE SE • ::: AT 1H[ INTER 116th AVE SE ' FOUND J" BRASS DISK ~ ::r: & SE 168th STREET , W/PUNCH IN CASE AT THE ;;: ~ N-167989.62 INTER 116th Al/f. SE & SE ;I ~ E-1J05752.B5 1soth STREET a. sorn1·oo·w IHlll•lt:1l!~l)] ' ,,-----; ..._~._/. --~::.::..: .. '".Jl:>"1' " .. EC-..,'[_ -;,,-., ______,_/ __ 1.,1,:01.D ,oo -:--r+lR-' ~ 'j -""7'\!--/ r,i:-BURi...AP & R":JIO'JE./ '';/ I ., ' ) . / WIRE BAS<['. j; '\,___>---< . ._le/ __ ,o /08 10"S0lv /'\ II\ ) 1· -/ s.c/s··.c ''.·.F.SGr '-..._J_/~>~<~--. .. //, f'C.A~:A ~I~: J S~~\:f~' X f.:OGT BAll :yo,rJ A: ()! [l'IICt. A;· 3:)[:'.)M N-17064-S.98 FOUND MON IN CASE ------ E-1305835,75 AT THE INTER. Of SE 113th AVE SE ~~=-©-ch 164th ST & 109th I I 1 -., :z.::;.__ q-' ~Q AVE SE I // NATI'/[ S0!, M CCN::-L_r~Ot.iS .,.REE Si.A.r"<l~G N.T.S. .~ .c:,~ . ,'J<':l ,-!. ~'I<{, ... / TRI:£ STA~NG DtfAll / I ) I ,, TL,ooaao0-089;, / ~ousE • I / -_I I ,~ i ·a~ 1 1' ,¢ 1' ) ·.,11-_r..,J-; N.T.S. WOOD FENC[ N01 '43'14"E WOOO Fc<C: ~~5£ CEDA fl ~ 312.60' LOT 2 / 1 1 j I I .c ,C, 192 "" ll /'\,, I LOT 1 \ I Ii I ::;: -/. .;.'\,, _ 5,09C sq 't) I I" ! <0 '" /~' ,----I :C. ~ , ~"'-3\ "I ~ ,, 1/f. \ , \ EX HOUSE ;i LL.I. j w / \ cJ. ; '·"' ,,.tt. _ __J 1~ '5 I , :-- 1 "vi r---------~ / , . 84, 73' " ~ : ) r_J ------~--::., .,__~-,~, I -1 400. 30' a! ::; · ·;,--s;------~ • '; :0 ------/ ...--000 FENCE • ---7··----=-<N * r ,,-/ N01'43'14"' '?.;,,.1::--..,,~-4-8 ' --·:-~---woooFLNCt -------· _-_-_-I ;1;1 1,11 1 ~s 4.94 0 v,h" j 1~ U I I rl / ' ' "' SURVEY NOTES: ~ INSTRUMENT: TOPCON GPT 3000W TOTAL STATION ye -TREES TO BE RETAINED METHOD usrn '~~ 'O:'e~~~'f's ~i~1~Gl£s ;".;~~s~HERRY I 1 11· I I WAC 332-130-090 2-9.2~ RED CEDAR J flt DATE Of SUR'vfY: MAY 2016 3-17 4" CHERRY I ' I I 2 -REPLACrnE, T T?EE BASIS Of ""RING, PLAT Of AKER'S FARM N0,6 4-6 3• APPLE 3 lo 3 i ' . . ' VOLUME 42, PAGE 1', . • 0 • 0.00 -SE 16•th STREET (N B8'0(46"W) 5-s.,. APPLE FOUNO MON IN CA ~· /'1'. BENCHMARK, QTY Of RENTON MON j 1640 6-5·2• APPLE AT THE INTER Of I V NE CORNER Of SEC 29-23-05 AT THE 7-8.4 APPLE 164th ST & 109th ~~;~·SY0""''"1 10' PLANTING STR'P INTERSEC~ON OF SE 16C•r ST ANO \16th AVE SE 8-6.8: APPLE A"-S£ I S01~00'W ~c===;~=== ">",:;,..,,;::i FOUNO 3 BRASS DISK "1TH PUNCH IN CAsE ,-7.8 APPLE 1 09th A'-cVE-=-~s_E_ '" ~ -.., _, 0 I I ~ ELEVATION "' 466.08 (NAVU 88) 10-7.6" APPLE ( 0 \ SITE BENCHMARK: EX1Sl1NG SS ldH AT "TH[ SC'VTHWEST CORNER \ OF THE sm:. , · . / DRIP LINE ELEVA-rlON = 428.75 NAVD88 I '-.__ ! ~TOUMA ENGINEERS AND LAND SURVEYORS, PLLC l REV 7-28-15 l>_j LALL Y'S SHORT PLAT I TREE RETENTION AND LANDSCAPE PLAN . RENTON, WASHINGTON :j L_ __ _ , 255 SW 41 st STREET RENTON, WASHINGTON 98057 425-251-0665 OFFICE 425-251-0625 FAX --------------~ I DRAWN BY: DATE JOB NO : DT JUJ...Y 11, 2016 991-nos-016 ~CKED BY: SCALE: I -SHEET 1 inch -JO n. 1 of 1 __j --------- i CITY OF RENTON SHORT PLAT NO. LUA-XX-XXX-SHPL KING COUNTY, WASHINGTON LND-XX-XXXX i---------------"------- / / SURVEY NOTES: INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAvERSE 'MTH ACnJAL FIELD MEASUREMENTS AND il.NGLfS WAC 332-130-090 DATE OF SURVEY: MAY 2016 BASIS OF BEARING: PL.AT Of AKER'S FARIA N0.6 '.QLUME 42, PAGE: 15. 0 9:: 164th STREET (N 88'04'46~W) BENCHMARK: CITY OF RENTON MON f 1640 NE C()fl:NER OF SEC 29-23-05 AT THE INTERSECTION OF SE 160th ST AND 116th AVE SE FOUND 3" BRASS f)JSJ( "Mll-1 PUNCH IN CASE 0 El£VAnON "' 466.0B {NAVO 88) SHE BENCHMARK: E){JSTING SS MH AT THE SOUTHWEST CORNER OF TI-IE sm. ELEVATION = 428.75 NAVD88 LEGAL DESCRIPTION: WEST 85 ITET Of THE ~ST 471.64 FEET MEASURED ALONG THE SOUTI-1 UNE OF ~ACT 5, BLOCK 10 , A.KER'S F,i.,RMS NO. 6, ACCORDING TO THE PLAT TrlEREOF" RECORDED IN VOLUME 42 OF PLATS, PAGE: 15, RECORDS or KJNG COUNTY . WASHINGTON. ,,~ TOPOGRAPlilC IIAP NOTES DRYCO SURVEYING 827 MA!N STREET SUMNER, WA 98390 RECORDING NO. VOL./PAGE GRAPHIC SCALE 1"~30' ~ SCALE: ~- 1 inch ~ 30 FT. 30 o 30 --- PORTION OF: N.W. t/4, N.£. f/.j, S[C. 29, T. 23 Norlh, R. 5 £ast, W,1,1. LAND USE ACTION NUMBER: I LAND RECORD NUMBER: LUA-XX-XXX-SHPL LND-XX-XXXX . ·-·~~~----- zcb ~ cm Of RENTON MON f!86::5 N01'46'53"E 2660.65' (M) ~0::.t 0 [J9-23-05 CITY OF RENTON t.lON f1S4-0 ~I/,-----~ _2660.B5' (P). VAT 1HE IN~R1f~~ IN CASE . -.--,~· '"'' -' .. ·--... FOUND 3• BRASS I -N-1679'9 62 W/PUNCH IN CASE ,,°~K 116th AVE SE ;<l 1=. H30575i.85 INTER 116th A ,r_ SE & S~ ': ~ 160th S1R£ET P s, N-1706'1"-98 ~ ;:: E-1305H35-75 FOUND MON IN CASE 1 );/ AT THE INTER Of SE "!)1 '07'00"W 164th ST " 109th I ' I\ 113th A VE -SE / )'0 A'ff_ SE I -I I j " / ./ N01 '43'14"E / )---,.,--,-,dwusE SI Jo_j,/ - 4 TljOOHHOO-OH93 / / ___.:;-1 d.' I :"1 , .'f'll< d --' ,-.,,, , ~ -17: I =t I,-.... ,. .. /...... \ J .,~ .~ ,o°' .n,."> ,"> ./• {0-' l!,°J'o----------- ~ "" ~ I ~~;~.} .,..~<-;"IJ,I . )"/ ~ / ~;&-----____ / / ?i:IA C:A' --~~-~ ·-9 'l R 312.60' / / ' LOT 1 ..; (./) .s:: 10 :; (D / d I ,0 ,0 '"·'' a 7 . " . ..,.. ,,, , 6 LOT 2 / ·•.; _ _ . :/ 0: . 'l! (]J ext) n 32 sq fc / ')--. 2 .5 . ~ z ;; ~ ~ I hi:, 10 9 (") ~) 3 1~ EX SE TO REMAIN -, • / -J,,. '5 )( flgg Ill? 5 r / I -~-. 1,749 sq.ft. , ~ CO<j , :'.? ,.~) 4 / "--· Jt;~ ;; 21-Q_ -~ [l}' j I" ~cs~ ~/ /'------~ N , _/ 7---._ • 17 7 r--~---/ ~ . 400.30' / / / / ilf00B800-0B91 "(y,.-' -·---43:""E,;i... /,,._------,---- TLfQ08800-089S -·-' J 1 • -------l '1 ,.j ,\, :,;c;;;,7,~,· L---1--;t_ ---'' , ; ; ' "---1 ' •-"" ·j I I I ,ohn I ,oJ I I r ! ; , CB TYPE 1 RIM El.£ -428.t7' iNV EL£ -426.17' 14• W HOPE INV EL£ -426.07' 14• E CONC INV EL£ -425.56' ff' N PVC SSMH RIM EL£ -428. 75' INV EL£ -415.12" E,W LEGEND / No MON !N CASE L rou R OF SE~ •oo·w 1-i l!J CB (TYPE 1) [iJ @ STMH (TYPE 11) :.i ® SANITARY SEWER MH )~ ~ WATER VAL VE ti\ EEi WATER METER/SERVICE 0 -0-FIRE H'i'URANT e, -0-UTILITY POLE E--·GUY 'MRC: + 1ZJ SIGNAL CABINET !SJ POWER JUNCTION BOX ffi 0 ):1 LIGHT POLE [D GAS VALVE r-p-i POWER VAULT ~ POWER PED EST AL TELEPHONE VAULT TELEPHONE CABtNET SIGN CONIFER TREE DECIDUOUS TREE MONITORtNG 'M::LL MAIL BOX PK NAIL MON IN CASE/ EX REBAR / PIPE AS NOTED / TREE UST 1-10S CHERRY 2-9.2• RED CEDAR 3-17.4• CHERRY 4-6S APPLE 5-6,r APPLE 6-5.r APPLE 7-8.4" APPLE 8-6.8" APPLE 9-7.8" APPLE 10-7.6" APPL£ 1 2 TOUMA ENGINEERS AND LS LAND SURVEYORS, PLLC 255 SW 41 st STREET RENTON, WASHINGTON 98057 425-251 -0665 OFFICE 425-25\-0625 FAX AT THE INT£ ,k 109th ! S0l'02_ .-;-;-<'IC 164th ST AVE SE 109th A VE SE w '-' ii: --... 0 REV7-25-16I> I LALL Y'S SHORT PLAT (;.~ >..~o'i1r'-,zrt%~\ TOPOGRAPHIC MAP (ll ~\11) RENTON, WASHINGTON DRAWN BY: DATE: JOB NI ~ OT JULY 11, 2016 991-C ~~ CHECKED BY: SCALE: SHEET 1 incrr -JO FT 1 ::if \~_Q~ 0~ ----·-. --- . ' CITY OF RENTON SHORT PLAT NO. LUA-XX-XXX-SHPL KING COUNTY, WASHINGTON LND-XX-XXXX OWNERS' DECLARATION l(!,IOW ALL PEOPLE BY THESE: PRESENTS THAT WE, TtiE UNO[RSIGNED OWNERS Of INTEREST IN TME I.AND H£J1:£Bl' SHOlfT SUB(HYIDEO, 00 HEREBY MAI([ A SHORT SUBDIVISION THEREOF AND DECLARE THIS 1,1,1.P TO BE THE GRAPHIC REPRESEt/TATION or Sol.Iii,[, A!,10 THAT SAID SHORT SUBDIVISION ts t,W)( WITH THE fll(E CONSrNT AHO IN ACCORDANCE WITH Tl,[ DE'$!1!E Of rnr OWNERS. IN 'll'ml[SS WHEREOF WE SET OUR HANDS It.ND SE~lS. KAMAUIT LALLY ACKNOWLEDGMENTS: STI\TE Of WA.SHI~ COUNTY OF _ I CERTIF"l" THl,.T I KNOW Off HAVE SAflSf"ACTORY EVIDENCE /HAT SIGNED TI-IIS INSTIMIDI.T AHO ACKNOWLEDGED -rr· TO BE (HIS/1-m<) FREE ,I.NO VOI..UNTARY ACT FOR THE USES AND PURP0S£S l,l[NTIONED IN THE IHSTRUMtltT. SIONATUR!: or NOTARY PUBLIC~-_ OATIO ---~----- i,y APPOINTMENT EXPIRES ------- OWNER INFORMATION: KAMAl.JIT LALLY 16422 ,oath AVf.. SE RENTON, WA 98055 DEVELOPER INFORMATION: KAMALJlT LALL 'r' 16422 108th A VE SE RENTON, WA 98055 SURVEYOR TOUMA ENGINEERS AND LAND SUR~YORS 255 SW 41st STREET RENTON, WA 98057 DAN TOUMA -206-304-3567 ZONING, SERVICE & UTILITY INFORMATION: TOTAL AREA -37,400 sq.ft. PRCPOSED LOTS -2 ZONING -R6 LOT ! -5,090 9q.ft. LOT 2 -30,192 sq.ft TRACT "A" -2,118 sq.ft. D£NS1TY -2.33 LEGAL DESCRIPTION: WEST 85 FEET OF lH[ EAST 471.64 F[fT MEASURED ALONG THE S0U1H UNE Of TRACT 5, BLOCK 10 , AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF Pl.ATS, PAGE 15, RECORDS Of" KING COUNTY , WASH!NGTON. ------··-·--·-' . --I VOL./PAGE I APPROVALS: crTY OF R:::NTON· ADMINISTRATOR, D£PARP..UNf Of" COI.IMliNITY AND ECONOI.IIC DEVELOPMENT (XAl,IINEO nm /IFPFIOYED li11S --DAY OF 4DMIN15TP.AT0ll LEGEND EfJ EX MON IN CASE EX REBAR / PIP£ AS NOTED 2D~--- / [ KING COUNTY DEPARTMENT OF ASSESSMENTS ().:AMl!sED l!.'10 APPROVED THIS ____ ()AY OF ----, 20 __ _ ------------------ASSESSOR OEPurr ASSESSOR -------·----- ACCOUNT tlUI.IBEI! 0088000890 ---~~ S[ 160th S"JRE£!. "' RECORDING NO. SCAL-E-,-~~---a-,o-c-K-.,-ur_o_sc_L6_GLRA-PH.rc SCALE 1"=30 ---; 1 inch = 30 Ff. ..i-w•w• 30 ' 0 30 PORTION OF: N.W. 1/4, N.E:. 1/4, SE:C. 29, T. 23 Norlh, R. S E:ast, W.M. aTY OF RENTON MON #1863 & SE 16Bth S1REET N-167989 62 ~ , 0 • SET 1 /2~ REBAR & CAP f3899/ 1 SHE ~ ~ E 1/4 Of 29-23---05 FCUND COPPER PIN lN CASE J AT TI-lE INTER 116th A\/E SE ~\ N01'46 ,53 .E 266065' (M) ~ E-130575285 + SECTION CORNER ~ QUARTER CORNER/ / / / / "' .<)<.: f ,p 1' ,(> -1- ·.,.-3-,<-.,,,.. ___ _ 2660 65' (P) _ ___--,......... \ V 1245 62 (CJ :!\;: 1-r \ 116th AVE SE ~ - CITY OF RENTON MON f\640 ~ ~ NE CORNER OF 29-23-05 ~ ~ FOONO 3" BRASS DISK c,; ~ . W/PUNQi IN CASE AT THE o, S01'07'oo·w ~ INTER 116th AVE SE & SE FOUND I.ION IN CASE I ·, -113th A VE SE 160th SIBEH AT 11-IE INTER. Cf" SE 1 N-170648.98 164th ST & 109th I I ' E-1305835.75 AVf. SE " / ~, HOG WIRE FENCE RELOCA TEO Tt.f00880()-089'3 / I >< PER SECTION 8 UNDER FIRST AI.IEJ!:ICAN / / EX fioUSE ~ TITLE REPORT *4209-2564407 / S[ 168th S'!REET 'I I -'\J SE '"" STREU [i,, ~ ~ "' ~ I "' ~ ~ \IICINITY MAP PER ROS 20080204900003 / / J~ I N01"43'14"E / -. -3000 30.oo _ __ _ _ _ _ _ 397.54 1 I t ----S01.43'14PW 312.60 _ o, •• --------...; 1 =""' --1 30.00' v, I' -,~~~~.~~~ ,_ / LOT 2 5;:· '92 ~c 'I_ 400.30' / / / / / N01 "43'-14 / I ' 'i:, I I LOT 1 I CC! §: I s.oso sq. ft ~ )g I I }.J 1~ I I ~ 1~3 '-11" -=-~--·-_ ___J A , ........ L ~ . 84.73' st c, ~ I --0 l:il .\-_ r TRACT "A" ~ :, ~ 2,1'.6 soft ~ (.I} ~ -84.64 N 1.~ I -I~ I~ 484.94' / TL#Q06800-0891 Tl.lQ08800-0896 i I I I SURVEY NOTES: INSTRUMENT: TOPCON GPT lOOOW TOTAL STATION METiiOD USED: FlELD IBA\/ERSE WITH AC'lUAl llf!OBB00-0895 EASEMENT NOTES .c: -v CD u.J ui FIELD MEASUREMENTS ANO ANGLES WAC 332-130-090 DA TE Of SURVEY: MAY 2016 BASIS Of BEARING: PLAT OF AKER'S FARM N0.6 VOLUME 42, PAGE 15. ~ SE 164th STREET (N B8'04'4£"W) BENCHMARK: CITY OF RENTON MON I 1640 NE CORNER OF SEC 29-23-05 AT THE INTERSECTION CF SE 16oth ST ANO 116th AV£ SE FOUND 3• BRASS DISK WITH PUNCH IN CASE PER FIRST AMERICAN Till.£ COMPANY COMMll'MENT NUMBER 4209-2564407 DATED NO'v£MBER 2.J, 2015 SCHEOULCB~ SECllON 2, EXCEPllONS 3. EASEMENT, INCLUDING TERI.IS AND PROVISIOOS FOR PUGET SOUND POWER AND LIGHT COMPANY UNDER KING COUNTY RECORDING NUMBER 7105180453. (NOT PLOTABL£) 4. EASEMENT, lNCLUO!NG TERt.lS AND PROVISIONS IN fAVOO Of UNITED STA1£S OF AMERICA FOR Et.EClR!C TRANSMISSION LINE UNDER US DIS1R!CT COORT CAUS[ NUMBER 458 AFFECTING THE NORTHERLY PORTION AS THE C0\.1NGTON-SEAffiE 'TRANSMISSION LINE AS LOCA TEO. / 3000 ; 30.00 I J FOUND MON lN CASE -d,.._ AT THE INTER OF S[ 164th ST &: 109th ~ r1 S01~7'00"W A'ff. SE ~9th AVE SE, --~ I ~ El.EVAllON "' 466.08 (NAW 68} SITE BENCHMARK: EXISTING SS MH AT niE SOUTHWEST CORNER OF THE S!TE. ELEVATION "' 426.75' NAVDBB 6. SE GREGA TlON OF CONNECllON CHARGES AGREEMENT AN THE TERMS ANO CONDITIONS 8£TWEEN RANDALL PARSONS AND CASCADE SEWER DIS1RICT UNDER KING COUNTY RECORDING NUMBER 8611070989. i LJ '! I"' ' REV 7-27~12 Ii I -----------1'r-~-~--ILAALIILYY~'S~SS;HHOORRTTPIPLAT J = TOUMA ENGINEERS AND PLAT PLAN ~;-~-~ER'S CERTIFICATE ISURVEYOR'S--CERTIFICATE I 'rlLED COR RECORD THIS ... DAY Of . ,20 .. AT ... M ·N BOOK .. OF .. AT PAGE.. AT THE REQUEST OF SURVEYOR'S t~AM E MGR S0PT. OF RECORDS ~---- THIS MAP CORIUCTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF Tl-IE SURVEY RECORDING ACT AT THE REQUEST Of ________ ----~-- IN P,L.S, CERTIFICATE NO. 38992 5 LAND SURVEYORS, PLLC -·-RENTON, WASHINGTON ·-·- 255 SW 41 st STRHT RENTON, WASHINGTON 98057 425-251 -0665 OFFICE 425-251-0625 FAX : DRAWN BY: DATE: , JOS NO.: ' j OT ~'ULY 11. 2016 991-005-016 I ---~- CH[CK£0 BY: SCALE: SHEET: 1 inch -'-30 FT I ol ~-.. _--~ 11 2DT23NR5EE1,2 -.. ··,·. -_ ~ b-I ., 29 T23N R5E _E-1 /2 .----1 1 I Reninr L----1 LJ HJH 5t!Cl1ons F >!<'n1 H .. 1rSec11:,n Oe~19nah<•• ,'j,;>/ :c•1; V!nlt!, Vi L->,e UJ}< IIH:, 1,d~S(~ flGJ,ry' , 1·1.11r,~.,~1fi.•II ;.;n1 -_;:,;:_{; (iMJ lr,d·JS;~a· IJOO~un (f<.'.] !-'.r,sdfflla 1r:lu,;;r. -' ·" ,t. ,=.: t; liL l!SE W 1:2 l\5F F 1i2 R5[ W Vi l'.51: [ 1/2 Page i Index I PAGE# . ' City of Renton Print map Template None 0 128 0 64 128 Feel S_ 1984_Web_Mercator_Aux11iary_Sphere ~ton Finance & IT Division C ity and County Boundary Other [ ,.A Cit-, ol Renton Addresses Parcels Coalmine • HIGH [_, MODERATE UNCLASSIFIED ~lnm:a (;itv nf RP.ntnn Information Technology -GIS RentonMapSupport@Rentonwa.gov 1/6/2016 • >90% (Protected) Environment Designations O Natura.I D Shore,ne Hiyh lnlcnsrty O Shorclne Isolated High Intensity 0 Shoreine Residential O Urban Conservancy 0 J urisdictions ftll!. n-Jp I!. ;J 11,1: ,Jwr !:r,11t~J ",j;tfl! 011:l1\II fr(Jlfl ;In •,ll"l!'l:1 nJ~png C.l'f' ;,md ~ for ll"forf'ri ,t! 01 t, D:l''.' hy1•tr'i lh,1' ,1rllhH r'.11 n 111ilp r,·,,y or llk'IY 11, I be ,c urat· or otfl r.'Jl"-1"' rd,1ble THIS MAP IS NOT TO BE USED FOR NA\llGATION Leslie Betlach :) ------Kenton® Plan Review Routing Slip Plan Number: Site Address: LUA16-000566 10936 SE 164TH ST Name: Khalid Short Plat Preapplication Description: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 37,400 square foot (0.86 acre) lot, zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and 5,090 SF for Lot 1. Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and Mine Safety Hazard Report with the application. -------·------- Review Type: Community Services Review-Version 1 Date Assigned: 08/05/2016 Date Due: 08/19/2016 Project Manager: Angelea Weihs Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Plants Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/GI a re Historic/Cultural Preservation Recreation Airport Environmental Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. &-za-f/? Sion:afl me of Director or Authorized Reoresentative Date Terry Flatley () -~R:~e·.~nt 0o>T'n°'. ,.·~ ~,,:11':·~ Plan Review Routing Slip Plan Number: Site Address: LUAlG-000566 10936 SE 164TH ST Name: Khalid Short Plat Preapplication Description: The applicant is requesting Preliminary Short Plat approval far the subdivision of an existing 37,400 square foot (0.86 acre) lot, zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and 5,090 SF for Lot 1. Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnicai Engineering Study, and Mine Safety Hazard Report with the application. Review Type: Date Assigned: Date Due: Community Services Review-Version 1 08/05/2016 08/19/2016 Project Manager: Angeiea Weihs Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Pia nts Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/Glare His tori c/Cultura I Preservatl on Recreation Airport Environmental Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Along SE 164 Street -add curb, 8' wide planting strip, one small-maturing street tree (overhead electric wires), and sidewalk. Street tree no closer than 30 feet from street light (on the east side of property frontage), Signature of Director or Authorized Representative Date COMMUNITY SERVICES -----Kenton® Plan Review Routing Slip Plan Number: Site Address: LUAlG-000753 575 RAINIER AVE N Name: Renton Sobering Center Pilot Program Description: The applicant is requesting a Temporary Use Permit in order to utilize approximately 800 square feet of the existing 14,049 square foot St. Vincent de Paul store, located at 575 Rainier Ave N, as a Sobering Center Pilot Program for a period of 9 months. The sobering center would have available space for 8 adult individuals with chronic substance abuse disorders. The project site totals 39,822 square feet in area and is located within the Commercial Arterial {CA) zone. The applicant is not proposing any exterior improvements. The estimated state date for the sobering center is November 1st, 2016. The proposed hours of operation are 7pm -7am. Review Type: Date Assigned: Planning Review-Version 1 09/26/2016 Date Due: 10/12/2016 Project Manager: Angel ea Weihs Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Pia nts Housing land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: ·---------------·····--·--····----········------ Light/Glare Historic/Cultural Preservation Recreation Airport Envi ronmenta I Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation · Comments that impact the project including any of the Enivornmental Impacts above. Correction · Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit· I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added Signature of Director or Authorized Representative j{)-5-({p Date DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ¢ CITYOF ~ ---------Renton v A. ADMINISTRATIVE REPORT & DECISION DECISION: 0APPROVED [gJ APPROVED SUBJECT TO CONDITIONS D DENIED REPORT DATE: November 29, 2016 Project Name: Khalid Short Plat Owner: Kamaljit Lally, 16422 108th Ave SE, Renton, WA 98055 Applicant/Contact: Adam Paul, AP Consulting Engineers PLLC, PO Box 162, Auburn, WA 98071 File Number: LUA16-000566, SHPL-A Project Manager: Angelea Weihs, Assistant Planner Project Summary: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 37,400 square foot (0.86 acre) lot, zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on Lot 2, and a new single family residence is proposed on Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and 5,090 SF for Lot 1. Access to the lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and a Mine Safety Hazard Report with the application. Project Location: 10936 SE 164th ST Site Area: 37,400 square foot (0.86 acres) Project Location Map Staff Report_Khalid Short Plat_16-000566 City of Renton Deportment of Community & Economic Development KHALID SHORT PLAT Administrative Report & Decision LUA16-000566 November 29, 2016 I 8. EXHIBITS: Exhibit 1: Staff Report Exhibit 2: Short Plat Plan Exhibit 3: Tree Retention and Landscape Plan Exhibit 4: Arborist Report Exhibit 5: Drainage Report, dated September 23, 2016 Exhibit 6: Conceptual Drainage/Utilities Plan Exhibit 7: Geotechnical Report, dated June 6, 2016 Exhibit 8: Neighborhood Detail Map Exhibit 9: Public Comment letter Exhibit 10: Staff Response to Public Comment(s) Exhibit 11: Density Worksheet and attachments Exhibit 12: Mine Safety Hazard Report, dated February 25, 2016 Exhibit 13: Cement Concrete Driveway Entrance -Modified Standard Detail 104.3 Exhibit 14: Advisory Notes ! C. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Classification: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: 5. Critical Areas: 6. Neighborhood Characteristics: Kamaljit and Darshan Lally 16422 108th Ave SE Renton, WA 98055 Residential-8 (R-8) Residential Medium Density (MD) Single Family Residence Coal Mine Hazard a. b. North: East: Single Family Residential, transmission line right af way, R-8 Single Family Residential, R-8 c. South: Single Family Residential, R-8 d. West: Single Family Residential, R-8 6. Site Area: 0.86 acres II D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Land Use File No. Annexation Staff Report_Khalid Short Plot_16-000566 N/A N/A N/A Ordinance No. 5758 5758 5327 Page 2 of 17 06/22/2015 06/22/2015 03/01/2008 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000S66 November 29, 2016 Page 3 of 17 I E. PUBLIC SERVICES: 1. Existing Utilities a. Water: Water service will be provided by Soos Creek Water and Sewer District. b. Sewer: Sewer service is provided by Soos Creek Water and Sewer District. There is an existing sewer main in SE 164th St. c. Surface/Storm Water: The existing property does not contain stormwater facilities. There are existing storm drainage facilities located in SE 164th St. 2. Streets: The subject property fronts SE 1641h St. along the south property line. SE 164'h St. is classified as a Residential Access Road. 3. Fire Protection: Renton Fire Authority F, APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 3 Environmental Regulations a. Section 4-3-050: Critical Area Regulations 3. Chapter 4 City-Wide Property Development Standards 4. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivision 6. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element I H. FINDINGS OF FACT {FOF): 1. The Planning Division of the City of Renton accepted the above master application for review on August 1", 2016, and determined the application complete on August 5'', 2016. The project complies with the 120-day review period. 2. The project site is located on the north side of SE 1641h Street at 10936 SE 1641h Street. 3. The site is currently developed with a single family residence which is proposed to be retained. 4. Access to the new lots would be provided via a shared driveway off of SE 1641h Street. 5. The property is located within the Residential Medium Density (RMD) Comprehensive Plan land use designation. 6. The site is located within the Residential-8 (R-8) zoning classification. Staff Report_Khalid Short Pfat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 Page 4 of 17 7. There are approximately 10 trees located on site of which the applicant is proposing to retain a total of 7 trees. 8. A moderate coal mine hazard area is mapped on site. 9. Approximately 80 cubic yards of material would be cut on site and approximately 133 cubic yards of fill is proposed to be brought into the site. 10. Staff received 1 public comment letter (Exhibit 9). To address public comments the following report contains analysis related to setbacks, drainage, building coverage, and coal mine hazards. 11. No agency comments were received. 12. The applicant submitted the Short Plat Plan (Exhibit 2) with the application submittal materials on August 1", 2016. The applicant submitted a revision to the Short Plat Plan on October 13, 2016; however, the new submittal revises the lot numbers and eliminates required information, which is inconsistant with the original application. Therefore, for the purposes of this report, the original Short Plat Plan, dated July 11, 2016, has been evaluated and is attached as an Exhibit. 13. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 14. Comprehensive Plan Compliance: The site is designated Residential Medium Density (MD) on the City's Comprehensive Plan Map. The purpose of the MD designation is to allow a variety of single-family and multi-family development types, with continuity created through the application of design guidelines, the organization of roadways, sidewalks, public spaces, and the placement of community gathering places and civic amenities. The proposal is compliant with the following Comprehensive Plan Goals and Policies if~ conditions of approval are met: Compliance Comprehensive Pla11;A11alysis, I .,>::ii;<<:, .·· ,. ' . .• . ' ,/ Policy L-3: Encourage infill development of single-family units as a means to meet growth targets and provide new housing. Goal L-1: Utilize multiple strategies to accommodate residential growth, including: • Development of new single-family neighborhoods on large tracts of land outside the City Center, ,/ • Development of new multi-family and mixed-use in the City Center and in the Residential High Density and Commercial Mixed Use designations, and • Infill development on vacant and underutilized land in established neighborhoods and multi-family areas. Policy L-37: Land uses in areas subject to flooding, seismic, geologic, and coal mine ,/ hazards should be designed to prevent property damage and environmental degradation before, during, and after construction. ,/ Goal L-BB: Maintain a high quality of life as Renton grows by ensuring that new development is designed to be functional and attractive. ,/ Goal L-FF: Strengthen the visual identity of Renton and its Community Planning Areas and neighborhoods through quality design and development. ,/ Policy L-49: Address privacy and quality of life for existing residents by considering scale and context in infill project design. Staff Report_ Khalid Short Plat_ 16-000566 City of Renton Deportment of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 Page 5 of 17 15. Zoning Development Standard Compliance: The site is classified Residential-8 (R-8) on the City's Zoning Map. Development in the R-8 Zone is intended to create opportunities for new single family residential neighborhoods and to facilitate high-quality infill development that promotes reinvestment in existing single family neighborhoods. It is intended to accommodate uses that are compatible with and support a high-quality residential environment and add to a sense of community. The proposal is compliant with the following development standards if all conditions of approval are met: Compliance R-8 Zone Develop Standard!fand Analysis :, .. ',:• . . ... . ... Density: The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per net acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. Staff Comment: The project site totals 37,400 square feet /0.86 acres). After the deduction of 2,118 square feet af private access easements, the site has a net area of 35,282 square feet (0.81 acres). The proposal for 2 lots on the project site would result in a net density of 2.47 dwelling units per acre (2 lots/ 0.81 acres= 2.47 du/ac), which is less than the minimum density permitted in the R-8 zone. Per RMC 4-2-110D1.b., in the event the applicant can show that minimum density cannot be achieved due to lot ,/ configuration, lack of access, environmental or physical constraints, minimum density requirements may be waived. The applicant has demonstrated /See Exhibit 12) that minimum density requirements cannot be met due to 21,372 square feet (.491 acres) of land directly underneath a transmission line right-of-way easement. The easement prevents the applicant from developing on the north portion of the site. In addition, as stated in FOF 17, the Mine Safety Hazard Report notes that the coal mine hazards most likely lie within in the electrical utility easement corridor, further restricting the development potential of the easement. Due to the physical constraints presented by the easement and coal mine hazards, minimum density cannot be achieved and staff recommends approval of the two lots at a density of 2.47 du/ac. Lot Dimensions: The minimum lot size permitted in the R-8 zone is 5,000 sq. ft. A minimum lot width of 50 feet is required {60 feet for corner lots) and a minimum lot depth of 80 feet is required. The following table identifies the proposed approximate dimensions for Lots 1-2 Proposed Lot Lot Size (sq. ft.) Lot Width (feet) Lot Depth (feet) ,/ Lot 1 5,090 85 84.7 Lot 2 30,192 110 356.45 Tract A 2,116 N/A N/A Staff Comment: The proposed lots would comply with the minimum lot size, width, and depth requirements of the R-8 zone /Exhibit 2/. Tract A is o joint use access and utility tract located along the west property line that measures 25 feet wide by 84.64 feet long (starting at the southwest corner of the property at SE 164'h St.). ,/ Setbacks: The required setbacks in the R-8 zone are as follows: front yard is 20 feet, side yard is 5 feet, side yard along the street 15 feet, and the rear yard is 20 feet. Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000S66 November 29, 2016 Compliant if condition of approval is met Page 6 of 17 Staff Comment: The existing single family home on Lot 2 would continue to face the west and would access from the proposed shared driveway extending from SE 164'• St, along the west property line. The existing front yard setback for the home is legal, nonconforming at 12.4 feet and would remain at 12.4 feet from the west property line. All other setbacks for the existing home meet or exceed the minimum setbacks of the R-8 zone (Exhibit 2}. Lot 1 is oriented so that the front yards would face the south towards SE 164'• St. Lot 1 would access from the shared driveway tract (Tract A). The proposed lots appear to contain adequate area to accommodate all the required setback areas and provide a sufficient sized building pad. Compliance with building setback requirements for the residence proposed to be constructed on Lot 1 would be verified at the time of building permit review. Building Standards: The R-8 zone has a maximum building coverage of 50% and a maximum impervious surface coverage of 65%. In the R-8 zone, a maximum building height of 2 stories with a wall plate height of 24 feet is permitted. Roofs with a pitch equal to or greater than 4:12 may project an additional six (6) vertical feet from the maximum wall plate height. If the height of wall plates on a building are less than the states maximum the roof may project higher to account for the difference, yet the combined height of both features shall not exceed the combined maximums. Common rooftop features, such as chimneys, may project an additional four (4) vertical feet from the roof surface. Non-exempt vertical projections (e.g., roofs pitched less than 4:12, decks, railings, etc.) may extend up to six (6) vertical feet above the maximum wall plate height if the projection is stepped back one-and-a-half (1.5) horizontal feet from each minimum building setback line for each one (1) vertical foot above the maximum wall plate height. Wall plates supporting a primary roof surface that has only one (1) sloping plane (e.g., shed roof) may exceed the stated maximum if the average of wall plate heights is equal or less than the maximum wall plate height allowed. Staff Comment: The existing single family home on Lot 2 has a building footprint of approximately 1,749 square feet and a building coverage of 5.8 percent (1,749 sf I 30,192 sf= 5.8%}. Lot 2 also contains a 540 square foot driveway. The impervious area for Lot 2 is approximately 7. 6 percent (1,749 sf+ 540 sf= 7.6%}. The existing one-story, single family structure complies with the building standards of the R-8 zone. Building height, building coverage, and impervious surface coverage for the new single family residences would be verified at the time of building permit review. Landscaping: The City's landscape regulations (RMC 4-4-070) require a 10-foot landscape strip along all public street frontages. Additional minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover, are to be located in this area when present. Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. A minimum of two trees are to be located in the front yard prior to final inspection for the new Single Family Residence. Staff Comment: Landscaping is required for all subdivisions, including short plots. A detailed landscape plan must be approved prior to issuance of street or utility Stoff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 Compliant if condition of approval is met Page 7 of 17 construction permits. The applicant has submitted a conceptual landscape plan /Exhibit 6); however, landscaping for the 10-foot onsite landscape strip and the 8-foot right-of-way planter strip was not identified. Staff recommends as a condition of approval that the applicant submit o revised Landscape Pion. The revised landscape plan shall show a minimum of 10-feet on-site landscaping along the public street frontage and street trees with ground cover within the street planter strip, consistent with RMC 4-4-070. A minimum of one street tree shall be planted per address. The eight foot /8'} planter strip shall be planted with small maturing street trees to prevent conflict with overhead electric wires. The street trees shall be no closer than 30 feet from the street light on the east side of property frontage. Lot 2 does not have public street frontage, so a minimum af two trees shall be located in the front yard of Lat 2 to comply with street tree requirements. In addition, the proposed shared driveway tract abuts an existing shared driveway on the property to the west. The applicant proposes a 5 foot space between the west property line and the paved area af the shared driveway. The code requires that pervious areas, with the exception of critical areas, shall have landscape treatment. Therefore, in order to reduce the visual impact of the two abutting shared driveways, staff recommends o condition of approval, that the revised landscape plan include a 5 foot landscape strip between the shared driveway and the west property line, that includes o mixture of shrubs and groundcover. The applicant would be required to record a note on the face of the plat that executes a shared maintenance agreement for equal ownership and maintenance responsibilities for improvements in Tract A. A draft version of a shared maintenance agreement shall be submitted for review and approval by the current planning project manager prior to short plot recording. If the applicant creates a home owners association for ownership and maintenance responsibilities for improvements in Tract A, then HOA documents shall be submitted for review and approval by the current planning project manager and the City Attorney prior to short plat recording. Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations require the retention of 30 percent of trees in a residential development. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and Other significant non- native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. A minimum tree density shall be maintained on each residentially zoned lot. For detached single family development, the minimum tree density is two (2) significant Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT ,nity & Economic Development Administrative Report & Decision LUA16-000S66 November 29, 2016 Page 8 of 17 trees for every five thousand (5,000) square feet. The tree density may consist of existing trees, replacement trees, trees required pursuant to RMC 4-4-070F1, Street Frontage Landscaping Required, or a combination. Staff Comment: An Arborist Report (Exhibit 4} and conceptual Tree Retention and Landscape Plan (Exhibit 3) was submitted with the project application materials. According to the Arborist Report, a total of 10 significant trees are located on the project site. Of the existing 10 trees, 2 of the trees (trees number 1 and 3) were deemed to be in poor health and recommended for removal. Of the 10 significant trees, 30% or 3 trees are required to be retained. As a result, the applicant is proposing to retain 8 trees, thereby, meeting the minimum tree retention requirements of the R-8 zone. The applicant is proposing to plant 2 trees on Lot 1 in order to comply with tree density. Lot 2 complies with minimum tree density requirements. A detailed Tree Retention plan shall be submitted at the time of utility construction permit application to the current planning project manager for review and approval. The detailed Tree Retention plan shall demonstrote compliance with minimum onsite tree density requirements. The onsite trees shall be installed prior to final occupancy for the new homes. Parking: Parking regulations require that a minimum of two parking spaces be provided for each detached dwelling. Driveway cuts are required to be a minimum of 5 feet from property lines and new driveways may be a maximum of 16 feet in width at the property line. Maximum driveway slopes shall not exceed fifteen percent (15%); provided, that driveways ,/ exceeding eight percent (8%) shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Staff Comment: Each lot contains adequate area for the provision of the required parking spaces. Compliance with the driveway standards would be verified at the time of building permit review. 16. Design Standards: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R- 8 zone. The Standards implement policies established in the Land Use Element of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Standards would be verified prior to issuance of the building permit for the new single family homes. The proposal is consistent with the following design standards, unless noted otherwise: N/A Lot Configuration: N/ A Garages: One of the following is required; the garage is: 1. Recessed from the front of the house and/or front porch at least eight Compliance feet (8'), or not yet 2. 2.Located so that the roof extends at least five feet (S') (not including demonstrated eaves) beyond the front of the garage for at least the width of the garage plus the porch/stoop area, or 3. Alley accessed, or 4. Located so that the entry does not face a public and/or private street or Stoff Report_ Khalid Short Plat_ 16-000566 City of Renton Department of Co KHALID SHORT PLAT 'nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 Page 9 of 17 an access easement, or 5. Sized so that it represents no greater than fifty percent (50%) of the width of the front facade at ground level, or 6. Detached. The portion of the garage wider than twenty six-feet (26') across the front shall be set back at least two feet (2'). Staff Comment: Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. Primary Entry: One of the following is required: 1. Stoop: minimum size four feet by six feet (4' x 6') and minimum height twelve inches (12") above grade, or 2. Porch: minimum size five feet (S') deep and minimum height twelve Compliance inches (12") above grade. not yet Exception: in cases where accessibility (ADA) is a priority, an accessible route may be demonstrated taken from a front driveway. Staff Comment: The primary entry of the new home to be built on Lot 1 shall be on the fa~ade facing SE 164" St. Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. Fa~ade Modulation: One of the following is required: 1. An offset of at least one story that is at least ten feet (10') wide and two Compliance feet (2') in depth on facades visible from the street, or not yet 2. At least two feet (2') offset of second story from first story on one street demonstrated facing facade. Staff Comment: Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. Windows and Doors: Windows and doors shall constitute twenty-five percent (25%) Compliance of all facades facing street frontage or public spaces. not yet Staff Comment: The home proposed on Lot 1 would be required to meet this standard demonstrated along the facade facing SE l 64'h St. Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. N/A Scale, Bulk, and Character: N/ A Roofs: One of the following is required for all development: 1. Hip or gabled with at least a six to twelve (6:12) pitch for the prominent Compliance form of the roof (dormers, etc., may have lesser pitch), or not yet 2. Shed roof. demonstrated Additionally, for subdivisions greater than nine (9) lots: A variety of roof forms appropriate to the style of the home shall be used. Staff Comment: Compliance for this standard would be verified at the time af building permit review. No changes are proposed to the existing single family structure. Compliance Eaves: Both of the following are required: not yet Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT ,nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 Page 10 of 17 demonstrated 1. Eaves projecting from the roof of the entire building at least twelve inches (12") with horizontal fascia or fascia gutter at least five inches (5") deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of two inches (2") from the surface of exterior siding materials. Staff Comment: Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. Architectural Detailing: If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least eight inches (8") is required between the first and second story. Additionally, one of the following is required: Compliance 1. Three and one half inch (3 1/2") minimum trim surrounds all windows not yet and details all doors, or demonstrated 2. A combination of shutters and three and one half inches (3 1/2") minimum trim details all windows, and three and one half inches (3 1/2") minimum trim details all doors. Staff Comment: Compliance far this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. Materials and Color: For subdivisions and short plats, abutting homes shall be of differing color. Color palettes for all new dwellings, coded to the home elevations, shall be submitted for approval. Additionally, one ofthe following is required: 1. A minimum of two (2) colors is used on the home (body with different Compliance color trim is acceptable), or not yet 2. A minimum of two (2) differing siding materials (horizontal siding and demonstrated shingles, siding and masonry or masonry-like material, etc.) is used on the home. One alternative siding material must comprise a minimum of thirty percent (30%) of the street facing facade. If masonry siding is used, it shall wrap the corners no less than twenty four inches (24"). Staff Comment: Compliance for this standard would be verified at the time of building permit review. No changes are proposed to the existing single family structure. 17. Critical Areas: A moderate coal mine is mapped on the northern end of the project site. No other critical areas are identified on site. Project sites which contain critical areas are required to comply with the Critical Areas Regulations (RMC 4-3-050). The proposal is consistent with the Critical Areas Regulations: Geologically Hazardous Areas: Based upon the results of a geotechnical report and/or independent review, conditions of approval for developments may include buffers and/or setbacks from buffers. A standard 15-foot building setback is required for all structures from Protected Slope areas. A SO-foot buffer and 15-foot building setback are required from Very High Landslide Hazard Areas. Staff Comment: City Records indicate that o moderate cool mine hazard area is mapped on the northern end of the project site, approximately 140 feet north of the Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision WA16-000S66 November 29, 2016 Page 11 of 17 existing single family home. A Mine Safety Hazard Report was submitted with the application. No test holes were excavated as part of the coal mine hazard assessment. The Mine Safety Hazard Report references the Washington State Coal Mine Map Collection, Division of Geology and Earth Resources-Washington Geologic Survey, which provides a typical stratigraphy of the Coal Bearing Seams in the Renton area of the site location. The geology of the area, as identified in the "United States Department Agriculture Soil Conservation Service {SCS), Soil Survey of King County Area, Washington. 1973" was mapped as part of the Alderwood Series of soils, specifically as Alderwood gravelly sandy loam soils (AgC} with 8 to 15% slopes. Drainage and permeability is very low to moderately low. Runoff is moderate, and the erosion hazard is slight. The soils and land types formed largely in deposits of glacial drift and/or glacial outwash in the form of Ridges and Hills during the Vashon stade of the Fraser glaciation late in the Pleistocene. Based on the Mine Safety Hazard Report, the project site is located approximately 150 feet south and 300 feet east of the potential Coal Mine Hazard Area, which is most likely within the electrical utility easement corridor. The report identifies the coal mine hazard as a "declassified" coal mine hazard area, where the risk of catastrophic ca/lapse is not significant and special engineering or hazard mitigation is not required. The report further states that there are numerous houses in the current area (to the north, near the mapped hazard area) that do not show signs of subsistence or structural damage possibly caused by the potential mass ground movement associated with Mine Hazard Areas. The report states that the project site is located outside of the possible Mine Hazard Area and is suitable for the proposed construction. Staff recommends a condition of approval requiring the applicant record the geologic risks of the site development on the recorded short plat. 18. Compliance with Subdivision Regulations: RMC 4-7 Provides review criteria for the subdivisions. The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: Compliance Subdivision Regulations and Analysis j . "'--' ',_ : .. Access: Each lot must have access to a public street or road. Access may be by a shared driveway per the requirements of the street standards. The maximum width of single loaded garage driveways shall not exceed nine feet (9') and double loaded garage driveways shall not exceed sixteen feet (16'). Staff Comment: Along the west property line, the applicant is proposing a 25 foot by 84.64 foot (2,116 sf) rectangular tract with a 16-foot wide paved shared driveway to served Lots 1 and 2 from SE 164'h St. Access to each of the lots would be gained via the Compliant proposed shared driveway. The proposed shared access does not meet the requirements for emergency services. Fire department apparatus access roadways are required to be if canditian a minimum of 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning of approval radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 75 psi is met point loading. Access is required within 150 feet of all points on the buildings. The shared driveway is required to have a minimum 20-foot wide paved roadway for Staff Report_Khalid Short Plat_16-000566 City of Renton Department of C< KHALID SHORT PLAT ,nity & Economic Development Administrative Report & Decision LUA16-000S66 November 29, 2016 Page 12 of 17 emergency vehicle access, which shall extend ta a depth sufficient to provide access to within 150 feet of all points on the buildings. Therefore, staff recommends, as a condition of approval, that the applicant either request a variance from the fire code to allow a 16-foot wide fully paved fire apparatus access roadway, or provide a 20 foot wide paved shared access driveway for emergency vehicles in order to provide fire access to within 150 feet of all points on each building. If a variance is not granted by the Renton Fire Authority, the increase in the driveway impervious surface area would result in the requirement to update the drainage report with revised impervious surface calculations as part of the construction permit application. Any increase in new impervious surface areas which results in more than 5,000 square feet of new impervious surface far the site will require a full drainage review in accordance with the Utility Standards which are in effect at the time of construction permit application. Alley access is the preferred street pattern far all new residential development except in the Residential Low Density land use designation /RC, R-1, and R-4 zones). The City uses the following factors to determine whether the use of alleys is not practical, including: a) Size: The new development is a short plat; b/ Topography: The topography of the site proposed for development is not conducive for an alley configuration; c) Environmental Impacts: The use of alleys would have more of a negative impact on the environment than a street pattern without alleys; d) If site characteristics allow for the effective use of alleys (RMC 4-7-150E.5/. The short plat has public street frontage on SE 164'h St. and the use of alleys would not be characteristic of the neighborhood or practical. The existing street grid would not support alley access beyond the proposed construction of the access drive /Exhibit 2/. As stated in FOF 15, the applicant would be required to record a note on the face of the plat that executes a shared maintenance agreement for equal ownership and maintenance responsibilities for improvements in Tract A. The maintenance agreement shall address both the roadway and the landscaping in the 5-foot landscape strip. Driveways shall be designed in accordance with Modified City Standard Plans 104.3 /RMC 4-4-080; Exhibit 13/. A construction permit for frontage improvements would be required. Blocks: Blocks shall be deep enough to allow two tiers of lots. Staff Comment: No blocks are proposed. Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone and allow for reasonable infill of developable land. All of the proposed lots meet the requirements for minimum lot size, depth, and width. Width between side lot lines at their foremost points (i.e., the points where the side lot lines intersect with the street right-of-way line) shall not be less than eighty percent (80%) of the required lot width except in the cases of (1) pipestem lots, which shall have a minimum width of twenty feet (20') and (2) lots on a street curve or the turning circle of cul-de-sac (radial lots), which shall be a minimum of thirty five feet (35'). Staff Comment: As discussed above under FOF 14, all lots meet the minimum lot dimensional requirements in the R-8 zone. The proposed lots are rectangular in shape. The orientation of Lot 1 has the front yard facing the public street, SE 164'h St. The existing single family home (Lot 2/ would retain orientation and access to the shared driveway extending from SE 164'h St. The building design of the new residence on Lot 1 would be reviewed and approved at the time of building permit application. Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LU Al 6-000566 November 29, 2016 ,/ ,/ Page 13 of 17 Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Staff Comment: The proposed project fronts both SE 1641h St. and Tract A (shared driveway). Proposed Lot 1 fronts SE 1641h St. and proposed Lot 2 fronts Tract A. SE 164 1h St is classified as a residential access street and requires a right-of-way width of 53 feet. The existing right-of-way width in SE 164'h St. is approximately 60 feet. There are no existing frontage improvements along the street frontage of SE 164th Street. To meet the City's complete street standards for residential streets, half street improvements would include 13 feet of paving /ram the centerline, installation of o 0.5 foot curb, gutter, an 8-foot planter strip, and o 5-foot sidewalk are required to be constructed in the right of way fronting the site, per City Code 4-6-060. No right of way dedication is required for the proposal. The proposed street section for High Avenue NE meets the street standards for residential access streets. Payment of the transportation impact fee is applicable at the time of application for the building permit. The project proposes the addition of 1 new residence (1 new single family home, 1 existing home to be retained}. The estimated 2016 total fee is $2,951.17. Traffic impact fees will be owed at the time of building permit issuance. Fees are subject to change. The transportation impact fee that is current ot the time of building permit application will be levied. Relationship to Existing Uses: The proposed project is compatible with existing surrounding uses. Staff Comment: The project site is surrounded by R-8 zoned properties developed with single family residences to the north, south, east, and west. The proposal would be in harmony with the existing uses. The proposed lots are consistent with the existing surrounding development pattern in the area and would be consistent with the Comprehensive Pion and Zoning Code, which encourages residential infill development. 19. Availability and Impact on Public Services: Compliance Availability and IJ!jpact on Public Services Analysisi ' ······· /:--::--\\>. ',' .,. >" ' i ... • Police and Fire: Police and Fire Prevention staff indicates that sufficient resources exist to furnish services to the proposed development; subject to the condition that the ,/ applicant provides Code required improvements and fees. 2016 Fire impact fees are applicable at the rate of $495.10 per single family unit. This fee is paid at time of building permit issuance. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools: Cascade Elementary {0.5 miles from the subject site and within walk distance of school; no school bus transportation provided), Nelsen Middle School (0.3 miles from the subject site and within walk distance of school; no school bus transportation provided) and Lindbergh High School (1.5 miles from the subject site; school bus transportation ,/ provided). RCW 58.17.110(2) provides that no subdivision be approved without making a written finding of adequate provision made for safe walking conditions for students who walk to and from school. While the elementary and middle schools are designated to be located within a close enough proximity of the subject site, future students to the high school would be transported to school via bus. Any new students from the proposed development would be bussed to their schools. The nearest bus stop is located Staff Report_Khalid Short Plat_16-000566 City of Renton Department of Co KHALID SHORT PLAT nity & Economic Development Administrative Report & Decision LUA16-000566 November 29, 2016 ,r Page 14 of 17 approximately 0.09 miles from the project site at 111th Ave SE and SE 1641 ' St. The proposed project includes the installation of frontage improvements along SE 1641 h St. frontage, including sidewalks. A safe walking route to Cascade Elementary and Nelsen Middle Schools may need improvements to establish a safe walking route to each of the schools. Therefore, staff recommends, as a condition of approval, that the applicant provide a safe route to school plan to, and approved by, the Current Planning Project Manager, prior to construction permit issuance. A School Impact Fee, based on new single-family lots, will be required in order to mitigate the proposal's potential impacts to the Renton School District. The fee is payable to the City as specified by the Renton Municipal Code. Currently the 2016 fee is assessed at $5,643.00 per single family residence. Parks: A Park Impact Fee would be required for the future houses. The current Park Impact Fee is $1,887.94. The fee in effect at the time of building permit application is applicable to this project and is payable at the time of building permit issuance. Storm Water: An adequate drainage system shall be provided for the proper drainage of all surface water. Staff Comment: A Preliminary Drainage Plan and Technical Information Report (TIR}, dated September 23, 2016, was submitted by AP Consulting Engineers with the Land Use Application. Based on the City of Renton's flow contra/ map, the site falls within the Flow Control Duration Standard area matching Forested Site Conditions and is within the Black River Drainage Basin. The development is subject to Small Project Drainage Review in accordance with the 2009 King County Surface Water Design Manual (KCSWDM} and the 2010 City af Renton Amendments to the KCSWDM. It is anticipated that the 2016 KCSWDM would be adopted by the beginning of 2017. Effective January 2, 2017, the City of Renton will be adopting o new stormwater manual which will be based on the 2016 King County Surface Water Design Manual. If a construction permit has not been submitted to the City prior to adoption of the 2016 KCSWDM the project would be subject ta the requirements of the new manual. All core requirements and the six special requirements have been discussed in the Technical Information Report. Any increase in new impervious surface areas which results in more than 5,000 square feet of new impervious surface for the site will require a full drainage review in accordance with the Utility Standards which are in effect at the time of construction permit application. The development is required to provide flow contra/ Best Management Practices (BMPs) to help mitigate the new runoff created by this development. The submitted drainage report identifies the use of basic dispersion using splash blocks as the proposed flow contra/ BMPs for Lot 2, but the required vegetated flow paths for the use of splash blocks are not shown on the drainage plan. There appears to be a private storm drain line which runs along the east side af the property. Staff recommends as a condition of approval that the applicant relocate the storm drain into the shared driveway and tie it into the public storm drain system, unless another alternative such as infiltration is proposed. The applicant is proposing a new 12 inch storm drain to replace the existing ditch at the east end of the property frontage and tie into the existing 12 inch storm drain along the frontage of the property. The storm drain is shown to be beneath the proposed landscape strip and will need to be relocated outside of the planter strip within the roadway preferable at the curb line. A geotechnical report, dated June 6, 2016, completed by Jaswinder Singh Sound Building and Construction (JECB} for the site was provided. The soils classification presented in Staff Report_Khalid Short Plot_16-000566 City of Renton Deportment of Ci KHALID SHORT PLAT rnity & Economic Development Administrative Report & Decision LUA16-000S66 November 29, 2016 1 ,. CONCLUSIONS: Page 15 of 17 the geotechnicaf report classified the soils as silty sandy looms and provided infiltration testing results indicating the soils hove the potential ability to infiltrate at a measured rate of 24.5 inches per hour. Infiltration testing was completed at two test pits, which provided a measured infiltration rate of 24.5 inches per hour. The Applicant shall explore the use of limited infiltration in lieu of splash blocks for basic dispersion as the flow control BMP for the property. A surface water development fee per new single family residence would apply. The project proposes the addition of 1 new residence /1 new single family home, 1 existing home to be retained). The estimated 2016 total fee is $1,485.00. This is subject to final design and payable prior to issuance of the utility construction permit. Water: Water service is provided by Soos Creek Water and Sewer District. This site is located outside of an Aquifer Protection Area Zone. The applicant shall obtain a certificate of water availability from the District and provide a copy of the certificate to the City of Renton as port of the application for the construction permit. The new and existing water meters shall be relocated to the planter strip. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet /including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants con be counted toward the requirements as long as they meet current code, including 5 inch storz fittings. Based on the current proposal, one new fire hydrant would be required to meet minimum standards. Sanitary Sewer: Sewer service is provided by Soos Creek Water and Sewer District. The applicant shall obtain a certificate of sewer availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the construction permit. 1. The subject site is located in the Residential Medium Density (MD) Comprehensive Plan designation and complies with the goals and policies established with this designation, see FOF 13. 2. The subject site is located in the R-8 zoning designation and complies with the zoning and development standards established with this designation provided the applicant complies with City Code and conditions of approval, see FOF 14. 3. The proposed Short Plat complies with the Residential Design and Open Space Standards provided the applicant complies with City Code and conditions of approval, see FOF 15. 4. The proposed Short Plat complies with the Critical Areas Regulations, see FOF 17. 5. The proposed Short Plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with, see FOF 17. 6. The proposed Short Plat complies with the street standards as established by City Code, provided the project complies with all advisory notes and conditions of approval, see FOF 17. 7. There are safe walking routes to Cascade Elementary School and Nelson Middle School if all conditions of approval are complied with. There are safe waling routs to the school bus stop for Lindbergh High School, see FOF 18. 8. There are adequate public services and facilities to accommodate the proposed Short Plat, see FOF 18. Stoff Report_Khalid Short P/at_16-000566 City of Renton Deportment of Co KHALID SHORT PLAT November 29, 2016 I J. DECISION: nity & Economic Development Administrative Report & Decision LUA16-000566 Page 16 of 17 The Khalid Short Plat, SHPL-A, File No. LUA16-000566, as depicted in Exhibit 2, is approved and is subject to the following conditions: 1. If a variance from the Renton Fire Authority is not received for a 16 foot driveway, the applicant shall provide a 20 foot wide, fully paved shared access driveway for emergency vehicles in order to provide fire access to within 150 feet of all points on each building. As a result of the increase in the driveway impervious surface area required to accomplish this, the applicant will be required to submit an updated drainage report with revised impervious surface calculations as part of the construction permit application 2. A detailed landscape/tree retention plan that complies with RMC 4-8-120D.12 shall be submitted at the time of utility construction permit application to the current planning project manager for review and approval. The detailed landscape plan shall include but is not limited to the thirty percent (30%) tree retention requirement, the minimum onsite tree density requirement and right-of-way landscaping requirement within the street frontage areas. The onsite trees and landscaping shall be installed prior to final occupancy for the new homes. Landscaping within the right-of-way and shared driveway tract shall be installed prior to short plat recording. 3. The applicant shall revise the landscape plan to include a 5-foot landscape strip between the shared driveway and the west property line that includes a mixture of shrubs and groundcover. The revised landscape plan shall be reviewed and approved by the Current Planning Project Manager prior to construction permit issuance. 4. A note shall be placed on the face of the plat that states that a coalmine hazard exists on the project site. 5. The applicant shall relocate the existing private storm drain into the shared driveway and tie it into the public storm drain system, unless another alternative such as infiltration is proposed and approved. 6. The applicant shall record a note on the face of the plat that executes a shared maintenance agreement for equal ownership and maintenance responsibilities for improvements in Tract A. A draft version of the shared maintenance agreement shall be submitted for review and approval by the current planning project manager prior to short plat recording. 7. The applicant shall obtain a certificate of water availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the construction permit. The new and existing water meters shall be relocated to the planter strip. 8. The applicant shall obtain a certificate of sewer availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the construction permit. 9. The applicant must provide sufficient information to show how the students that walk to school would have a safe walking route if bussing is not provided. If a safe route to school is not identified, then the applicant will be required to provide a safe walking path, which may entail some off-site improvements. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: 1:n!A4a~ [l-'29-/(p Jennifer Henning, Planning Director Date TRANSMITTED this 29th day of November, 2016 ta the Owner/Applicant/Contact: Owner: Applicant/Contact: Kamaljit Lally, Adorn Paul, AP Consulting Engineers PLLC, Stoff Report_Khalid Short Plot_16-000566 City of Renton Department of C, KHALID SHORT PLAT November 29, 2016 rnity & Economic Development 16422 108th Ave SE, Renton, WA 98055 PO Box 162, Auburn, WA 98071 TRANSMITTED this 29th day of November, 2016 to the Parties of Recard: Eleanor and Edward Basaraba 10952 SE 164th St Renton, WA 98055 TRANSMITTED this 29th day af November, 2016 to the following: Chip Vincent, CED Administrator Brianne Bannwarth, Development Engineering Manager Jan Conklin, Development Services Vanessa Dolbee, Current Planning Manager Fire Marshal Administrative Report & Decision LUA16-000566 Page 17 of 17 K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on December 13, 2016. An appeal of the decision must be filed within the 14- day appeal period (RCW 43.21.C.075(3); WAC 197-11-680), together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8-110.B governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. Staff Report_Khalid Short Plat_16-000566 CITY OF RENTON SHORT PLAT NO. LUA-XX-XXX-SHPL K!NG COUNTY, WASHINGTON LND-XX-XXXX OWNERS' DECLARA11DN SIIOW All_ PEOl'l( ij, TH<S1: PRESrn~ TW.T V,£, I~! U"OC/!SICHED CWK[RS Of INlER[ST IN THr LAND HERFEY SHORT SU!lll:l'ICED, 00 H[REB' ""[ A OHCRT SU9C·JY1SIOH n<Ef<EOF" loHD DECLARE TH'S ~AP TO BE 1"[ CP~PHIC R[PP[SEHTATJON OF" S•MF, loHO THI.T Sl,l.l SHORT SUBDMSIOH 13 ... oE WITH T"[ f•EE C~NSENT loND I~ •SCDRD.INU Wrrl< THE DESIRE or THE QWH(f'S " WlTN[SS WM(I/EOf wr ~Fl nLJR HANtS AND S[Al.S KAMALl!T LALL '1 ACKNOWLEDGMENTS: SUTE Of WASfON(HON COUN'f Ot -------- 1 CrRTI'Y THAI I Ul<:IW 0~ HAVl ,:;.,.,ns•ACIC"" EVID[NCC !>Al Sl'3MW [HIS IHSTRC'MEf!T MW AC~NOWl-<DGrn IT TO B[ (HIS/HER) FREE •~D ~OLUWloRY M:l '0~ [He U~[S •HO PU0'0Sf'.i M(NTIONW Ill !fl[ l[;SJRIJ~[S! SIOHAflJR[ or MOT•RI PUBLIC M=----- M" AP•OIH!~[M! l(PI~~; OWNER INFORMATION: KAt.lALJIT LALLY 16422 108th A\/F. SE RENTON, WA 98055 DEVELOPER INFORMATION: KA~ALJIT LALLY 1134:?? 108th A\/F. SE RENTON, WA 913055 SURVEYOR TOUMA ENGINEERS AND LANO SUR\IE:YORS 255 SW 41 sl STREET RENTON, WA 98057 DAN TOUMA -206-.10~-.3567 ZONING, SERVlCE & U11UTY INFORMA110N: TOTAL AREA -.37,400 sq.ft PR0P0S(D LOTS -2 ZO'llNG --R6 LOT 1 -5,r.J9C ~q ft LOT 2 -30,192 sq.ft TRACT "A" -2,118 ~q.ft. DENSITY -2.JJ LEGAL DESCRIPTION: WEST es FEET :)f ll1E EAST 471.£>4 FEET MEASURED ALON<; THE S0UT1" u-.E Of TRACT 5, BLOCK 10 , AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THER::OF RECORDED IN VOLUME 42 OF PLATS, PAGE 15. RECORCS OF KING CO!JNT'i , WAS>11-.GTON Rr1~::,RC.F_.:r-~·s Cll-''IF·1c;,,.-;-E l RECORDING ~lO. APPROVALS: KING COUNTY DEPAR™ENT OF ASSESSMENTS LITY Of RENTON A~µNIS'r.,,TQR. DC~ARn.<E"H 8" ((M\11Jt)IT1 N!C: C('~flOIK J[Jll(H<[NT r,w111rn >H, ,Pr110,1c, nw; ~,;, ,Jr _____ _ ~u __ I VOL-/PAGE Q_()~K ~v0s:L~ GRAPHIC SCALE [ SCALE: 1 "-30 C'-"M''<W •NO WPRQVEO THIS __ D,W CF ,c -i 1 ir:ch = 30 f--------- FT_ ..,.. ___ . A,oa:,:,o" :10 0 30 ADM'"1.;1e><o~ ll(PIITY A)$[<;';~P '; !'" ,11,~~~- 1 PORTION OF: 0088000890 N.W. f/4, N.f.. 1/4, $[C. 29, T. 23 North, R. 5 fost, W.M. LEGEND crry OF RENTON MON N166J 1B 0 • EX MON IN CASE EX llE8AR / PIP[ AS NOTH) SET 1/2" 'lEBAR & CAP #3899/ / SE ·M11i__i_T_'IJ:O ~ '~ -, ' _;;.-"'-. $ E 1/4 OF 29-23-05 FOUND COPPER PIN IN C.OCS[ --1 AT THE INTER 116th AVE_ SE & SE 1i~i~1i1:lg I 1 .. ;\ ; sm------._ ~ 1.: ___ " ~ -' sT,641~ Sll!E:::T l!s! ~n . 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SEGREGA110N OF CON'JfCTION CHARGES AGREEMENT AN THE TERMS AND CONOl110NS BETW(EN RANDALL PARSONS WD C/\SCAD[ 5[1\'[R DISTRICT UNDER KING COIJNTY RECOROlNG NU~&R 6611070989. 109th AVE SE ~ ,0 r' LALL Y'S SH~~T ~L;;' -j I i :;-1L;-c :coR H:.l~:Jf<Ll I·!·~ l)l,,"( ,~,, , '1 8(>:'lK ,:-,::-.\l P/\Gl M ,<,T TH:C: n<::iJF:'."T CF r 1 ~H: ~11~ ~o;R~C2YRR'E;ES2T; ~~u~~EjY ~!~ ~ ~I ME OP UHDrn -,y DIRECTION !N cmffOPMMKr >'IITH THE ~EQUIRO,l[NTS OF .Hf SUR,'fY RECORDING ACT AT T'IE -,C7 TOUMA ENGINEERS IS LAND SURVEYORS, AND PLLC PLAT PLAN RENTON, WASHINGTON 1 . ·-I ~.lll'-',FYOP o e.t.W:. ' I ~;o_"_"_'_'_'__ ---. ·---- 1 ' L __ ~_r,R. SIJF'-'i!F P':C'IP[)S --~-------------- I P."Cs." O:XRr•ricArTN,i 3t!S92 255 SW 41 sl STREET RENTON, WASHINGTON 98057 425-251-0665 OFTl(:F 425-251 --0625 FAX I DATE· J'.'1.. "( ; SCALE. ! I •Cl(/ 20:;:: ,.~ "; JOB N(.l.: 9~ -t:'1" S'--IEU r,~ SHORT PLAT NO LUA-XX-XXX-SHP KING COUNTY, WASHINGTON k.~ --~· [CORDING NO. 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A ' ~ '·'"'·' "., \ I ~·/ .,; lb /-1 <O ' l -7--~ / /'I' k1" I I ~ ' ,,:._ J \ ' ' I " ' ./ -I" II -1/r', /EXHOlJSE ., ~,1 -/ ,-...., .... I ~W J,_, '-Nol" 14• ' 8473· / ow ~ '1 '\; I ""'--~. i "-'f ,-,?..;,.: ~~,'/ __ 1', 400.30' < . / 0 1 \ / 1,749 sq.ft. ;W,i i_ _ __ I I. / i .I 1"°.· 5 .I 1.h'-°<Ji -;;<__/ ~-+-_ r ---. 1 rRAcT 7;,;;--8 ,, 1 • l~I" 1 1 ; ;; ___ , _' ;..;L _ _: I i:; I ;I ,~-'~1· J: I '<JOo fr'-lcc · 1::· --__ · -/ Ny1"43'14): , 'y;:~oo~oo-~:: 1 SURVEY NOTES: INSTRUMENT, TOPCON GPT 3000W TOTAL STATION METHOD USED: l'JEI.D lRA\/ERSl WIil-i A';;lUAL FIELD MEASUREMENTS ANO ANGLES \I/AC JJ2-130-090 OA TE OF SURVEY: MAY 2016 BASIS or BEARING, PLAT OF A.KER'S FARM N().6 VOLUME 42. PAGE 15. ' () . " I·. •I I.I .· [l . I WFiifT• :Kl----------· ---\ 484.94' -~_,,,\_'-. -,_.// _,J -----4.31-·',:/ _/ ___ -f:::::::-~-~~~/ ~---···--'"=· ~. '">"' ---. /I I ' ,' I ;_J I I ·T 1 i I i 1 '· TL,008BOIJ-0896 TI.l()08800-0e9S TilEE UST 1 -10.J" CHERRY 2-9.2" RED CEDAR lj/ 1,, ' , llo I Jo.or,'. FOUND MON IN CA I AT THE INTER. OF SF _...., LJ I:, 7 -;;>E"L/1CEMfrH TRfT ~ SE 164th STilEET (N 88"04'46"W) BENCHMARK f:ITY OF RENTON MON I lMO NE CORNER OF stC 29-23-05 AT -mE INTERSECTlON OF SF 16:::, ST AND 116th AVES[ FOUND 3• BRASS DISX ~11-l PUNCH IN CASE 3-17.4 CHERRY 4-6.3"' /IPPLE 5-6.2" APPLE 6-5.2'' APPL£ 7-8.4" APPLE B-6.8" APPL£ 9-78" A0PLE 10-7.6" ~PPlE S01 '07"00"W 1641h ST & 109\h """--.... -7. - AVE SE ~±' -109\h-AVE SE F:"'=~:..c:,:._~ L&"i:'..::--S;;<:->-.: ;:::: ,:::<:::,"- ( () \ "-.,/ UK P l'IE r:LA!-JTle·IG SlRI~ EL£\/ATlON ~ 46608 (NA\,tl BB) Lit._ SIT[ BENCHMARI<: [XIST•NG ss MH AT TuE souTHVi£ST CORNER V « THE SIT[. ElE\/ATIClt-i ~ 428.75 NAVD8B 1- 1, 7E ~AoNuDMAsuE:}~~,i~;: 255 SW 41st STRl:.U RENTON, WASHINGT:)M 98057 425-251-06135 OFFICE 42'.:i-251-062~, FAX AND PLLC h ,,,- " l'-:EV 7 --'.:'f-· G _j 'i~ LALLY'S SHORT PLAT TREE RETENTION AND LANDSCAPE PLAN RENTON, WASHINGlON ,--;-;-~.,-,-,--~-~t-.:-~,-,-,_c_"' I ,~:, '~ ~·-=-~ j I CKECKEO EY SCA"~E -HEET -'--------_L 1 ,n,;M -~ nt Khalid Husian 503-380-7062 gujrat@aol.com Hello Khalid, Chris Selle, Certified Arborist (206)-387-8214 Email: soundtreeconsulting@gmail.com Certified Arborist PN#7030A TRAQ Certified Tree Risk Assessor May 23rd, 2016 I ~,rn, I Here is the Arborist Identification Report that you requested for the trees located on the property at 10936 SE 1641h St, Renton, 98055. Ten trees on the property were identified, measured for diameter at breast height (DBH), assessed for general condition. Site: 10936 SE 164 1h St, Renton, 98055 Summary: Ten significant trees on the property Tree Condition Report Tree number one is in poor condition and will not survive the effects of construction. Remove tree prior to any construction activities. Tree number three has some bulges in the trunk and exhibits some amount of decay in the trunk and roots. I would suggest removal of this tree before commencing construction activities in or around this tree. Trees number four through ten are all in good condition and done exhibit any signs of disease or health issues. Tree Retention/Pruning Guidelines Pruning Plan Any pruning done to accommodate the new building should be performed by a certified arborist. All pruning cuts made shall be made to a healthy branch leader or back to the branch collar ( collar cut). Do not leave any stubs or cuts that will not properly seal or callus over. Tree Protection Plan Guidelines The following guidelines are to be followed during construction: • Wood chips or other mulch must be used to spread above root zones within the drip line at a depth of 4-6 inches for temporary protection from soil compaction. • Avoid grade changes near the TPZ if possible. • If Trenching is needed, lrenchless methods are preferred, or the trenches can be dug by hand to preserve larger roots. Leave roots larger than two inches in diameter intact and undamaged if possible. During the time of root exposure, keep roots moist with moist soil, wet mulch, or wet burlap. Roots may be uncovered with a low pressure water flow or air spade if needed. • If roots need to be side of the trench. 1ed, they should be cut with pruning ;, made flush with the • Trees should be watered twice a week if construction is to take place during hot summer months. • Control soil moisture within the protected area. Prevent flooding of the soil, and protect root areas from leachate, cement, oil, fuel, and all other contaminants. • Do not store materials potentially harmful to tree roots within 20 feet of protected areas. These include, but are not limited to: petroleum products, cement and concrete materials, cement additives, lime, paint coatings, waterproofing gents, form coatings, detergents, acids, and cleaning agents. • Mycorrhizal treatments may be added to the soil to increase the tree root's ability to uptake water and nutrients, improving its chances of withstanding environmental stress. Significant/Exceptional tree identification Tree#!: 10.3" DBH Common Cherry tree (Prunus avium), poor condition, physical drip line radius 9' Tree#2: 9.2" DBH Western Red Cedar tree (Thuja p/icata), fair condition, physical drip line radius 7' Tree#3: 17.4" DBH 1IT1on Cherry tree (Prunus avium), p< ondition, physical drip line radius 17' ( see condition report above) Tree#4: 6.3" DBH Co=on Apple tree (Matus domestica), fair condition, physical drip line radius 5' Tree#5: 6.2" DBH Co=on Apple tree (Ma/us domestica), fair condition, physical drip line radius 5' Tree#6: 5.2" DBH Co=on Cherry tree (Prunus avium), fair condition, physical dripline radius 4' Tree#7: 8.4" DBH Coll1Il!on Apple tree (Matus domestica), fair condition, physical drip line radius 7' Tree#8: 6.8" DBH Coll1Il!on Apple tree (Ma/us domestica), fair condition, physical drip line radius 4' Tree#9: 7.8" DBH Co=on Apple tree (Ma/us domestica), fair condition, physical drip line radius 5' Tree#lO: 7.6" DBH Co=on Apple tree (Ma/us domestica), fair condition, physical drip line radius 8' Thank you, Chris Selle Certification# PN 7030-A TRAQ Certified Tree Risk Assessor 12009 SE 1601h St, Renton, 98058 (206)-387-8214 Exhibit 5 AP CONSULTING ENGINEERS PLLC OVIL ENGINEERING TECHNICAL INFORMATION REPORT MAY19TH, 2016; REV: 9/'23/16 APCE PROJECT #2015046 PREPARED FOR: LALLYSSHORTPLAT PARCEL #0088000890 10936 SE 164TH STREET RENTON, WA 98055 ATTHEREQUESTOF: SOUND BUILDING & CONSTRUCTION 268591229™ A VENUE SE KENT, WA 98030 Entire Document Available Upon Request CiTY OF RENT(}•., RECEIVED SEP 2 8 2016 DEVELOPMENT SERVICES I hereby stab? that these Drainage Calculations have been prepared by me or under my supervision and meet the standard of care and expertise which is usual and customary in the community for professional engineers. I understand that King County does not and will not assume liability or the sufficiency, suitability, or performance of drainage facilities prepared by me. AEPaul@APConsultingErigineers.com (253) 347-0887 PO Box 162, Auburn, WA 98071 0 "' • I ·+·, -I ' ' ' ' Hl£l L: .00.LO.IOS I I ' ~ ' ' ' a i ! i i TESC PLAN Tll0(!8800-0896 / / LALLY' S SHOOT PLAT 109J6SF16,lt!,strMI / / / / / / / / / / / / / / D . A p CONSULTING ~ '~ i!s !ii ~ aa i!; m ~ s r -rn ~ <;: z ·+·! • I II' 11' !I H " II II r I r I I I J, ! I I ,; I I l I I I I I I J I ,1 I I i ~l~,l ,aua~"' I~ 15.,,,. ',, i 'I I 23.9' ' I I I ! I I I I I I I I I I I I ' iS ) N ==:r=== TL#008800-0895 ,6"9l rTJ X C) a, C ' '2 z C) N01'43'14"E 14 Io !t:Hf J ~ e++-W-1--------jl'!I i ! I! il GRAD I NG, DRAINAGE, & UTILITIES PLAN A "P CONSULTING LALLY' S SHORT PLAT ~.!::JS:lf::::§.~):S !;I---+-+ F ' ' , "---,--~-~ I ! ' ' ',311 l •. I i/' . --- ' . I/"• j/ \\ , Ii I I /! ; ~1 -·~ ! ____ L__L ______ L__J FRONTAGE IMPROVEMENT PLAN 1 I I I 11 1: 1! I I I I I I T I I ! / / / / / / / / / / / / / r 0 --< N / / / DETAILS & SECTIONS PLAN A p CONSULTING LALLY' s SHORT PLAT f:~S!!£'i~~~PLLC Geotechnical Engineering Date: 6-8-16 JECB Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections J aswinder Singh Sound Building and Construction 21222 132 A VE SE Kent, WA 98042 Attn: Mr. Jaswinder Singh Entire Document Available Upon Request INTRODUCTION Re: Geotechnical Report New Single Family Residence Parcel # -008800-0890 10936 SE 164'h Street Renton, WA. 98055 Exhibit 7 This report summarizes the results of our geotechnical recommendations for the Lally Short Plat Project site in Renton, Washington. The preparation of this report was performed after notification to proceed was received from Mr. Jaswinder Singh who is the Owner of Sound Building and Construction. The location of the site is shown relative to the surrounding area on the vicinity map located in Appendix I. Our understanding of the project is based on our review of; US Department of Agriculture-Natural Resource Conservation Service-soil survey maps obtained from their website and our site visits/explorations. Our soils exploration program consisted of investigating the soils through digging test pits and having our field geologist examine the contents of each test pit. The site plan with approximate test hole locations is shown in Appendix II. The site can be accessed from either the private drive along the west side or 164 th SE Street along the southern boundary. The northern boundary of the site is a single family residence. The eastern boundary is a power pole easement running diagonally SE to NW. The site has a vertical relief of approximately 6 feet. The results of our investigation, together with our recommendations, are to be found in the following report. The purpose of our services is to evaluate the surface and subsurface conditions at the site as a basis for providing geotechnical recommendations to support the construction of a single family residence onsite. We will also address the infiltration rates of the site soils in order to determine possible suitable locations for siting the storm water facilities. Specifically, our scope of services for this report includes the following: 1. Review the available geologic, hydro geologic, and gcotechnical data for the site area. 2. Conduct a geologic reconnaissance of the site area. 3. Explore the subsurface conditions at the site. 4. Provide geotechnical recommendations for the project area. 5. Provide field testing to determine infiltration rates onsitc. P.O. Box 832, Auburn, WA 98071 Phone II: (206) 786-8645 Email: jecboffice@gmail.com . :--: : ... Zoning Map Book ' Community & E Black & White Pl con · anninQ. Techn· oml ic Development Prod~ by-Ad ica Services Date: 12116/201snanaA. At>ramcm:h, GIS Analj'll Feet o. ,;',i:oo="' ~~o :~'°~o~~~..I~~ 600 600 1 000 Reference Scale: 1 :7 ,:i.00 H4E 71 29 T23N R5E E 112 " We live next door to the pr4.osed short plat (Khalid Short PlaU:,ili6·000566, SHPL-A at 10952 SE 164th St (Renton). ,"l[\~e are directly affected by this proposal. / 1 )-we see no survey marks or boundary of property. 2)-we are concerned with the idea of a house 5 foot from the property line especially when a culvert or drain has been in place for many many years draining the northern portion of that property along the east side property line An example was last March when after removing the trees around the existing house the equipment broke the drain line and caused flooding and pooling of water which went into our backyard and the other neighbors-- (pictures and time and date) 3/2/2016 9:33AM. The crew came back and repaired the drain line to remove the water. 3) What kind of dwelling will be built on such a small plot-5,090 Sq Ft.? Will it be 2 story and block sunlight into our front yard, especially concerning is the back yard of the short plat will be against our front yard •• is that fair or right? Exhibit 9 4) What kind or coal mine hazard is there? a mine shaft? is the coal mine hazard on the short plat itself? 5) We had the property of 10952 Se 164th St and 11122 SE 164th St (Goldman) surveyed . and not entered? We had assumed that it did. (copy) ( ,;:,'.J "00'07 " 6) Will a sidewalk be built along the road? 7)How will electric be affected? 8) Will our prope; value be diminished by having a dwelling so close and in our front yard. It would seem so. 9) Do you have a house 5 ft from your property line in your front yard looking at the back of the next people's house. And if you don't how can you make a decision based on no experience. 9) We strongly disagree having a short plat be created. It is small and would directly affect our living --the side yard would be right at the bedroom window. 'A'eflder-fttt: They would be looking down into ~ur bedrooms. WoCSurui. {l/1.{j ir; J L f:?w ttJ !}/tJ4, c.L ;<: _r;;~ 11: IJD.,,?p~k.--> Eleanor and Edward Basaraba -// (J·-lij!-1..ev 10952 SE 164th St Renton, WA 98055 125-226-4764 zt;3_ 2 71,, if J'StJ ~- Exhibit 10 Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator November 21, 2016 Eleanor and Edward Basaraba 10952 SE 164th St Renton, WA 98055 SUBJECT: KHALID SHORT PLAT COMMENT RESPONSE LETTER LUA16-000566, SHPL-A Dear Eleanor and Edward Basaraba: Thank you for your comments related to the Khalid Short Plat as part of the public comment period. To address comments in your letter see the bullet list below: • Property Surveys: The applicant is required to submit a fully-dimensioned plan prepared by a State of Washington registered professional land surveyor in accordance with RCW 18.43.020 with the application. This survey is reviewed for accuracy by our City Surveyor prior to Short Plat recording. • Stormwater Tract: A private storm drain line runs along the east side of the property. The Applicant will be required to relocate the storm drain into the shared driveway and tie it into the public storm drain system, unless another alternative such as infiltration is proposed and approved by the City Engineering staff. • Building Size and Setbacks: the applicant will be required to demonstrate compliance with the City's development regulations, including building coverage, impervious surface, and setback regulations. The new home (Lot 1) is required to orient so that the front yard would face the south towards SE 164th St, with a minimum side yard setback of 5 feet. Compliance with building setback requirements for the new residence would be verified at the time of building permit review. These regulations would apply regardless whether the applicant chose to subdivide, or demolish the existing home and rebuild. To address your privacy concerns, the City of Renton Development Regulations do allow for the construction of fencing and/or landscaping along the property line without permits, provided it complies with RMC 4-4-040, Fences, Hedges, and Retaining Wall Regulations. Coal Mine Hazard: City Records indicate that a moderate coal mine hazard area is mapped on the northern end of the project site, approximately 140 feet north of the existing single family home. A Mine Safety Hazard Report was submitted with the application. The report states that the project site is located outside of the possible 1055 South Grady Way, Renton, WA 98057, rentonwa.gov Eleanor and Edward i:!asar.:iba Pagel of 2 November 21, 2016 Mine Hazard Area and is suitable for the proposed construction. A copy of the report can be provided upon your request. • Sidewalks: To meet the City's complete street standards for residential streets, half street improvements would include 13 feet of paving from the centerline, installation of a 0.5 foot curb, gutter, an 8-foot planter strip, and a 5-foot sidewalk are required to be constructed in the right of way fronting the site, per City Code 4-6-060. The proposed street section for High Avenue NE meets the street standards for residential access streets. • Electricity: The applicant will be required to demonstrate compliance with the city and state regulations, as well as the National Electrical Code {NEC) Regulations. These regulations will be reviewed under a separated building permit for the new single family home. Thank you for providing comments. If you would like to review the project file, the submitted documents are available on the 6" Floor of City Hall. Also, you have been added as a Party of Record to receive notifications as the project moves through the application process. Sincerely, Angelea Weihs Assistant Planner cc: File 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov 0 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT _ ___.__..Ren ton 0 DENSITY WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov 1. Gross area of property 37,400 square feet -'----'-'--'----'---- 2. Deductions: Certain areas are excluded from density calculations. These include: Public Streets* Private access easements* Critical Areas** 0 square feet ------ 0 square feet ------ 0 square feet ------ Exhibit 11 Public Right of Way 0 square feet (PSE HV Power Easement) ------ Total excluded area: 3. Subtract line 2 (total excluded area} from line 1 for net area 4. Divide line 3 by 43,560 for net acreage 5. Number of dwelling units or lots planned 6. Divide line 5 by line 4 for net density *Alleys (public or private) do not have to be excluded. _O ______ square feet 37,400 square feet _:..,_;.::...:. ___ _ 0.859 acres 2 units/lots ------- 2.33*** = dwelling units/acre ------- **Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands, or floodways." Critical Areas buffers are not deducted/excluded. ***Per City of Renton Code, Section 4-2-llOD: 1-B: (Conditions Associated with Development Standards Table for Residential Zoning Designations} -Minimum density requirements to be waived due to 21,372 square feet (.491 acres} of undesirable and unsafe land directly underneath high voltage power lines. See attached code and site plan. Subtracting this area, yields a net acreage of 0.37 acres and thus a density of S.44 units per acre. 1 C:\Users\APCE 2\Dropbox\APCE\2015046 -Lallys Short Plat\Submittal Documents\Submittals Working Folder\8. Density Worksheet.docx Rev: 08/2015 612912016 Section 4-2-1100 Home < 4-2-11 OD CONDITIONS ASSOCIATED WITH DEVELOPMENT STANDARDS TABLE FOR RESIDENTIAL ZONING DESIGNATIONS > 1. a. Phasing, shadow platting, or land reserves may be used to satisfy the minimum density requirements if the applicant can demonstrate that the current development would not preclude the provision of adequate access and infrastructure to future development and would allow for the eventual satisfaction of minimum density requirements through future development. Within the Urban Center, surface parking may be considered a land reserve. b. In the event the applicant can show that minimum density cannot be achieved due to lot configuration, lack of access, environmental or physical constraints, minimum density requirements may be waived. 2. Use-related provisions are not variable. Use-related provisions that are not eligible for a variance include: building size, units per structure/lot, or densities. Unless bonus size or density provisions are specifically authorized, the modification of building size, units per structure, or densities requires a legislative change in the code provisions and/or a Comprehensive Plan amendment/rezone. 3. · Within designated urban separators, clustering is required; individual lots shall not be less than ten thousand (10,000) square feet and development shall be consistent with RMC 4-3·110, Urban Separator Overlay Regulations. Outside of designated urban separators, clustering may be allowed in order to meet objectives such as preserving significant natural features, providing neighborhood open space, or facilitating the provision of sewer service. The maximum net density shall not be exceeded; except within urban separators a density bonus may be granted allowing the total density to achieve one dwelling unit per gross contiguous acre. In order for the bonus to be allowed, projects must provide native vegetation cover (either existing or new) on sixty five percent (65%) of the gross area of all parcels in the land use action, including both the area within and outside the open space corridor. In addition, projects shall provide at least one of the following: a. Enhancement of wetlands at a ratio of one-half (1/2) acre enhanced for one acre delineated within the urban separator pursuant to RMC 4-3-050M12b, Evaluation Criteria, and RMC 4.3. 050M12c, Wetlands Chosen for Enhancement. Enhancement proposed for a density bonus may not also be used for a mitigation for other wetland alterations; or b. The removal of and/or bringing into conformance with Renton standards of legal nonconforming uses from the site; or c. Natural surface pedestrian trails with public access. The trails can be part of an adopted trail system or, where there is no planned trail system, of a configuration approved by the Community and Economic Development Administrator. In the absence of either wetlands or legal nonconforming uses on the site, public access and trails shall be provided and approved by the Community and Economic Development Administrator. 4. Allowed Projections into Setbacks: http://www.codepul>ishing.com/WA/Renlon/html/Renton04/Rentoo0402/Renton0402110D.html 1/6 <>'-$, 0 " " " Qfs,o " LAND AREA UNDERNEATH " HIGH VOLTAGE POWER LINES: 21,372 SQUARE FEET " " (.491 ACRES) <>',s.o \ ) "' \ : \ \ -\ \ "' "' " "' "' "' "' JECB Sound Building and Construction LLC. 21222 13200 Ave. SE Kent, WA 98042-3105 Attn: Khalid Husain Entire Document Available Upon Request Re: Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File #: 16-0008 Construction Inspections Mine Safety Hazard Report New Single Family Residence Parcel # -008800-0890 10936 SE 1641h Street Renton, WA. 98055 Exhibit 12 This report summarizes the results of our Mine Safety Hazard Report for the Lally's Short Plat Project site in Renton, Washington. The preparation of this report was performed after notification to proceed was received from Mr. Husain who is the Owner's Representative. The location of the site is shown relative to the surrounding area on the vicinity map located in Appendix I. The purpose of our services is to evaluate the potential presence of a Mine Safety Hazard as defined by the Renton Municipal Code. Our understanding of the project is based on our review of; Maps obtained from the Washington State Department of Natural Resources Geology Section website (Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-Washington Geologic Survey) located in Appendix III, King County Critical Areas located in Appendix IV, City of Renton Coal Mine Hazard located in Appendix V, and our site visits/explorations. Our research consisted of evaluating the publicly available documentation that pertains to the localized vicinity as it relates to the past coal mining activities. See Appendices for some of the most pertinent information as it relates to the current project site and past mining activities. The current proposed project will add a single family residence to the Lally Short Plat. The sites eastern boundary is power lines that run diagonal in a NW-SE direction, the western boundary is a private driveway that accesses the rear of the short plat, the southern boundary is SE 164th Street, and the site has a residence on the north side adjacent properties. The site has a vertical relief of approximately 6 feet. City of Renton recognizes the project site as a (RMC) Medium Hazard map located in Appendix V. This requires a report to provide recommendations for the site. If you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at (206) 786-8645. Respectfully Submitted, JECB ,, // / \ j./ _____ _ I I _,,----, I.,..-! l /~/ !\.... [ / Jaryk~ Hicks, -· v 901ogist ' P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com PUBLIC WQHKS DEPAHTMEcn ;_,.,., --·------· ·-----;---· -----··· ~--·- CONS I STEN . SLOPE \ ! '' ': \I ·-* -~ ,;fl',.-(-1,,,, 'h H.:;;;;vf: ,;; ;:::;•F 1;: '>'!: C';Ol',N£.v1z;,;tr;.A1: 0, ,_._ r:i',; :· _-,;;;;.- TYPE 'i 18 -!SOMETR!C \/lE'N i_;:~.LSlOENTlAL 'vVITH BUFFER'. CEMENT CONCRETE DRIVEWAY ENTRANCE -TYPE R1 B Exhibit 13 For NOTES STD. PLAN 104.2 STD. PLAN -104.3 NT ADVISORY NOTES TO APPLI LUA 16-000566 Exhibit 14 ---------Ren ton ® Application Date: August 01, 2016 Name: Khalid Short Plat Site Address: 10936 SE 164TH St RENTON, WA 98055 PLAN -Planning Review -Land Use Version 1 I August 31, 2016 ,,, ,",'." ',;':(/i Engineering Review Comments .· ··.. ·• ·•;•:;nn : Contact: Ann Fowler 1425-430.73821afowler@rentonwa.gov In review of the submitted TIR for the Khalid Short Plat Land Use Application (LUA 16 000556) received on 815/2016, the project is adding more than 5,000 square feet of new impervious surface. Therefore, the project is subject to a Full Drainage Review as outlined in Section 1.1.2 of the City of Renton Amendments to the 2009 King County Surface Water Design Manual (KCSWDM). The TIR claims the site qualifies for a Small Project Drainage Review because the total impervious surface added since January 8th, 2001 is less than 10,000 square feet. This criteria is outlined in the 2009 KCSWDM, but is not listed as a criteria for determining the type of drainage review in the City Amendments to the 2009 KCSWDM. At this time, I am unable to complete a review of the submitted application. The applicant will need to submit a revised TIR, including a Full Drainage Review addressing all eight (8) Core and six (6) Special Requirements, in accordance with the City of Renton Amendments to the 2009 KCSWDM, which can be accessed from our website at: http://rentonwa.gov/uploadedFiles/Government/PW/UTILITIES/Surface_Water/City%20Amendments%20to%20the%20King%20County%20 Surface%20Water°/o20Design%20Manual.pdf. Applicant is encouraged to review the exceptions to flow control facility requirements listed in Section 1.2.3.1 of the City Amendments to the 2009 KCSWDM applicable to the Flow Control Duration Standard Matching Forested Site Conditions. ' ; ' '.· .. Planning Ravlew·Comments Contact: Angelee Weihs I 425-430-7312 I aweihs@rentonwa.gov The landscape plan does not comply with landscaping regulations per RMC 4 4 070. The minimum on site landscape width required along street frontages is 10 feet. Please refer to landscape regulations for further general and specific landscape requirements regarding required trees, shrubs, and groundcover. Private access easements are deducted from density calculations. Please revise density worksheet to deduct share driveway tract ~A~ and revise plans to show accurate proposed density. The site plan states that the zoning is R6. The zone is R 8. Please ensure that the zoning is accurate and consistent on all documents. Plat plan does not measure to scale. Please revise Plat Plan to measure accurately to scale. (As a result. driveway slope could not be verified. Note, the maximum grade for shared driveways shall not exceed fifteen percent (15%), except for within approved hillside subdivisions.) Please dimension all existing and proposed property lines. Please show proposed width of lot 1 on site plan. Names and addresses of ALL property owners must be shown on Plat Plan. The Short Plat Plan for recording shall have signatures of ALL property owners shown on title report. Aerial photos and google street view indicate that there are significant trees on the property that were not shown on the tree retention and landscape plan or included in the tree retention worksheet calculations. The tree retention plan must include the location, species, and sizes of ALL trees on or immediately abutting the site that are at least six caliper inches (6"), or an alder or cottonwood tree with a caliper of at least eight inches (8.). The tree retention plan must show preservation of at least 30 percent (30 %) of ALL significant trees. Please submit a revised tree retention plan that shows ALL existing significant trees on site and submit a revised arborist report that correlates with the tree retention plan and identifies reasons for any tree removal. The arborist report does not explain reason for tree removal for tree #2. Please revise arborist report to explain reasons for all tree removal. Show dimensions of existing structures on plat plan. Clearly label and identify the type of all easements referenced in title report. The electric transmission line is an easement (not ROW), per cause number 458 (not per plat). Fire Review~ Building Comments Contact: Corey Thomas 1425-430-7024 I cthomas@rentonrfa.org Recommendations: Environmental Impact Comments: 1. The fire impact fees are currently applicable at the rate of $495.10 per single family unit. Credit would be granted for the one existing home to be retained. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirements as long as they meet current code including 5 inch storz fittings. A water availability certificate is required from Soos Creek Water and Sewer District. It appears one new fire hydrant would be required to meet minimum standards. 2. Fire department apparatus access roadways are required to be a minimum of 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 75 psi point loading. Access is required within 150 feet of all points on the buildinas. Proposed 16 foot wide access road is not acceptable . . Community Services Review Comments • · Contact: Leslie Betlach I 425-430-6619 I LBetlach@rentonwa.gov Ran: November 29, 2016 PagelafS ADVISORY NOTES TO APPLI LUA16-000566 ~T PLAN • Planning Review • Land Use Community Services Review Comments -----,,,,,,.....Renton ® Version 1 I August 31, 2016 >; : ; , / . : Contact: Leslie Beitach I 425-430-6619'•1 LBeUach@rentonwa.gov Recommendations: ENVIRONMENTAL IMPACT COMMENTS (from Community Services) 1. Parks Impact fee per Ordinance 5670 applies. 2. Along SE 164 Street-add curb, 8' wide planting strip, small maturing street trees (overhead electric wires), and sidewalk. Street tree no closer than 30 feet from street liaht (on the east side of orooertv frontaae). Ran: November 29, 2016 Page 2 of 5 ADVISORY NOTES TO APPL LUA 16-000566 NT ·--------Renton® PLAN • Planning Review • Land Use Version 2 I •• •• Planning Review Comments :;i: •. ··c.;;-. . . Contact: Angelea Weihs 1425430'7312 I aweihs@rentonwa.gov The landscape plan does not comply with landscaping regulations per RMC 4 4 070. The minimum on site landscape width required along street frontages is 10 feet. Please refer to landscape regulations for further general and specific landscape requirements regarding required trees, shrubs, and groundcover. Private access easements are deducted from density calculations. Please revise density work.sheet to deduct share driveway tract "A" and revise plans to show accurate proposed density. The site plan states that the zoning is RS. The zone is R 8. Please ensure that the zoning is accurate and consistent on all documents. Plat plan does not measure to scale. Please revise Plat Plan to measure accurately to scale. (As a result, driveway slope could not be verified. Note, the maximum grade for shared driveways shall not exceed fifteen percent (15%), except for within approved hillside subdivisions.) Please dimension all existing and proposed property lines. Please show proposed width of lot 1 on site plan. Names and addresses of ALL property owners must be shown on Plat Plan. The Short Plat Plan for recording shall have signatures of ALL property owners shown on title report. Aerial photos and google street view indicate that there are significant trees on the property that were not shown on the tree retention and landscape plan or included in the tree retention work.sheet calculations. The tree retention plan must include the location, species, and sizes of ALL trees on or immediately abutting the site that are at least six caliper inches (6"), or an alder or cottonwood tree with a caliper of at least eight inches (8"). The tree retention plan must show preservation of at least 30 percent (30 %) of ALL significant trees. Please submit a revised tree retention plan that shows ALL existing significant trees on site and submit a revised arborist report that correlates with the tree retention plan and identifies reasons for any tree removal. The arborist report does not explain reason for tree removal for tree #2. Please revise arborist report to explain reasons for all tree removal. Show dimensions of existing structures on plat plan. Clearly label and identify the type of all easements referenced in title report. The electric transmission line is an easement (not ROW), per cause number 458 (not oer clan. Engineering Review Comments ; : ''} !IT Contact, Anti Fowler I 425-430-7382 J afo,,,ier@~~t~nwa.gov Recommendations• I have reviewed the application for the Khalid Short Plat at 10936 SE 164th Street (APN('s) 0088000890) and have the following comments: EXISTING CONDITIONS The site is approximately 0.196 acres in size and is square in shape. The middle of the site is currently occupied with an existing single family residence. The northern portion of the site falls within an electric transmission line easement. Water Water service is provided by Soos Creek Water and Sewer District (253 630 9900 or www.sooscreek.com). This site is located outside of an Aquifer Protection Area Zone. Sewer Sewer service is provided by Soos Creek Water and Sewer District (253 630 9900 or www.sooscreek.com). Stenn Runoff from the existing site includes one single family residence where no stormwater infrastructure currently exists on site. Runoff from the southern portion of the site generally flows south and into SE 164th Street and into a drainage ditch which runs along the east portion property frontage and into a 12 inch storm drain along the remaining property frontage. Streets The proposed development fronts SE 164th Street along the south property line(s). SE 164th Street is classified as a Residential Access Road. Existing right of way (ROW) width is approximately 60 feet as measured using the King County Assessor's Map. There are no existing frontage improvements along the street frontage of SE 164th Street. CODE REQUIREMENTS WATER 1. The applicant shall obtain a certificate of water availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the building permit. 2. The new and existing water meters shall be relocated to the planter strip. SEWER 1. The applicant shall obtain a certificate of sewer availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the building permit. SURFACE WATER 1. A geotechnical report, dated June 6, 2016, completed by Jaswinder Singh Sound Building and Construction (JECB) for the site has been provided. The submitted report describes the soils as silty sandy loams. Infiltration testing was completed at two test pits, which provided a measured infiltration rate of 24.5 inches per hour. Ran: November 29, 2016 Page 3 of 5 NT ADVISORY NOTES TO APPL LUA 16-000566 S CITYOF ~ -------Renton~ PLAN -Planning Review -Land Use Version 21 .. •. . Engineering Review Commenta . · > .. Cohtact: Ann Fowler 1425430-7382 I afowler@rantonwa.gov 2. A Preliminary Drainage Plan and Technical Information Report (TIR), dated September 23, 2016, was submitted by AP Consulting Engineers with the Land Use Application. Based on the City of Renton's flow control map, the site falls within the Flow Control Duration Standard area matching Forested Site Conditions and is within the Black River Drainage Basin. The development is subject to Small Project Drainage Review in accordance with the 2009 King County Surface Water Design Manual (KCSWDM) and the 2010 City of Renton Amendments to the KCSWDM. All core requirements and the six special requirements have been discussed in the Technical Information Report. a. Any increase in new impervious surface areas which results in more than 5,000 square feet of new impervious surface for the site will require a full drainage review in accordance with the Utility Standards which are in effect at the time of construction permit application. 3, The development is required to provide flow control Best Management Practices (BMPs) to help mitigate the new runoff created by this development. a. The submitted drainage report identifies the use of basic dispersion using splash blocks as the proposed flow control BMPs for Lot 2, but the required vegetated flow paths for the use of splash blocks are not shown on the drainage plan. b. The soils classification presented in the geotechnical report classified the soils as silty sandy loams and provided infiltration testing results indicating the soils have the potential ability to infiltrate at a measured rate of 24.5 inches per hour. Applicant shall explore the use of limited infiltration in lieu of splash blocks for basic dispersion as the flow control BMP for the property, 4. There appears to be a private storm drain line which runs along the east side of the property. Applicant will be required to relocate the stem, drain into the shared driveway and tie it into the public storm drain system, unless another alternative such as infiltration is proposed. 5. The applicant is proposing a new 12 inch storm drain to replace the existing ditch at the east end of the property frontage and tie into the existing 12 inch storm drain along the frontage of the property. The storm drain is shown to be beneath the proposed landscape strip and will need to be relocated outside of the planter strip within the roadway preferable at the curb line. 6. A surface water development fee per new single family residence will apply. The project proposes the addition of 1 new residence (1 new single family home, 1 existing home to be retained). The estimated total fee is $1,485.00. This is subject to final design and payable prior to issuance of the utility construction pennit. 7. Effective January 2, 2017, the City of Renton will be adopting a new stormwater m_anual which will be based on the 2016 King County Surface Water Design Manual. All project vested after January 2, 2017 will be subject to these new stormwater requirements. Please refer to RMC 4 1 045 for infonnation regarding project vesting. TRANSPORTATION 1. The proposed development proposes half street frontage improvements along the property frontage to meet the City's complete street standards for residential access streets. Required half street frontage improvements shall include 26 feet of paved roadway width (13 feet from center1ine), installation of 0.5 foot curb and gutter, B foot planter strip and 5 foot sidewalk. No right of way dedication is required. 2. Access to each of the lots may be granted via the proposed shared driveway provided a permanent access easement is recorded and the shared driveway meets requirements for emergency services access. The proposed shared access does not meet the requirements for emergency services. a. Fire department apparatus access roadways are required to be a minimum of 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 75 psi point loading. b. Access is required within 150 feet of all points on the buildings. c. The shared driveway is required to have a minimum 20 foot wide paved roadway for emergency vehide access, which shall extend to a depth sufficient to provide access to within 150 feet of all points on the buildings. 3. Refer to City code 4 4 080 regarding driveway regulations. a. Driveways shall be designed in accordance with City standard plans 104.1 and 104.2. b. Maximum driveway slope is 15%. Driveways which exceed 8% shall provide slotted drains. 4. Paving and trench restoration shall comply with the City's Trench Restoration and Overlay Requirements. 5. Payment of the transportation impact fee is applicable on the construction of the development at the time of application for the building permit. The project proposes the addition of 1 new residence (1 new single family home, 1 existing home to be retained). The estimated total fee is $2,951.17. Traffic impact fees will be owed at the time of building permit issuance. Fees are subject to change. The transportation impact fee that is current at the time of building permit application will be levied. GENERAL COMMENTS 1. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements. a. 7 ft minimum horizontal and 1 ft vertical separation between storm and other utilities is required wrth the exception of water lines which require 10 ft horizontal and 1.5 ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 2. All construction utility permits for utility and street improvements will require separate plan submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. A landscaping plan shall be included with the civil plan submittal. Each plan shall be on separate sheets. 4. All utility lines (i.e. electrical, phone, and cable services, etc.) serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 5. Fees quoted in this document reflect the fees applicable in the year 2016 only and will be assessed based on the fee that is current at Ran: November 29, 2016 Page4of5 ADVISORY NOTES TO APPLI LUA 16-000566 ---------Renton® PLAN -Planning Review -Land Use Version 21 "". . ' . Engineering R&viaw Comments-Contact: Ari1lFOWler 1425-430-7382 I afowler@rentonwa119v the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. CONDITIONS OF APPROVAL 1. The applicant will be required to provide a 20 ft wide paved shared access driveway for emergency vehicles in order to provide fire access to within 150 feet of all points on each building. As a result of the increase in the driveway impervious surface area required to accomplish this, the applicant will be required to submit an updated drainage report with revised impervious surface calculations as part of the construction permit application. Any increase in new impervious surface areas which results in more than 5,000 square feet of new impervious surface for the site will require a full drainage review in accordance with the Utility Standards which are in effect at the time of construction permit application. 2. Applicant shall provide post office approval for relocation of any mailboxes that need to be moved due to the installation of frontage improvements. Ran: November 29, 2016 Page 5 of 5 Denis Law Mayor -··-·---·--------------------------·--·--·-------·------------·-·-·-----·------"----~-----~ --- November 21, 2016 Eleanor and Edward Basaraba 10952 SE 164th St Renton, WA 98055 Community & Economic Development C. E. "Chip" Vincent, Administrator SUBJECT: KHALID SHORT PLAT COMMENT RESPONSE LETTER LUA16-000566, SHPL·A Dear Eleanor and Edward Basaraba: Thank you for your comments related to the Khalid Short Plat as part of the public comment period. To address comments in your letter see the bullet list below: • Property Surveys: The applicant is required to submit a fully-dimensioned plan prepared by a State of Washington registered professional land surveyor in accordance with RCW 18.43.020 with the application. This survey is reviewed for accuracy by our City Surveyor prior to Short Plat recording. • Stormwater Tract: A private storm drain line runs along the east side of the property. The Applicant will be required to relocate the storm drain into the shared driveway and tie it into the public storm drain system, unless another alternative such as infiltration is proposed and approved by the City Engineering staff. • Building Size and Setbacks: the applicant will be required to demonstrate compliance with the City's development regulations, including building coverage, impervious surface, and setback regulations. The new home (Lot 1) is required to orient so that the front yard would face the south towards SE 164th St, with a minimum side yard setback of 5 feet. Compliance with building setback requirements for the new residence would be verified at the time of building permit review. These regulations would apply regardless whether the applicant chose to subdivide, or demolish the existing home and rebuild. To address your privacy concerns, the City of Renton Development Regulations do allow for the construction of fencing and/or landscaping along the property line without permits, provided it complies with RMC 4-4-040, Fences, Hedges, and Retaining Wall Regulations. Coal Mine Hazard: City Records indicate that a moderate coal mine hazard area is mapped on the northern end of the project site, approximately 140 feet north of the existing single family home. A Mine Safety Hazard Report was submitted with the application. The report states that the project site is located outside of the possible 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Eleanor and Edward Basaraba Page 2 of 2 November 21, 2016 Mine Hazard Area and is suitable for the proposed construction. A copy of the report can be provided upon your request. • Sidewalks: To meet the City's complete street standards for residential streets, half street improvements would include 13 feet of paving from the centerline, installation of a 0.5 foot curb, gutter, an 8-foot planter strip, and a 5-foot sidewalk are required to be constructed in the right of way fronting the site, per City Code 4·6-060. The proposed street section for High Avenue NE meets the street standards for residential access streets. • Electricity: The applicant will be required to demonstrate compliance with the city and state regulations, as well as the National Electrical Code (NEC) Regulations. These regulations will be reviewed under a separated building permit for the new single family home. Thank you for providing comments. If you would like to review the project file, the submitted documents are available on the 6'h Floor of City Hall. Also, you have been added as a Party of Record to receive notifications as the project moves through the application process. Sincerely, o~- Angelea Weihs Assistant Planner cc: File 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov ® Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator October 13, 2016 Adam Paul AP Consulting Engineers PO Box 162 Auburn, WA 98071 SUBJECT: "Off Hold" Notice Khalid Short Plat/ LUA16-000566, SHPL-A Dear Mr. Paul Thank you for submitting the additional materials requested in the August 25, 2016 letter from the City. Your project has been taken off hold and the City will continue review of the Khalid Short Plat project. If you have any questions, please contact me at (425) 430-7312. Sincerely, ~/---~) // / {_,,J,•u:;.w~'-- ' Angelea Weihs Assistant Planner cc: Kamaljit Lally/ Owner(s) Adam Paul/ Applicant Eleanor and Edward Basaraba / Party{ies) of Record 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Khalid Husian 503-380-7062 gujrat@aol.com Hello Khalid, Chris Selle, Certified Arborist (206)-387-8214 Email: soundtreeconsulting@gmail.com Certified Arborist PN#7030A TRAQ Certified Tree Risk Assessor September 23rd, 2016 Here is my response to the City of Renton comments/questions about the Lally Short plat site located at 10936 SE 1461h St, Renton, 98058. I was originally asked to do a tree ID report back in March of 2016. Upon this initial visit I measured all trees that were over 6" in diameter at 4' above grade, or any adjacent trees that would be impacted from construction. The report I have provided is up to date and all the trees that are currently on the site that are over 6" in diameter at 4' above grade are included in the tree report. There are a couple of other smaller trees on site they may be seeing in the aerial photos or street view pictures, but I measured these trees and they are not significant and therefore not included in the tree report. Please feel free to call or email me if you have any other questions regarding this project and I will do the best I can to help. Thank you, Chris Selle Certification# PN 7030-A TRAQ Certified Tree Risk Assessor 12009 SE 1601h St, Renton, 98058 (206)-3 87-8214 CiTY oi:-· Rt:NTO~~ RECEIVED SEP 2 8 2016 1JEVE:LOPi1vil::NT SERVICE~. Leslie Betlach -----Renton® Plan Review Routing Slip Plan Number: Site Address: LUAlG-000566 10936 SE 164TH ST Name: Khalid Short Plat Preapplication Description: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 37,400 square foot (0.86 acre) lot, zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and 5,090 SF for Lot 1. Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and Mine Safety Hazard Report with the application. Review Type: Community Services Review-Version 1 Date Assigned: 08/05/2016 Date Due: 08/19/2016 Project Manager: Angelea Weihs Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Pia nts Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/GI a re Historic/Cu ltura I Preservation Recreation Airport Envi ronmenta I Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Signature of Director or Authorized Representative Date Terry Flatley Plan Number: Site Address: LUAlG-000566 10936 SE 164TH ST Plan Review Routing Slip Name: Khalid Short Plat Preapplication Description: The applicant is requesting Preliminary Short Plat approval far the subdivision of an existing 37,400 square foot (0.86 acre) lot. zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and S,090 SF for Lot 1. Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and Mine Safety Hazard Report with the application. Review Type: Date Assigned: Community Services Review-Version 1 08/05/2016 Date Due: 08/19/2016 Project Manager: Angelea Weihs Environmental Impact Earth Animals Air Environmental Health Water Energy/Natural Resources Pia nts Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/GI are Historic/Cultural Preservation Recreation Airport Envi ronmenta I Utillti es 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Along SE 164 Street -add curb, 8' wide planting strip, one small-maturing street tree (overhead electric wires}, and sidewalk. Street tree no closer than 30 feet from street light (on the east side of property frontage), Signature of Director or Authorized Representative Date Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator August 25, 2016 Adam Paul AP Consulting Engineers PO Box 162 Auburn, WA 98071 SUBJECT: "On Hold" Notice Khalid Short Plat/ LUA16-000S66, SHPL-A Dear Mr. Paul: The Planning Division of the City of Renton accepted the above master application for review on August 5, 2016. During our review, staff has determined that additional information is necessary in order to proceed further. The following information will need to be submitted before November 23, 2016 so that we may continue the review ofthe above subject application: • The project is adding more than 5,000 square feet of new impervious surface; therefore, the project is subject to a Full Drainage Review as outlined in Section 1.1.2 of the City of Renton Amendments to the 2009 King County Surface Water Design Manual (KCSWDM). The applicant shall submit a revised TIR, including a Full Drainage Review addressing all eight (8) Core and six (6) Special Requirements, in accordance with the City of Renton Amendments to the 2009 KCSWDM, which can be accessed from our website at: http :/(rentonwa.gov /uploaded Files/Government/PW/UTILITIES/Surface Water/ City%20Amendments%20to%20the%20King%20County%20Surface%20Water%2 0Design%20Manual.pdf. The Applicant is encouraged to review the exceptions to flow control facility requirements listed in Section 1.2.3.1 of the City Amendments to the 2009 KCSWDM applicable to the Flow Control Duration Standard Matching Forested Site Conditions. • A revised Plat Plan is required that accurately measures to scale and dimensions ALL existing and proposed property lines. 1055 South Grady Way, Renton, WA 98057, rentonwa.gov • Aerial photos and google street view indicate that there are significant trees on the property that were not shown on the tree retention and landscape plan or included in the tree retention worksheet calculations. The tree retention plan must include the location, species, and sizes of ALL trees on or immediately abutting the site that are at least six caliper inches (6"), or an alder or cottonwood tree with a caliper of at least eight inches {8"}. The tree retention plan must show preservation of at least 30 percent (30 %) of ALL significant trees. Please submit a revised tree retention plan that shows ALL existing significant trees on site and submit a revised arborist report that correlates with the tree retention plan and identifies reasons for any tree removal. The provided arborist report does not explain reason for tree removal for tree #2. Please submit 3 copies of each required revision, as well as an electronic copy. At this time, your project has been placed "on hold" pending receipt of the requested information. Please contact me at (425) 430-7312 if you have any questions. Sincerely, Angelea Weihs Assistant Planner cc: Kamaljit Lally/ Owner(s) Adam Paul/ Applicant Eleanor and Edward Basaraba / Party(ies) of Record C RqJJ CI .. OF ~ enton{~ NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CEO) -Planning Division of the City of Renton. The following briefly descrlbes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: August S, 2016 PROJECT NAME/NUMBER: Khalid Short Plat/ 16-000566, SHPL-A PROJECT DESCRIPTION: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 37,400 square foot (0.86 acre) lot, zoned Residential-8 (R-8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for Lot 2 and 5,090 SF for lot L Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and Mine Safety Hazard Report with the application. PROJECT LOCATION: 10936 SE 164~ St PERMITS/REVIEW REQUESTED: Short Plat APPLICANT/PROJECT CONTACT PERSON: Adam Paul, AP Consulting Engineers/ PO Box 162/ Auburn, WA 98071/ 253- 347-0887/ apce@apconsultingengineers.com Comments on the above application must be submitted in writing to Angelea Weihs, Assistant Planner, Department of Community & Economic Development, 1055 South Grady Way, RE!nton, WA 98057, by 5:00 p.m. on August 19, 2016. tf you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425} 430-7312. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: AUGUST 1, 2016 NOTICE OF COMPLITT APPLICATION: AUGUST 5, 2016 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, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Khalid Short Plat/ LUA16-0005~PL-A NAME: <;;...,•JlJ7d¥1Ufl.--:_ r ~~ n7J, 1iJr Ar! <fZ:-r- MAILINGADDRESS: JCL'f'~ $ t:. (~ 'f OTY/S'l'ATE/ZIP:_1/-l.Qt<-'-U,"",:;'--lfi>~A/~-~"'--~~'2~r2 J:) TELEPHONE NO.: tr & L ') J /tJ Cf'7c; t/ We live next door to the pr . sed short plat (Khalid Short Pia_ .6-000566, SHPL-A at 10952 SE 164th St (Renton). Ve are directly affected by this proposal. 1 )-we see no survey marks or boundary of property. 2)-we are concerned with the idea of a house 5 foot from the property line especially when a culvert or drain has been in place for many many years draining the northern portion of that property along the east side property line An example was last March when after removing the trees around the existing house the equipment broke the drain line and caused flooding and pooling of water which went into our backyard and the other neighbors-- (pictures and time and date) 3/2/2016 9:33AM. The crew came back and repaired the drain line to remove the water. 3) What kind of dwelling will be built on such a small plot-5,090 Sq Ft.? Will it be 2 story and block sunlight into our front yard, especially concerning is the back yard of the short plat will be against our front yard --is that fair or right? 4) What kind or coal mine hazard is there? a mine shaft? is the coal mine hazard on the short plat itself? 5) We had the property of 10952 Se 164th St and 11122 SE 164th St (Goldman) surveyed and not entered? We had assumed that it did. (copy) 6) Will a sidewalk be built along the road? 7)How will electric be affected? 8) Will our prope;t, value be diminished by having a dwelling so close and in our front yard. It would seem so. 9) Do you have a house 5 ft from your property line in your front yard looking at the back of the next people's house. And if you don't how can you make a decision based on no experience. 9) We strongly disagree having a short plat be created. It is small and would directly affect our living --the side yard would be right at the bedroom window. , 'Nondelfttr. They would be looking down into our bedrooms. WocJJUi.Cllll7 YYJ) ~t.1:::~~!!~raba ~~~8~ 10952 SE 164th St Renton, WA 98055 25-226-4764 .?5)--213. tf JY7) 1 ,,-'.I (.Jlf,!.o . .,S) ~ " ~ # { _,J& ,: ' ~ - ) 647.24' 66.0' -62.5' " . .. ... I .lO.et-. ..) f 16.00' 0 g ~:..; CONCRETE "' CHAINLINK BOARD h "';,. 0 w"' FE/.NCE FENCE t. ! HOUSE 438.69' zi ~ • 23.7' I Q 57.5 , g 3 41.3 · .• IO 0 0.6 3 · . • E "·' ~"'" .--;)"" Li \T' , ' ~01 . "' ~ F!:!.--FIRE ,,.,. GOLD ~·; 3~is.,r "' PTN. LOT 1, B w·l(i.{XI. ~ .n \ V . ~ Jc.\ , ~ 't?.vl~ . <O z ~ " Mead Gilman and Associates Land Surveyors To: Steve Basaraba 10952 SE 1641b St. / Renton, WA 98055 ' RE: Record of survey MGA Job No. 07245 Enclosed: D Prints 0 Copies D Disk D Reports D Documents D · Other Remarks •• Land Use Planners D D D D D . Date: October 1, 2007 As requested For your records For submittal For your approval For your signature /.return cc: file Poit Office Box 289 ,. Woodinville, WA 98072 1' 425.486.1252 ,. Fax 425.486.6108 Adam Paul Applicant Lally Kamaljit Owner 300 Surrounding Property Owners See Attached (Signature of Sender): STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Sabrina Mirante 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: d j~,;/t;;lj .lCii,, ( Khalid Short Plat LUA16-000566, SHPL-A template . affidavit of service by mailing Adam Paul AP Consulting Engineers PLLC PO Box 162 Auburn, WA 98071 Kamaliit Lally 16422 108th Ave SE Renton. WA 98055 88000451 88000453 88000452 FLUEGEL MARK BLANKENSHIP VERA LEE JACK T 10911 SE 164th St 10921 SE 164th St 10927 SE 164th St RENTON, WA 98055 RENTON W, WA 98056 RENTON, WA 98055 88000895 88000891 88000104 MARTIN JAMES L & JUDY BRAMBILA MANUEL+BERNICE M GOMEZ PEDRO 10928 SE 164th St 10932 SE 164th St 10935 SE 162nd St RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 88000592 88000890 88000591 OWENS RONALD J LALLY KAMAUIT S RANCH LAURENCE D 10935 SE 164th St 10936 SE 164th St 10945 SE 164th St RENTON, WA 98058 RENTON, WA 98055 RENTON, WA 98055 88000893 88000590 88000103 BASARABA STEVE W HAYS CHARLES E JR STEWART LOIS L 10952 SE 164th St 10955 SE 164th St 11103 SE 162nd St RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 88000021 88000102 88000100 STURT2 DD NAULT KENNETH E GOLDMAN FRANCES LIAO 11104 SE 162nd St 11105 SE 162nd St 11122 SE 164th St RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 88000005 88000005 88000005 MERCURY CONSTELLATION FEE 0 CURRENT RESIDENT CURRENT RESIDENT 12100 WILSHIRE BLVD STE #250 1455 S Puget Dr APT A101 1455 S Puget Dr APT A102 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT A103 1455 S Puget Dr APT A104 1455 S Puget Dr APT A201 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT A202 1455 S Puget Dr APT A203 1455 S Puget Dr APT A204 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT A301 1455 S Puget Dr APT A302 1455 S Puget Dr APT A303 LOS ANGELES, CA. 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT A304 1455 S Puget Dr APT B101 1455 S Puget Dr APT B102 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, 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90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT J103 1455 S Puget Dr APT J104 1455 S Puget Dr APT J201 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT J202 1455 S Puget Dr APT J203 1455 S Puget Dr APT J204 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT J301 1455 S Puget Dr APT J302 1455 S Puget Dr APT J303 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT J304 1455 S Puget Dr APT K101 1455 S Puget Dr APT K102 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT K103 1455 S Puget Dr APT K104 1455 S Puget Dr APT K201 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT K202 1455 S Puget Dr APT K203 1455 S Puget Dr APT K204 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000005 88000005 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 1455 S Puget Dr APT K301 1455 S Puget Dr APT K302 1455 S Puget Dr APT K303 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 LOS ANGELES, CA 90025 88000005 88000442 88000450 CURRENT RESIDENT GUEVARA FRANCISCO E+PATRICI WILLSON VICKIE S 1455 S Puget Dr APT K304 16404 111th Ave SE 16406 109th Ave SE LOS ANGELES, CA 90025 RENTON, WA 98058 RENTON, WA 98055 88000443 STAROVEROV SERGEY 16410 111th Ave SE KENT, WA 98042 88000850 SEGOVIA FRANCISCO+BRUANRUFO 1740 S 27th St BELLEVUE, WA 98006 88000896 PHOMMAVONG PHIL+KIM HAN 19030 SE 164th St SEATILE, WA 98118 88000580 COOK JOHN 16411111th Ave SE RENTON, WA 98055 88000851 MABRY TROY L R 1802 S 27th St RENTON, WA 98055 88000460 ATZ FLP 16420 109th Ave SE RENTON, WA 98058 88000870 ABLEIDINGER ROBERT A 1814 S 27th St RENTON, WA 98055 MBER WHEN CALUNG FOR DAT~DFAPPUCAncm• PROPER Flt£ IDEtffiFICATION ' AUGUSTl,201/i r;imce DF COMPlET! 11.PPUCAncm, lly,,owou/Oi,komO,m, CERTIFICATION I, /'m~d ,~ U~, h 5 , heceby ceMV <h~ copiesoftheabo~ doc,me,< were p ,ted in __j__ conspicuous places or nearby the described property on //-) Signed: Ch~ (' "· ~ ,z.)ft Date'.. _ __,5?"'--1-/_5.,___,.,l_ ?oo=.::=--'-J .,.yi;.__-- / I STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactory evidence that ,; .w, 1 eo I.,, ,L , signed this instrument and acknowledged it to be his/her/thei 1 r free and voluntary act for the uses and purposes mentioned in the instrument. oated: ' ''i I j ,f i Notary lie in and for the State of Washington Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator August 5, 2016 Adam Paul AP Consulting Engineers PO Box 162 Auburn,\NA 98071 Subject: Notice of Complete Application Khalid Short Plat, LUA16-000566, SHPL-A Dear Mr. Paul: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7312 if you have any questions. ~Q_,;,,__ Angelea \Neihs Associate Planner cc: Llly Kamaljit S / Owner(s) 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov RentOil NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: August 5, 2016 PROJECT NAME/NUMBER: Khalid Short Plat/ 16-000566, SH Pl-A PROJECT DESCRIPTION: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 37,400 square foot (0.86 acre} lot, zoned Residential-8 (R~8), into two lots. The residential density is 2.47 dwelling units per net acre. An existing single family home is proposed to remain on future Lot 2, and a new single family residence is proposed on future Lot 1. The proposed residential lot sizes are 30,192 SF for lot 2 and 5,090 SF for lot 1. Access to the new lots is proposed via a 2,116 SF shared driveway/tract off of SE 164th Street. The applicant has proposed to retain 30% of the significant trees on-site. A moderate coal mine hazard area is mapped on the project site. The applicant has submitted an Arborist Report, Geotechnical Engineering Study, and Mine Safety Hazard Report with the application. PROJECT LOCATION: 10936 SE 164~ St PERMITS/REVIEW REQUESTED: Short Plat APPLICANT/PROJECT CONTACT PERSON: Adam Paul, AP Consulting Engineers/ PO Box 162/ Auburn, WA 98071/ 253- 347-0887/ apce@apconsultingengineers.com Comments on the above application must be submitted in writing to Angelea Weihs, Assistant Planner, Department of Community & Economic Development, 10SS South Grady Way, Renton, WA 980S7, by 5:00 p.m. on August 19, 2016. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7312. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: AUGUST 1, 2016 NOTICE OF COMPLETE APPLICATION: AUGUST 5, 2016 lf 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, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Khalid Short Plat/ LUA16-000S66, SH Pl-A NAME:------------------------------------- MAILING ADDRESS: ________________ CllY/STATE/ZIP: ---------- TELEPHONE NO.: --------------- ~ DEPARTMENT OF COM1v1uNITY AND ECONOMIC DEVELOPMENT ----~Renton® Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME LALLY KAMALJIT S Khalid Short Plat -- ADDRESS: 19036 SE 164th St ~ADDRESS(S)/LOCATION AND ZIP CODE: 1641h St Renton, WA 98055 CITY: ZIP: Renton WA TELEPHONE NUMBER KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S) 008800-0890 APPLICANT (if other than owner) NAME: EXISTING LAND USE(S): Single Family Residential Adam Paul COMPANY (if applicable): PROPOSED LAND USE(S): Single Family Residential AP Consultina Enaineers EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS· PO BOX 162 RMD PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP (if applicable) Auburn WA TELEPHONE NUMBER: EXISTING ZONING: R8 (253) 347-0887 CONTACT PERSON PROPOSED ZONING (if applicable): NAME: SITE AREA (in square feet): 37,400 Adam Paul SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): DEDICATED: 0 AP Consultina Enoineers SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS ADDRESS: PO BOX 162 2118 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ZIP: ACRE (if applicable) 2.47 Auburn WA TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) (253) 347-0887 apce@apconsultingengineers.com 2 NUMBER OF NEW DWELLING UNITS (if applicable)- 1 1 C:\Users\APCE 2\Desktop\3. Land Use Permit Master Application.docxRev: 08/2015 . . PROJECT INFORMATION (continued} --~-----'-----'------------- NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): 2235 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 1540 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable)· NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (1f applicable): '--·------------------- 0 AQUIFIER PROTECTION AREA ONE 0 AQUIFIER PROTECTION AREA TWO 0 FLOOD HAZARD AREA 0 GEOLOGIC HAZARD 0 HABITAT CONSERVATION 0 SHORELINE STREAMS & LAKES 0 WETLANDS LEGAL DESCRIPTION OF PROPERTY __ sq.ft __ sq.ft. __ sq.ft. __ sq.ft. __ sq ft (Attach legal description on separate sheet with the following information included) SITUATE IN THE NE QUARTER OF SECTION 29, TOWNSHIP 23, RANGE_§, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP kAfv\AL~t'f 5. LAU---y ,J:IAl21S(~!N /( Lf.+LL'( I, (Print Namels) __ , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) ~the current owner of the property involved in this application or D the authorized representative to act tor a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the informat'1on herewith are in all respects true and correct to the best of my knowledge and belief Signature of Owner/Representative STATE OF WASHINGTON ) COUNTY OF KING ) ss ) J) Date Signature of Owner/Representati\.'i j<.A-f'\M-0\'T S1('JG,1-1 l-AU.'/ I certify that I know or have satisfactory evidence that"=:: 0/W,S H l"[]'J Kfn, /l.,, kl\ Llj signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Dated 2 -/ , DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT --------Renton® WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 i'hone: 425-430-7200 [ www.rentonwa.gov . -----··--·----------""" --------r---------------r--:··-------·------- : LAND USE PERMIT SUBMITTAL REQUIREMENTS: I WAIVED j MODIFIED ; COMMENTS: I Arborist Report, ·-------~1 " i ·~ ···~· . ~ J ~i~~~:::•ssment, ____ 1 A: __ =t-=====~---___ : ! Colored Maps for Display, 1 AW I I [ I Construction Mitigation De;~t~NI)-,---i .t= r-------------------1 1 DeedofR1ght-of-WayDedication, ---t------1--------+---------_____ 1 ~:t:::~,:.; .-····· ~ t ] .~ = .:.: j : Elevations, Architectural JANo-1 1 i 1 . ) ~onrne_ntal Checklist, _________ ----~--1--{1lrJ I · ---:--c =------_ --=:·=.:-~---=-~~~ r;:;'.:::.~::::::,~:,; -:t . w f . --------~=--~~ -=~-==1 I --+-fill . ----r--------------------J I FloorPlansu.n, __________ ----------+----*, • . -----------" ~e<:Jtechni~ill~eport,,,o, _ ______ _ f-----L-_:::1_S::>IL.S ~ ~ ~~.~~~ : Grading Elevations & Plan, Conceptual 1 f---_ i __ _______ _____ t-f. -5 / Grading Elevations & Plan, Detailed 2 j ---· -----+------.-+------------~------, Habitat Data Report' Aw I \ 1 1mproveme~tDeferral 2 ·-----J --_ .... -1--J _____ -t+,-------·-_ --~--~-----~-.------~ ~rigatlon ~Ian 4 _________________ .L __ -~-L ______ 1 . PROJECT NAME: -~ C; II y ;':s DATE: _d}a;, 1 H :\CED\Data\For'Tl5-Ternplates\Self-Help l l1mdouts\Plc1nnirg\ WQJversubmittalreg5 docx Rev: 08/201 5 l H :\CED \Data \Fa rm:!.~ Temp !ates \Self-Help Handouts \f' lo 11n ing\ Waivers u bm itta !reqs. docx Rev; 08/2015 . - -------------------1·--::-=.--------,---i ~~C>_USE PE~Mff SUBMl1:AL REQUIREMENTS: 1 w~:ED J Mo~:,irn L---COMMENTS~__ __1 1 l!~etlands~epo~~-elineation, ---J Awtt I --------~ Wireless: I_ I ~ --+--=1 --~plica~tAgn,erne~_~!>tatement,_~No_, ___ ~---+ : _ _ __ f--Inventory of Existing Sites '"""3 , --+------_______j___ _____________ _ ~~~-~se Agreem_~~t, Draft_2AND3 1 +·-------i--I --------------{ : __ Map of Existing Site Conditions ,,No, --··---~ I ____ ___j Map of View Area ''"", i I --+----------------, Photosirnulations211.No3 ________ _i____ __J This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning ' H; \CC D\Data \Forms-Templates \Se If -He Ip Ha ndouts\P la n n tng\ W.a ive rsub mitta I reqs .do ex Rev: 08/2015 , PREAPPLICATION MEETING FOR Khalid Short Plat 10936 SE 164th Street PRE 15-000768 CITY OF RENTON Department of Community & Economic Development Planning Division November 12, 2015 Contact Information: Planner: Jill Ding, 425.430.6598 Public Works Plan Reviewer: Ann Fowler, 425.430.7271 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 Building Department Reviewer: Craig Burnell, 425.430. 7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). Fire & Emergency Se .. ices Department DATE: TO: FROM: SUBJECT: MEMORANDUM 11/3/2015 12:00:00AM Jill Ding, Senior Planner Corey Thomas, Plan Review/Inspector (Khalid Short Plat Preapplication) PRE15-000768 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). lfthe dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirements as long as they meet current code including 5-inch storz fittings. A water availability certificate is required from Soos Creek Water and Sewer District. It appears one new fire hydrant would be required to meet minimum standards. 2. The fire impact fees are currently applicable at the rate of $495.10 per single family unit. Credit would be granted for the one existing home to be retained. 3. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, witl 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30 -ton vehicle with 75-psi point loading. Access is required within 150-feet of all points on the buildings. Page 1 of 1 DEPARTMENT OF CC. ___ MUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 11/10/2015 12:00:00AM Jill Ding, Senior Planner Ann Fowler, Plan Reviewer (Khalid Short Plat Preapplication) PRE15-000768 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non -binding and may not subject to modification and/or concurrence by official city decision-makers. 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. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. I have completed a preliminary review for the above-referenced proposal located at parcel 0088000890. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER 1. Water service is provided by Soos Creek Water and Sewer District (253-630-9900 or www.sooscreek.com). 2. The applicant shall obtain a certificate of water availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the building permit. 3. This site is located outside of an Aquifer Protection Area Zone. SEWER 1. Sewer service is provided by Soos Creek Water and Sewer District (253-630-9900 or www.sooscreek.com). 2. The applicant shall obtain a certificate of sewer availability from the District and provide a copy of the certificate to the City of Renton as part of the application for the building permit. SURFACE WATER 1. There is existing storm drainage facilities located in SE 164th St. 2. A drainage report complying with the City adopted 2009 King County Surface Water Design Manual (KCSWDM) and City Amendments will be required. Based on the City's flow control map, the site falls within the Flow Control Duration Standard matching Forested site conditions and is within the Black River Drainage Basin. Refer to Figure 1.1.2.A-Flow chart to determine the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. 3. The drainage plan needs to address how the roof runoff will be handled. 4. A geotechnical report for the site is required. Information on the water table and soil permeability, with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. 6. Surface water system development fee is $1,350.00 for each new lot. This is payable prior to issuance of the construction permit. TRANSPORTATION 1. Existing right of way width in SE 164th St. is approximately 60 feet. SE 164th Street is designated as a Page 1 of 2 residential access road. To meet th/city's complete street standards for re,jential streets, half street improvements would include 16 feet of paving from the centerline, installation of a 0.5 foot curb, gutter, an 8 -foot planter strip, and a 5-foot sidewalk per City code 4-6-060. 2. Refer to City code 4-4-080 regarding driveway regulations. a. A minimum separation of 5 feet is required between driveway and the property line. b. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). c. Maximum driveway slopes shall not exceed fifteen percent (15%). Driveway slopes exceeding eight percent (8%) shall provide slotted drains. d. A permanent access easement will be required when a joint use driveway does not exist upon a common property line. 3. Payment of the transportation impact fee is applicable on the construction of the single family house at the time of application for the building permit. The current rate of transportation impact fee is $2,214.44 per single family house. The transportation impact fee that is current at the time of building permit application will be levied, payable at building permit issue. GENERAL COMMENTS 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit four (4) copies of the drawings, two (2) copies of the drainage report, the permit application, an itemized cost of constrnction estimate, and application fee at the counter on the sixth floor. 3. All sewer stubs, water services and storm connections are.required to be provided to each lot prior to recording of the short plat. 4. All utilities serving the site are required to be undergrounded. 5. Fees quoted in this document reflect the fees applicable in the year 2015 ONLY. ( DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ------Renton® DATE: TO: FROM: SUBJECT: MEMORANDUM November 12, 2015 Pre-Application File No. 15-000768 Jill Ding, Senior Planner Khalid Short Plat, 10936 SE 164'" 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, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, 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 or online at www.rentonwa.gov Project Proposal: The subject property is located on the north side of SE 164'" Street at 10936 SE 164'" Street. The proposal is to subdivide the project site into two lots for the future construction of one single family residence on Lot 2 (existing residence to remain on Lot 1). The subject property totals 37,544 square feet in area, and is zoned Residential-8 (R-8). Access to the new lots would be provided via a shared driveway off of SE 164'" Street. A moderate coal mine hazard area is mapped on the project site. Current Use: The site is currently developed with a single family residence, proposed to remain. Zoning/Density Requirements: The subject property is zoned Residential-8 (R-8), the density range allowed in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). The area located within dedicated right-of-way, private access easements/tracts, and critical areas would be deducted from the gross site area to determine the "net" site area prior to calculating density. After the deduction of the proposed 1,449 square foot shared driveway tract, the proposal for 2 lots on the 36,095 net square foot project site would result in a net density of 2.44 dwelling units per acre (2 lots/ 0.82 acres= 2.44 du/ac), which is below the minimum density required in the R-8 zone. Per RMC 4-2-llODl.a, "Phasing, shadow platting, or land reserves may be used to satisfy the minimum density requirements if the applicant can demonstrate that the current development would not preclude the provision of adequate access and infrastructure to future development and would allow for the eventual satisfaction of minimum density requirements through future development". And b., In the event the applicant can show that minimum density cannot be achieved due to lot configuration, lack of access, environmental or physical constraints, minimum density requirements may be waived. h:\ced\planning\current planning\preapps\2015 preapps\15-000768.jill\!5-000768 (r-8 2 lot short plat, moderate coal mines).doc Khalid Short Plat, PRElS-000768 Page 2 of 5 November 12, 2015 The proposed short plot layout shall be revised to either comply with the minimum density required or shall demonstrate compliance with RMC 4-2-11001.a. orb. Development Standards: The project would be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application (noted as "R-8 standards" herein). Minimum Lot Size. Width and Depth -The minimum lot size permitted in the R-8 zone, is 5,000 square feet for parcels being subdivided. For short plats of parcels smaller than one acre, one lot may be allowed to be 4,500 square feet in area provided all other lots meet the 5,000 square foot minimum lot area. Minimum lot width is 50 feet for interior lots and 60 feet for corner lots; minimum lot depth is 80 feet. The proposed lots would have areas of approximately 29,836 square feet (Lot 1} and 6,259 square feet (Lot 2). Proposed widths would be 85 feet (Lot 1) and 69 feet {Lot 2}. The proposed depths would be 388 feet (Lat 1) and 90.9 feet (Lot 2). The lats as proposed would comply with the minimum area, width, and depth requirements. Building Standards -The R-8 standards allow a maximum building coverage of 50% of the lot area. Accessory structures are also included in building lot coverage calculations. The proposal's compliance with the building standards would be verified at the time of building permit review. Buiiding Height -The_ maximum wail plate height is a 24 feet and 2 stories. Roofs with a pitch equal to or greater than 4:12 may project an additional six (6) vertical feet from the maximum wall plate height; common rooftop features, such as chimneys, may project· an additional four (4) vertical feet from the roof surface. Non-exempt vertical projections (e.g., decks, railings, etc.) shall not extend above the maximum wall plate height unless the projection is stepped back one-and-a-half (1.5) horizontal feet from each fa~ade for each one (1) vertical foot above the maximum wall plate height. Building height would be verified at the time of building permit review. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks for the R-8 zone are: Front yard: 20 feet for the primary structure. Rear yard: 20 feet. Side yards: 5 feet. Side yards along streets: 15 feet The proposed front yard setback for Lot 1 would be oriented to the west, this orientation would be acceptable as in the event that a shared driveway were extended resulting in the creation of additional lots, the front yard areas of those lots would be oriented towards the west. The front yard setback of Lot 2 shall be revised to be oriented to the south, towards SE 164'" Street. Setbacks would be verified ot the time of building permit review. Lot Configuration -One of the following is required: 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting street-fronting lots, or 2. Minimum of four (4) lot sizes (minimum of 400 gross square feet size difference), or h:\ced\planning\current planning\preapps\2015 preapps\15-000768.jill\15-000768 (r-8 2 lot short plat, moderate coal mines).doc ., Khalid Short Plat, PRElS-000768 Page 3 of S November 121 2015 3. A front yard setback variation of at least five feet (S') minimum for at least every four (4) abutting street fronting lots. It appears that the prapased short plat would comply with Option 2 above. Building Design Standards -The proposed structure would be subject to the Residential Design Standards outlined in RMC 4-2-115. The proposal's compliance with the residential design stondords would be verified at the time of building permit review. Access/Parking: Access to the lots is proposed via a shared driveway off of SE 1641h Street. Shared driveways may be allowed for access to four (4) or fewer residential lots, provided: a. At least one of the four (4) lots abuts a public right-of-way with at least fifty (50) linear feet of property; and b. The subject lots are not created by a subdivision often (10) or more lots; and c. A public street is not anticipated by the City of Renton to be necessary for existing or future traffic and/or pedestrian circulation through the short subdivision or to serve adjacent property; and d. The shared driveway would not adversely affect future circulation to neighboring properties; and e. The shared driveway is no more than two hundred feet (200') in length; and f. The shared driveway poses no safety risk and provides sufficient access for emergency vehicles and personnel. Shared driveways shall be within a tract; the width of the tract and paved surface shall be a minimum of sixteen feet (16'); the Fire Department may require the tract and paved surface to be up to twenty feet (20') wide. The shared driveway may be required to provide a turnaround per RMC 4-6-060H. No sidewalks are required for shared driveways; however, drainage improvements pursuant to City Code are required (i.e., collection and treatment of stormwater), as well as an approved pavement thickness (minimum of four inches (4") asphalt over six inches (6") crushed rock). The maximum grade for the shared driveway shall not exceed fifteen percent (15%), except for within approved hillside subdivisions. Driveways: The maximum driveway slopes cannot exceed 15%, provided that driveways exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance is required. The maximum width of single loaded garage driveways shall not exceed nine feet (9') and double loaded garage driveways shall not exceed sixteen feet (16'). Landscaping -Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant vegetative cover. The minimum on-site landscape width required along street frontages is 10 feet. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptuol landscape plan shall be submitted at the time of Short Plat application_ Significant Tree Retention: A Tree Retention/ Land Clearing (Tree Inventory) Plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent (30 %) of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. The Administrator may authorize the planting of h:\ced\planning\current planning\preapps\2015 preapps\15-000768.jill\15-000768 (r-8 2 lot short plat, moderate coal mines).doc Khalid Short Plat, PRElS-000768 Page 4of5 November 12, 2015 ) } replacement trees on the site if it can be demonstrated to the Administrator's satisfaction that an insufficient number of trees can be retained. In addition to retaining 30 percent of existing significant trees, each new lot would be required to provide a minimum tree density of 2 trees per 5,000 square feet of lot area onsite. Protected trees that do not contribute to a lot's required minimum tree density shall be held in perpetuity within a tree protection tract. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and other significant non-native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. Critical Areas: A moderate coal mine hazard area is mapped on the northern end of the project site. A geotechnical report including a coal mine assessment would be required with the formal land use application. Environmental Review: Short plats of 9 or fewer lots are exempt from Environmental (SEPA) Review. Permit Requirements: The proposal would require approval of an administrative short plat. The administrative short plat request would be reviewed within an estimated time frame of six to eight weeks. The fee for a short plat application will be $2,060 ($2,000 plus 3% Technology Fee). Detailed information regarding the land use application submittal is provided in the attached handouts. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Short Plat approval is obtained, the applicant must complete the required improvements and dedications, as well as satisfy any conditions of the preliminary approval before submitting for Final Short Plat review. Once final approval is received, the plat may be recorded. The newly created lots may only be sold after the plat has been recorded. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2015 and 2016 are as follows (credit will be given for the existing home): • Transportation Impact Fee -$2,214.44 (2015) and $2,951.17 (2016) per new single- family house; h:\ced\planning\current planning\preapps\2015 preapps\15-000768.jill\15-000768 (r-8 2 lot short plat, moderate coal mines).doc ' Khalid Short Plat, PRElS-000768 Page 5 of 5 November 12, 2015 • Park Impact Fee -$1,441.29 (2015) and $1,887.94 {2016) per new single-family house; and • Fire Impact Fee -$495.10 {2015 and 2016) per new single-family house. A handout listing the impact fees is attached. A Renton School District Impact Fee, which is currently $5,541.00 {2015) per new home, would be payable prior to building permit issuance. A handout listing all of the City's Development related fees in attached for your review. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call or email Jill Ding, Senior Planner at 425-430-6598 or jding@rentonwa.gov for an appointment. Expiration: Upon approval, the short plat is valid for two years with a possible one year extension. h:\ced\planning\current planning\preapps\2015 preapps\15-000768.jill\15-000768 (r-8 2 lot short plat, moderate coal mines).doc ' AP CONSULTING ENGINEERS PLLC June 28"', 2016 Community & Econom;c Development Department Angela Weihs, Assistant Planner Renton City Hall -6"' Floor 1055 South Grady Way, Renton, WA 98057 RE: Lally's Short Plat 10936 SE 164th St. Renton, WA 98055 Project Narrative (APCE Project No. 2015046) Ms. Weihs, CML ENGINEERING This letter consists of a Written Statement for the Lally's Plat proposed project The proposed project will be located on parcel number 0088000890, currently zoned as RS (Residential) in Renton, WA. The parcel consists of an area of 37,400 square feet, or 0.859 acres. The pre-developed site contains one existing home and gravel driveway. The developed site will include an additional home which will be constructed between the existing home and SE 164th Street with a newly paved driveway and frontage improvements. The remainder of the site contains grassed areas and trees. The parcel exists on Alderwood Sandy Loam Soil. The newly developed site will contain a second home, new driveway, and new walkway, adding 4,452 square feet of newly impervious surface. An offsite road development will be required adding an additional 378 square feet of impervious surface for a total of 5,000 square feet of new impervious surface. There will be no change in the lot si7_.e as a result of the additional offsite developments. The density of the completed project will be 6.25 dwelling units per acre. Domestic sewer and water connections will be extended to this property from mains in SE 164th Street Additional stormwater runoff created by the added impervious surface will be conveyed by the driveway to a catch basin and from there to an existing 18" public stormwater pipe, that collects water from SE 164thlh Street. A ditch parallel to 164"' St will carry the additional runoff offsite by conveyance west. Project Details: • Project namer size, and location: Lally's Short Plat. 10936 SE 164th St., Renton, WA 98055. 37,400 square foot parcel (.859 acres). 9,107 square foot development (.209 acres). • Land Use Permits required for proposed projects: Building permit & street use permit, as required. • Zoning designation of the site and adjacent properties: Shown by Figure and Table 1. AEPaul@APConsultingEngineers.com (253) 347-0887 PO Box 162, Auburn, WA 98071 J,0930 .1814 ,,JO'.J3<, ,J-0952 JWn " SE 164th st Figure 1. Parcel Map Property Address Parcel Property Plat Block/ Plat Lot/ Type: Building Unit Number Number Existing 10936 SE 164th Street 008800-0890 R 10 5 Property Renton, WA 98055 Property 10952 SE 164th Street 008800-0893 R 10 5 Adiacent East Renton, WA 98055 Property 10930 SE 164"' Street 008800-0896 R 10 5 Adjacent West Renton, WA 98055 Property 10932 SE 164'" Street 008800-0896 R 10 5 Adjacent West Renton, WA 98055 Property 10935 SE 162nd Street 008800-0104 R 10 5 Adjacent North Renton, WA 98055 Table 1. Property Zoning • Current use of the site and any existing improvements: The current use of the site is residential occupation. • Special Site Features: The northern portion of the lot is located directly under high voltage power lines. This area is not desirable for residential development and is, thus, subtracted from the total area in the density worksheet calculations. • Statement addressing the soil type and drainage conditions: The current soil type is Alderwood sandy loam. A copy of the US Soil Geologic Survey is included in the Technical Information Report included in this submittal. Stormwater is drained from the site to 164"St by conveyance because the parcel to be developed and surrounding parcels are graded downward to the south. • Proposed use of this property and scope of the proposed development The proposed use of this property is for residential development and the scope includes the construction of the infrastructure necessary for subdividing the property to support a new single family home adjacent to the existing single family home currently on the property. • For plats indicate the proposed number, net density, and range of siz.es (net lot area) of the new lots: two lots will be created and the net density is calculated to be 6.25 units per acre per the density worksheet. The sizes of the lots range from 7,209 square feet for the new development and 30,298 square feet for the existing home. • Proposed offsite improvements (i.e. installation of sidewalks, fire hydrants, sewer main, etc.): A frontage improvement will be required including the expansion of the roadway, 1.5' curb and gutter, 8' planter strip, and 5' sidewalk. • Total estimated construction costs and estimated fair market value of the proposed project: The total estimated construction costs are valued at $28,730.60 and the projected fair market value of the proposed project is set at an amount based on the King County bond quantities worksheet. • Estimated quantities and type of materials involved if any fill or excavation is proposed. Cut Qty: 80 CY Per Grading Plan Fill Qty: 133 CY Per Grading Plan • Number, type and size of any tree that needs to be removed. Two trees will be removed. The 19" Pine tree near the northwest corner of lot 2 and the 24" Ash tree located where the proposed driveway for the new building will be. • Explanation of any land to be dedicated to the City. No land will be dedicated to the city. o Any proposed job shacks, sales trailers, and/ or model homes: No job shacks, sales trailers, and/ or model homes for this project are anticipated. o Any proposed modifications being requested (include written justification). For projects located within 100 feet of a stream or wetland, please include: There are no proposed modifications Should you have any questions, please contact Adam Paul at (253) 347-0887 or Matthew Megally at (206) 552-9228. Please refer to reference number 2015046 when responding to this correspondence. Sincerely, A'P CONSULTING ENGINEERS PLLC Matthew Megally, EIT Civil Design Engineer .- To The City Of Renton Dept of Community and Economic Development Sub: Letter of understanding Geotechnical Risk Address of property : 19036 Se 154th St, Renton Wa 98055 This is to certify that I Lally Kamaljit is the owner of the property mentioned above Understands and accepts the risks of developing in an unstable area and will advise Any prospective purchaser of the site or any prospective purchaser of structures or Structures on site ,of the unstable potential of the area. Signed Lally kamaljit Dated c·1 ·0S-I l STATE OF WASHINGTON ) ) ss COUNTY OF KING ) ------ Notary Public State of Wullinoton TIANYINZHU My Appointment Explru Jan 1, 2019 ---- Notary Public in and for the State of Washington 2-u{ ' u Notary (Print): • My appointment expires· 2 C:\Users\APCE 2\Desktop\3. land Use Permit Master Application.docxRev: 08/2015 A'P CONSULTING ENGINEERS PLLC June 28th, 2016 Community & Economic Development Department Angela Weihs, Assistant Planner Renton City Hall -6th Floor 1055 South Grady Way, Renton, WA 98057 RE: Lally's Short Plat 10936 SE 164•• St. Renton, WA 98055 Construction Mitigation Description (APCE Project No. 2015046) Ms. Weihs, CIVIL ENGINEERING This letter consists of a Construction Mitigation Description for the Lally's Plat proposed project: The proposed project will be located on parcel number 0088000890. Construction is scheduled to start on or around July 1•1, 2016 and is estimated to be completed by September 30th, 2016. Pennitted construction hours for single-family residence remodels and additions for the City of Renton are between 7:00 a.m. - 10:00 p.m., Monday through Friday, and 9:00 a.m -10:00 p.m., Saturday and Sunday. We anticipate that hauling routes to and from this project will be along SE 164thSt, 116th Ave. SE, and SE Petrovitsky Rd. Changes to these routes may be proposed by contractor at the time of construction. Transportation routes for materials in and out of the development will be determined by the contractor. Measures are to be implemented to minimize dust, traffic, and transportation impacts, as well as erosion, mud, noise, and other negative characteristics of a construction site, including filter fabric fencing, a construction entrance, catch basin protection, and any other ESC features that are deemed necessary in the field. For traffic control, signage will be placed on SE 164th indicating that street construction is occurring in compliance with the latest edition and revision of the Manual on Uniform Traffic Control Devices as amended by the Washington Department of Transportation and City of Renton City Standards. Flaggers will be provided at the discretion of the contractor. These measures will be enhanced and modified by the contractor at the time of construction. Should you have any questions, please contact Adam Paul at (253) 347-0887 or Matthew Megally at (206) 552-9228. Please refer to project number 2015046 when responding to this correspondence. Sincerely, Al> CONSUL TING ENGINEERS PLLC Matthew Megally, EIT Civil Design Enginee ~Ing Map Boak Black & White mmunlty & Economic De Planning. Technical Sllf'VIC;:'opment Prodvcadt-), AdrianaA ~ Dal& 1211&l201S ovictl,GISAnslyst .,-_, ,.-. I "'" 0 100 ax;i 400 600 ReferaiceScal&: 1:l.Z>D 1,000 I H4E 71 29 T23N R5E E 112 ' , .._ , ·' ~--·'-..... ~-... 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E 112 R4E W 112 R4E E 112 R5E W 1.fl R5E E 1/2 R5E W 112 R5E E 112 R5E W 1/2 ~E E 112 R5E W 1/2 RSE E 112 R!iE W 112 RfiEE 112 RSE W 1/2 R5E E 112 t ~f\t/RIVEJ1E J2W J2E J3WI J3E J4WiJ4E JSW J5E J6W J6E J?W J7E J8W SHja~KE' ,, I I 4202 4202 4201 4201 52G~ l-s.os---'52fl5J JtP,;1, LARf-04 5204 5203 5203 5202 m'lrouN~io1 5201 m= m= m-m= oo-oo-oo= oo= ~-~-ro= ro-m-m= m-m= c 0 =w1° R5EE1" =EW1" R5EE112 RSEW1/2" R5EE1/'2 R5EW112 RSEE.112 R5EW112 R5EE112 RI' R41:.W1/2 R4EE1/2 R4EW1rl R4EE1/2 R5EW:V2 R5EE112 rwL. ,.,_ ,.:. '"' '-" ,----· 1 I Renton "'----' LJ Half Sections Exlent H;11f Section Des~nation ff (CA)COOlllllllcialMenal . (CO) Center Oowrdown /~ [CNI Corm1err;ra.tNeighborhoOO [CO) Commercial Ob /C.:OR) Commer1:ial/OffiC8!Hes1delll8 'l // (CY} Cente, Village tJ}'}{ :1H) lndustnal Heavy •• •• • (IL) lndUsllial Light '-:·:~:; -:'.~ (lM) Industrial Medium '·~'----- (R-1) Residemlal ldu/ac iR-4) Residential 4du/ac ReSlllentiat -6 DUJAC (R-8) Reskh:!!1tial 8duiac ~-10! R1;15idtlntial 10du ac (R-14) Residentia' 14dutac / (RM---f) Residential Mu1t1-Forn1ty {RMH) lfflidenHai Maoutac\ued Ho~ Ulball Cen1er Page i Index 1 PAGE# DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT --------Renton® DENSITY WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov 1. Gross area of property 37,400 square feet --'------ 2. Deductions: Certain areas are excluded from density calculations. These include: Public Streets* Private access easements* Critical Areas** 0 square feet ------ 0 square feet ------ 0 square feet ------ Public Right of Way _De__ ____ square feet (PSE HV Power Easement) Total excluded area: 3. Subtract line 2 (total excluded area) from line l for net area 4. Divide line 3 by 43,560 for net acreage 5. Number of dwelling units or lots planned 6. Divide line 5 by line 4 for net density *Alleys (public or private) do not have to be excluded. 0 square feet ------- 37,400 square feet --'--'-'---- 0.859 acres ------- 2 units/lots ------- 2.33*** = dwelling units/acre -'-'-'------ **Critical Areas are defined as «Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands, or floodwoys." Critical Areas buffers are not deducted/excluded. ***Per City of Renton Code, Section 4-2-llOD: 1-B: (Conditions Associated with Development Standards Table for Residential Zoning Designations) -Minimum density requirements to be waived due to 21,372 square feet (.491 acres) of undesirable and unsafe land directly underneath high voltage power lines. See attached code and site plan. Subtracting this area, yields a net acreage of 0.37 acres and thus a density of 5.44 units per acre. 1 C:\Users\APCE 2\Dropbox\APCE\2015046 ~ Lallys Short Plat\Submittal Documents\Submittals Working Folder\8. Density Worksheet.docx Rev: 08/2015 6/29/2016 Section 4-2-1100 Home < 4-2-110D CONDITIONS ASSOCIATED WITH DEVELOPMENT STANDARDS TABLE FOR RESIDENTIAL ZONING DESIGNATIONS > 1. a. Phasing, shadow platting, or land reserves may be used to satisfy the minimum density requirements if the applicant can demonstrate that the current development would not preclude the provision of adequate access and infrastructure to future development and would allow for the eventual satisfaction of minimum density requirements through future development. Within the Urban Center, surface parking may be considered a land reserve. b. In the event the applicant can show that minimum density cannot be achieved due to lot configuration, lack of access, environmental or physical constraints, minimum density requirements may be waived. 2. Use-related provisions are not variable. Use-related provisions that are not eligible for a variance include: building size, units per structure/lot, or densities. Unless bonus size or density provisions are specifically authorized, the modification of building size, units per structure, or densities requires a legislative change in the code provisions and/or a Comprehensive Plan amendment/rezone. 3. Within designated urban separators, clustering is required; individual lots shall not be less than ten thousand (10,000) square feet and development shall be consistent with RMC 4-3-110, Urban Separator Overlay Regulations. Outside of designated urban separators, clustering may be allowed in order to meet objectives such as preserving significant natural features, providing neighborhood open space, or facilitating the provision of sewer service. The maximum net density shall not be exceeded; except within urban separators a density bonus may be granted allowing the total density to achieve one dwelling unit per gross contiguous acre. In order for the bonus to be allowed, projects must provide native vegetation cover (either existing or new) on sixty five percent (65%) of the gross area of all parcels in the land use action, including both the area within and outside the open space corridor. In addition, projects shall provide at least one of the following: a. Enhancement of wetlands at a ratio of one-half (1 /2) acre enhanced for one acre delineated within the urban separator pursuant to RMC 4-3-050M12b, Evaluation Criteria, and RMC 4-3- 050M12c, Wetlands Chosen for Enhancement. Enhancement proposed for a density bonus may not also be used for a mitigation for other wetland alterations; or b. The removal of and/or bringing into conformance with Renton standards of legal nonconforming uses from the site; or c. Natural surface pedestrian trails with public access. The trails can be part of an adopted trail system or, where there is no planned trail system, of a configuration approved by the Community and Economic Development Administrator. In the absence of either wetlands or legal nonconforming uses on the site, public access and trails shall be provided and approved by the Community and Economic Development Administrator. 4-Allowed Projections into Setbacks: http://www.codepublishing.comN>INRentorvhtml/Renton04/Renton0402/Renton0402110D.html 116 . " ,---~,----------·-----~-.. ------------. ------·-·::---------~ "'-s-o i I " " " o:s,, 0 LAND AREA UNDERNEATH" HIGH VOLTAGE POWER " LINES: 21,372 SQUARE FEET " " (.491 ACRES) <¥yo " " " " " " " " , DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------Renton® TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 10 trees ------- 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: Subtract line 2 from line l: 0 trees -----0 trees ....:. ___ _ O trees ----- 0 trees ----- O trees ------- 10 trees ....:..:.... ____ _ 3. 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 o@ 5. 0.2 in all other residential zones 0.1 in all commercial and industrial zones 10 X 0.3 = 3 List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4 : 7 ------- trees trees 6. Subtract line S from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 3-7=-4 trees ....:;_.;__.;_ __ 7. Multiply line 6 by 12" for number of required replacement inches: 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 9. Divide line 7 by line 8 for number of replacement trees6 : (If remainder is .5 or greater, round up to the next whole number) 1 Measured at 4.5' above grade. inches ------- inches per tree ------- trees ------- 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 C:\Users\APCE 2\Dropbox\APCE\2015046-Lallys Short Plat\Submittal Documents\Submittals Working Folder\19. Tree Retention Worksheet.pdf.docx Rev: 08/2015 • ' Minimum Tree Density A minimum tree density shall be maintained on each residentially zoned lot (exempting single-family dwellings in R-10 and R-14}. The tree density may consist of existing trees, replacement trees, or a combination. Detached single-family development': Two (2) significant trees8 for every five thousand (5,000} sq. ft. of lot area. For example, a lot with 9,600 square feet and a detached single-family house is required to hove four (4) significant trees or their equivalent in caliper inches (one or more trees with a combined diameter of 24"}. This is determined with the fallowing formula: ( LotArea ) x 2 = Minimum Number of Trees 5,000 sq.ft. Multi-family development (attached dwellings): Four (4) significant trees 8 for every five thousand (5,000} sq. ft. of lot area. (_ LotArea ) 4 \5,0QOsq.ft. X Minimum Number of Trees Example Tree Density Table· Lot Lot size Min significant New Trees Retained Trees Compliant trees required 1 5,000 2 2 @ 2" caliper 0 Yes 2 10,000 4 0 1 tree (24 caliper Yes inches} 3 15,000 6 2 @ 2" caliper 1 Maple-15 Yes caliper inches 1 Fir -9 caliper inches. 1 Lots developed with detached dwellings in the R-10 and R-14 zoned are exempt from maintaining a minimum number of significant trees onsite, however they are not exempt from the annual tree removal limits. 8 Qr the gross equivalent of caliper inches provided by one (1) or more trees. 2 C:\Users.\APCE 2\Dropbox\APCE\2015046-Lallys Short Plat\Submittal Documents\,Submittals Worldng Folder\19. Tree Retention Worksheet.pdf.docx Rev: 08/2015 Khalid Husian 503-380-7062 gujrat@aol.com Hello Khalid, Chris Selle, Certified Arborist (206)-387-8214 Email: soundtreeconsulting(al,gmail.com Certified Arborist PN#7030A TRAQ Certified Tree Risk Assessor Here is the Arborist Identification Report that you requested for the trees located on the property at 10936 SE 164 1h St, Renton, 98055. Ten trees on the property were identified, measured for diameter at breast height (DBH), assessed for general condition. Site: 10936 SE 164'h St, Renton, 98055 Summary: Ten significant trees on the property Tree Condition Report Tree number one is in poor condition and will not survive the effects of construction. Remove tree prior to any construction activities. Tree number three has some bulges in the trunk and exhibits some amount of decay in the trunk and roots. I would suggest removal of this tree before commencing construction activities in or around this tree. Trees number four through ten are all in good condition and done exhibit any signs of disease or health issues. Tree Retention/Pruning Guidelines Pruning Plan Any pruning done to accommodate the new building should be perfonned by a certified arborist. All pruning cuts made shall be made to a healthy branch leader or back to the branch collar (collar cut). Do not leave any stubs or cuts that will not properly seal or callus over. Tree Protection Plan Guidelines The following guidelines are to be followed during construction: • Wood chips or other mulch must be used to spread above root zones within the drip line at a depth of 4-6 inches for temporary protection from soil compaction. • A void grade changes near the TPZ if possible. • If Trenching is needed, trenchless methods are preferred, or the trenches can be dug by hand to preserve larger roots. Leave roots larger than two inches in diameter intact and undamaged if possible. During the time of root exposure, keep roots moist with moist soil, wet mulch, or wet burlap. Roots may be uncovered with a low pressure water flow or air spade if needed. • I froots need to side of the trench. runcd, they should be cut with prunin. "1S, made flush with the • Trees should be watered twice a week if construction is to take place during hot summer months. • Control soil moisture within the protected area. Prevent flooding of the soil, and protect root areas from leachate, cement, oil, fuel, and all other contaminants. • Do not store materials potentially harmful to tree roots within 20 feet of protected areas. These include, but are not limited to: petroleum products, cement and concrete materials, cement additives, lime, paint coatings, waterproofing gents, form coatings, detergents, acids, and cleaning agents. • Mycorrhizal treatments may be added to the soil to increase the tree root's ability to uptake water and nutrients, improving its chances of withstanding environmental stress. Significant/Exceptional tree identification Tree#!: I 0.3" DBH Common Cherry tree (Prunus avium), poor condition, physical drip line radius 9' Tree#2: 9.2" DBH Western Red Cedar tree (Thuja plicata), fair condition, physical drip line radius 7' Tree#3: 17.4" DBJ 1mmon Cherry tree (Prunus avium), p ~ondition, physical drip line radius 17' (see condition report above) Tree#4: 6.3" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 5' Tree#5: 6.2" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 5' Tree#6: 5.2" DBH Common Cherry tree (Pnmus avium), fair condition, physical dripline radius 4' Tree#?: 8.4" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 7' Tree#8: 6.8" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 4' Tree#9: 7.8" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 5' Tree#! 0: 7.6" DBH Common Apple tree (Ma/us domestica), fair condition, physical drip line radius 8' Thank you, Chris Selle Certification # PN 7030-A TRAQ Certified Tree Risk Assessor 12009 SE 160'" St, Renton, 98058 (206)-387-8214 • JECB Jaswinder Singh Sound Building and Construction 21222 132 A VE SE Kent, WA 98042 Attn: Mr. Jaswinder Singh Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections Re: Geotechnical Report INTRODUCTION New Single Family Residence Parcel # -008800-0890 10936 SE 164111 Street Renton, WA. 98055 This report summarizes the results of our geotechnical recommendations for the Lally Short Plat Project site in Renton, Washington. The preparation of this report was performed after notification to proceed was received from Mr. Jaswinder Singh who is the Ovmer of Sound Building and Construction. The location of the site is shmvn relative to the surrounding area on the vicinity map located in Appendix I. Our understanding of the project is based on our review of; US Department of Agriculture-Natural Resource Conservation Service-soil survey maps obtained from their website and our site visits/explorations. Our soils exploration program consisted of investigating the soils through digging test pits and having our field geologist examine the contents of each test pit. The site plan with approximate test hole locations is shown in Appendix II. The site can be accessed from either the private drive along the west side or 164 1 " SE Street along the southern boundary. The northern boundary of the site is a single family residence. The eastern boundary is a power pole easement running diagonally SE to NW. The site has a vertical relief of approximately 6 feet. The results of our investigation, together with our recommendations, are to be found in the following report. The purpose of our services is to evaluate the surface and subsurface conditions at the site as a basis for providing geotechnical recommendations to support the construction of a single family residence onsite. We vr.ill also address the infiltration rates of the site soils in order to determine possible suitable locations for siting the storm water facilities. Specifically, our scope of services for this report includes the following: 1. Review the available geologic, hydro geologic, and geoteclmical data for the site area. 2. Conduct a geologic reconnaissance of the site area. 3. Explore the subsurface conditions at the site. 4. Provide geotechnical recommendations for the project area. 5. Provide field testing to determine infiltration rates onsitc. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECH Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections INTRODUCTION~------------------------------ s1TECO:S:DITJO:s:s ___________________ ~ -----------------l GEOl.OGlC CO:S:DITIO:S:S 3 CI.I\fATF OF AREA 3 Sl'BSl'RF.\CF. CO:S:DITIO:S:S l HYDROLOGTC CO'\DITIO:\"S 3 SITE l:S:Fll.TRATJO:S: 4 GEOTECHNICALRECOMMENDATIONS ------------------------6 Fm ·:-:n., TIO'.': DES!G:S: RECmIE:S:DATIO:S:S 6 LHER\LEARTH PRESS\'RES 7 (;F()SEIS\lIC SETTl:S:C 7 LIQI .EHCT!O:S: POTE:S:TIAL 8 F.ROSl():S: CO:S:TROL 8 SLOPE RECO'.I\IE:S:DATIO:S:S, 8 EARTH\VORK~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-9 C'LEARI:\"G and SITE PRFPER-\ TIO:\. 9 STRl"CITHAI. FILL . 9 Sl"ITABILin' OF O:\"SITF. SOIL"; AS FILL 10 Cl T A:S:D FILLSIDPES I 0 SITE DR\I:S:ACE 10 SUM:MARY~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-11 RECO\!\IFSDATIO:S:S 11 L\IPACT :\:\"/\LYSIS 11 LDIITATIO:S:S 11 sn!\L\RY 11 APPENDIX!--------------------------------II VICINITY MAP 11 SCS MAP AND DESCRIPTIONS 11 SITE PLAN IS APPENDIX III 17 LlQUEFACTION POTENTIAL MAP 17 APPENDIX IV 19 LAB TEST RESULTS 19 APPENDIXV H TEST HOLE LOGS H APPENDIX VI IS INFILTRATION TEST RESULTS IS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmaiLcom JECB SITE CONDIDONS Surface Conditions Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections The project site is located in the City of Renton, Washington. The layout of the site is shown on the Site Plan, Appendix II. The location of the overall site in relation to the surrounding area is located in Appendix T. According to the King County Department of Assessment's website (Appendix Vl) the property is part of Lot 2 Block l O of the Ackers Farm #6 addition. 1be website currently states the lot is located in NE -Quarter, Section 29, Township 23E, and Range SN. The site can be accessed from either the private drive along the west side or 164'" SE Street along lhe southern boundary. The northern boundary of the site is a single family residence. The eastern boundary is a power pole easement running diagona11y SE to NW. The site topography is such that the structure sits in a locally low portion of the site. The highest elevation on the parcel appears to be along lhe northern boundary and is up to 6 feet higher than the southern boundary. According to the City of Renton Development Services Division and the King County Department of Assessment's website (Appendix Vl) search for possible Environmentally Critical Areas for the property, only "Coal Mine Hazard" listed that needs to be addressed under the City of Renton Municipal Code-Environmentally Critical Areas. Coal Mine hazard Report has previously been completed. The requirement for this Geotechnical Report was to provide information about the project site soils for cuts, fills, and permeability's. GEOLOGIC CONDffiONS The geology of the area as compared to the "United States Department Agriculture Soil Conservation Service (SCS), Soil Survey of King County Area, Washington. 1973" was mapped as part of the Alderwood Series of soils -Specifically as Alderwood gravelly sandy loam soils (AgC) (8 to 15% slopes). Drainage and permeability is very low to moderately low. Runoff is moderate, and lhe erosion hazard is slight. The soils and land types formed largely in deposits of glacial drift and/or glacial outwash in the form of Ridges and Hills during the Vashon stade of the Fraser glaciation late in the Pleistocene. CLIMATE OF AREA The climate of the site and surrounding area as taken from the "United States Department Agriculture Soil Conservation Service (SCS), Soil Survey of King County Area, Washington. 1973" indicates a mean annual precipitation of 20 to 60 inches, most of which is rainfall, typically between October and May. The mean annual temperature is about 46 to 52 degrees F. The frost-free period is typically between 160 to 240 days long. SUBSURFACE CONDffiONS The test holes that were excavated extended to a depth ofup to 5 feet below existing ground surface our geologist inspected the test holes, maint.ained logs of the subsurface conditions, and obtained a representative samples, as needed. The soils encountered were visually classified in accordance with ASTM D-2488. The boring logs from the test holes are included in Appendix V. The approximate location of the test holes is indicated on the attached Site Plan, Appendix IL HYDROIDGICCONDffiONS Groundwater was not encountered in test holes. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecbotfice@gmail.com JECB SITEINF1LTRATION Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections Site infiltration was tested in accordance with the EPA falling head percolation test method. Site soils were tested in the location of Test Hole #1 and #2. The infiltration testing showed a perc rate of approximately 24.5 inches per hour. This rate was taken at the 3 feet below the top of Test Hole #I and #2-performing one test al each test hole. A safety factor shall be applied to the perc test results based upon the soil sampling that was also done in the same test hole. The soil sampling will provide which type of soil was present and then the appropriate safety factors can be applied per the King County Surface Water Manual. It may be necessary that once the final location of the site storm water infiltration system is located possible additional infiltration testing may need to be performed. See Appendix V for results. P.O. Box 832. Auburn. WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB CRITICAL AREAS CITY OF RENTON MUNICIPAL CODE (RMC) a. Geologically Hazardous Areas: Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections i. Whenever a proposed development requires a development permit and a geologic hazard is present on the site of the proposed development or on abutting or adjacent sites within fifty feet (50') of the subject site, geotechnical studies by licensed professionals, such as a geotechnical engineer and/or engineering geologist, shall be required. Specifically, geotechnical studies are required for developments proposed on sites with any of the following geologically hazardous areas: (a) Sensitive and protected slopes; (b) Medium. high, or very high landslide hazards; ( c) High erosion hazards; (d) High seismic hazards; (e) Medium or high coal mine hazards. The current project site does not meet the definition of a Geologically Hazardous Area per the Renton Municipal Code (RMC) as it pertains to (a) Sensitive or Protected Slopes. (b) Mediorn, High, or Very High Landslide Hazards, (c) High Erosion Hazards. or ( d) High Seismic Hazards. The site is currently mapped by the City of Renton Critical Areas as having a potential (e) Medium Coal Mine Hazard. The potential ofa Coal Mine Hazard was addressed in our JECB "Coal Mine Hazard Report" dated 2-25-16 (previously submitted and revised 6-6-16). The potential of a Medium Coal Mine Hazard for this parcel was found to be non-existent within at least 50 feet of the subject parcel. This dismisses the requirement of providing a separate gcotechnical report addressing the Coal Mine Hazard as directed by the City of Renton Municipal Code. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections GEOTECHNICAL RECOMMENDATIONS FOUNDATION DESIGN RECOMENDATIONS Upon review of information obtained during our onsite reconnaissance and in review of the test results from the various laboratory tests performed. we recommend that the following guidelines be used for the net allowable soils bearing capacity. • The site soils are suitable enough for the use of spread footings or continuous wall footings for this project. All footings should be designed witl1 sufficient strength that they are suitably reinforced to make them as rigid as possible. • All footings/spread footings are to be placed on native undisturbed soils. Footings are required to be a minimum of 18 inches below grade for freeze thaw purposes. After excavation, compact any loose surface soils that may be present. These soils shall be confirmed for bearing capacity or percent compaction and verified by the soils engineer after excavation. • Within the footing/spread footings remove all soft spots and replace with at least 12 inches of structural fill material compacted to 95% of the maximum dry density as determined by ASTM D-1557. All structural fill replaced in the footing shall extend horizontally outside of the edge of the footing equal to the same distance as the structural fill 's vertical distance up to 2.5 feet. • Isolated column footings (spread footings) should be a minimum of 24 inches in width and should be suitably reinforced. The footings should be proportioned to meet the stated bearing capacity and/or the International Building Code 2012 minimum requirements. It is determined that the assumed bearing for design of footings founded in native soils is 2500 psf. Total settlement should be limited to 1 inch total with differential settlement of 1/2 inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over-excavation and backfilling with at least I foot of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. P.O. Box 832, Auburn. WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections lATERAL EARTH PRESSURES Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. If there are below grade retaining walls or walls designed for retaining earthen fills on this project. The use of the three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. The following values may be used for the native site soils for this site. Earth Pressure Coefficients Earth Pressure Active, K,: 0.238 Active: 30 lbs./ ft3 At Rest, K,: 0.384 At Rest 49 lbs./ ft3 Passive, Kr: 4.204 Passive: 538 lbs./ ft 3 Coefficient of Friction: 0.35 Values were obtained based on a unit weight of128 pcf, and a phi angle of 38 degrees GEOSEISMIC SETTING Report Title Lally Short Plat Building Code Reference Document 2012 International Buildi'1g Code ·. I ,1, · I :c-: Site Coordinates 47.45712°N, 122,19368°\"I Site Soil Classification Site Class C -"Very Dense Soil ar1d Soft Rock" Risk Category 1/11/!II 'ashOf\ Burien. __ .,_,--, rl- ""' ... It .. - TJ,(0114 ,, ~" A!F"O•~ /' Des Moines. 1<ent USGS-Provided Output s .. = 1.406 s; Sw; = :_,406 ~ SM\::: 0.681 g Maple Valley ,.- .Covinoton S 0 :,. = 0,93·,-:-g Sm = 0.454 ~ .Hobart fo· hto·:"'aat101 0-1 tio,-, rt·1r_ s:.:; c:·1d S1 1,·c1lu0~. :1bO\'f: nc:l'·,e: te,:r ::al=>Jlc:!·~j rrc,n, prct·,1.:1rr1,.t ,:-\T c,k~ta·q~:r-o: ar,c de;:e:T1n stic .;.;rcur.d mot:1:,r,s :r tnt: a rc·:k)r. ::,f ,r,c:~.·n1ur1 :1c:r.zo'l:ul •·cspons(, olcusc ··c:wn t-::; :1",:· c1ppli.::::1:1-~r-~ ,:: sde~·t the ··:.,;)~~i :Jt:-H-dY' tl,ild PG('. '.JC r(·fcrcriu: Cloc..~rn--v·1'.. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com 1 E~ 1 ;s ~ :) 7~ ' D ,;c· D 45 ..;. JECB MCE. Response Spectrum 0 (0 ~--+---+-----·+--·+---------~ o \-''-1 -J ;w o .to: c ,::;c, o g:, l oc l :;,c I .t•i 1 ,::;,:, i .:c• : or Period. T C sec) LlQUEFACTION POTENTIAL Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections Design Response Spectrum I ;c - 1 U-,. o.5c+ ~--, C Ii:( ; : 0 5(, 'J,H· CJ'.2t...J.. O lC 1 ,, 1)0 --+--! coo~, .:, ~c t ,e l ..;0 ,:, so l OL· 1 :.,t 1 -tf, : ;;~ l ~,, ; ,Jc Period, T I sec) In our review of the Washington Stale Department of Natural Resources Liquefaction Susceptibility Map created by Pat Pringle, L.G. The project site is listed as having a Very Low Liquefaction Susceptibility potential. See Appendix Ill for the Susceptibility map of the project site. Liquefaction is a phenomenon in which strong earthquake shaking causes a soil to rapidly lose its strength and behave like quicksand. Liquefaction typically occurs in artificial fills and in areas ofloose sandy soils that are saturated with \Vater, such as low-lying coastal areas, lakeshores, and river valleys. When soil strength is lost during liquefaction, the consequences can be catastrophic. EROSION CONTROL It is our opinion that there is no potential erosion hazard. The Alderwood gravelly sandy loam soils (AgC) (8 to 15% slopes) are described in the "USDA Soil Conservation Service (SCS), Soil Survey of King County Area, Washington. 1973" as having a soil erosion hazard as slight. At the time of our site visit vegetation was still on the site. The site was vegetated with grass. Permanent erosion control measures are required after construction as soon as they are feasible to install. Temporary erosion control measures should be implemented during the construction of the site and may include, plastic covering, temporary seeding, surface roughening. mulching, and matting. Permanent erosion control measures may include permanent seeding and planting, sodding, surface roughening, and top soiling then seeding. Permanent erosion control should be established on the site as soon as possible. SLOPE RECOMMENDATIONS: If the proposed structure consists of day light basement type construction. This type of construction will require that the walls below grade will need to be designed as retaining wall to retain the site soils. The retaining walls/basement walls need to be designed using the Lateral Earth Pressures described above in this report. Areas behind walls shall be backfilled in accordance with Earthworks -Structural Fill recommendations within this report. It is also recommended that adequate drainage be placed behind the basement retaining walls and that they are adequately water proofed to avoid any possible water intrusion into the basement. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB EARTHWORK Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections CLEARING AND SITE PREPERATION Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6-12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. If placement of fill material is required, the exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of structural fill. Prior to placement of structural fill over exposed compacted subgrade either a proof roll test or "Tee" probe verification shall be verified by a geotechnical professional to assure the subgrade is firm and unyielding. If structural fill is to be placed along the site slopes it should be keyed or benched into the existing slope. During placement a geotechnical professional shall be onsite to monitor the placement and the compaction of the structural fill materials. Any soft, loose, or otherwise unsuitable areas determined during inspection should be over excavated and replaced with structural fill, based on the recommendations of structural fill. STRUGfURALFILL All fill material placed within the building footprint, behind retaining walls, or under driveways should be placed as structural fill. The structural fill should be placed in horizontal lifts of 8-12 inches per loose lift. Fill should be compacted to at least 95 percent MDD in (maximum dry density as detem1ined in accordance with ASTM D-1557). The appropriate lift thickness 'will depend on the compaction equipment used. 8 inch lifts for walk behind compactors and 12 inch lifts for all vibratory rollers/hoe pacs. We recommend that density tests shall be perfom1ed on all structural fill placed under structures, roadways, or behind retaining walls to ensure that it meets the above requirements. At least 1 test per lift per I 00 lineal feet shall be taken. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soils. As the amount of fines (material passing the No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend the use of a well-graded sand and gravel with less than 10 percent (by weight) passing the No. 200 sieve based on that fraction passing the % inch sieve. If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, a somewhat higher (up to 15 percent) fines content will be acceptable. Material placed for structural fill should be free of debris, organic matter, trash, and cobbles greater than 6 inches in diameter. The moisture content of the material should be --r/-3 percent of optimum moisture. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB SUITABill'IY OF ONSITE SOILS AS FILL Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections The onsite Alderwood Series soils -Alderwood gravelly sandy loam soils (AgC) (8 to 15% slopes) materials are suitable for use as structural fill. Lab testing results from the test pits show some areas that contain greater than 10% silt however a some samples are found lo contain less than I 0%. It is recommended that while placing structural fill in winter months the soils with Jess silts/clays should be used. CUT AND FILL SLOPES Cut slopes may be necessary during grading operations and utility installation. All temporary cut slopes and shoring must comply with the provisions of the Washington Administrative Code (WAC) Title 296, Pan N, "Excavation, Trenching, and Shoring''. All job site safety issues and precautions are the responsibility of the contractor providing the services. Surface drainage should be directed away from all slope faces. Some minor raveling may occur with time. All disturbed slopes should be seeded as soon as practical to facilitate the development of a protective vegetative cover or otherwise protected. SITE DRAINAGE All ground surfaces, pavements, and sidewalks should be sloped away from the structures. We recommend that footing drains and conventional roof drains be installed for the new structure and be discharged in an approved manner consistent with the recommendations of the civi1 engineer responsible for storm water management. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB SUMMARY RECOMMENDATIONS Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections Our recommendation for this project is that the site is currently stable and will remain stable during the construction of the proposed single family residence. Site shall be revegetated for erosion control purposes as soon as possible after construction activities have been completed. IMPACT ANALYSIS We do not anticipate that the proposed construction will have any off-site impacts. The site is stable enough to support the proposed construction within the recommendations made herein. LIMITATIONS We have prepared this report for use by Sound Building and Construction and members of their design and construction team, for construction of the Lally Short Plat Project. The data used in preparing this report and this report should be provided to prospective subcontractors for compliance purposes only. Our report, conclusions, and interpretations are based on data collected from test pits, and site inspections. Should changes occur that do not correspond to conditions described herein we should be notified so as to address those changes or conditions. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report. SUMMARY Our geotechnical investigation has not revealed any restrictions that would impact this project. There currently are no limitations to the proposed construction onsite. If you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at (253) 405-4654. Jason Geotech Respectfully Submitted, /l JECB P.O. Box 832, Auburn, WA 98071 /;! .--,t / 1// 1,, Jamy/Hicks, Gc~logist I Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections APPENDIX I VICINfl'Y MAP SCS MAP AND DESCRIPTIONS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections ,,..,~ ,10936 St 164th St P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: LaJly Short Plat Materials Testing File#: 16-0008 Construction Inspections P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections Appendix II SITE PLAN WITH TEST HOLE LOCATIONS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB •· ·•· ·1 .. i I ,....1 ~, ... '" .. . l • .... 1 ... .. Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections ,: .----·..,,.;. ,, . '.>if ·- / P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections APPENDIX III LIQUEFACTION POTENTIAL MAP P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboflice@gmail.com JECB D LJ l c_ _ _J n Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections EXPL.;\NATI01\"" L ique Caclion st1M:q,Libil i ly: 1-l I G 1-l Liyud'a1.'1ion stisc·eplib1'ity: \·lODERATE t,, HIGH I. i qud"a<.:I i0n ;usc·eplibili ty: \1()1 JFR ,-\TF Liy,1cfoction SLLS<.:q,tihility· LO\\" tu rvlODFR/\TF Liq"" foction ,u,cq,ti hi lit~-: LO\\" Liqud~iction ,u,c<"ptihili1y: VI:ltY U )\V to LOW Liquc-faction su,cq)libility: Vl'.ll.Y LO\V P.O. Box 832, Auburn, WA 98071 I I I • Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections APPENDIX IV LAB TEST RESULTS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB C'opyri.!,! hl Spears En,:incnini; & Tcchmcal Sen 1ccs PS. 1996-2001 Input an "x" ifapplicahle ONESETOFSIEVES ONLY: x "' Input an "x" here if the sample analysis is performed using only one set of sieves and it is not a split sample! Grawl Sel·tion Weights are Cumulative: x ' Cumulative Cumulative Cwnulative lnterpolated Sieve Si..-:e US mm 6.00" 150.00 4.00" I 00.00 3.00" 75.00 2.50" 2.00" I. 75" 1.50" 1.25" 1.00" 7/8" 3/4" 5/8" ]/2" 3/8" 1/4" ff4 63.00 50.00 45 00 37.50 31.50 25.00 22.40 19.00 16.00 12.50 9.50 6.30 4.75 Leave Blank Retained Weight 0.0 145.7 240.1 395.00 444.70 526.80 630.40 807.40 ' Percent Retained 0.0 % 7.0% 11.5 % 19.0 % 21.4 % 25.3 % 30.3 %, 38.R % 61.2 % Total Weight 2079.90 Sand & Fines Section Weights are Cumulative: x Percent Passing 100.0 % 93.0 % 88.5 % 81.0 '% 78.6 %, 74.7 % 69.7% 61.2 % ' Percent Passing 100.0% 100.0% 100.0% 100.0% 100.0% 98.1% 95.3% 93.0% 88.5% 85.2% 81.0% 78.6% 74.7% 69.7% 64.0% 61.2% Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections I No Specs Specs Max 100 % 100 % 100 %, 100 % 100 % 100 % 100 %1 100 % JOO% JOO% 100 %, 100 % 100 % 100 % 100 % 100 % l\1i n 0% 0% 0% 0% 0 '% 0% 0 "' '" 0% 0% 0% 0% 0% 0% 0% 0% 0% Date Re"eived: Jun 3, 16 Sample#: #16-0065 Sample ID: Lally Short Plat Source: TH-1-3' BSG I_:-: I Sample Meets Specs? Yes ASfM D-2487 Unified Soils Classification System SM, Silty Sand with Gravel Input an "x" Visual Classification if applicable- Sample is an Organic Soils· Sample contains Silt: Sample contains Clay: Sample is Crushed: Atterberg Limits :'\on-Plastic: x Liquid Limit, Oven Dried: 0.0% Liquid Limit, Not Dried: 0.0% Plastic Limit: 0.0% Plasticity Index: 0.0%, Fineness Modulus: 4.40 ' ' ' ' ' Before Wash Weight: 2079.9 i, F.11terTotal Sample Wl'i~ht Ilcn•! After Wash Weight: 1784.5 Accuracy: 0.36% After Sieving \\I eight: I 778.1 hn·alid, Repeat Test Cumulative Cumulative Onnulative Interpolated Sieve Sit:e Retained Weight 1127.60 1169.40 1282.IO Percent Retained 54.2 % 56.2 % 61.6 % Percent Passing 45.8 % 43.8 % 38.4 % Percent Passing 45.8% 43.8% 38.4% 33.7% 30.2% 24.0%1 20.5% 20.0% 19.3% 18.2 1% 16.6% 16.0% 15.5% Specs Max 100%1 100% 100% 100% 100% 100% 100% 100% 100% 100% l00% (00% 100% us #8 #10 #16 #20 #30 #40 #50 #60 #80 #100 #140 #170 #200 Pan mm 2.36 2.00 1.18 0.85 0.600 0.425 0.300 0.250 0.180 0.150 0.106 0.090 0.075 1451.00 1579.70 1654.40 1678.60 1758.40 1778.10 69.8 % 76.0 % 79.5 % 80.7 % 84.5 % 30.2 % 24.0 % 20.5 % 19.3 % 15.5 % Min 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%1 0%, P.O. Box 832, Auburn, WA 98071 D1MJ"" Coeff. of Curvattrre, Cc= 0.049 mm 0.593 mm 4.567 mm 1.59 Coeff. of Uniformity. Cu= 94.12 % Gravel= 38.8 % % Sand= 45.7 % %Silt & Clay= 15.5 % % Silt: Ni A, Run Hydromet % Clay: '\/A, Run Hydromet Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Copyright S'Pcar, Eng inccrmg & ·1 echnical Services PS. 19 9 6 -2 0 0 l Input an "x" if applicable ONESEfOFSIEVES ONLY: ' ' Input an "x" hert!' if the sample analysis is performed using only one set of sieves and it is not a split sample! Gravel Section Wei~hts are Cumulative: ' ' Cumulative Cumulative Cwnulative Interpolated Sieve Size Retained Percent Percent Percent us mm Weigtu Retained Passing Passing 6.00" 150.00 ' 100.0% 4.00" 100.00 100.0% 3.00" 75.00 100.0% 2.50" 63.00 100.0% 2.00" 50.00 0.0 0.0 % 100.0 % 100.0% 175" 45.00 0.0 0.0 % [00.0 % 100.0% I.SO" 37.50 95.8% 1.25" 31.50 125.7 7.5 % 92.5 % 92.5% 1.00" 25.00 209.9 12.5 % 87.5 % 87.5% 7/8" 22.40 85.7% 3/4" 19.00 277.20 16.6% 83.4 % 83.4% 5/8" 16.00 315.30 18.8 % 81.2 % 81.2% 1/2" 12.50 432.70 25.9 % 74.1 % 74.1% 3/8" 9.SO 554.30 33.1 % 66.9 % 66.9% 1/4" 6.30 701.30 41.9 % 58.1 % 58.1% #4 4.75 785.40 47.0 % 53.0 % 53.0% Leave Blank 53.0 % Total Weight 1672.70 Sand & Fines Section \Veie,:hts are Cumulative: ' ' Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections ·1 r,Jo Specs Specs Max .\1in 100 % 0% 100 % 0% 100 % 0% lOO % 0% 100 % 0% 100 % 0'% 100 % 0% 100 % 0% JOO% 0% 100 % 0% JOO% 0% JOO% 0" " 100 % 0% 100 % 0% 100 % 0% 100 % 0% Date Received: Jun 3, 16 Sample#: #16-0066 Sample ID: Lally Short Plat Source: TH-2 4' BSG l_:--:J Sample Meets Specs? Yes ASfl\.·1 D-2487 Unified Soils Classification System GW-GC, Well-graded Crave I with Silty Cl Input an "x" Visual Classification if applicable Sample is an Organic Soils: Sample contains Silt· Sample contains Clay: Sample is Crushed: Atterberg Limits Non-Plastic: x Liquid Limit, Oven Dried: 0.0% Liquid Limit, :\ot Dried: 0.0% Plastic Limit: 0.0% Plasticity Index: 0.0% Fineness Modulus: 4.86 ' ' ' ' ' Before Wash \\'eight: 1672.7 « Enter Total Sample Weight Herc! After Wash Weight: 1514.1 AfterSicvingWeight: 1514.0 Cumulative Cumulative Sieve Size Retained Weight I000.30 1045.40 ll87.50 Percent Retained 59.8 % 62.5 % 71.0 % us #8 #10 #16 #20 #30 #40 #SO #60 #80 #100 #140 #170 #200 Pan mm 2.36 2.00 1.18 0.85 0.600 0.425 0.300 0.250 0.180 0.150 0.106 0.090 0.075 1326.00 1383.10 1432.30 1482.60 1491.20 1510.80 1514.00 79.3 % 82.7 % 85.6 % 88.6 % 89.1 % 90.3 '}0 Accuracy: 0.01 % Cumulative Percent Passing 40.2 % 37.5 % 29.0 % 20.7 % 17.3 % 14.4 % 11.4 % 10.9 % 9.7 % Valid Test Interpolated Percent Passing 40.2% 37.5% 29.0% 24.3% 20.7% 17.3% 14.4% 13.1% 11.4% 10.9°10 10.2% 9.9% 9.7% Specs Max 100% 100% 100% 100% l00% LOO% 100% 100% 100% 100%1 100% 100% 100% Min 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% P.O. Box 832. Auburn, WA 98071 D0111= D(,n 1= D(6o,= 0.096 mm l.276 mm 7.001 mm Coeff. of Curvatw-e, Cc= 2.43 Coeff. of Uniformity, Cu= 73.28 %Gravel= 47.0 % % Sand= 43.4 % % Silt & Clay= 9.7 % ~'o Silt: :\iA, Run Hydromet % Clay: :\/A, Rim Hydromct Phone#: (206) 786-8645 Email: jecboffice@gmaiLcom JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16--0008 Construction Inspections APPENDIXV TEST HOLE LOGS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com Depth (Ft) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.U 7 .5 8.0 8.5 9.0 9.5 10.0 JECB Date: 6/3/2016 Boring Log#: TH-#1 Boring Type: Test Pit Field Change Description Topsoil (0'-0.5') Silty Sand(0.5-4.5) Silty Gravel (4.5'-5') in Soils %M Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections Flle #: 16-0008 Client: SBC Depth Drilled: 5 .0 feet Comments Sandy Silt (SP) with organics, dark brov.n, moist. soft, homogenous Silty Gravelly Sand {SP-Sl'vf), dark yellov.lsh brown. Jry. medium dense, homogenous Silty Gravel (GM) v.ith sand and cobble~. olive brown, dry, dense. homogenous 5 feet Bottom of Test Pit Groundv.ater was not encountered P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecbofficc@gmail.com Depth (Ft) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 JECB Date: 6/3/20 l 6 Boring Log#: TH-#2 Boring T:ypc: Test Pit Field Change Description in Soils Topsoil (0'-0.5') Silty Sand (0.5-4.5) Silty Gravd { 4.5'-5') %M Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File #: 16-0008 Construction Inspections #16- File #: 0008 Client: SBC Depth Drilled: 5.0 feet Comments Sandy Sile (SP) with organics, dark brown. moist, soft. homogenous Silty Gravelly Sand ( SP-SM), dark yellowish brown. dry, medium dense. homogcr-ious Silty sandy Gravel (GM-SM) with cobbles. olive brown, dry. dense. homogenous 5 fcLi Bottom ofTest Pit Groundwater was not encountered P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections APPENDIX VI INFILTRATION TEST RESULTS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@grnail.com JECB Geotechnical Engineering Date: 6-8-16 Special Inspections Project: Lally Short Plat Materials Testing File#: 16-0008 Construction Inspections Sound Building and Construction 21222 132 AVE SE KENT, WA 98042 Re: Project: Report Date: In-situ Percolation Tests Lally Short Plat 6-3-16 As per your request we have performed percolation testing for the above referenced project. The tests were performed in accordance with the applicable EPA falling head percolation tesl procedure (Onsite Wastewater Treatment and Disposal Systems, EPA, 1980) (King County Surface Water Design Manual). The depth oflhe percolation test was performed at 3 feet beneath the subgrade surface for Test Hole #I and Test Hole #2. The results obtained were as follows: Test Hole #I Test Hole #2 Time Distance Percolation Rate Time Distance Percolation Rate seconds inches min/in seconds inches min/in 0 0.00 0 0 840 6.00 2.33]] 872 6.00 2.4222 868 6.00 2.4111 g9; 6.00 2.4861 870 6.00 2.4167 89; 6.00 2.4861 Average: 2.41 min/in Average: 2.49 min/in Average: 24.86 in/hr. A:verage: 24.13 in/hr. Test Hole Average: 24.50 in!hr. The native silty sandy loam soils drained so slowly during the initial testing that a prolonged soaking period was needed during in-situ testing. This required the soils to be saturated for a period of 15-30 hours prior to testing at the completion of each test the water level was then adjusted to the original 6 inch mark prior to taking another reading. The test holes referred to in the above mentioned perc test results are nwnbered in accordance with the site plan sketch drawing dated 6-3-16 as modified by JECB. Test hole descriptions are provided in JECB test hole logs. The above measured infiltration rale values should be used by applying a safety factor (FOS) (f,.,<i,g) utilizing our soil texture triangle findings in accordance with the King County Surface Water Design Manual when preparing final calculations for the design infiltration rate (lmea.wrect) values. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 RFV 6/n/ Ii> Special Inspections Project: 10936SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections Sound Building and Construction LLC. 21222 132"• Ave. SE Kent, WA 98042-3105 Attn: Khalid Hnsain Re: Mine Safety Hazard Report New Single Family Residence Parcel # -008800-0890 10936 SE 164 1 h Street Renton, WA. 98055 This report summarizes the results of our Mine Safety Hazard Report for the Lally's Short Plat Project site in Renton, Washington. The preparation of this report was performed after notification to proceed was received from Mr. Husain who is the Owner's Representative. The location of the site is shown relative to the surrounding area on the vicinity map located in Appendix I. The purpose of our services is to evaluate the potential presence of a Mine Safety Hazard as defined by the Renton Municipal Code. Our understanding of the project is based on our review of; Maps obtained from the Washington State Department of Natural Resources Geology Section website (Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-Washingtoo Geclogic Survey) located in Appendix lll, King County Critical Areas located in Appendix IV, City of Renton Coal Mine Hazard located in Appendix V, and our site visits/explorations. Our research consisted of evaluating the publicly available documentation that pertains to the localized vicinity as it relates to the past coal mining activities. See Appendices for some ofthe most pertinent information as it relates to the current project site and past mining activities. The current proposed project will add a single family residence to the Lally Short Plat. The sites eastern boundary is power lines that run diagonal in a NW-SE direction, the western boundary is a private driveway that accesses the rear of the short plat, the southern boundary is SE 164th Street, and the site has a residence on the north side adjacent properties. The site has a vertical relief of approximately 6 feet. City of Renton recognizes the project site as a (RMC) Medium Hazard map located in Appendix V. This requires a report to provide recommendations for the site. lfyou have any questions concerning the test results, the procedures used, or ifwe can be of any further assistance please call on us at (206) 786-8645. Respectfully Submitted, // JECB ( !/ ___ _ JaryKe Hicks, <;,eologist P.O. Box 832, Auburn, WA 98071 ,/~ ' ,_ Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 RIV h/b/fo Special Inspections Project 10936 SE 164"' ST Materials Testing File#: 16---0008 Construction Inspections HISTORY __________________________________ S Washington Coal History 3 Rc111on Cool History 3 ESSENTIAL INFORMATION----------------------------4 TYPICAL SCBSURFACE MINING METHODS 4 THE PCHI.IC lA~D SlJRVEY SY~'TEM (PLSS) 5 What is the PLSS? 5 Township-Range·Section-Quarter System Diagram 6 PRO]ECf INFORMATION-----------------------------I SITE CO'-'DITIONS ______ ___ _ ____ _____ 8 GEOWGIC COND!TlONS -------8 CLIMATE OF AREA 8 SllBSl:RFACI, CO~D1TI0l'\S 8 PROJECT RESOl"RCF.~ 9 --------------------------------------- PRO]r:CT flNDINGS 9 REQUIREMENTS ______________________________ II SUMMARY IS IMPAL1' A.l~ALYSIS 13 LIMITATIONS lJ Sl"MMARY lJ APPENDIX I-------------------------------14 VICINITY MAP 14 SCS MAP AND DFSCRIPTIONS 14 SITE PIAN 17 APPENDIXill 19 WASHINGTONSTATECOALMINEMAPS 19 APPENDIX IV SI KING COUNIY CRITICAL AREAS MINE HAZARD MAPS SI APPENDIX V SI CITY OF RENTON COAL MINE HAZARD MAPS SI APPENDIX VI S4 KING COUNIY DEPARTMENT OF ASSESSMENTS INFORMATION S4 APPENDIX VII S6 CITY OF RENTON 1YPICAL COAL SEAM STRATIGRAPHY S6 APPENDIX 41 TOWNSHIP AND RANGE PLSS MAPS 41 p_o_ Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email:jecboffice@gmaiLcom JECB HISTORY WASHINGTON COAL HlsToRY Geotechnical Engineering Date: 2-25--16 l'.i'V 6/ 6/ I b Special Inspections Project: 10936 SE 164th 5T Materials Testing File#: 16--0008 Construction Inspections "The earliest recorded discovery of coal in Washington was in 1833 along the banks of the Toutle River in Cowlitz County near its junction with the Cowlitz River (Roberts, 1958). According to Jenkins (1923) the first coal mine in the state was opened in Bellingham in Whatcom County in 1853 or 1854. At about the same time. coal was discovered on the Black River. near the present site of Renton, and a mine was opened there in 1854. A few years later, the coalfields of the Issaquah and Newcastle areas in King County, and the coking coal of the Carbon River and Wilkeson areas of Pierce County were discovered (Moen, 1982). The coals in the Roslyn area of Kittitas County were discovered around 1871 and productions commenced in 1886 (Saunders. 1914). By this time the industry was well-established throughout the coal-producing regions of the state. Annual coal production grew from 5,000 tons in 1860 to 100,000 tons by 1876; by 1888 it exceeded I million tons per year. By 1890 coal ranked second in importance to lumber as an export product of Washington. In the three decades that followed, coal production increased significantly owing to its use as a domestic heating fuel as well as fuel for the railroads. Peak production of 4.1 million tons was reached in 1918. Inroads made by competitive fuels, especial! y heating oils, started in the 1920's. Thereafter, coal use and production fell steadily, as competition from fuel oil, natural gas, and hydropower took effect. In the 1960's annual production dropped below 100,000 tons and hit an all-time modem low of 37,000 tons in 1970. In 1971 the declining trend in state coal production was reversed by the opening oflarge-scale surface mining operations in Centralia. About 4 to 5 million tons of sub-bituminous coal for power plant use are produced annually at the Centralia mine. Smaller-scale surface mining is conducted in the Black Diamond area of King County. The 1970's also saw the closing of the last underground mine in Washington-Palmer Coking Coal Company's Rogers No. 3 mine in the Landsburg area of King County. "Referenced from Coal Mine Map Collection According to an internet source "The history of coal in Puget Sound is tied to the development and expansion of the railroad in the West. Locomotives burned coal, and coal, which is heavy and bulky, could not be transported without the railroad. These two industries grew together in the region, the health of each enabling the growth of both. Washington coal, used to fuel locomotives and steamships, and to heat homes in the Pacific Northwest and elsewhere, found a major market in California. The largest mines were located in King County (Black Diamond, Franklin, and Renton), Pierce County (Carbonado), Kittitas County (Roslyn), and Lewis County (Centralia). In the nineteenth century coal was king, but increasingly in the twentieth century oil and natural gas were competitors. Across the country coal is widely used as a fuel to generate electricity, but in the Pacific Northwest, coal's fate was sealed by the move toward hydroelectric generation, although hydroelectric dam construction largely ended in the 1960s". RENToN COALHlsToRY While long an important salmon fishing area for Native Americans, Renton was first settled by people of European descent (Henry and Dianna Tobin) in 1853. Dr. R. H. Bigelow discovered a coal seam in 1853. Soon after, Tobin, Bigelow, and two other men, Obediah Eaton and Joseph Fanjoy, formed the Duwamish Coal Company. In 1873 Erasmus Smithers discovered a coal seam while exploring streams. Smithers was short of cash, but backers were quick to come forward with financial assistance. One of these backers was Captain William Renton, one of the most successful businessmen in the territory. Captain Renton and his partners were looking for a profitable venture involving the movement of timber or coal along a proposed independent railroad route. With Captain Renton's financial backing, Smithers organized the Renton Coal Company with Thomas Morris, engineer for the railroad, and Charles Shattuck, president of the Seattle Coal Co. in Newcastle. The mine entrance was on the north side of Renton Hill. The town of Renton was founded as the 'Renton Cooperative Coal Organization' on Feb 16, 1895 by Erasmus M. Smithers. Smithers discovered coal there and brought in Charles D. Shattuck as coal mine operator. Renton was incorporated as a city in 1901 (September 6) when coal mining and timber processing were the most important economic industries in the area. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@grnail.com JECB Ceotechnical Engineering Date: 2-25-16 F'.l'.V 1.1/6/ lh Special Inspections Project: 10936 SE 164th sr Materials Testing File#: 16-0008 Construction Inspections ESSENTIAL INFORMATION TYPICALSUBSURFACEMININGMETIIODS The following brief description as described in the Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-Washington Geologic Survey of underground coal mining methods, as practiced in Washington, is included as a very general outline of the more common features of coal mining for those unfamiliar with the subject. The main underground features of a coal mine are illustrated in the diagram which accompanies this section. One should bear in mind that the workings illustrated are in the plane of the dipping coal bed. The following descriptions are taken from Green (1947) and Beikman and others (I %1). Most of the early underground mines were water level or drift mines. They were usually begun on coal seams which were exposed at the surface in the valleys of streams. Tunnels or drifts were driven in the coal from about stream level, and the coal occurring above this elevation was mined through these tunnels ca11ed "water-level gangways". The workings were driven slightly up the dip of the coal bed so that the mine would be self-draining. As coal above the level of the portal was mined out, the mine was abandoned or slopes (inclined tunnels) were driven down the dip of the coal bed and pumps were installed to remove excess water. Entries (near-horizontal tunnels) which arc turned off the main slope on the strike of the seam are driven in pairs. One is called the "gangway" and is used for haulage purposes. The other is called the "counter" and is driven 40 to 60 feet above the gangway (as measured along the slope of the bed). It functions as a travel way for the return of air. Where an air course crosses a haulage way, it is carried overhead in an airtight and fire-proof tunnel called an "overcast" which is usually shot out of the roof and floored with reinforced concrete. In coal mining practice in this state, chutes were driven up dip from the haulage ways or gangways for the purpose of extracting coal between the different levels which were usually spaoed 200 to 400 feet apart. The term "chute" was used for passageways not over 12 feet wide. When these passageways exceeded 12 feet in width they were called "rooms" or "breasts". The tenns "room" and "breast11 are synonymous, breast being used for steeper dipping seams, and room for the seams with low dip angles. Coal was moved by gravity down chutes to the gangway as it was mined. Adjacent chutes were connected at 50 or 60 foot intervals by horizontal tunnels called "crosscuts" which were necessary for ventilation. The chutes were driven up the inclination of the coal bed until they reached the barrier pillar or "chain pillar 11 • Chain pillars were left for protective purposes between the top of the chutes and the level above. In the case of the first level chain pillars were left between the top of the chutes and the ground surfuce. When gangways, chutes, and crosscuts (collectively called development work) were completed, the block of coal or "pillars" outlined by the chutes and crosscuts were mined out. Modifications of the chute and pillar, breast and pillar, and room and pillar methods were occasionally used. Evans (1912) described the various methods of underground mining employed in western Washington, particularly in King CoW1ty. For a more complete description of these methods the reader is referred to his section on coal mining methods. In areas of steep dip, coal development is conducted from rock twmels crossing a number of beds. Rock slopes (inclined tunnels in rock) are sometimes driven to intersect another seam to allow development to continue, especially when a fault is encountered. Shaft mining was rarely used in Washington, since there are few occasions where flat dips predominate. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email:jecboffice@gmail.com JECB ground surface portal chain pinar j "" • 'a { -• ill ·a • Q. 0 • .s • / E overcast -!l! Q. Geotechnical Engineering Date: 2-25-161<1:V h/h/fo Special Inspections Project 10936 SE 164th 5T Materials Testing File#: 16-0008 Construction Inspections fan . :-;_. .. _..::: chain pillar :; = Q. j ~ l! 'a ii .s • E ' \1:.1i11 t.1ndcrgruund features of i.l coal mine (after Gl'ccn. I g4 7). Arro,vs. indiL:atc direction of air tra\,cl. TIIE PUBLlC LAND SURVEY SYSTEM (PU,S) What is the PLSS? The Public Land Survey System (PLSS) is a way of subdividing and describing land in the United States. All lands in the public domain are subject to subdivision by this rectangular system of surveys, which is regulated by the U.S. Department of the Jnterior. The surveying of any regional area, such as a state or two, is a multi-step process. First, two controlling survey lines are established: a baseline, which runs east-west and a Principal Meridian, which runs north-south. The locations of the two are determined by a previously chosen initial point, where they originate and thus intersect. The PLSS typically divides land into 6-mile-square townships, which is the level of information included in the National Atlas. Townships are subdivided into 36 one-mile-square sections. Sections can be further subdivided into quarter sections, quarter- quarter sections. or irregular government lots. Each township is identified with a township and range designation. Township designations indicate the location north or south of the baseline, and range designations indicate the location east or west of the Principal Meridian. For example, a township might be identified as Township 7 North, Range 2 West, which would mean that it was in the 7th tier of townships north of a baseline, and in the 2nd column of townships west ofa Principal Meridian. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Township-Range-Section-Quarter System Diagram Public Land Survey System {PLSS) Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164•, ST Materials Testing File#: 16-0008 Construction Inspections Townahlp Grtd M 7 I 9 10 11 t:2 s iii · t7~ ,,>~ 11 --~...,,,,_.---,;.-.-".----,,--.. _ 21 22 2l 24 Sedlon14 ._,a;:,~1 ~ -'". ;.p;· i q...rter . ':' ----•. --~ -----+-----1 · #'' • ! .... ~ .• , ~I Si" I : .. 1~ _ __,_· ---1 !Wet iHalrar: :...-t,c.4-:-. ~ w --:South : t :~-... ~ 10, :l :.eas.t L !.' ~ L" quarter- 3l 34 35 36 Section 1-4 shows both normal division of the section into aliquot parts and the fr•ctional division Into government lots. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th 5T Materials Testing File#: 16-0008 Construction Inspections The following table indicates some distance and area conversions in the PLSS: '. dimensions area (miles) (mile') (acres) (m') (km') notes Quadrangle 24 by 24 576 368,640 1,492 Usually 16 townships Township 6 by 6 36 23,040 93 Usually 36 sections Section 1 by 1 1 640 2.6 Half-section 1 by Y, Y, 320 1,294,994 1.3 Quarter-section Y, by Y, Y, 160 647,497 Half of quarter-section Y, by Y. X 80 323,749 Quarter of quarter-section X by Y. Xe 40 161,874 P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections PROJECT INFORMATION SITE CONDmONS Surface Conditions The project site is located in the City of Renton, Washington. The layout of the site is shmm on the Site Plan, Appendix II. The location of the overall site in relation to the surrounding area is located in Appendix I. According to the King County Department of Assessment's website (Appendix VI) the property is part of Lot 2 Block 10 of the Ackers Farm #6 addition. The website currently states the lot is located in NE -Quarter, Section 29, Township 23E, and Range SN. See Appendix VIII for information about Township and Range. It should be noted that the Quarter-Section- Township-Range are extremely important to the investigation. Due to changes in current mapping techniques and the use of satellites, GIS technology, and the global positioning of latitude and longitude (northing and easting) -the older mapping technique of Quarter-Section-Township-Range was used during the late 19"' century and early 20'h century. The site can be accessed from either the private drive along the west side or I64'h SE Street along tl1e southern boundary. The northern boundary of the site is a single family residence. The eastern boundary is a power pole easement running diagonally SE to NW. The site topography is such that the structure sits in a locally low portion of the site. The highest elevation on the parcel appears to be along the northern boundary and is up to 6 feet higher than the southern boundary. According to the City of Renton Development Services Division and the King County Department of Assessment's website (Appendix VI) search for possible Environmentally Critical Areas for the property, only "Coal Mine Hazard" listed that needs to be addressed under the City of Renton Municipal Code-Environmentally Critical Areas. GEOLOGIC CONDmONS The geology of the area as compared to the "United States Department Agriculture Soil Conservation Service (SCS), Soil Survey of King County Area, Washington. 1973" was mapped as part of the Alderwood Series of soils -Specifically as Alderwood gravelly sandy loam soils (AgC) (8 to 15% slopes). Drainage and permeability is very low to moderately low. Runoff is moderate, and the erosion hazard is slight. The soils and land types formed largely in deposits of glacial drift and/or glacial outwash in the form of Ridges and Hills during the Vashon stade of the Fraser glaciation late in the Pleistocene. CLlMATE OF AREA The climate of the site and surrounding area as taken from the "United States Department A.,,,-iculture Soil Conservation Service (SCS), Soil Survey of King County Area, Washin.,'1on. 1973" indicates a mean annual precipitation of 20 to 60 inches, most of which is rainfall, typically between October and May. The mean annual temperature is about 46 to 52 degrees F. The frost-free period is typically between 160 to 240 days long. SUBSURFACECONDmONS No test holes were excavated during our site investigation. The Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-Washington Geologic Survey has provided a typical stratib>raphy of the Coal Bearing Seams in the Renton area it is located in Appendix VII. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB PROJECT RESOURCES Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th 5T Materials Testing File#: 16-0008 Construction Inspections For the purposes of this project a substantial amount of time is dedicated to researching the local area to verify the presence of Coal Mining Activity. The project site is located in an area that has had known Coal Mining Activities in the local vicinity. In some locations, documented Coal Mining Activities occurred in the past, as far back as 1853 in the Renton area. Without accurate mapping or surveying of the relict Coal Mining Sites and the lack of regulations that required Coal Mines to report specific locations some of the older Coal Mining Operations may not have been documented. These undocumented Coal Mining locations will not be evaluated as possible Mine Hazards since they are undocumentable. Since early I 900's Washington State Law has required mine operators to submit detailed plans of all underground coal operations to the state on an annual basis. About l,IOO individual maps representing about 230 mines comprise the Washington State Coal Mine Map Collection-Washington State Department of Natural Resources-Division of Geology and Earth Resources. The maps are an invaluable source of information for mine subsidence hazard evaluation and mitigation, structural geology, coal exploration, resource evaluation, and historical research. The current mapping technologies such as Google Maps, Global Positioning Systems (OPS), Google Earth, etc. were not available to the map makers of the Coal Mine Map Collection. Some of the maps produced, that are contained within the Washington State Coal Mine Map Collection, use data points, roadways, or landmarks that no longer exist in today's world. Most maps are produced with the assumption that the user knows the location of the Coal Mine entrance and only show the inner workings of the mine itself. This shows the lateral area of the mine as it extends undergrowid but does not show the exact location of the entrance to accurately scale the subsurface mining activities as they extend underground to compare them to the above ground locations. Therefore it is important to note, when available, a reference point to assist in providing some location that can be translated into a currently referenced location. For example, the map preparer may have used a cross road for a reference point when initially preparing the maps. If that cross road no longer exist or have been relocated, it is nearly impossible to be 100% accurate with the mine extent and location without knowledge of a current reference point. Both King County and the City of Renton have compiled maps to provide approximate locations of the extent of Coal Mine Hazard locations. These maps were also reviewed for the project site. See Appendix IV and V for these maps. We also evaluated the Washington State Coal Mine Map Collection for this project. It is our contention that the most accurate method for locating the current location of potential Coal Mines is through the PLSS system. This system has been in use in the United States since at least 1776 (according to Wikipedia). This method of survey was also used in the State of Washington during its early years of homesteading and has provided surveyors with an accurate reference point to create accurate surveys from. The Washington State Coal Mine Map Collection has separated the maps for each area into the Section-Range-T O\mship. A list of maps from that Section-Range-Township are then displayed. Each map was looked at to determine if it was located in the area of the current project. PROJECT FINDINGS According to the King County Coal Mine Hazard (Critical Areas) Map the project site lays within 150 feet south of the closest potential Coal Mine Hazard Area (See map in Appendix IV). According to the City of Renton Coal Mine Hazard map the project site is located approximately 150 feet south and 300 feet east of the potential Coal Mine Hazard Area (See map in Appendix V). Using the King County Department of Assessments information for the parcel number/address the Quarter- Section-Township-Range for the project were NE Quarter-Section 29-Township 23N-Range 5E of the Willamette Meridian. A search of the Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-for Section 29- Township 23N-Range 5E returned the following maps; (See Appendix IX for some examples) Kl Northwestern Improvement Co.·s Coal and Land Holdings, King County 1928 Map PK2 Pacific Coast Coal Co Property, King and Pierce County 1916 Map PK\ Northwestern Improvement Co. Coal Mines, Coal Mine map 1932 K32 Patton Mine, Renton Mine, map 1920, 1931, 1932. 1920, 1955 K33 Sunbeam Mine, Renton Sunbeam Mine map 1929, 1922 K34 Spring Brook Mines, Spring Brook-King Mine, Maps-1943, l 936, 1938. 1935, 1932 K35 Spring Brook Mine, Maps 1945, 1944, 1947, 1948 P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB K36 Spring Brook Mine-Maps 1943, 1946, 1942, 1940, 1945 K37 Spring Glen Mine-Maps 1942, 1940, 1943, 1947 Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164tl, ST Materials Testing File#: 16-0008 Construction Inspections K3 I Renton Mine-Seattle Electric Co Renton Coal Mine map-1919 Due to the previously described limitations for the mapping of the Coal Mines-such as vague or no longer existing reference points, It was determined that when possible the use of any information that could be extrapolated from the older map and incorporated into the current project site location would be used. It was determined that the most reliable method to reference the current project site with the locations of the past was to use the Quarter-Section-Township-Range. All of the above referenced maps were reviewed. In most occasions the maps were listed to be in the south Yi or southwestern 1/4. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@grnail.com JECB REQUIREMENTS Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164'" ST Materials Testing File #: 16-0008 Construction Inspections CITY OF RENTON MUNICIPAL CODE (RMC) REQUIREMENTS: Coal Mine Hazards (RMC) Definitions: i. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. ii. Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred feet (200') for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. iii. High Coal Mine Hazard (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred feet (200') in depth for steeply dipping seams, or shallower than fifteen ( 15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. Coal Mine Hazards (RMC) Requirements (a) Medium Hazard -Report Required: Reports consistent with chapter 4-8 RMC, Pert11its -General and Appeals, shall be prepared for development proposed within medium coal mine hazard areas and for development proposed within two hundred feet (200') of a medium coal mine hazard area. (b) High Hazard -Report Required: Reports consistent with chapter 4-8 RMC, Permits -General and Appeals, shall be prepared for development proposed within high coal mine hazard areas and for development proposed within five hundred feet (500') of a high coal mine hazard area. KING COUNIY-MUNICIPAL CODE (KCMC)-CRITICAL AREAS-COAL MINE HAZARD AREAS The hazards that are present from past mining activities are several (including dangers of open underground workings and discharges of acid-rich mine waters) but the King County Zoning Code only addresses one category, which is the nature of the foundation materials beneath the proposed structures and the likelihood of the collapse of underground workings. If there are no underground workings, the only ·'hazard" is the potential presence of uncontrolled fill (Mine Waste) that might not provide suitable foundation support. If underground workings are present, then geologic and engineering studies are sometimes required to both quantify the nature of the hazard (basically, the potential for surface subsidence) and to recommend measures to deal with the hazard. The potential for catastrophic mine collapse can make a lot unbuildable. Because accurate mine maps are not always available, some mining sites are isolated with a recommended "buffer" that separates the area of potential collapse from any future development. The first step when reviewing for potential coal mine hazards is to examine the nature of the mining at the site and classify the hazard level. This is typically done through a critical area report prepared by a consulting geologist or geotechnical engineer. The type of developments that are allowed depends upon the classification of the hazard. P.O. Box 832, Auburn, WA9807l Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB (KCMC) Classifications- Geotechnical Engineering Date: 2-25-16 REV 6 / 6 (I 6 Special Inspections Project: 10936 SE 164th Sf Materials Testing File#: 16-0008 Construction Inspections For the purpose of regulation, coal mine hazards are classified into three types of hazard: I. ·'Declassified" coal mine hazard areas are those areas where the risk of catastrophic collapse is not significant and that the hazard assessment report has determined do not require any special engineering or hazard mitigation. These areas typically include sites not underlain by underground workings and sites underlain by underground workings that are in excess of 300 feet below the surface. 2. "Moderate" coal mine hazard areas are those areas that pose a significant risk of property damage because of coal mine subsidence, but that can be mitigated through the special engineering or architectural recommendations. These areas often include areas underlain or directly affected by abandoned underground workings that are less than 300 feet deep or with overburden cover-to-seam thickness ratios ofless than 10 to I, depending on the inclination of the seam. 3. "Significant" coal mine hazard areas include those sites that pose a significant risk of catastrophic surface collapse, such as unmitigated openings (portals, adits, mine shafts, sinkholes, improperly filled mine openings) and other areas of past or probable surface collapse, including shallow subsurface workings extending to a depth of!OO feet. (KCMC) Development Standards Within declassified coal mine hazard areas, all alterations are allowed ·without mitigation because it has been determined that there is no effective hazard. Within moderate and severe hazard areas, the code requires that: I. Within moderate coal mine hazard areas, the risk of structural damage be minimized (through effective mitigation); and 2. Within severe coal mine hazard areas, the risk of personal injury be minimized or eliminated (again through mitigation) (KCMC) Allowed Alterations All alterations are allowed in declassified hazard areas. Within moderate coal mine hazard areas and coal mine byproduct stockpiles (areas of uncontrolled fill), all alterations are allowed provided the risk of structural damage is minimized. Within severe hazard areas, the following alterations are allowed: 1. All grading, filling, stockpile removal and reclamation activities in accordance with a hazard assessment report for the purposes of mitigating threats to human health, public safety, environmental restoration, and property protection, if accompanied by plans and as-built drawings prepared by a professional engineer and submitted to the department for review; 2. Private road construction when significant risk of personal injury is eliminated or minimized; 3. Building of less than 4000 square feet of floor space that contains no living quarters or places of employment or public assembly when significant risk of personal injury is eliminated or minimized; and 4. Additional land activities if consistent with recommendations within any mitigation plan required by a hazard assessment report. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB SUMMARY Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections It is determined that the project site lies outside of any Coal Mine Hazard Areas by at least 150 feet as they have been mapped by either, King County, City of Renton, or Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-for Section 29-Township 23N-Range 5E. King County (KCMC) Critical Areas-Coal Mine Hazard recognizes the site as (KCMC) ·'Declassified" coal mine hazard areas are those areas where the risk of catastrophic collapse is not significant and that the hazard assessment report has determined do not require any special engineering or hazard mitigation. These areas typically include sites not underlain by underground workings and sites underlain by underground workings that are in excess of300 feet below the surface. City of Renton (RMC) recognizes the project site as a Medium Hazard (RMC). This requires a report to provide recommendations for the site. IMPACT ANALYSIS It is our opinion, the site is not at risk as a Coal Mine Hazard due to its location outside of the Coal Mine Hazard A.reas as mapped by King County, City of Renton, or researched in the Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-for Section 29-Township 23N-Range 5E. The closest potential Coal Mine Hazard lies at least 150 feet North of the subject property-most likely in the electrical utility easement corridor. LlMITATIONS We have prepared this report for use by Khalid Husain and members of his design and construction team, for construction of the Lally Short Plat Project. The data used in preparing this report and this report should be provided to prospective subcontractors for compliance purposes only. Our report, conclusions, and interpretations are based on data collected from research, site inspections, and information provided by the 0\l.i11er"s Representative. Should changes occur that do not correspond to conditions described herein we should be notified so as to address those changes or conditi(ms. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques~ sequences, or procedures, except as specifically described in our report. SUMMARY The site is currently stable enough to support the proposed construction of a new single family residence. There are numerous houses in the cunent area (to the north-near the mapped hazard area) that do not show signs of subsistence or structural damage possibly caused by the potential mass ground movement associated with Mine Hazard Areas. It is our belief through our research that the project site is located outside of the possible Mine Hazard Area and is suitable for the proposed construction. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB APPENDIX I VICINITY MAP Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: J 0936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections SCS MAP AND DESCRIPTIONS P.O. Box 832, Auburn, WA 9807 l Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB -· ·,··: '(', ·?'!·~- • Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections ,10936 SE lf>.lth SI -','I·.' P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Appendix II SITE PLAN Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com SITE RM --rr-- JECB .. -- Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164tl, ST Materials Testing File#: 16-0008 Construction Inspections P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB APPENDIX III Geotechnical Engineering Date: 2-25-16 RIV 6/6/"16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections WASHINGTON STATE COAL MINE MAPS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' 5T Materials Testing File#: 16-0008 Construction Inspections Washington State Coal Mine Map Collection-Division of Geology and Earth Resources-Washington Geologic Survey Project Area-NE% of Section 29-Township 23N -Range SE Kl Northwestern Improvement Co.'s Coal and Land Holdings, King County 1928 Map -Shows Mining in Section 20 and slightly in North Y, of NE ls Section 29 ofT23N-R5E PK2 Pacific Coast Coal Co Property, King and Pierce County 1916 Map-Not Legible PKl Northwestern Improvement Co. Coal Mines, Coal Mine map 1932 -Does not provide clear locations K32 Patton Mine, Renton Mine, map 1920, 1931, 1932. 1920, 1955 -Shows Mining in Section 17 and 20 of T23N- RSE K33 Sunbeam Mine, Renton Sunbeam Mine map 1929, 1922 -Shows Mining Activity in NE 1/4 of Section 30 and NW ls of Section 29 of T23N-R5E K34 Spring Brook Mines, Spring Brook-King Mine, Maps-1943, 1936, 1938, 1935, 1932 -Shows Mining Activity in SW ls of SW ls of Section 29 of T23N-RSE K35 Spring Brook Mine, Maps 1945, 1944, 1947, 1948 -Shows Mining Activity in SW Y. of Section 29 of T23N-R5E K36 Spring Brook Mine-Maps 1943, 1946, 1942, 1940, 1945 -Shows Mining Activity in SW Y. of Section 29 of T23N-R5E K37 Spring Glen Mine-Maps 1942, 1940, 1943, 1947 -Shows Mining Activity in SEY. of Section 29 of T23N-R5E K31 Renton Mine-Seattle Electric Co Renton Coal Mine map-1919 -Not in the project area P.O. Box 832. Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164tl, ST Materials Testing File#: 16-0008 Construction Inspections MAP K32-E PA TION MINE -RENTON MINE ------=---' r ,., L. ~,. ,-i >---,, t.. ,,...------ , \ ---- OF T~-i_{__- . , ' :\ /, j r ! ,/ •• j ~" :.:;~ --: "',-,· ·e,, r s~=' /7 i: 2a. ;,::, 23!'/. -·-=.~,---=·--.'. --------------~~~ r ~cc,€ I, r-= h :: /UO :~-,,~ - ' P.O. Box 832, Auburn, WA 98071 _, Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections MAP Kl-A NORTHWESTERN IMPROVEMENT CO.'S COAL AND LAND HOLDINGS 19 .. 30 ----- . . .,., ' ! ' \ -" . '· ~\ "\, ' ' ' ' J .. -:.:.. .: ' . -" . ~ , •, \ _I' .. ' --- ~·.. / ·\ _, '. ~----"----·~-. \ " ' . " ,,~---' I ' ~ . . . \ '\~~ . . "' ,_· ·, .. :· ' c. "~-, . Y11 4 ·~_.f '1 . '· . ...... ..... • .. . --~--., ' a ' • ·• < ~~ ... , ' ·-' . ., -' 29 •, 2 8', ·--~ "\" I ' I .... \ ~ ; ............. ' .. ... ..... P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File #: 16-0008 Construction Inspections MAP PKI-A Northwestern Improvement Co. Coal Mines • ' IZ 13 t4 15 I (o I~ .. ·.~ ···-.... ,L ,,,....., -, I...._ ..J. ,-· ~ r , .... -.._. I..._. C' ~ I \_. D --• '-' .~._:. '-· c·..::-1., '-..·0 Cc,, L,O --.. . ..--, L,~-:...\_,"' 't,,~,- ; ·1 . ' ._ ~1.')"\:..""'\.:'. L....C,1, ~·C" r.-~-iJ.'e Cr :li ~-C Eaq/(:, Coul (;..., -~- ·• .. ' -- P.O. Box 832. Auburn. WA 98071 L.1 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB MAP K33-B SUNBEAM MINE Geotechnical Engineering Date: 2-25-16 RFV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File #: 16-0008 Construction Inspections -. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB MAP K34-E SPRING BROOK -. .. . J • • p Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164" ST Materials Testing File#: 16-0008 Construction Inspections ,1{ u' -.N~•"'I .'Jriy i~~ ~i<_?~ ---- 1 -,-I'... --· -.--.. ----- /Y!un Sh~wiac, $vr;-'e V c,,..,:,. , ..., ' /1/ew 5,.,oril'!.51 llroo/( S /op~ ;,,, /?,lori<>,., /-o ;Vort'h Bovnd,v-y <>/ L "" Ho 5 .f//,:,M red,,, s:11" 4, O,t .5:N ~ "'·" 5.,.,, 29-7'",v_,o2.:IN-/i',,,.,~ .5 Ea.!fr • ff~ N.,.,,,. ;,' .. ,.,.,;.,,.,, "''?9 Cov,.,ry, 11/aJ'/1m.51,'o.?, 5c,71e /"=/00' Ap,., l?-/'136 P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB MAP K34-I SPRING BROOK ------------ e,---------~ - Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File #: 16-0008 Construction Inspections --flit, :'.:r ----- Map 1 . C~PY 1 !ifv';J Shul'Y/179 Workings I!? 511.,a/l Mines 1n //;,::·, "· /y o/ ~;9r1;-;j7 8roo.f ,.S,lvale-d 1n ,5t~·\::'s (!''1 L'1 .. ,)d 30 boll-; // ~r;.-Vf/·· ~J /V l?.:2..:/gC .5 ;·e,;;sf_ l./~o/ .RE-.,..1/-:~).,,,, k:11,--.; (~Jt1·.·/-~1. /t-~1.S.i,. ,.. :_1..L(,..:-_,, .. j _),._.· P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jccboffice@gmail.com \ JECB MAP K35-D SPRING BROOK ·, .t...!:'----. ' //:, :,.--l-:'.11'~-~,;.; !/ i'•,;,,""r':',/,'J'!' .-,, ........ ~\',,•'•\,.... ',;.· l .Jo:•\ ?, ·--,;''? '\"~'"'"""A,,;, ,11,7 \•;,."' ,'/, ,,,' ;..-.•r .S .~;,. •. n l,,' '•1'. \f ,~m·t1·1,1. r)},-~/\•1;.'·,,.;' RCNTON MINING CO., INC. ____ , Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections ,,.-.... • P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB MAP K36-C SPRING BROOK Located in SW Comer of Plan Plan Detail Geotechnical Engineering Date: 2-25-16 REV 6/6(16 Special Inspections Project: 10936 SE 164th ST Materials Testing File #: 16-0008 Construction Inspections PIINE PIAP .S,IIMG BIDDK CDALMINt RENTON, WASH. [•:•~•.~ ... a " .. ,·~ S«. 2.i,T13NcR5E.Vn. 5'·~2· J,-...1' t<>•~T:- r., , ,_· ~ ·. '. •• , 1!. J" .. ~. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB ~AP K37-E SPRING GLEN MINE Located in the Bottom SE Corner SPRING CLEN MINE fl EN TON K,,., (.,.,,,r.,, Wci,1.l::,nJf#l"t S•c !f 7.23N.RSE WM . ... _ ,-.,~-,, ;.,.. , .. ''"'"' ,-,.,,,1 c .... ,.~-· .}fli'*' /~,. -f#~ ~ ... ~-·,' ,.., . •.1~ ---• t . ',. Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164tl, ST Materials Testing File #: 16-0008 Construction Inspections P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB APPENDIX IV KING COUNTY HAZARD MAPS Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections CRITICAL AREAS MINE P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB -,- ' -r..;.' Environmentally Sensitive Areas Erosion hazard (1990 SAO) Seismic hazard (1990 SAO) D Landslide hazard { 1990 SAO) D Coal mine hazard ( 1990 SAO) --4. Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE J64tl, ST Materials Testing File#: 16-0008 Construction Inspections \.I; ;, :> c.. ,-;! .. ,, ~ .c -...., -.... v, -~· -,-; -, .... ,,-; .... ,- " -----r~--d St ·~~~ r) ,in --"" .... -~ UJ .,, P,O, Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmaitcom ' j JECB APPENDIXV CITY OF RENTON MAPS Geotechnical Engineering Date: 2-25-16 RFV 6/6/ 16 Special Inspections Project: 10936 SE 164th ST Materials Testing File#: 16-0008 Construction Inspections COAL MINE HAZARD P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com ~ - JECB .~~.~ ..... ~ . --, -· Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections , -.,·.' -· --·_-"'ic ,' 0, ••• L --'J ----------------' ~ J) ·-"' ~ ~\·· B 168tl, ,St ::::; \ ' ---~---~·--' _,..,--~-- ·:-----__ -----"";--. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB APPENDIX VI Geotechnical Engineering Date: 2-25-16 REV 6/6(16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections KING COUNTY DEPARTMENT OF ASSESSMENTS INFORMATION P.O. Box 832, Auburn. WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com F,;;··[.•-1 N1:1T<:- Sik AdUr._·~:.. Leoal Oi:!scnpt1on ':fF Fl ,1~ Hloc i:- P'bt Le:: • Hi;.i·l.'~-1 3. 3t!-:-l Uo;~ /',~- Ir-,;:-: 'f:•v.:-·r.! L::nr. sqrt A,~-r::-: •~111 ll'" .: I Cl•t"tlj:! l C· •:.;J;.-C,3dl'~ Sc;1t:I~· s~.}'li1·l! Pug!!'! S1:-und L.:..kc Wi:l!.hi,gt::r- l ;:~,;,:, .S.,1.::nm.:"Tl1;,h L;:.1-:c-' Riv.:.r ·Crer.•: JECB . /. .. ·.·:. --' 1- ,, ..;. __ ,, Dn~1 gnatron5 H,"I""'--St .. Nl,r E-ldq S i'.l:."C°' ,>\dj.1l'"!..'r"1l ~u G•.:ilf Ft•·r•,,<J';- /'.dj :,~-,_,1-,t •_,:, Gre~:'lt.E.•11: C-1h~1 Je~.qnl!!.ii:on Ot!,::·d Rc~~rictio·1 ~ Dc·.·r,lo~rn r:-r~ R ~tit:; P ,,rr:~1::1,:.~d ~ ;i.'-r.n•-r: "\I:", N:1:1,•r: Ci···~,,,..-1-. !..>r,:i~r;;t.r11 E,,,.,c•,··t.."•l Geotechnical Engineering Special Inspections Materials Testing Construction Inspections Date: 2-25-16 RFV 6/6/16 Project: 10936 SE 164th ST File#: 16-0008 .. 1. 11:.d,c·.1~, r \'bt Db:.+.,· DuilJ inq ~t,n;__:,cr .:::,1;.,l _0-~: L•11l :".lL1rnbcr ,:;,i;;i:,c r .. S,r:,=tion•Ta't'.T.:;·1· p• ~.:'''!JI;' Jr1l·J .1·-ltl ;1tJlt' ""'.1rl;1r'.g '•V,:.t,_-··lr,-ii l ,,.-.,ric,·1 _.·.: ! C-:.•pl .. ;cc ... i.:~•Jr 'W.ih!--fr~· I [Lm~. ',.'lfate-~fr-::i·t R!!=.:1rictc:t Ac::c~:; 'Al.111:':'"fr-c:·! J...:::.:_e~~ fught!: lc>v,·,pr,,.(.,f 1 T ·.,ff,<.: Nv,,·;-,., 1 ·.,n:cPt•.-tati,:-,:--c.·Dn,::1.rr.:-rc·.i •:::>ln..:r I-' ·.-,1:,k:r,:, :: 1 :, -r:._i._ · - r: ·11-. -l I•. E n,.,.i,-onm{tnt.al :.1 i·+·ir,;: ;• 111,::<r.t::il I-., ·.·1 '•-·r"-t'• r•nr .ti 1.,, nn1~.,~1 r· ,. :l,'.-1 r.r.~1t c-.r·, l-'-r,r-cf'11:,1,;1,· ·•P'--' S::i.::rcc ,,:ud,. /\f':.:c!r-:; , llr · · I , ,. · 1' '. P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB APPENDIX VII Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE J 64tl, ST Materials Testing File#: 16-0008 Construction Inspections CI'l'Y OF RENTON TYPICAL COAL SEAM STRATIGRAPHY P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB ·--r-----· •. _)·:_.-,,, . .;; ~"iF-iQI~ -"· ,. ·' . ' -,e' .. J~ ........ , .,.1. l"l' c_~::_~.-~..,r'~ .;·,....,.7/e ,T;F>;7·',:,• ... :::, ·.,,-; .. ' ~"T,-_·•.1.·r, •-~-.-~.::, -·~ ;..· •. ,. ". ,,.=-::_~ '.-:,.• ' ./ ~..-;.~ ' ----t'•J·· £,,.~~·/ Geotechnical Engineering Special Inspections Materials Testing Construction Inspections re,.,~:.~-::, ·._.7t1,;.7/ ~~~arx-,·.Jli'_; ~. --------- IS~:,~~'."" / --~--.--. -_ .. ,,.,...-: -- ,, '", .. ,,,....,. •'tJ; t ~".''.f.....-.- 1 '4 ,;. .. ! ': ' 1---· • P.O. Box 832, Auburn, WA 98071 Date: 2-25-16 REV 6/6/16 Project: 10936 SE 164•, ST File #: 16-0008 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164"' ST Materials Testing File#: 16-0008 Construction Inspections Overlap of bottom 3 formations (dupli_cated) 4,>-f n.·.• -~'\-' r,-_'J"/ ... ',I'.····"=. L..:-2.~ ....... ~ ..:;-/;, ;. .,r.·:) ,, i:...::.."',-e > , , .-;,v; .. ;..rr ,.\; .• , ·'fk t-,-·l:;.· ··· /.:~~· ':..,,,..,,,_._;·:-~:,· .-.: ,-.--~, _.._-; -+~~'i?.~ ,:~Y.-, ... "1::"C° _.,.. .I.J'o. ,.._ ..:.~:..: ,_· . ...:,rfJ',.-:i-..._· ._._.,,.,-;·.C./t;_;:1 · .~-;:..-1}.>'r,:; :,..-'r:,,·.r t-' ).+:;:::.';: -:~;:;,:: ... . .-1 --'-·-- •_ ......... ~ .. i:~.;'.h') / .:___:!~ ' ' . ' i I I ··-; . ••' !--- --+- i l C-,·-.._,.· .-· s.:;;-,n.:'"': __ .,..,:;,:-·;-,· ._:: •. -•• ?,'11,.-... ) . "; ..:..,' .-t' ,,;,;·· _____ J P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com • JECB APPENDIX VIII Geotechnical Engineering Date: 2-25-16 REV 6/6(16 Special Inspections Project: 10936 SE 164th ST Materials Testing File #: 16--0008 Construction Inspections TOWNSHIP AND RANGE PLSS MAPS P.O. Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboffice@gmail.com JECB Geotechnical Engineering Special Inspections Materials Testing Construction Inspections SECTION 29-TOWNSHIP 23N-RANGE SE P.O. Box 832, Auburn. WA 98071 Date: 2-25-16 REV 6/6/16 Project: 10936 SE 164" ST File#: 16-0008 Phone#: (206) 786-8645 Email: jecboffice@gmail.com ' . JECB Geotechnical Engineering Date: 2-25-16 REV 6/6/16 Special Inspections Project: 10936 SE 164th sr Materials Testing File#: 16-0008 Construction Inspections NORTH HALF SECTION 29-TOWNSHIP 23N-RANGE SE P,0, Box 832, Auburn, WA 98071 Phone#: (206) 786-8645 Email: jecboflice@gmaiLcom A'P CONSULTING ENGINEERS PLLC CIVIL ENGINEERING TECHNICAL INFORMATION REPORT MAY19TH, 2016; REV: 9/23/16 APCE PROJECT #2015046 PREPARED FOR: LALL Y'S SHORT PLAT PARCEL #0088000890 10936 SE 164TH STREET RENTON, WA 98055 AT THE REQUEST OF: SOUND BUILDING & CONSTRUCTION 268591229TH A VENUE SE KENT, WA 98030 Ci TY OF ReNTo,. RECEIVED SEP 2 8 2016 DEVELOP,licNT SERVICff I hereby state that these Drainage Calculations have been prepared by me or under my supervision and meet the standard of care and expertise which is usual and customary in the community for professional engineers. I understand that King County does not and will not assume liability or the sufficiency, suitability, or performance of drainage facilities prepared by me. AEPaul@APConsultingEngineers.com (253) 347-0887 PO Box 162, Auburn, WA 98071 TABLE OF CONTENTS PAGE 1.0 PROJECT OVERVIEW 1 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2 3.0 OFF-SITE ANALYSIS 3 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 3 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 4 6.0 SPECIAL REPORTS AND STUDIES 4 7.0 OTHER PERMITS 4 8.0 ESC ANALYSIS AND DESIGN 4 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 4 10.0 OPERATIONS AND MAINTENANCE MANUAL 4 TABLE OF APPENDICES SOIL INFORMATION DRAINAGE PLAN EROSION AND SEDIMENT CONTROL PLAN OPERATIONS AND MAINTENANCE MANUAL DRAINAGE CALCULATIONS APPENDIX A B C D E LALL Y'S SHORT PLAT TECHNICAL INFORMATION REPORT 1.0 PROTECT OVERVIEW This report accompanies the drainage review plan prepared for the Lally' s Short Plat, Single Family Residence project on parcel 0088000890 at 19036 SE 1641h Street, Renton WA, 98055. The site location is shown in Figure 1, below. Project Site SL i:,<\f 51 '.\E lb~tbSt FIGURE 1 -Vicinity Map The existing 0.196-acre site is partially developed. After construction is completed for this permit, the site will include a new residence, paved walkway, and paved driveway. The neighboring parcels contain single-family residences. Historic land cover characteristics are provided below in Table 1. llPage TABLE 1 -PREDEVELOPED AREAS Area Total Description (ft2) /ft2) Impervious --------- Existing Pervious Ve11:etation 9,107 9,107 Total 9,107 The developed site will consist of a new single family residence with an estimated roof area of 2,356 square feet, an 1,885 square foot driveway, 430 square foot sidewalk with ramps, and 378 square feet of newly expanded road, curb, and gutter. The developed areas are tallied below in Table 2. The developed sub-basin map is included in Appendix B. The soils present on the project site are identified in the King County Soil Survey as Alderwood gravelly sandy loam (AgC; till). Storm water runoff from the roof and driveway areas will be conveyed to the existing stormwater system in SE 1641h Street. TABLE 2 -DEVELOPED AREAS Description Area Total (ft2) (ft2) Onsite Roofed Area 2,356 3,891 Impervious Drivewav 1,535 Onsite Pervious Landscaoin2: 3,316 3,316 Offsite Newly Expanded Road, Curb, & Gutter 378 Sidewalk 430 1,158 Impervious Drivewav 350 Offsite Pervious Landscaoin2: 742 742 9,107 2.0 CONDITIONS AND REQUIREMENTS SUMMARY The pre-developed project site is assumed to have consisted of 9,107 square feet of forest. The developed site will require the demolition of 51 square feet of existing impervious surface, and addition of 4,998 square feet of new impervious surface including the rooftop area, driveway, sidewalk, and frontage improvement. Since this is less than 5,000 square feet of new impervious surface, the project will qualify for small project drainage review. 21Page APPLY FLOW CONTROL BMPS TO DEVELOPED SURF ACES AS DIRECTED IN C.1.3 OF THE KCSWDM Section C.1.3.1 of the KCSWDM applies to projects on lots smaller than 22,000 square feet and thus the following requirements of this section apply: Mitigation of Impervious Surface: As full dispersion and full infiltration is not feasible, mitigation of storm water falling on all new impervious surface will be handled by basic dispersion through the use of splash block(s) and by conveyance to the existing stormwater system. Mitigation of New Pervious Surface: Mitigation will not be required because the project will create less than 35,000 square feet of new pervious surface. Mitigation of Water Quality Impacts: Mitigation will not be required because the project will create less than 5,000 square feet of new pollution-generating impervious surface. Apply erosion and sediment control (ESC) measures to disturbed areas during construction as directed in Section C.1.4 of the KCSWDM This will be applied as required by the manual. 3.0 OFF-SffE ANALYSIS This project qualifies for small drainage review and thus does not require any offsite analysis. 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Flow Control All stormwater runoff from the roof will be dispersed by use of splash block(s). Runoff from the driveway will be conveyed to the existing stormwater system. The use of splash block(s) will be implemented for the roof of new residence. 3IPage Water Quality This project is exempt from providing water quality treatment because it will create less than 5,000 square feet of new pollution-generating impervious surface. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN Conveyance pipes for the roof will consist of a typical gutter system and/ or 6-inch PVC pipe at a minimum slope of 1 % that will adequately convey all of the runoff from the roof to the surface of the driveway. A new catch basin will be installed on the west side of the entrance of the driveway. 6.0 SPECIAL REPORTS AND STUDIES No additional special reports or studies are required for this proposed project. 7.0 OTHER PERMITS A building permit for the proposed home will be required for this project. 8.0 ESC ANALYSIS AND DESIGN Erosion and sediment control requirements will include the delineation of clearing limits via flagging, proper cover measures for the protection of disturbed areas, perimeter protection with silt fencing on an as-needed basis, and a stabilized construction entrance per City of Renton standards. The Erosion and Sediment Control Plan has been included as part of the construction plans and is included in Appendix C. 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT A bond quantities worksheet is attached in Appendix E. 10.0 OPERATIONS AND MAINTENANCE MANUAL The operations and maintenance details for the private facilities are provided in the Operations and Maintenance Manual found in Appendix D. 41Page APPENDIX A: SOIL INFORMATION 47" 2725"N 47" Tf23"N Soil Map-King County Area, Washington 560765 560m 56078, 560789 """' Map Scale: 1:338ifpri1ted onApotrait (&5" :,i: 11") sheet N A ---~==~------======'-0 15 ):) 60 90 Map projedi:ln: Web Mercator G:me-coordinates: WGS84 Edge tics: LJTM Zone ill"l WGS84 USDA Natural Resources Web Soil Survey National Cooperative Soil Survey liililli Conservation Service 560805 560813 4/712016 Page 1 of 3 4'7" 2725"N 4'7" 2723"N Soil Map-King County Area, Washington Map Unit Legend Map Unit Symbol AgC Totals for Area of Interest Natural Resources Conservation Service King County Area, Washington (WA633) Map Unit Name AcreslnAOI Alderwood gravelly sandy loam, 8 to 15 percent slopes Web Soil Survey National Cooperative Soil Survey Percent of AOI 0.4 0.4 100.0% 100.0% 4/7/2016 Page 3 of3 APPENDIXB: DRAINAGE PLAN 1!!11 1!!!!1!11 111111!11111 ' I !i'I. ! li!P!l!!iP!ll!i:i'1IPI I II p 111111 I iii 11 1\q'I' 1!;•1 ;1!1 il ii J ;! ~ .••• ·B,l• •illtli .•• 0)IDDlffll!!!l!l, I 11111 'a O; • B •Io~< i El •l!e 0 IO QO : I DD m D ! !I u I I ' ' / SITE PLAN / / / "'"'""""'""l0C ------ im11111 1§ !"II 1111, ,1 "' '1!j'0i ! !jj •'i = lt,i'i 1i " ., ·1 i' , I si ' l'!•'i is 111 ' 111 a1 < 1,,,11 ' 1:111:l = z '~n,~;;~ ::i ,Si~ !r·''l!I ll -i!: ,. !,! 1!1!h 11 ' I I !.d! ! / / ~/ / l l Jr' ! ' / / / / ~/ ' .... ;,ii' j •';: .. - '·,, / :/ ,r ·, l i ! ! .St ! i ---~--) 1_1 ~-/ -~-. / " / ' -{ ,,. . ', \ / A 'P CONSULTING LALLY'S SHORT PLAT ENGINEERS,,,,, CIVIL EN<llNEEf'INO HlQJ6SE111o1thSTREET RENTON.WA ""'""'""'""¢•'' l"'l~'"'"'' "'°"'""·'""'"' I 1 I I 1 I I 1 I i 1· I ' I ,I, I ~n I 1k /, Ii I \ I I r I j I J I I 1-- 1 I J I _..,_ I ,-. i I ! /r= I ;11! ! ~ii .. I --bl==-, h I I 1 I ' 1 I I 1 I I 1 I I 1 I +, ' ' ' ' ' ' ' . t' l l i .,os t I m i·~ ., I d ' I •I i i= I 2 i I '1 I I• -, I I I I I I 1 i I I I I I I I i I I i I I I I I I I I I e i ' Ii GRAD I NG, DRAINAGE, & UTILITIES PLAN ' j l l ---- Tl#008800-0895 ..----1-='6'9L C'l X C) m C r 0 z 0 N01"43'14''E 14 r~al 0 z C) ;\ 1 n iillil ii ! " i! I ' II ! ' -" ~ " ! f - ~ " !l ,,,11 I >l Jl: !, "' f ii: I gJ "' l! ~ 111 ii ! g f;; "' " ' ! !! !! I LALLY'S SHORT PLAT A p CONSULTING fw~~i~~~~PLLC 1D9:l6 SE 164111 S-1 RE~TOO,WA ... __ ;,,,1,.,_...., ..,.,,..,....,..,.,_ • • l:i--.---,-----,----~-~-~-~-~ ' Q-1,1 ~~ ,1! Iii! 'is: _, Ip = -n e: J.! = ij~' _, ,.. 51! = m ,u a: ,,.a ~ p! "' .. ~iii S! I'! m ill a: m Ji = _, ' "' I I/ , II 11 ' I I I, ' ' FRONTAGE IMPROVEMENT PLAN I i I I I I I I I I I I I I I I i / / / / / / , , / / / / / / / / / ' 0 -, N / / / A p CONSULTING LALLY'S SHORT PLAT fi~~!~~~~S 10ll36SE184THSTREH RENTON.WA ,.., __ ..,_ <"lt~,_ "'"°'"~·-"''°'' APPENDIXC: EROSION AND SEDIMENT CONTROL ~ ~~ ! ~ i I ~~=lt I TESC PLAN n.,oo.seoo-oaw N01"0'14"E 48t94' / t10nJ'14"E 2J3.50' T / / / / / / / n ----------...,__,---~/ .,--------------- NOnJ'l4"E 397.54' Tl/008800-0693 / / / / / / / / / / / / / / / / / / / A p CONSULTING APPENDIX 0: OPERATIONS AND MAINTENANCE MANUAL LALLY' S SHORT PLAT SINGLE FAMILY RESIDENCE STORM DRAINAGE FACILITIES OPERATION AND MAINTENANCE MANUAL This Operation and Maintenance Manual is for the stormwater features serving the single family residence located on parcel number 0088000890. The purpose of the storm water facilities is to provide management of stormwater runoff generated by the home and driveway areas on this property. The storm drainage facilities include splash blocks from the roof downspouts and a closed conveyance system from the driveway. Runoff will convey down the driveway into the existing stormwater system. Sediment and trash should be prevented from entering the conveyance system to keep it from clogging. The following pages identify and describe the maintenance tasks associated with the storm drainage facilities. This Operation and Maintenance Manual shall be kept on the premises of the home on parcel number 0088000890 and must be made available for inspection by the City of Renton. The operation and maintenance of the storm drainage facilities will be the responsibility of the home owner. Long-term maintenance shall be performed as described hereinafter. All conveyance systems shall be inspected for sediment and blockages on an annual basis or after large storm events. Catch basin sumps shall be removed of sediment and debris on an annual basis or if a blockage occurs. The main contributors of sediment to the storm system are total suspended solids (TSS) and detritus from trees. The debris collected shall be placed in the trash, not the roadway catch basins. Long-term maintenance of the storm drainage system shall be completed in accordance with the following checklists. Instructions for Use of Maintenance Checklists The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April. 2. Once in late summer (preferably in September). 3. After any major storm (use 1-inch in 24-hours as a guideline), for items marked "S" only. Using photocopies of the checklist pages, check off the problems that you looked for each time you conducted an inspection. Add comments on problems found and remedy actions taken. Keep these "checked" sheets in your records. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 5 -CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Perfonned Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the invert of the sediment. lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lov,.,est pipe into or out of the catch basin. Trash and debris Trash or debris of more than % cubic foot which No Trash or debris blocking or is located immediately in front of the catch basin potentially blocking entrance to opening or is blocking capacity of the catch basin catch basin. by more than 10%. Trash or debris in the catch basin that exceeds No trash or debris in the catch basin. 1'3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Damage to frame Corner of frame extends more than % inch past Frame is even 1Mth curb. and/or top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks. cracks 'Nider than Y. inch. Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than 7'-4 inch of the frame from the top slab. Cracks in walls or Cracks wider than X inch and longer than 3 feet. Catch basin is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than Yz inch and longer than 1 foot No cracks more than 1 /4 inch 1Mde at at the joint of any inlet/outlet pipe or any evidence the joint of inlet/ouUet pipe. of soil particles entering catch basin through cracks. Settlement/ Catch basin has settled more than 1 inch or has Basin replaced or repaired to design misalignment rotated more than 2 inches out of alignment. standards. Damaged pipe joints Cracks wider than 1h-inch at the joint of the No cracks more than X-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of inleUoutlet pipes. the catch basin at the joint of the inlet/outlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. lnleUOuUet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatables). Damaged Cracks Vdder than %-inch at the joint of the No cracks more than X-inch wide at inteUoutlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inleUoutlet pipes. 2009 Surface Water Design Manual-Appendix A 1/9/2009 A-9 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 5 -CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Perfonned Metal Grates Unsafe grate opening Grate with opening wider than 7 /8 inch. Grate opening meets design (Catch Basins) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design Any open structure requires urgent standards. maintenance. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Cover/lid protects opening to Any open structure requires urgent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and Remove cover/lid after applying 80 lbs. of lift. reinstalled by one maintenance person. 1/9/2009 2009 Surface Water Design Manual -Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 6 -CONVEYANCE PIPES AND DITCHES Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment & debris Accumulated sediment or debris that exceeds Water flows freely through pipes. accumulation 20% of the diameter of the pipe. Vegetation/roots Vegetation/roots that reduce free movement of Water flows freely through pipes. water through pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective Protective coating is damaged; rust or corrosion Pipe repaired or replaced. coating or corrosion is weakening the structural integrity of any part of pipe. Damaged Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20% of the Ditch cleaned/flushed of all sediment accumulation design depth. and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation \Nhere County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BM Ps implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. through ditches. Erosion damage to Any erosion observed on a ditch slope. Slopes are not eroding. slopes Rock lining out of One layer or less of rock exists above native soil Replace rocks to design standards. place or missing (If area 5 square feet or more, any exposed native Applicable) soil. 2009 Surface Water Design Manual-Appendix A I/9/2009 A-11 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE, AND WQ FACILITIES NO. 8 -ENERGY DISSIPATERS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Perfonned. Site Trash and debris Trash and/or debris accumulation. Dissipater clear of trash and/or debris. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Rock Pad Missing or moved Only one layer of rock exists above native soil in Rock pad prevents erosion. Rock area five square feet or larger or any exposure of native soil. Dispersion Trench Pipe plugged wilh Accumulated sediment that exceeds 20% of the Pipe cleaned/flushed so that it sediment design depth. matches design. Not discharging water Visual evidence of water discharging at Water discharges from feature by properly concentrated points along trench (normal sheet flow. condition is a "sheet flow" of water along trench). Perforations plugged. Over 1/4 of perforations in pipe are plugged 'Mth Perforations freely discharge flow. debris or sediment. Water flows out top of Water flows out of distributor catch basin during No flow discharges from distributor "distributor'' catch any storm less than the design storm. catch basin. basin. Receiving area over-Water in receiving area is causing or has No danger of landslides. saturated potential of causing landslide problems. Gabions Damaged mesh Mesh of gabion broken, twisted or deformed so Mesh is intact, no rock missing. structure is weakened or rock may fall out. Corrosion Gabion mesh shows corrosion through more than All gabion mesh capable of X of its gage. containing rock and retaining designed form. Collapsed or Gabion basket shape deformed due to any All gabion baskets intact, structure deformed baskets cause. stands as designed. Missing rock Any rock missing that could cause gabion to No rock missing. loose structural integrity. Manhole/Chamber Worn or damaged Structure dissipating flow deteriorates to 1h or Structure is in no danger of failing. post, baffles or side of original size or any concentrated worn spot chamber exceeding one square foot which would make structure unsound. Damage to wall, Cracks wider than %-inch or any evidence of soil Manhole/chamber is sealed and frame, bottom, and/or entering the structure through cracks, or structurally sound. top slab maintenance inspection personnel determines that the structure is not structurally sound. Damaged pipe joints Cracks wider than %-inch at the joint of the No soil or water enters and no water inlet/outlet pipes or any evidence of soil entering discharges at the joint of inleVoutlet the structure at the joint of the inlet/outlet pipes. pipes. 2009 Surface Water Design Manual -Appendix A 1/912009 A-13 APPENDIXE: BOND QUANTITIES WORKSHEET Site Improvement Bond Quantity Worksheet S1 5 Web date: 04/03/2015 tQ King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 Project Name: Lally's Short Plat Location: 10936 SE 164th Street, RENTON, WA Clearing greater than or equal to 5,000 board feet of timber? ~~~~~~yes If yes, Forest Practice Permit Number: (RCW76.09) Page 1 of 9 Bond Quantities Worksheet.xlsx ____ no For alternate formats, call 206-296-6600. Date: 5/19/2016 Project No.: 2015046 Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 6/28/2016 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 . -'.,-' > ' . '" .. .'±'. ~ . '··. ·. :x .. ·· .. •F •·. . ,··:·Reference# EROSION/SEDIMENT CONTROL NLiinbe~ . Backfill & compaction-embankment ESC-1 Check dams, 4" minus rock ESC-2 SWDM 5.4.6_3 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) Ditching ESC-4 Excavation-bulk ESC-5 Fence, silt ESC-6 SWDM 5.4.3.1 Fence. Temporary (NGPE) ESC-7 Hydroseeding ESC-8 SWDM 5.4.2.4 Jute Mesh ESC-9 SWDM 5.4.2.2 Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 Mulch, bv machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 Piping, temporary, CPP, 6" ESC-12 Piping, temoorarv, CPP, 8" ESC-13 Pipina, temporary, CPP. 12" ESC-14 Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 Rip Rao, machine placed; slopes ESC-16 WSDOT 9-13.1 (2) Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 Rock Construction Entrance, 1OO'x15'x1' ESC-18 SWDM 5.4.4.1 Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 Seedina, by hand ESC-22 SWDM 5.4.2.4 Sodding, 1" deep, level ground ESC-23 SWDM 5.4.2.5 Sodding, 1" deep, slooed around ESC-24 SWDM 5.4.2.5 TESC Supervisor ESC-25 Water truck, dust control ESC-26 SWDM 5.4.7 WRITE-IN-ITEMS **** lsee nane 91 -. Page 2 of 9 Bond Quantities Worksheet.xlsx U111t . . . Qu~~~r: Ouriii'. -. Price• --;' .• . . . . $ 6.00 CY $ 80.00 Each $ 95.00 CY $ 9.00 CY $ 2.00 CY $ 1.50 LF 301 $ 1.50 LF $ 0.80 SY $ 3.50 SY $ 2.50 SY $ 2.00 SY $ 12.00 LF $ 14.00 LF $ 18.00 LF $ 4.00 SY $ 45.00 CY $ 1,800.00 Each 1 $ 3,200.00 Each $ 2,200.00 Each $ 19.00 LF $ 70.00 LF $ 1.00 SY $ 8.00 SY $ 10.00 SY $ 110.00 HR $ 140.00 HR . . ,- Each ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: l'.}J rr ;(#:<ff:r}/·· .· -_ ;_ nnllcaiioris.::-c, :,~·~~ .. \~\_ :;,~,~-~.--t~+- :."' it1toSt~;;~:it- 1 , •,, r·,~,-l-. -<. ,.;, : , . : c:\1:'.:, 1 452 1 1800 ... :-/.di~·_-•.. -.: : $ _:1,251.50 $ 675.45 i 2,926.95 A Unit prices updated: 312/2015 Version: 3/2/2015 Report Date: 6128/2016 .... . . GENERAL ITEMS No. Backfill & Comoaction-embankment GI -1 Backfill & Compaction-trench GI -2 Clear/Remove Brush, bv hand GI -3 Clearina/Grubbina/Tree Removal GI -4 Excavation -bulk GI -5 Excavation -Trench GI -6 Fencing, cedar, 6' high GI -7 Fencina, chain link, vinyl coated, 6' high GI -8 Fencina, chain link, gate, vinyl coated, 2 GI -9 Fencing, solit rail, 3' high GI -10 Fill & comoact -common barrow GI -11 Fill & comoact -gravel base GI -12 Fill & comoact -screened toosoil GI -13 Gabion, 12" deep, stone filled mesh GI -14 Gabion, 18" deeo, stone filled mesh GI -15 Gabion, 36" deep, stone filled mesh Gl-16 Gradina, fine, bv hand Gl-17 Gradina, fine, with arader Gl-18 Monuments, 3' Iona Gl-19 Sensitive Areas Si~m Gl-20 Sodding, 1" deep, sloped ground Gl-21 Surveving, line & grade Gl-22 Surveving, lot location/lines Gl-23 Traffic control crew ( 2 flaggers) GI-24 Trail, 4" chinned wood GI -25 Trail, 4" crushed cinder Gl-26 Trail, 4" too course Gl-27 Wall, retainina, concrete Gl-28 Wall, rockery Gl-29 Page 3 of9 *KCC 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx Site Improvement Bond Quantity Worksheet . ..•. •"''' ·•··· ... .. . . ... .· Existing Future Publlc Right-of-Way Right of Way & Drainage Facilities Unit Price Unit Quant. Cost Quant. Cost Quant. $ 6.00 CY 22 132.00 75 $ 9.00 CY $ 1.00 SY $10,000.00 Acre 0.209 $ 2.00 CY 105 $ 5.00 CY 22 110.00 $ 20.00 LF $ 20.00 LF $ 1,400.00 Each $ 15.00 LF $ 25.00 CY $ 27.00 CY $ 39.00 CY $ 65.00 SY $ 90.00 SY $ 150.00 SY $ 2.50 SY $ 2.00 SY $ 250.00 Each $ 7.00 Each $ 8.00 SY $ 850.00 Dav $ 1,800.00 Acre $ 120.00 HR $ 8.00 SY $ 9.00 SY $ 12.00 SY $ 55.00 SF $ 15.00 SF SUBTOTAL 242.00 Web date: 04/03/2015 ., ··-...•. , -·-, ...• "' Private Improvements Cost 450.00 2,090.00 210.00 2,750.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/28/2016 Site Improvement Bond Quantity Worksheet I Unit Price ROAD IMPROVEMENT No. AC Grindino, 4' wide machine< 1000sv RI -1 $ 30.00 AC Grindina, 4' wide machine 1 OOQ..2000 Rl-2 $ 16.00 AC Grindina, 4' wide machine > 2000sy Rl-3 $ 10.00 AC Removal/Disoosal RI -4 $ 35.00 Barricade, tune Ill (Permanent) RI -6 $ 56.00 Curb & Gutter, rolled RI -7 $ 17.00 Curb & Gutter, vertical Rl-8 $ 12.50 Curb and Gutter, demolition and disnosal RI-9 $ 18.00 Curb, extruded asphalt Rl-10 $ 5.50 Curb, extruded concrete RI -11 $ 7.00 Sawcut, asnhalt, 3" death RI -12 $ 1.85 Sawcut, concrete, ner 1" denth RI -13 $ 3.00 Sealant, asnhalt RI -14 $ 2.00 Shoulder, AC, , see AC road unit mice) Rl-15 $ - Shoulder, aravel, 4" thick Rl-16 $ 15.00 Sidewalk, 4" thick RI -17 $ 38.00 Sidewalk, 4" thick, demolition and disposa Rl-18 $ 32.00 Sidewalk, 5" thick RI -19 $ 41.00 Sidewalk, 5" thick, demolition and disposa RI -20 $ 40.00 Sign, handicao RI -21 $ 85.00 Strioing, per stall RI -22 $ 7.00 Stripina, thermoplastic, ( for crosswalk) Rl-23 $ 3.00 Striping, 4" reflectorized line RI-24 $ 0.50 Page4 of9 SUBTOTAL *KCC 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx Existing Future Public Right-of-way Right of Way & Drainaae Facilities Unit Quant. I Cost Quant. Cost Quant. SY SY SY SY LF LF LF 85 1,062.50 LF LF LF LF 145 268.25 LF LF 145 290.00 SY SY SY 47.4 1,801.20 SY SY SY Each Each SF LF 145 72.50 3,494.45 Web date: 04/03/2015 Private Improvements Cost Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/28/2016 I ROAD SURFACING No. Additional 2.5" Crushed Surfacing RS-1 HMA 1/2" Overtav, 1.5" RS-2 HMA 112" Overlav 2" RS-3 HMA Road, 2", 4'' rock, First 2500 SY RS-4 HMA Road, 2", 4" rock, Otv. over 2500 S RS-5 HMA Road, 3", 9 1/2" Rock, First 2500 S' RS-6 HMA Road, 3", 9 1/2" Rock, Qty Over 25C RS-7 Not Used RS-8 Not Used RS-9 HMA Road, 6" Depth, First 2500 SY RS -10 HMA Road. 6 11 Depth, Qty. Over 2500 SY RS -11 HMA 3/4" or 1", 4" Depth RS-12 Gravel Road, 4" rock, First 2500 SY RS-13 Gravel Road, 4" rock, Qty. over 2500 SY RS-14 PCC Road £Add Under Write-Ins w/Desir RS-15 Thickened Edge RS-17 Page5of9 *KCC 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Unit Price Unit Quant. Cost (4" Rock= 2.5 base & 1.5" to $ 3.60 SY $ 14.00 SY $ 18.00 SY $ 28.00 SY $ 21.00 SY $ 35.00 SY $ 42.00 SY $ 33.10 SY 22.33 739.12 $ 30.00 SY $ 20.00 SY $ 15.00 SY 50.25 753.75 $ 10.00 SY $ 8.60 LF 85 731.00 SUBTOTAL 2,223.87 Future Public Private Right of Way Improvements & Drainage Facilltles Quant. I Cost Quant. I Cost course) 9 1/2" Rock= 8" base & 1.5" to, course) 75.7 255.6 85 2,505.67 3,834.00 731.00 7,070.67 Unit prices updated: 03/02/2015 Version: 03/0212015 Report Date: 6/28/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements & Drainaae Faclllties I Unit Price Unit Quant. Cost Quant. I Cost Quant. I Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert orices, Average of 4' cover was assumed. Assume oerforated PVC is same orice as solid pioe. Access Road, RID D -1 Bollards -fixed D-2 Bollards -removable D-3 * (CBs indude frame and lid) CB Tvne r D-4 CB Tvne IL D-5 CB Tvne II, 48" diameter D-6 for additional depth over 4' D-7 CB Type II, 54" diameter D-8 for additional depth over 4' D-9 CB Tvpe II, 60" diameter D-10 for additional depth over 4' D-11 CB Type If, 72" diameter D-12 for additional depth over 4' D -13 Through-curb Inlet Framework (Add) D-14 Cleanout, PVC, 4" D-15 Cleanout, PVC, 6" D-16 Cfeanout, PVC, 8" D-17 Culvert, PVC, 4" D -18 Culvert, PVC, 6" D-19 Culvert, PVC, 8" D-20 Culvert. PVC, 12" D-21 Culvert, CMP, 8" D-22 Culvert. CMP, 12" D-23 Culvert. CMP, 15" D-24 Culvert, CMP, 18" D-25 Culvert. CMP, 24" D-26 Culvert, CMP, 30" D-27 Culvert, CMP, 36" D-28 Culvert, CMP, 48" D-29 Culvert. CMP, 60" D-30 Culvert, CMP, 72" D-31 Page 6 of 9 *KCC 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx $ 21.00 $ 240.74 $ 452.34 $ 1,500.00 $ 1,750.00 $ 2.300.00 $ 480.00 $ 2,500.00 $ 495.00 $ 2,800.00 $ 600.00 $ 3,600.00 $ 850.00 $ 400.00 $ 150.00 $ 170.00 $ 200.00 $ 10.00 $ 13.00 $ 15.00 $ 23.00 $ 19.00 $ 29.00 $ 35.00 $ 41.00 $ 56.00 $ 78.00 $ 130.00 $ 190.00 $ 270.00 $ 350.00 SUBTOTAL SY Each Each Each Each Each FT Each FT Each FT Each FT Each Each Each Each LF LF LF LF LF LF LF LF LF LF LF LF LF LF 2 12 3,000.00 348.00 3,348.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/28/2016 DRAINAGE CONTINUED No. Culvert, Conaete, 8" D-32 Culvert, Concrete, 12" D-33 Culvert, Concrete. 15" D-34 Culvert, Concrete, 18" D-35 Culvert, Concrete, 24" D-36 Culvert, Concrete, 30" D-37 Culvert, Concrete, 36" D-38 Culvert, Concrete, 42" D-39 Culvert, Concrete, 48" D-40 Culvert, CPP, 6" D-41 Culvert, CPP, 8" D-42 Culvert, CPP, 12" D-43 Culvert, CPP, 15" D-44 Culvert, CPP, 18" D-45 Culvert, CPP, 24" D-46 Culvert, CPP, 30" D -47 Culvert, CPP, 36" D-48 Ditchino D-49 Flow Disoersal Trench (1,436 base+l D-50 French Drain (3' depth) D-51 Geotextile, laid in trench, oolvorooylene D-52 Mid-tank Access Riser, 48" dia. 6' deeo D-54 Pond Overflow Soillway D-55 Restrictor/Oil Seoarator, 12" D-56 Restrictor/Oil Seoarator, 15" D-57 Restrictor/Oil Seoarator, 18" D-58 Riarao, olaced D-59 Tank End Reducer {36" diameter) D-60 Trash Rack, 12" D-61 Trash Rack. 15" D-62 Trash Rack, 1 e~ D-63 Trash Rack, 21" D-64 Page 7 of9 ·Kee 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx Site Improvement Bond Quantity Worksheet Existing Future Public Right-of-way Right of Way & Drainage Facilities Unit Price Unit Quant Cost Quant. Cost Quant. $ 25.00 LF $ 36.00 LF 20 720 $ 42.00 LF $ 48.00 LF $ 78.00 LF $ 125.00 LF $ 150.00 LF $ 175.00 LF $ 205.00 LF $ 14.00 LF $ 16.00 LF $ 24.00 LF $ 35.00 LF $ 41.00 LF $ 56.00 LF $ 78.00 LF $ 130.00 LF $ 9.50 CY $ 28.00 LF $ 26.00 LF $ 3.00 SY $ 2,000.00 Each $ 16.00 SY $ 1,150.00 Each $ 1,350.00 Each $ 1,700.00 Each $ 42.00 CY $ 1,200.00 Each $ 350.00 Each $ 410.00 Each $ 480.00 Each $ 550.00 Each SUBTOTAL 720 Web date: 04/03/2015 Private Improvements Cost Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 612812016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Unit Price Unit PARKING LOT SURFACING No. 2" AC, 2" top course rock & 4" borrow PL -1 $ 21.00 SY 2" AC, 1.5" ton course & 2.5" base coun PL-2 $ 28.00 SY 4" select borrow PL-3 $ 5.00 SY 1.5" tnn course rock & 2.5" base course PL-4 $ 14.00 SY UTILITY POLES & STREET LIGHTING Utilitv Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 Each WRITE-IN-ITEMS Such as detention/water quality vaults.) No. Wl-1 Each Wl-2 SY WI-3 CY WI -4 LF WI -5 FT Wl-6 WI-7 WI-8 WI -9 'NI -10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: Page 8 of9 "KCC 27A authorizes only one bond reduction. Bond Quantities Worksheet.xlsx GRANDTOT AL: COLUMN: Existing Future Publlc Private Right-of-way Right of Way Improvements & DralnaAe Facllltles Quant. I Price Quant. Cost Quant. \ Cost Not To Be Used For Roads Or Shoulders NA NA NA NA NA NA NA NA Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate 6.680.32 _2,004.10 _8,_684.42 B C 13_,1_68.67 3,950.60 17 _J_ 19.27 D Un~ prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/28/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: PE Registration Number: Finn Name: Address: Adam E._Paul,_PE 43211 AP Consulting Engineers PLLC PO B_cix 16_2_,_Au_t,urn, WA 98071 Date: 11-May Tel.#: (253) 347-0887 Project No: 2015046 FINANCIAL GUARANTEE REQUIREMENTS Stabilization/Erosion Sediment Control (ESC) Existing Right-of-Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed (A) (B) (C) (D) PERFORMANCE BOND· AMOUNT $ 2,927.0 ...! _8,684.4 $ $ 17,119.3 Total Right-of Way and/or Site Restoration Bond•r• (A+B) $ 11,611.4 (First $7,500 of bond* shall be cash.) Performance Bond• Amount (A+B+C+D) = TOTAL (T) $ 28,730.6 Minimum is $2000. Maintenance/Defect Bond" Total MINIMUM BOND" AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION••• T x 0.30 $ 8,619.2 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND· (B+C) X 0.25= $ 2,171.1 Minimum is $2000. NAME OF PERSON PREPARING BOND· REDUCTION: Date: * NOTE: The word "bond~ as used in this document means a financial guarantee acceptable to King County. •• NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum. not a maximum. In addition. corrective work, both on-and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. **-NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND• AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of9 Check out the DDES Web site at www.kinqcounty.gov/oermits Bond Quantities Worksheetxlsx Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 6/28/2016 Fir_.. American King County Title Team irst American Title Insurance Company 18 Stewart St, Ste 800 Seattle, WA 98101 Phn -(206)728-()400 (800)826-7718 Fax - 818 Stewart St, Ste. 800, Seattle, WA 98101 Fax No. (866) 904-2177 Fax No. (866) 561-3729 EMAIL: TITLEKINGWA@firstam.com Pat Fullerton (206) 615-3055 Peter Child (206) 336-0726 To: K & N Investments 13130 SE Kent Kangley Rd Kent, WA 98030 Attn: Khalid Husain Kelly Cornwall (206) 336-0725 Curtis Goodman (206) 615-3069 Municipality litle Officer Jennifer Salas (206) 615-3011 Kathy J. Turner (206) 336-0724 File No.: 4209-2564407 Your Ref No.: Re: Property Address: 10936 SE 164th Street,. Renton, WA 98055 First American TJtJe Form No. 1068-2 ALTA Plain Language Commitr COMMITMENT FOR TITLE INSURANCE Issued by Commitment No.: 4209-2564407 Page 2 of 11 FIRST AMERICAN TITLE INSURANCE COMPANY Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-l. The General Exceptions and Exceptions in Schedule B-11. The Conditions. This Commitment is not valid without Schedule A and Section I and II of Schedule B. Pat Fullerton, litle Officer First American Title Form No. 1068-2 ALTA Plain Language Commibn SCHEDULE A 1. Commitment Date: November 23, 2015 at 7:30 A.M. 2. Policy or Policies to be issued: Homeowner's Rate Eagle Owner's Policy Proposed Insured: To Follow Simultaneous Issue Rate ALTA Extended Loan Policy Proposed Insured: To Follow $ $ AMOUNT To Follow $ To Follow $ Commitment No.: 4209-2564407 Page 3 of 11 PREMIUM TAX To Follow $ To Follow To Follow $ To Follow 3. (A) The estate or interest in the land described in this Commitment is: Fee Simple (B) Title to said estate or interest at the date hereof is vested in: KAMALJIT S. LALLY AND DARSHAN LALLY, HUSBAND AND WIFE 4. The land referred to in this Commitment is described as follows: Real property in the County of King, State of Washington, described as follows: The land referred to in this report is described in Exhibit A attached hereto. Rrst American T,tie Fann No. 1068-2 ALTA Plain Language Commitm The following requirements must be met: SCHEDULE B SECTION I REQUIREMENTS Commitment No.: 4209-2564407 Page 4 of 11 (A) Pay the agreed amounts for the interest in the land and/or the mortgage to be Insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (E) Releases(s) or Reconveyance(s) of Item(s): (F) Other: (G) You must give us the following information: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: SCHEDULE B SECTION II GENERAL EXCEPTIONS PART ONE: A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a conrect survey would disclose, and which are not shown by the public records. E. (A) Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records; (D) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the escrow or interest or mortgage(s) thereon covered by this Commitment. First Americ.an rttte Form No. 1068-2 ALTA Plain Language Cornmibn _ PARTTWO: SCHEDULE B SECTION II EXCEPTIONS Commitment No.: 4209·2564407 Page 5 of 11 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are available from the office which issued this Commitment. Copies of the policy forms should be read. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1.78%. Levy/Area Code: 2128 2. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: Kamaljit S Lally, and Darshan Lally, husband and wife, and Jarnail Singh, as his separate estate Bank Of America, N.A Recontrust Company, N.A. $238,300.00 August 17, 2010 20100817001243 3. Easement, including terms and provisions contained therein: Grantee: United States of America Purpose: Permanent easement and right-of-way Area Affected: The Northeasterly portion of said Premises and other property Recording Information: July 18, 1841 For: 326092 Interest of the U.S.A. has been conveyed to Puget Sound Power and Light Company by instrument recorded under Recording No. 7105180453. 4. Easement, including terms and provisions contained therein: In Favor of : United States of America Condemned In: US District Court Cause No.: 458 Holding Terms at: For: Area Affected: Seattle Electric transmission line 62.50 feet distant Southwesterly from and 187.50 feet distant Northeasterly from and parallel to the survey line of the Covington-Seattle Transmission line as now located 5. King County Water District No. 58, Resolution No. 2544, establishing latecomer's costs due King County Water District No. 58 on Latecomer No. 60, ULID 62 Water Improvements. Rrst American TtfJe Form No. 1068-2 ALTA PJain Language Commitm Commitment No.: 4209-2564407 Page 6 of 11 6. Segregation of connection charges Agreement and the terms and conditions thereof: Between: Randall Parsons And: Cascade Sewer District Recording Information: 8611070989 Recorded: November 07, 1986 7. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat or Plat of Aker's Farms No. 6 recorded in Volume 42 of Plats, Page(s) 15. 8. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of Survey Job No. 07245 recorded in King County, Washington as Instrument No. 20080204900003, including but not limited to the following matters: (A) Hogwire Fence does not conform to boundary line (B) Rockery does not conform to boundayr line (C) Shed appears to encroach from the property to the East First American Tttle Form No. 1068~2 ALTA Plain Language Commitm INFORMATIONAL NOTES Commitment No.: 4209-2564407 Page 7 of 11 A. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County may be subject to the King County Sewage Treatment Capacity Charges. B. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, certain format and content requirements must be met (refer to RCW 65.04.045). Failure to comply may result in rejection of the document by the recorder or additional fees being charged, subject to the Auditor's discretion. C. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. D. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. PTN TRACT 5, BLOCK 10, AKER'S FARMS NO. 6., VOL. 42, P. 15, KING COUNlY APN: 008800089008 E. General taxes for the year 2015, which have been paid. Tax Account No.: 008800089008 Code Area: Amount: Assessed Land Value: Assessed Improvement Value: 2128 $ $ $ 2,917.99 90,000.00 134,000.00 F. All matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. G. The following deeds affecting the property herein described have been recorded within 36 months of the effective date of this commitment: Recording number 20150113001267. Property Address: 10936 SE 164th Street, Renton, WA 98055 NOTE: The forthcoming Mortgagee's Policy will be the ALTA 2006 Policy unless otherwise noted on Schedule A herein. NOTE: We find no judgments or Federal tax liens against the vestee herein, unless otherwise shown as a numbered exception above. Rrst American T!tle Fonn No. 1068-2 ALTA Plain Language Commitm Commitment No.: 4209-2564407 Page 8 of 11 NOTE: A FEE MAY BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THIS COMPANY. First American Tltle Form No. 1068-2 ALTA Plain Language COmmitm CONDITIONS 1. DEFINmONS Commitment No.: 4209-2564407 Page 9 of 11 (a)"Mortgage" means mortgage, deed of trust or other security instrument. (b )"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B -Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B -Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR UABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B -Section I or eliminate with our written consent any Exceptions shown in Schedule B -Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. First American Ttfle Form No. 1068~2 ALTA Plain Language Commitm_ ' ~ "r ~' ~~ First American ' ~ M, 0 ·!¥f First American Title Privacy Information We Are Cormnitted tu Safeguarding Custofna" I~ Commibnent No.: 4209M2564407 Page 10 of 11 First American Title Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn -(206)728-0400 (800)826-7718 Fax - In order to better serve your needs now and in the future, we may ask you to provide us with certain infonnatiln. We understmd that you may be concerned about what we will do with sudl information -part:icularty any pen;ooal or financial information. We agree that you have a right to know how we wm utilize the personal information you provide to us. Therefore, together with our subsicllaries we haVe a<loptecl this Plivacy Polley to govern the use and hal¥:!Hng of your personal information. Applk::abillty This Privacy Policy govl:ffls our use of the informaticrl that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as infonnation obtained from a publk: record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of Its source. First American calls these guidelines its Fair lnforrnatioo Values. Types of Inronnation Depending upoo which of our sefVices you ,:1re utilizing, the types of nonpublic personal infonnation that we may collect include: • Information we receive from you on applications, forms and in other communicatlons ID us, whether in writing, in person, by telephone OI" any other means; • Infonration about your transactions with us, our affiiated comp<lnies, or others; and • Information we receive rrom a consumer reporting agency. Use of lnfonnaticm we request information from you for our own legitimate business purJX)Ses and not for the beoeflt of any nonafflllated party. Tllerefore, we wlll not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, inc:ludWJg the period after whieh any rustomer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide an or the types of nonpublk: personal infonmtlon listed above to one or more of our affiliilted companies. Such affilii:lted companies ioclude financial service providers, such as title insurers, property and casualty Insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty oompanies and escrow companies. Furthemore, we may also pr{)'roe all the informatiorl we rollec:t, as described above, to companies that perform marketing services on our bellalf, on betlalf of our affili.lted companies or to other financial institutions With woom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We Will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide productS or services to you. We will use our best effortS to train and oversee our emp!Oyees and agents to ensure that your infonnation will be handled res[Xlflslbly and Jn accordance with this Prtvacy Polley and First American's Fair Informatiofl Values. We rurrentiy maintain i:ti}rsical, electronic, and procedural safeguards that oornply with federal regulations to guard your nonpwlic personal infomlation. Information Obtained Through Our Web Site First American Financial Corporation is sensitive to privacy issueS on the Internet. We believe it i$ important you know how we treat the information aoout: you we receive oo the lrtanet. In general, you can visit First American or its affiliates' Web sites on the WOrlcl Wi'.le Web without telling us who you are or revealing any information about yoursetf. Our Web se,yers collect the domain names, not the e-mail addresses, of Visitors. This information is aggregate:! to measure the number of visits, average time spent on the site, pages viewed and similar information. First American uses this information to measure the use of our site and to deVelop ideas to improve the content of oor site. There are times, however, when we may need information from you, such as your name and email address. When infmootion is ll!Bted, we wDI use our best efforts to let you know at the time of collection how we wiU use the personal information. Usually, the personal information we colle.¢ iS used only by us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we wiU only use it in accordance with the policies outlined above. Business Relmonshlps First American Financial Corporation's site and Its affiliates' sites may contain links to other Web sites. While we by to link only to sites that share our high standards and respect for prtvacy, we <!f"e not responsible for the cuntent or the privacy practices employed by other site,. ~ some or First American's Web sites may make use of "rookie" technology to measure site activity and to cmtomize information to your peironal tastes. A rookie is an element of data that a Web Site can send to your browser, which may then store the cookie on your hard drive. FirstAm.corn uses stored cookies. The goal of this technology is to better serve you when visiting our site, save you time when you are here and to provide you With a more meaningful and productive Web site experienee. Fair Information Values F;lirne5S We consider consumer expectations about their privacy in all our businesses. We only airer products and services that assure a favorable balance betWeen consumer beneffl:s and consumer privacy. Public Recont We belie.Ye that an open public record creates significant value for society, enhances consumer choice and creates consumer opportunity. We actiVely support an open public record and emphasile Its importance and rontribution to our eamomy. UE We belle\le we should behave respooslbly when we use information about a consumer in our business. We will dJe,/ the laws governing the collErlion, use and dissemination of data. Accuracy We will take reasonable steps to help assure the acaJracy of the data we collect, use and disseminate. Where possible, we win take reasonable steps to correct inaccurate information. When, as with the pubnc record, we cannot correct inaccurate information, we wiU take all reasonable steps to assist roosurners in identifying the source of the erroneous data so that the consumer can secure the required rorrections. Education We endeavor to educate the users of our products and services, our employees and others WI our industry about the importance of consumer privacy. We Will instruct our employees on our fair information values and on the responsible collection and use of data. We will encou@tJE! others In our irJclustry to collect and use Information in a responsible manner. Security we win maintain appropriate facilities and systems to protect against unauthorittd aa:ess to and conuption of the data we maintain. Form SO-PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation) R& American Title Form No. 1068-2 ALTA Plain language Commitm Commitment No.: 4209-2564407 Page 11 of 11 FIRST AMERICAN TITLE INSURANCE COMPANY Exhibit "A" Vested Owner: KAMAUIT S. LALLY AND DARSHAN LALLY, HUSBAND AND WIFE Real property in the County of King, State of Washington, described as follows: WEST 85 FEET OF 11-IE EAST 471.64 FEET (MEASURED ALONG 11-IE SOU11-I LINE) TRACT 5, BLOCK 10, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGES 15, RECORDS OF KING COUNTY, WASHINGTON. Tax Parcel Number: 008800089008 Situs Address: 10936 SE 164th Street, Renton, WA 98055 Rrst American Title l. r (_ FJlCO FOR RliCORD At RE.Q(cST 0~ CAS'C'At»: $£:-IV: DlS'!WXCT 10828 s. 6. 176th 1tentori., Wut'litllr;,1:on 98055 Aa1'a.,aa AND CO\l£WIJ'rt' JUil..J,.TJHG ro ,..__ NO. 86-3 8,6/t 1 ·i:,':" RECr• ~ CASHSL ..C,,')l_l lbl!i undersi9ned, ~-""'0n0di::,.,l0l.,;;Pl"'•'•"";:;,'~~"""''"""'~~~---~-',I.,._~~ HAI£ Oi PROPERTY OWNER ~ of 10935 S.£. 164tfl Street~ Renton~ Washington '80SS (lO'!'S, hereby :;:;o\let1o1.Q.t iLncl 'a.:;ltff with CASCA.0£ 5E:-~'£P. ms'i',?fe'J:1 of King C:O!.ltlty, 'wa.shinptm, a. aunici~l corponticn, a.s :!ollc:ii•11: l. T~ ~ade~5j9ned p~op,erty CHl!ffl!'r is th~ Ollrlle'X of th2 ceaJ property M.rttin daccribed UQder ORIGINAi. ~C'.e.tPTiai. 2. Sil.id pr~rty e11ner dOII& hereby reqw;ist tha.t rh4 eonnee.tion chacg~ .ada by (:a$CAD£ SBIIER D!S!'R!CT puzsuant to RCW St.06.010 •11.d eoW!lOhly rv- ferred to as tbe ar1!'il. Ctll'ln<ection char,;,e• be se9XQg.ll.ted as to s~id property; th&t propa:i:ty owner ~ pen1itted to pay s&id areil. ConD11cd.on ,;;t\1U:;9lt iLS :to P~rcel A, and 'that th• <:;o~e~tion c~rge as to PdrCel B be def~rred and be payable •lum appliQl.tion is 111a.<:le fo,: .. ~te[ s.ervice to said P1uc:al B. 3. The unde:n1igned prof}'!t:t? Obrfll;!X: unde1at.,.rid&. ~n~ .a.r;irees tllat th!!, •rea ~·'WWl.ection c::haxge fflr f'art:el B .. 111 tu, l,g-,,,ied a.t the rate 1t.pplica.bl1111 at the ti~e applicatimi for s•rvice is made. ~hi5 A9ret!'l&en~ is birding on the ul'ldersigaed, hi~ heirs and his ~ssignes, ~r.d is a cov~nant •un~ing "it ... the lllnd. ciifcfHAL IESOU:PTION The We$.t 85.00 feet of tile East 471.64 feet a~ ~S'-ln!d along the South lin@ of Lct·S, Block 10, :\kers Farm No. 6 as reco1'1ied in VolYE 4i 1>f Plats. page 15, records of King County. subject to SPA trans. LiBi! l!o1sei11ent Rfght~of-Way. MSW DESdrPTicws sa,ARE FOO'tAGI? •-•""22~2._ ___ _ The West 85.00 feet of th!!! Eajt 471.64 f~t as measi;red alon9 the Stiuth line of lot S, 1nock 10. Akers fan:-.s "::>. 6 as recorded in VolUIDI 42 ot Pl.tu, p,11ge, 15, records of Ung ~ty, W.shington; USS the South Sti,50 feet and tns portion lyhNJ !Rtder t~ 9PA Ti-.m.1. Lfne Eas.ewnt ltJ9ht-of•V.y. --~------~------·-:. Description: Ki.ng,WA Document -Year.Month.Day.DoeID 1986.1107.989 Page: 1 of 2 Order: jhfdjsjk Comment: ---·--~----- a STAT€ OF \\rASJJI ~ror,) COUtH't OF KINCi On this --1:f.!!.. d;1y of C-tTrEFI'(. , 19..!£_, before..-. fhe unde~i9ned., a lilot.Ary PvMic ilT anrl ff:>r 1:hC <;tati;, r'Jf Wi\s.h;..ngton, dt>1¥" com.ission.ect and S!fOfl'I ~rsonall)I appeJred RPA.'DIJ! t. {'Hf<.,Sef\!5 to ae k..noJm to be tb,e individUii.l dltsct- i\)ed i~d whQ iexee11ted t~ foregoing instrument, and .adtno.-ledge:<!lo - th""t.....{~ signed and st:taled the said ins.t,rw.erit ,a5 _tt.!.J_ .free a.rid vo}unta'!'5i .act ani:I deed !o_r the usei. .and purpo,s_:; therein Jae-ntioned. WITNSSs •Y MIMI: IU'ld official !;ffl het•to a..f.fiw.ed the d,;l,y and year in.this certifi -~a abo~ -ritten~ Sl!ORB:i,\ TION ~r ' ---------------------------. Description: King,WA Document -Year.Month.Day.DocID 1986.1107.989 Page: 2 0£ 2_ Order: jh£djsjk Comment: -------·-: ... ~..:: 4 £32 2 - The UNITED fTATES OF .\MERIC..A, acting by ..nd L,ro1Jgt1 tile Administr • .coi· of General .~r-.ri.ces un<ler and pursuant tv th~ po, .ez-s ard a\11.h>'?'?l:j Ser-vtces Act ">t 1940.,. 6~ S~:it. 377 .. as amunded, and regul&tlons -ind tr'Cers promulgated tht!t<cu.l'ldcr, ib.crf>-inaftor r<;"f~rrcd 1:0 .:u1 •·(ir:m:or"1}, for a:r.:n u. does hereby conv@J and Quitclaim to PCG.ET SOUXO POWl:."R A..,D LIGHT CO:M.PA'\'"Y_. Wasrungt.an: A transm.is&-10" line right-3i-11oay -ea.$Enlent s:i_tu;..t.ea 1..1. ~ County .. wa~hington, as d-t!sc:ribed in rec. ..... •rded ir..3tr ... mei::S 3;..d 3!:rlgrre.-;.ts as foUowt..: H ecorded m K~..g County Tra~t Number HC(.."OrdS Book~ Page CU-lA :.t:O'i9 526 CR-lB, CR-Z, CR-3 20:e2 l-llf cn-1 207.8 .lTS. CR-6 2137 320 CJl-8 2012 103 f'.fl-BA 20iB 3'63 CR-9 20'12 61-Q ca-:o 20Gf Jf-1 CR-11 '2:0ba ~t"; CR-1~ ?08~ el CR-14 2061:S S.!'i1 CR-16 206~ ,i CH-18 2068 JQ..; CR-19 ?068 ;j '':) CR.-20 ?OS...i. ~2 CR-21 207~ ::::-, CR-22 2067 -e.;..3 CR-2J 2M2 .;s.o CR-24 20(,8 32~. CR-2&_, ,cB .. '.!'iA 2:064 .; ·? ~ cn-.::s 2:008 3~. CH-2i 2081 :.l!H CR-2&.:\ ::068 532 CR-29 2076 53~ CR-30 2070 211 Cf\-3l 2080 i,J :, C'R-34 2012 ~!l l CR-35 :!068 Cl\-30A 20H H ---· ----------- nlC Description: Ki.ng,H'A Docmnent -Year.Month.Day.DocID 1971.518. 453 Page: 1 of 6 Order: hl.1hjl.hl. Comment: J I I I :"-l"~f;.:..·_,:-:;,---=-~ . -;.. ."'"! -- <') J) ~ ~ .: ' .:, .... Tract tiumbe1· CR-36 Cft·J7 CR-39 CR-40 Cl,--11 C..:ft.-42A ..::H-42B CR-.13 CR·44 ca~,15 CR-46 cn--n Cll--lS CR-50 CR-51 CR-53. Cit -- CR-54 CR-56 CR-57, CR·GO <'.'H-5"9 CR-61 CR-AR-.5-1 .. --.------~- Recorded m King County Rcc1;1rrliii B00k1:1 :?070 207--!. 20H 2073 22--iB '20!;:lo{l: ?09G 20?8 2na1 2067 l07; lQMI 2.u• .;_ "ou•j 207! li27 2127 .w·-;"' 2!10 2072 21!14 4251 ~ 209 40 J.J5 S'::'S &35 200 2m: .;O\J 160 647 :~o~ 539 ,. . '" , .. 053 :,11 JOS ,; 3:.J .379 571 35S T:-ac:t S'umbct" CR-5, Judz:neni i.n Deda:ativ1 of 1'2."",,,.,n::, Cn,1:. ·;::ur::"'~r :G6'" ::.n the Die:rkt Cot!rt of ~'):,e, t:"d.-Ceu Statefi. for the \\-esterri. D1str!c1 .:;!" \'.;..s:h~i1.;1.1.r.!,. N"orthern Dl."\.r~.:.0:1.. Tr::J.Cl Numher CR-2E. Jud:?ffi~nt 'n 0.."'-C':.,r•••o;', cf T.;..~.nz., C~·.-.1! !l.ur-.~r ....e1 .. m tlie D1stri¢1 CQu?'I of the-l.!'r1:ted Stai.c.s ftn" ~he \'l:c.:n.er:'l. D:s-..r.e-:: a: Wa"':;..,:::1.gto'1~ -~01-0H rr1 D.i.\ 1s,0·1. ·r, ·,.;ct Xun,ber CR~ -Jh~ .l-tli.;mt:1: m. IJ.,;:-c!.:..:-~· t_,.; cf T :i~~i::.g.. C.-:. ~ ~u.:r--er -5·~ HJ; th,, OJ$trJC1 C01,rt Of ;I. L0 ~!t'l!'a 5:.:).!C!~ !c~ '!.i,t: l\t."!o!er:::: Di.!:>t~!c: uf \t::.s~:-r--c, -:-:or<h(l-rn D1ns1or .• TOGETHER \\'!TH, Fra.nciuse S'i.1mbt...:r 25-t K::,jc; C'ou:~t), W3..,J,...n:;ton ,, ~h,..,, Uinu•..:i St.:.:.t;;,~ of A1 .. '£': e..1 to c:oaslrucl~ ope, r-at1..•. am! r::..a hlt,1 u~ -e J,p ,,_ r1~ p13\\'t.•r 1 !":U~Srti:. s1:;1n,1 J. nc· ~~ -t: ::-S. ; Kini-!: Cotini Ruads, ,-iah•d DccL'mbc,r l-i. 12-1~ S1;AJ£CT TO, H,rhv.n.:_. C': O!a::l:rig P1 rr.~ .... tc t.hc St~k' tif Wu~i.fagh: . Stak H~hh,.. .. ·, D,.-?--u •=..;c,:-:, C: 1tcrl .\'O\ cm!:er l 0. \!)SO. Ll\ .::-abo~·t: 1~f::weo ... e!..I .. • .r.• ! °'\It ,mhM·s C'R-3 =i.·ui CR-~- i!nnumllered l .. cen.sL· for r.i~ht-·'ll.tj f'.11 roachrncn1 i')f .eJr.:1s11n1.: :-•n.i::1'1..1t1.. ...:..,_11-j J,an\l.,..!.r.:, 11. 13.12, o.·1 .1Lo\c 1 e:, r·"'OC':Pd Ti':ict :'tl.mr~iwr Cl<! -t ,,~,nut fur Opt!r.11•'>11 ,Hltl nia,r;,~,; ... nc~ o.f ;, ,.,c!l :,nci J')l.,.:npl.ousc, C1....,"1t~~~. '\. ..... 1.. ~ 14-03--,.JROF da.h•o 1_ut•.;i,ry 23, 196 •• on -bo...-e r::.-fc:-t,n-"!C 1:r-;.c-~ '\:.Jr.-:.=.e:-CR<, Pt:rm!· !or uod<.i,-gr,ound ;!!""J"'.\('e .=-:..::ile ;md domest~c ~-:tte:-~1cpl,: 'C."?"OSS:"'ls;, Con!Ja(.-t l'\:;,.imbt"'r 1.;-QJ-OO! • :6.t2, dated Au~st .21, 1:J59. J1.·c-;;..oct.. r, fl:'t"ct:.c, <l 'Tract ~;,n,1b.:r <.::R-~~. -l - Description: King,WA .Document -Year.Month.Day.DocID 1971.518.453 Page: 2 of 6 Dreier: hl..l.hjl.hl. Comment: I I -- UnnumbL red permit to Cascade: Sc:w~r D1::;~nct tn operute ;,md m:nntain '?. lO·mch sanitat•y sewea· pipe !me dafed Nm--embe1· 1, 1968 •.m above refercnco2"d Tract Nun1bers CR-42A and CR.--.2B. Fermu to h. .. ng Co~ntr Wntt!r District !',lumber 58 fol' water m~in rtre hncs, Contract Numb"'lr-i 4-03-254.;Q, dat~d Janoar,1 2, 1962, 01, abo•,e 1efer(."11C"'d 'T"rac::t Numbe1·s -CR-53, 51, 55, and 5G. Pei"ul1l lo Ca.,.c.ide St!wer D1s1rtC'l for se-·,•.;cr lmei:: and pump.uig 1a,ciht1('".:;;, Coutt.•ac.t Nu11"lber 1-1.-03-10376, dated Jartuary ·, l '.J6i, on aboH 1·c""cr .. ~i.c..t TracL Number CR-53. Pern\11 to C,tSi..,ld+:-t:t!lU~c.·., Inc , 10:r s:a·utary scv..r>r 1 1nc, C":tn!r.:i:c~ ).._mtJ.t t l4•0:J-00l-H648, d8led :wpt~mbt·r 2.1, Ht:i~. nn -:ihui.t: r.::!cn:m:.cd Tr;;;("'t ~um.x.>r CH.-S4. Per nut i.O Cascade Ccnt~r. Im:., and Casc:adc C1:ntl!'r Jo.i.:1t ·;rnturc .or ai:C('SS roo.d. Con• ract ;:umh!!r 1.;-0· 254·18. da • .:d J anunry 2, 1 ~62, C!1 aho~:c refere:iccrl Tract r..umucr CR-54. Penna ~o C'"'sc.1.t.le-Comm1.;n.t,> Cluh ror t.asebdl d!amor.d. Co'.ltrnct :;umbe:- B.-03-18755, IUl._d Jul~· 14., 1960~ vii ab~1,.e rHerenced Tra("t );unilier CR-54_ Deed to King CO'Jnty for pubhc road and ~rrr.:.i. f.r)r steel r,n1 gua! d structt:re .J.at't!d JarlUfll"Y 5~ 1962 .. on above referenced Trac~ ::,,;umbF:r-s CR-53 .. a.:;~ 5~. and ~6. Pe:nnit to B &. L Compan3-for s11·, nming pool .and rd'"-tcd faei;:aes. Co~tr..;,;t Yumber 1~-03-4136.2* d.;1fed.J.;muary 29, J9S.;, o.-a.J.O..·e rc:-·eren~ T:-:a.e: Numher CR-55. Pcrm.1.t for dwe1hrg hous-c .rpun .right-uf-7,.a.y, Contra.ct S'!lr~:, 1.;:-{13-25435, cb1.ed Augt:st 14, 1961, on abo"\-e ref'er·em:<-d T!"ar:t ~-..ml.-er CR-.5i!:. Pc..-mlt to Cit:,.· of St":: tle l'llr 115 K\" e1e~t:r;<:" transmiz.s10;} lirk cros~~~g. Cot>tr3ct Nuanlu~r l-l-03-2):'"12, dalPuJrm~:.ry 10 .. 1~6], V!l a.bcn-f!-rcfer.::uc-i:d Tr.1.:-1 Number CR-56. Scnc1· Un(~ crossmg and !.:l~ authoru:cd :1-.: 1mr1\)n,bcrc·~ pc·rma d~:cd '.'.\'Uirc~ ;: 4 l 066, on au,we c-efere11C"ed Tract Number CR-S!i. PC?rmit to nt>nson Proper·~c-. lnc., for gro1,.:ng ot Sl°.l"'c.bbcr; • .:...-.d ;ro...~ "'•·-~ r • .;a.nd for ,:uardhnu,..,, fcnr ~-:..~gti, 13mp posts ar.:d:. tree.~,. C<.•.-::;..><"f X.:~~L~ 14-0J•i!!O:!;), d:itcC ,luit .. JT\" 29, l!!'ES, ·cm 3.t"U\e rt:>fei-t'"":ced 1":-:i.t·i 'i:'t:::::!1.'"~-... CR-.., I and 58. Pcrnut to \i."ashm1J1.o.:1 Natu.r:il Ce.::. Compan.• tur µ,,,_. h.:ie, C1.."!! ·;i..:t ~-.m~i·t..::- 14-03-'262~<. dated '>ctobi:r .'>, 1961. or. aim~'-· rdc-r-"11,·~J Tt,h.'.'t ;:.;J1~1b,·r-CR-5:. Pei-~i.t fol-" p.r'.,_ o-t.e roa(i c,·os6L'"'1.~ ti._y ucrunnher.ed i.c.:,.t,1,:?1·, da.1.C!.d De-ccn.t~ t:' "?'1. !'h).\ on .1hcu• rl"fer,;-nc.rd 1.·.:-.;.c, N"utr.h!"r C'?l.~57. Po?r"m11 to 01_ ~ •pie P;pl' Lin:, Comp:in'., Ccmr'lc-: ~umher ! ..;.-O,;i-6.!.8.SJ ..!=-1<"' l .Apr1i 6, tt;l66, on abo'-"'~ rc-f<.:-<.-"nced ·rract N"umber CR-57. Perm!.! t J. £! P.:!.:so ~.i.turai Gas Compa.;y fc .. pipl)-Lnc, co~lr:!rt :\"um~-·, i 1-03-1-:iOi. cl\1.cd Ap1·il 28, 19EHi, • .. n: aho,t> :""!.Cr1.'•;~ed T•·:;.ct "X"umilt!'r CR~J.: Pt:'rm~c Ul El P;i.i:.o :\!au .. r-.al Gas Cor,1pan~ Im pipe luw h)-,in!'lumt;,:1 ed :rttc-!'" '1at.f:d Ocr':lber 1, l!J6 1!). on .abo•.e reier-~neocd Tr,·u·; :..:~ml,~.-CH-5".i 3 Description: King,TfA Document -Year.M'onth.Day.DocID 1971.518.453 Page: 3 of 6 Order: h11hj.lh1 Comment: I I ------."--~;.,-~~::-~--;;~ .::_~ ~ )'-?- Perin.it to Paei{u.' Nortlrn~st Bell 'l'rlephone Comp.axoy for um:i':'rgrounJ cnble crossmg, Co:1lract Numb'?,~ 1 i-03~6727~. d.i.ted Augu~t 22. HJS.6, on a!Jo"'.:' referenced Trl'ct N"umber CR 60. Pole hne contract >Hth P-'\-c1itc Telephone ant.l Telegraph, CQntra.c\ );ur~r lbp H-o·-1~00I-1.J,lal, dated May 11. 19~P. on ;;ibm•e i-cicrem:t.•d Tl",.1:ct Number CR~57. State H1ghwa;. Crossmg .\srE>e1!lent, Jhp J·li4. Supplement N1•m~ .... l, d~i.Nl ...\~rtl 111. L967, on a.OO\(." .·eien•nc-ed Ttact Nt.-nae, CR-,H? st:!:'"p1us tu the nteds and 1"C<\U1remems oi the \:ni:.cd States ol America a."Jd ast-1g;;.ct' the said Fedl!r:'i! Pr(')pert:,· and _.\dmUJistraU\·e Sen.'lces .Act a!I amended,. anC "'F.?hcable orders an1 regu.1a\l.Qns promulga.tffi tnereunder. U \\1T'.:li.£SS 1.\'HER.EOF, Grant-or has c-au!-ed ;.h.s J.n=,;tr;.1mem 1-0 ~ executl?d as ai January 12~ 197L l,NITEIJ STATES OF A'..!ERICA Ac'!.~ng by a.~d ·hru.ip the Ad:r.::;utl.,,tr"3tor or G!-.?C:-al S!!!9'!i.·:ce.s ' ~"'--, B>~~~--~~~~~~~~~~~~~~~ Clhe •• Real Pn,pe:rt;· Dn.•isi.vr. l'.J;-u;:)i"n) :.Ofa1l.ii.J;Cmt:r,; .;,nd IJisp.~..:.i.~ S.:-r· .• c,.- Description: King,WA Document -Year.Month.Day.DocID 1971.518.453 Page: 4 of 6 Order: h.1.lhjl.hl Comment: I J I • .. ·,_:;:· STATE Of' WASIUNGTON/ ) .. COUNTY 01' KING ) On Uu.s __ 3_o_,_"_ day of __ A_p_r_,_'---,--~ 1971, before the- ... --• " r undersigned, a "l:otary Pubhc. in a.nd foi· the State ¢f 'Y\!,u.,!lin,t:On, person.J / nppcared ___ \'_._L_._B_a_r_n_e·_, __ ~ lO m<:: ~mo\•·n to be the ____ __,_ Clucr, .~ o,U .. ~ Rt:>al Pl;"operty Dn·unun. Pt operty Ma:ui.gt>ment and Dlsposal Ser\·1r:e. General Senll..es Ai.lmim~Lt·ation. 8'1:gJOn 10, .i-:d 19 m°'?'e.~~~ ... ·lO be the U\.4iv1dual dcs~nbl?'d i::.E. ...... ;..i. in and who ex, .. culcd the-fot"t;,golng instrument and who u11der oath ~l.i.ted that he .... a.s duly :1uthorizco1 cmpowcl"ed and delegated by the Administl"..1.tor or Ckneral Sen·ic.es to execute th<' said instrument and ach.mi\\ledged the foregomg :.nstrnment h, be h!.s !ree and voluntary a.ct ...nd de~d. a-cling for and on behalf oi the Admi.n.istrawr of General Se!"'vices, aetmg for '-!1d on behalf oi the l:ni'tE'd States of' America, f')r the uses and purposes therem. mentioned. IN ,\'ITNESS WHEREOF, 1 ha1r·.1;1-hereuuto set my lumd o.nd arru:ed my ofltcial .seal the day and yea1 in this certificate abcn,-e-wnltet1. ' . / l -/"~ it,. f, , r~L/".,vkf.Ut-~~,J .i:tuu .... L.,. 1..:-omry Publi.:: in ,,f.d for th~ State of Washington~ re.sidir.g :;1.L Feder.ii W.":i.y . ) - Description: King~TIA Document -Year.Month.Day.DocID 1971.518.453 Page: 5 of 6 Order: hl.l.hjl.h.1 Ccmment: ' ... = I t; ~ "' "' :r 0 a, .... "' 0 ..... .... ... n 0 0 0 : flflleROEO VOL---·-----OF N.'.E ·--.-IIOIUUt or 197l Mi, 18 PN 12 05 C!!IECTM liEOCRDs A ELECT'?!IS K.lNO COUNT"r, WASH. ---·--------·-----------------J Descript;ion: King,.JiA Document -Year.Montb.Day.DocID 1971.518.453 Page: 6 of 6 Order: h11hjl.hJ. Comment: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------Renton® AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN STATE OF WASHINGTON COUN1Y OF KING Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov ss __ S_,__l:\LL!AC!...S.\ IL=.,l.\c_ __ lL.__,_t-t,_,A='----'':..JD"'------'HL.L.-"v:..Cs'-'A'-'-'-1--''--''-"---------, being first d LI ly sworn on oath, deposes and says: 1. On the ( 0 day of fl (Jr{ I { , 2o__J__i,___, I installed mi e_ public information sign(s) and plastic flyer box on the property located at _________________ for the following project: _____ L __ ll_L_L__,,1'-"-> ___ s----'-+_+ o=-' _12--''-~P,__L ,.0·1 • Project Name ~-UY'> Owner Nam.e 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Installation" handout package. Installer Signature SUBSCRIBED AND SWORN to before me this ~ day of _-4=1i....:...:_:__1---__, 20 2 0 l--', Notary Public State of Wasblagton RICK ISHll•HUFFER '8'f COMMISSION EXPIRES March 08, 2020 My commission expires on ___ '!-"---~---"~>t-. _-_,,2'-'C.J=--- 7 ;; H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Pub Info Sign Handout.docx Rev. 04/2016 RECEIPT EG00057361 BILLING CONTACT Kamaljit Lally 19036 SE 164th St Renton, WA 98055 REFERENCE NUMBER FEE NAME LUA 16·000566 PLAN -Short Plat Fee Technology Fee Printed On: August 05, 2016 Prepared By: Angelea Welhs -----·~Renton® 1055 5 Grady Way, Renton, WA '98057 · Transaction Date: August 01, 2016 TRANSACTION TYPE Fee Payment Fee Payment PAYMENT METHOD Check #5079 Check #5079 SUB TOTAL TOTAL AMOUNT PAID $2,000.00 $60.00 $2,060.00 $2,060.00 Page 1 of 1